HomeMy WebLinkAboutC-1514(A) - Architectural Services for Jamboree Road Police Facility Construction/417
JAMBOREE ROAD
POLICE FACILITY
NEWPORT BEACH, CALIFORNIA
SPECIFICATIONS
R061NSON P THOMPSON ASSOCIATES PLANNING o ARCHITECTURE o ENGINEERING
k: 17875 SKY F%Fd< C.hgGLE 13 SU►7E 0 IRVINE, CALIFORNIA 92707 [7141 546 -70191
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CITY OF NEWPORT BEACH
PUBLIC WORKS PROJECT CHANGE ORDER
CHANGE ORDER NO. 2 DATE September 5. 1973
CONTRACT NO._ 1514 PURCHASE ORDER NO. 00554 BUDGET NO. 02 -2097 -291
CONTRACTOR'S NAME Johnson 8 ftpe Construction Company
PROJECT NAME AND NO.JhMbOM Road Police Facility
ACTION
Relocate existing underground electrical service to headquarters Fire Station in
order to clear new Police Building, for the agreed upon price of $1,079.
This work is necessary because the Police Building is located over a portion of
the easement and electrical service for the headquarters Fire Station.
Original Avmnt of Contract
Change Orrtr Pio. 1 dated Aug. L. 1973
Change Order No. 2 dated Sept. 5, 1973
Deduct
Revised Contract Amount
$1,189,000.00
- 1Sb,5:13.00
_4 1y07�.00
991,549.00
C R: J nson & Mape Cornstr. Co.
6
�D 13 DATE Septem er 13, 1973
-73
OF
Vt &///?/7-3
cu Department I I 06tel
u
CHANGE ORDER NO.
1
CITY OF NEWPORT BEACH
PUBLIC WORKS PROJECT CHANGE ORDER
DATE August 8, 1973
CONTRACT NO. 1514 PURCHASE ORDER NO, 00377 BUDGET NO. 02- 2097 -291
CONTRACTOR'S NAME Johnson & Mape Construction Company
PROJECT NAME AND NO. Jamboree Road Police Facility
This Change Order is intended to become effective simultaneously with the execution of
Contract No. 1514 by the City. Incorporated by reference into this Change Order No. 1 and
hereby made a part of this Change Order No. 1 are the following attached documents:
1. Document captioned "Addendum No. 3" to the Drawings and Specifications for Jamboree
Road Police Facility, dated July 27, 1973, prepared by Robinson- Thompson Associates.
2. Four page letter from Johnson & Mape Construction Company to City of Newport Beach,
dated July 26, 1973, offering to submit a revised Lump Sum Price of $981,744.00 for
construction of the Jamboree Road Police Facility.
3. One page letter from Johnson & Mape Construction Company to City of Newport Beach,
dated July 26, 1973, captioned "Change Order i#1 ".
PON:
1. Deduct from the Contract:
a. Work described in four page letter described above, work for which the
City has the option to add 'pack into the Contract at the prices listed
therein, provided a Change Order is issued therefor subject to a project
schedule approved by the City's architect, -the City Manager, and the
contractor.
Deduct
b. Work described in four page letter described above, work for which
the City does not have the option to add back into the contract at
the specified prices:
Deduct
Subtotal Deductions
from Contract
2. Add to the Contract:
a. Work described in one page letter described above, work which is a
. part of the work deducted from the Contract under Item 1 a. above
Add to Contract
$196,039.00
11,217.00
$207,256.00
8,726.00
Net Deduction from Contract $198,530.00
Change Order No. 1
Contract No. 1514
Contractor's Hamm Johnson & Map± Can etian C
MY
eat Now and No. ores Road ao ac Wv
age 2.
x
Original amount of Contract awarded by City Council on July 30, 1973
(Items 1 through 4 inclusive of Proposal)
Net deductions from Contract by this Chi* Order No. 1
Revised CoftMact Amount
$1.1899000.00
198.530.00
$ 990x470.00
CONTRACTOR: Johnson & Mape Construction Co.
Robert S. H lde, Vice President & Gen. Mgr.
DATE August 0. 1973
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7 dr=�it luh! Doi 1
'.JambJ.°.e? oau Police Faci._.ivy
Ll
ADDE'IDUH No_ 3
To The
DRAWINGS AND SPECIFICATIONS
For
JAMBOREE ROAD POLICE FACILITY
To Be Erected At
870 Santa Barbara Drive
Newport Beach, California
For
f 1
�J
PROJECT No. 72058
July 27, 1973
.. _: 1 of 5
NOTICE TO CONTRACTOR.: Subject Specific=ations a7l Drawings
dated April 16, 1973 are modified by this Adde7fum No. 3 dated
July 27, 1973. This Addendum No. 3\sha=_ be r=_oa^ized by all
concerned as an incorporated part or pz:___, of final contract
documents.
THE CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
00 "PORT BEACH, CALIFORNIA 92660
•
ROBINSON - THOMPSON ASSOCIATES
PLANNING - ARCHITECTURE • ENGINEERING
17875 SKY PARR CIRCLE - SUITE "0"
IRVINE, CALIFORNIA 92707
(714) 546 -7091
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PROJECT No. 72058
July 27, 1973
.. _: 1 of 5
NOTICE TO CONTRACTOR.: Subject Specific=ations a7l Drawings
dated April 16, 1973 are modified by this Adde7fum No. 3 dated
July 27, 1973. This Addendum No. 3\sha=_ be r=_oa^ized by all
concerned as an incorporated part or pz:___, of final contract
documents.
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E;P CLcIC.2I0 i, :S
Jamboree Road Police Facility
1. JAIL AREA
3
of 5
i-is Addendum No. 3 aeleces from the scope of orojec;-.
alt of the Jail Area bounded by grid lines 7, : -, .s and
on drawing A -10, leaving only the structural = c.:ndations,
floor slab on grade, columns and exterior walls and floor
structure above. Those items to be deleted are as follows:
A. ARCS ?ITECTURAL AND STRUCTURAL
1. All concrete bloc's walls and associated reinforcing
steel and grout.
2. All metal stud and gypsum board partitions.
3. All hollow metal frames for interior doors and
windows.
4. All glass, wire and bullet resisting.
5. All ceramic tile.
6. All gypsun board ceilings and suspension systems.
7. All pre -cast concrete planks and associated hard-
ware for jail cell ceilings..
8. All concrete topping for floors.
9. All epoxy coatings for walls, ceilings and equip-
ment.
10. All millwork.
11. All security jail equipment and furnishings.
12. All security hardware.
13. All items of miscellaneous metal required to
be cast in place in the basic building structure.
P ELECTRICAL
1. Drawing E2
Omit Panelboards "J" and "EA" serving the jail
area, but install conduit only for feeders T11
and LL20 stubbing it 6" above floor at future
panelboard location.
2. Drawing E3.
Omit all electrical work in the jail area including
lighting fixtures, conduit, wiring, contactors,
switches, etc., but install all conduit below
lower ievel slab stubbing up 6" and capping.
4. Drawing E7
Omit wiring only to AC Units #2 & 26, `__ - nstall
all power and control conduits stubbi_ -= 6"
and capping.
5. Drawing E3
Install 2 switches inside door S -1 for __ghts and
2 switches for door controls in Securi_.. Port.
Lights on circuits A -11 and E -2.
C. PLUMBING
1. Plumbing system related to the jail ar_= shall be
omitted and shall include the followinc_
a. Plumbing fixtures WC 11, WC /4, UR /2, L /1, S11113,
SS /l, WM 11, D /1, S 11, HB /1.
b. Thermostatic hot water temperature controller
#431 -65.
C. All branch lines above floor to pl=-Ding
fixtures including hot and cold water, vent,
waste, gas and tempered water.
d. Fuel gas and condensate drain pipi:_g for
units AC /2 and AC /26.
e. Automatic fire sprinkler system inc_-:ding
heads and piping located inside of - -- ilding.
2. The following items are to remain:
a. Plumbing fixtures in concrete floor slab
FD /2, FD /3.
b. All sanitary waste and vent piping ==low floor
slab and rough -in provision for al_ future
plumbing fixtures.
C. Main hot and cold water lc_c with c tees
for future branch conneoti-_-..
dacboree ?oad P -,lice Fact, it,�
3. Dr s:inq E4
Omit all electrical
work in t:-= _.
_.=luding
r.' jail
___
cell lock C=- "'
__
C'.'
onener acl litles,
CtC. but _- .__ -.__
.. -. uul is
below lower level
slab (e.g. t _- ci.
--tubbing up 6" and
capping.
4. Drawing E7
Omit wiring only to AC Units #2 & 26, `__ - nstall
all power and control conduits stubbi_ -= 6"
and capping.
5. Drawing E3
Install 2 switches inside door S -1 for __ghts and
2 switches for door controls in Securi_.. Port.
Lights on circuits A -11 and E -2.
C. PLUMBING
1. Plumbing system related to the jail ar_= shall be
omitted and shall include the followinc_
a. Plumbing fixtures WC 11, WC /4, UR /2, L /1, S11113,
SS /l, WM 11, D /1, S 11, HB /1.
b. Thermostatic hot water temperature controller
#431 -65.
C. All branch lines above floor to pl=-Ding
fixtures including hot and cold water, vent,
waste, gas and tempered water.
d. Fuel gas and condensate drain pipi:_g for
units AC /2 and AC /26.
e. Automatic fire sprinkler system inc_-:ding
heads and piping located inside of - -- ilding.
2. The following items are to remain:
a. Plumbing fixtures in concrete floor slab
FD /2, FD /3.
b. All sanitary waste and vent piping ==low floor
slab and rough -in provision for al_ future
plumbing fixtures.
C. Main hot and cold water lc_c with c tees
for future branch conneoti-_-..
D. HEATING, VENTILATING AND AIR CONDITIONIn;G
1. Mechanical system related to the jail area shall
be omitted and shall include the following:
a. Equipment AC /2, AC /26.
b. All supply, return, exhaust diffusers and
grilles, ductwork, insulation and fire dampers.
2. The following items are to remain:
a. Exhaust fans EF /3, EF /8 and ductwork serving
upper level floor. Leave provision for future
connection serving jail area.
b. Platforms and framed duct openings for AC /2,
AC /26. Cover openings for roof protection.
2. BUILDING - GENE ??L
to This Addendum No. 3 makes revisions to items of general
work as follows:
A. ENTRANCE RAMP
1. Delete North wall of ramp and move ramp northerly
against the exterior building wall at grid line A.
B_ FLOOR FINISHES
1. Delete carpet in Rooms 101, 105, 106, 107, 108,
109, 111, 115, 119 and add vinyl asbestos tile_
2. Add carpet in Rooms 146, 147, 160, 166, 170 and
delete vinyl asbestos tile.
SPEC_ � ICP:'i'I0 \S
:r .
Jar. ;hor( -'e Po. ld
i'oli.cc:
Facil:.t•,'
o;
d.
A1.1
vents thru roof ;ritn _`las77
coy ' -a.
'
e.
Fire
service iccludirq dnLCCtor
,gal
rc_.
deU a t.m. e i i t con n. EC G. :. on .. __._ _._ -._
to ._,__ _:..-
ing ,
FSP r i -or and capper: ; _33- -, _ r,,
canner ` ion .
D. HEATING, VENTILATING AND AIR CONDITIONIn;G
1. Mechanical system related to the jail area shall
be omitted and shall include the following:
a. Equipment AC /2, AC /26.
b. All supply, return, exhaust diffusers and
grilles, ductwork, insulation and fire dampers.
2. The following items are to remain:
a. Exhaust fans EF /3, EF /8 and ductwork serving
upper level floor. Leave provision for future
connection serving jail area.
b. Platforms and framed duct openings for AC /2,
AC /26. Cover openings for roof protection.
2. BUILDING - GENE ??L
to This Addendum No. 3 makes revisions to items of general
work as follows:
A. ENTRANCE RAMP
1. Delete North wall of ramp and move ramp northerly
against the exterior building wall at grid line A.
B_ FLOOR FINISHES
1. Delete carpet in Rooms 101, 105, 106, 107, 108,
109, 111, 115, 119 and add vinyl asbestos tile_
2. Add carpet in Rooms 146, 147, 160, 166, 170 and
delete vinyl asbestos tile.
..' ✓LiJ ....
J.i; ❑'cor.�_ ;L.:,r:u i'o:.i:�c 'e:ci.l.it.y :_. �i. a
3 �2'ii ::03K
Arlde "Ic -_:ll NO .., 'r: E' ^1s 07lo
Oi s te wo r'l- ..
A. evis= Asphaltic Concrete paving
1. Delete 1 inch Asbestos Asphaltic Con=--e =op coat.
D. Delete all concrete curb and gutter sect- in parking
lot. Use 6" extruded concrete curbs in 1 == of present
details.
C. Delete concrete slab on grade and island f-r fueling
is la nd.
D. Delete steel canopy- completely.
r:. Dols °te: all underground fuel, oil =-d waste .'i1 tanks.
F. Delete all concrete storm drainage structures including
catch basins, concrete valley gutters and 12 inch
concrete pipe. Provide an open concrete swail struc-
ture from the Northwest corner of the park-'_g lot to the
open storm drainage channel along Jamboree loulevard.
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JOHNSON
& MAPE
July 26, 1973
CONSTRUCTION COMPANY
City of Newport Beach
3300 Newport Boulevard
Newport Beach, California
REF: Jamboree Road Police Facility
Newport Beach, California
Gentlemen:
a division
of 11apc lndnstries
In compliance with Addendum #3 prepared by Robinson & Thompson
Associates dated July 27, 1973, we submit the revised lump sum
price of $981,744.00 for the construction of the proposed Jamboree
Road Police Facility located in Newport Beach, California.
Below is an itemized list of work contained in Addendum #3 and
their respective deductive costs for each of these areas of work:
1. Jail Area'
A.1
All concrete block walls and associated reinforcing
steel and grout ..............................
DEDUCT $
33,414
2 &
6 All metal stud and gypsum board partitions and
all gypsum board ceilings and suspension
systems ....................................
DEDUCT
2, 561
3.
All hollow metal frames for interior doors
and windows ................................
DEDUCT
2, 240
4.
All glass, wire and bullet resisting..........
DEDUCT
4,367
5.
All ceramic the ............................
DEDUCT
2,4$8
7.
All precast concrete planks and associated
hardware for jail cell ceilings ...............
DEDUCT
13, 319
8.
All concrete topping for floors ...............
DEDUCT
1,500
9.
All epoxy coatings for walls, ceilings, and
equipment ............. I ....................
DEDUCT
7, 500
10.
All millwork .................. I ........... .
DEDUCT
685
1401 Voce Street, Sidle -150, Ne ;port kach., California 030'0'0 (714) 8133 -3235
Offlres is Palo �Ilto, Calif niia awl Rerxo, Ne r.•a4a
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City of Newport Beach
July 26, 1973
Page 2
11 & 12 All security jail equipment and furnishings,
and hardware ......................... DEDUCT $
13. & 3- Sitework D. Miscellaneous metal required
to be cast in place in the basic building
structure. and steel .canopy._._. ..... ..... •. -... DEDUCT
B. 1 thru 5 - All electrical ................... DEDUCT
C. 1 & 2 - All plumbing.. ..... .. ..... DEDUCT
(except 1. E. fire sprinkler)
C. 1. E. - Fire sprinkler .................. DEDUCT
D. 1 & 2 - HVAC .......................... DEDUCT
2. Building - General
B. 1 & 2 - Floor finishes ..................... DEDUCT
3. Sitework
C. - Concrete _slab on_ grade.:And :island
fueling ............................... DEDUCT
E. - All underground fuel, oil and waste oil
76,500
2,000
8,309
11,200
11,300
6,100
go
tanks .. ............................... DEDUCT 11,067:
SUB -TOTAL DEDUCT $196,039
Please be advised that the owner has the option of adding the above
work back into the project with the same dollar amount as listed
opposite each item of work. Should the owner elect to exercise this
option, he will issue a change order indicating the work to be added
sufficiently in advance of its inclusion into the project so as not to
interrupt or delay the correct sequence of the project or cause
previously installed work to be removed and /or replaced.
It is our responsibility to point out that as the prospective general
contractor for this project, we do not assume any responsibility for the
design of the facility. Because of this fact, we request that the
Architect be consulted and provide approval prior to the addition of
any of the above mentioned items so that conflicts are avoided and
nothing is added that is dependent upon the inclusion of previously
deleted' items.
City of Newport Beach
• July 26, 1973
Page 3
Below is an itemized list of work described in Addendum N3 which
the owner does not have the option of adding back into the project
unless they are added prior to the execution of the construction
contract.
2. Building - General
A. - Delete North wall of ramp and move ramp northerly
.against the exterior building wall at grid
line A .. ............................... DEDUCT $ 1, 200
3. Sitework
A.1. - Delete 1 inch Asbestos Asphaltice concrete
top coat ............................. DEDUCT
Z,000
B. - Delete all concrete curb and gutter in
parking lot and sidewalk except for walk
at entrance and sidestairs. Use 6" extruded
concrete curbs in lieu of precast detail.DEDUCT
.
6,017
F. - Delete all concrete storm drainage structures
-- including catch basins, concrete valley gutters
and 12 inch concrete pipe. Provide an open
concrete swail structure from the Northwest
corner of the parking lot to the open storm
drainage channel along Jamboree Blvd.. DEDUCT
2, 000
SUB -TOTAL DEDUCT$11,217
Original Bid ..............$1;189.000
Total Deduct ............. $ 207,256
Revised Bid .............. $ 9$1,744
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City of Newport Beach
July 26, 1973
Page 4
Submitted with this letter is Change Order #1 which adds to the
project certain items of work deleted by Addendum #3. If it is
intended that a complete facility be available for future use, the
work described in Change Order #1 must be performed at the outset
of construction activities for the facility. To insure proper sequence
of construction activity, it is necessary that the approved copy of
Change Order #1 accompany the executed contract for construction.
We look forward to working with you on the project and our pre-
pared to start immediately.
Very truly yours,
JOHNSON & MAPE. CONSTRUCTION COMPANY
Robert S. Hilde
Vice Prea dent /General Manager
RSH /ps
•
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JOHNSON
& N4A,PE
July 26; 1973.
CONSTRUCTION COMPANY
City of Newport Beach
3300 Newport Boulevard
Newport Beach, California 92660
REF: Jamboree Road Police Facility
Change Order #1
Gentlemen:
a (I i,isiun
of InduiI I ws
We are submitting herewith Change Order #1 which must be executed
simutaneously with the construction contract if the owner wishes to
include any of the option items listed in the alternate proposal dated
July 26, 1973.
Electrical underground work required before placing
concrete ........ ............................ADD $1,700
Security equipment, J -1 doors, and access
doors ....... ............................... ADD 1,800
Plumbing work required before placing
concrete .... ............................... ADD 2,100
Hollow metal ............................... ADD 126
Fire sprinkler underground ................. ADD 3,000
TOTAL ADD $8,726
Provided this meets with your approval, please sign the enclosed copy
of this letter and return it to this office authorizing us to proceed with
the above work for the additional amount of $8, 726. 00.
Very truly yours,
JOHNSON & MAPE CONSTRUCTION COMPANY
Roger F. Mairose
Senior Project Ma.na cr
APPROVED & AUTHORIZED:
Date:
1401 1)o1'(, S1reel, Saitr 150, ATercport Eeack, California 02660 (71 -)833 -2235
Offl w in l's lo Jtlo, (,aI;lb;- aia and R/�fio, d
1'narudnrn"I. ". C.hh"i 1/:ISrnM,rlo.r N1. \n'eJO ri0(....... 11
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CO NTRACT N0. 1514
CITY OF N''CIAPORT BEACH
CONTRACT DOCUMENTS
FOR
CONSTRUCTION OF JAMBOREE ROAD POLICE FACILITY
Approved by the City Council
this 7th day o� 1973.
Ladra Lagios, City C9rk
SUBMITTED BY:
Johnson & Mape Construction Co.
Contractor
1515 Kraemer Boulevard
Address
Anaheim, California 92806
City Zip Code
714 - 630 -2572
Phone
$1,189,000.00
Total Bid Price
(Items 1 through 4 Inclusive)
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Page 1
CITY OF NEWPORT BEACH, CALIFORNIA
AMENDED NOTICE INVITING BIDS
SEALED BIDS will be received at the office of the City Clerk, City Hall, Newport
Beach, California, until 2:00 p.m. on the 10th day of July 1973, at which
time they will be opened and read, for performing work as follows:
CONSTRUCTION OF JAMBOREE ROAD POLICE FACILITY
CONTRACT NO. 1514
Bids must be submitted on the proposal form attached to the contract documents
furnished by the Public Works Department. The additional copy of the proposal form
is to be retained by the bidder for his records. A copy of this Amended Notice
Each bid must be accompanied by cash, certified check or Bidder's Bond, made payable
to the City of Newport Beach, for an amount equal to at least 10 percent of the
amount bid.
The title of the project and the words "SEALED BID" shall be clearly marked on the
outside of the envelope containing the bid.
• The contract documents that must be completed, executed, and returned in the sealed
bid are:
A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Ability and Experience References
G. Guarantee
H. Amended Notice Inviting Bids.
These documents shall be affixed with the signature and titles of the persons signing
on behalf of the bidder. For corporations, the signatures of the President or
Vice President and Secretary or Assistant Secretary are required an3 t—Fie Corporate Seal
shall e affixed to all documents requiring signatures. In the case of a artn>5 ership,
the signature of at least one general partner is required.
No bids will be accepted from a contractor who has not been licensed in accordance
with the provisions of Chapter 9, Division III of the Business and Professions Code.
The contractor shall state his license number and classification in the proposal.
The company issuing Bid Bonds, Labor and Material Bonds, and Faithful Performance
Bonds must be an insurance company or surety company licensed by the State of California.
The companies must also have a current General Policy Holders Rating of A or better;
• and a Financial Rating of at least AAA as per the latest edition of Best's Key Rating
Guide (Property - Liability), or must hold a Certificate of Authority from the Secretary
of the Treasury. under Sections 6 to 13 of Title 6 of the United States Code as
Acceptable Sureties on Federal Bonds.
(cont'd.)
Page 1 a.
Plans, Specifications, and Contract Documents may be obtained at the Public Works
• Department, 3300 West Newport Boulevard, Newport Beach, California 92660.
A deposit of $40.00 will be required for each set of Plans. The deposit will be
returned only upon return of the Plans complete and in good condition within ten
days of the bid opening. Unused Specifications and Contract Documents need not be
returned to the City.
The City has adopted the Standard Specifications for Public Works Construction (1970
Edition with 1971 and 1972 Supplements), prepared by the Southern California Chapters
of the American Public Works Association and the Associated General Contractors of
America. The Standard Specifications will govern for purposes of contractual rela-
tionships. The American Institute of Architects AIA Document A201 "General Conditions
of the Contract for Construction ", April 1970 Edition, is incorporated by reference
into the contract, and will govern for purposes of construction techniques.
In accordance with the provisions of Article 2, Chapter 1, Part 7 of the California
Labor Code (Sections 1770 et seq.), the City Council of the City of Newport Beach
has ascertained the general prevailing rate of per diem wages in the locality in
which the work is to be performed for each craft, classification, or type of workman
or mechanic needed to execute the contract and has set forth these items in Resolution
No. 7718 adopted June 12, 1972. A copy of said resolution is available in the office
of the City Clerk. All parties to the contract shall be governed by all provisions
of the California Labor Code relating to prevailing wage rates (Sections 1170 -1781
inclusive).
• The City of Newport Beach will pay more than 25% of the cost of this construction
project from Federal Revenue Sharing Funds. Therefore, compliance with the Davis -
Bacon Act is required. The effect of the Davis -Bacon Act is that the wages paid by
contractors must at east meet the prevailing wages paid in the area.
The provisions of Part 5a of Title 29, Subtitle A, Code of Federal Regulations will
also apply to this contract. The effect of Part 5a is that the employment of appren-
tices or trainees will be required on the project; and that 25 percent of the appren-
tices or trainees must be in their first year of training; and that the number of
apprentices employed shall be the maximum permitted in accordance with established
ratios.
Provisions of the Davis -Bacon Act and of Part 5a of Title 29, Subtitle A, Code of
Federal Regulations that affect this construction project are included in the contract
provisions under the heading of SPECIAL CONDITIONS.
The Contractor is required to guarantee all work for a period of one year from the
date of acceptance of the contract by the City Council.
The City reserves the right to compare bids based on the prices bid for the basic
building and site improvements (Bid Item No. 1) plus any combination of additive
or deductive bid items (Bid Items 2 through 10 inclusive). All bids will be cum -
pared on the basis of the same combination of bid items; and the same combination
of bid items that is used to compare bids will be used in the award of contract.
The City reserves the right to reject any or all bids, and to waive any informality
• in such bids.
•
•
•
CITY 0= NEWPORT BEACH
PUBLIC WORKS DEP,RTMENT
JAMBOREE ROAD POLICE FACILITY
CONTRACT NO. 1514
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport 3oulevard
Newport Beach, California 92660
Gentlemen:
PROPOSAL
Page lA
The undersigned declares that he has carefully examnined the location of the proposed
work, has read the Notice Inviting Bids, has examined the Plans, Specifications, and
Special Conditions, and hereby proposes to furnish all materials and do all the work
required to complete Contract No. 1514 in accordance with the Plans (Drawing B- 5036 -S,
Sheets 1 through 57 inclusive), Specifications, and Special Provisions, and will take
in full payment therefor the following unit prices for each item complete in place,
to wit:
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
Lump Sum Building and Site Improvements
Construct Police Facility, complete
in place, including building, site
improvements, utility connections;
obtaining all permits, paying all
fees; and furnishing all labor, and
services necessary to complete the
work shown on the plans and in the
specifications for the lump sum
price of:
One Million One Hundred Eighty -
Five Thousand Dollars
and
No Cents
1 Remove and replace existing drive -
Each way approach on Santa Barbara
Drive,:complete in place, for the
lump sum price of:
$1,185,000.00
One Thousand Five Hundred Dollars
and
No Cents $1,500.00 $ 1,500.00
Each
Jamboree Road Police
Fa,1'4"".zY
PROPOSAL
Page IS
'i Ty
UN I T TO-M;
- "Rj�__TON
i:. I r
6i11 -1 PRICE '6 1i'
PRICE PR
I
Construct new driveway approach or,
Each
Santa Barbara Dr ve, complete in
place, for the luip sum price of:
Five Hundred Dollars
No ats nd
Cen
500.00 $ 500.00
2
4. Each
Construct new driveway approach on
private road, complete in place,
for the price of:
-One Thousand Dollars
ana
No Ce nts
1,000.00 2,000.00
Each
ADDITIVE BID ITEMS
5. Lump Sum
Construct vinyl wall covering
throughout all corridors on both
N' corridors on
floors of bui7ifvn_�da not
shown in the finish schedule to
•
have vinyl wall coverings, for
the lump sum price of:
Eighty Seven Hundred Dollars
and
No Cents
8,700.00
Lump.Sum
6. Lump Sum
Construct vinyl wall covering
throughout all interio�rotqgs in
the building That are own in the
finish schedule to have vinyl wall
covering and that are not included in
Bid Item No. 5; and excepting also the
following areas- jail, stair shafts.
utility and custodial spaces, showers,
locker rooms, toilet rooms, vestibules,
closets add storage rooms, mail room,
stolen property room,future gun range,
and ammunition storage room; for the
lump sum price of:
Twenty Two Thousand —Dollars
No Cents d $
an $22,000.00-
•
Camboree Road Police Facility
ITEM QUANTITY
• N0. AND UNIT
ITEM DESCRIPTIG, UNIT
UNIT ?RICE WRIT'Bti IN WORDS PRIG
7. Lump Sum
Furnish an." install carpet throughout
all interior spaces on the second
floor anci throughout all office space
and laboratories on the ground floor
that arP not shown in the finish
schedule to be carpeted; and also
except the following areas: Jai:,
stair shafts, utility and custodial
spaces, showers, locker rooms,
vestibules, closets and storage
rooms, mail roam, stolen property
room, future gun range, and armuni-
tion storage room, for the lump
sum price of
PROPOSAL
Page iC
TOTAL
PRICE
Thirteen Thousand Five Hundred Dollars
and
No Cents $ $ 13,500.00
DEDUCTIVE BID ITEMS
8. Lump Sum Eliminate all improvements from
• parking lot area north of fire
station Deduct the lump sum price
of
0
Eighteen Thousand Dollars
and
No Cents
9. Lump Sum Eliminate electric jail door
operating mechanism. Deduct the
lump sum price of
Eleven Thousand Dollars
and
No Cents
10. Lump Sum Eliminate elevator and equipment
except piston. Deduct the lump
sum price of
$ $ 18,000.00
$ $ 11,000.00
Fourteen Thousand Dollars
and
No Cents $ $ 14,000.00
Jamboree Road Police Facility
PROPOSAL
Page 1D
TOTAL PRICE
WRITTEN IN WORDS,(ITEMS 1 THROUGH 4
INCLUSIVE)
•
One Million
One Hundred Eighty Nine Thousand
Dollars
No
and
Cents
1,189,000.00
$
CONTRACTOR'S
LICENSE NO. 135008 Class B -1
Johnson &
Mape Construction Co.
Bidder's Name
DATE July
10, 1973
S/ Howard
A. Brown, Executive Vice - President
Aut.;orized
Signat: re
BIDDER'S ADDRESS 1515 Kraemer Blvd.
Anaheim, California 92806
TELEPHONE
NUMBER 714- 630 -2572
0
0
Jamboree Roao Poi ice
PROPOSA-
Page 2
•In case of a discre!aancy betwaen words and figures.in the bids submitted, the words
shall prevail.
The City of Newport Beach may elect to include either or both of the additive bid items
as part of the contract. The City EXPRESSLY reserves the right to compare bids based on
either the base bid alone, or on the base bid plus either or both of the additive items.
At the time of award of the contract, the City will designate whether it elects to take
only the base bid, or the base bid plus either or both of the additive items.
The undersigned has checked carefully all of the above figures and understands that the
City will not be responsible for any errors or omissions on the part of the undersigned
in making up this bid.
The undersigned agrees that in case of default in executing the required contract with
necessary bonds within ten (10) days, not including Saturday, Sunday, and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying this bid shall become the property of the City
of Newport Beach.
Licensed in accordance with the Statutes of the State of California provid' for the
registration of contractors, License No. 135008 Classification
Accompanying this proposal is Bond
Cash, Certified eck, Cashier's Check or Bond
in an amount not less than 10 percent of the total bid price.
is The undersigned is aware of the provisions of Section 3700 of the Labor Code which require
every employer to be insured against liability for workmen's compensation or to under-
take self insurance in accordance with the provisions of that code, and agrees to comply
with such provisions before commencing the performance of the work of this contract.
714 - 630 -2572
one Number
,July 10, S
Date
July 10, 1973
Date
Johnson & Mape Construction Co.
Bidder's ame
(CORPORATE SEAL)
S/ Howard A. Brown, Executive Vice - President
Authorized ignature
S/ Robert S. Hilde, Vice Pres. & General Mgr.
Authorized ignature
Corporation
Type of rganization
(Individual, Corporation, or Co- Partnership
• List below names of President, Secretary, Treasurer and Manager if a corporation, and
names of all co- partners if a co- partnership:
Vance C. Mape, President William K. Flynn, Secretary Robert S. Hilde, Vice President
0 c.,.,o -ftl ager
r1
LJ
0
�J
Jamboree Road Police Facility
DESIGNATION OF SUB - CONTRACTORS
PROP
Page
The undersigned certifi4s that he has used the sub -bids of the following
listed contractors in making up his bid and that the sub - contractors listed
will be used for the work for which they bid, subject to the approval of the
City Engineer, and in accordance with the applicable provisions of the
specifications. No change may be made in these sub - contractors except upon,
the prior approval of the Engineer.
Item of Work
1. Drywall
Sub- contractor
Pacific States
2 . Elevator U. S. Elevator
g, Fire Sprinkler Shore
4. Masonry Hatch
5. Painting Brettco
g, Structural Steel Riverside Steel
7. Steel Deck
Wincon
Steel Reinforcing Soule
9. Security Equipment Washington Universal
10. H.V.A.C. Campbell
11. Plumbing McQuire
12, Electrical Murphy
Address
Johnson & Mape Construction Co.
Bidder's Name
S/ Howard A. Brown, Executive Vice - President
Authorized ignature
Cbrporation
Type of rganization
(Individual, Co- partnership or Corp)
1515 Kraemer Blvd.
1 MITI r, M NA M 104:1.
FOR ORIGINAL_ SEE_ CITY CLERK'S FILE COPY
'Jamboree Road Police Facility
• BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MIEN BY THESE PRESENTS,
That we, JOHNSON AND MAPE CONSTRUCTION COMPANY
and ST. PAUL FIRE AND MARINE INSURANCE COMPANY
PROPOSAL
Page 4
as Principal,
as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of
Ten percent of amount bid Dollars ($ l" ), lawful honey of the United
States for the payment of which sum well and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
That if the proposal of the above bounden principal for the construction of
Jamboree Road Police Facility
in the City of Newport Beach, is accepted by the City Counci: of said City, and if the
above bounden principal shall duly 2nter into and execute a contract for such construc-
tion and shall execute and deliver the two (2) bonds described in the "Notice Inviting
•Bids" within ten (10) days (not including Saturday, Sunday and Federal Holidays) from
the date of the mailing of a notice to the above bounden principal by and from said City
of Newport Beach that said contract is ready for execution, then this obligation shall
become null and void; otherwise it be and remain in full force and effect, and the amount
specified herein shall be forfeited to the said City.
In the event that any principal above named executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this 10th day of
July 19 73 .
Corporate Seal (If Corporation) JOHNSON & MAPE CONSTRUCTION COMPANY
Principal
(Attach acknowledgement of
Attorney -in -Fact
July 10, 1973
Connie Barnard, Notary Public
ommission expires February 6,
S/ Howard A. Brown, Executive Vice President
S/ William K. Flynn, Secretary
e
ST. PAUL FIRE AND MARINE INSURANCE CO.
Surety
By S/ Roy C. Lundin
Title Attorney -in -fact
Jamboree Road Police Facility
r1
LJ
NON-COLLUSION AFFIDAVIT
PROPOSAL
Page 5
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any
of them, have in any way, directly or indirectly, entered into any arrangement or
agreement with any other bidder, or with any public officer of such CITY OF `IEWPORT
BEACH w ereby such affiar.t or affiants or either of them, has paid or is to pay to
such bidder or public officer any sum of money, or has given or is to give to such
other bidder or public officer anything of value whatever, or such affiant or
affiants or,either of them has not directly or indirectly, entered into any arrange-
ment or agreement with any other bidder or bidders, which tends to or does lessen
or destroy free competition in the letting of the contract sought for by the
attached bids; that no bid has been accepted from any subcontractor or materialman
through any bid depository, the Bylaws, Rules or Regulations of which prohibit or
prevent the contractor from considering any bid from any subcontractor or material -
man which is not processed through said bid depository, or which prevent any
'subcontractor or materialman from bidding to any contractor who does not use the
facilities of or accept bids from or through such bid depository; that no induce-
ment or any form or character other than that which appears upon the face of the
bid will be suggested, offered, paid, or delivered to any. person whomsoever to
influence the acceptance of the said bid or awarding of the contract, nor has this
• bidder any agreement or understanding of any kind whatsoever, with any person
whomesoever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me by
this 8th day of July ,
19 73
My commission expires:
2 -18 -73
0
S/ Howard A. Brown
S/ Shirley J. Hines
Notary Public
Jamboree Road Police Facility
FOR ORIGINAL SEE CITY CLERK'S FILE COPY
(PROPOSAL IN CITY CLERK'S OFFICE) PROPOSAL
• Page '6
STATEMENT OF FINANCIAL RESPONSIBILITY
The undersigned submits herewith a statement of his.finahcial responsibility.
FINANCIAL STATEMENT IS ATTACHED
•
• S( Howard A. Brown
Signed
Jamboree Road Police Facility
PROPOSAL
Pace 7
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The underli ned submits hr:,rewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Year Description, Approximate Cost, and
Completed For Whom Performed (Detail) Person to Contact Telephone No.
1970 Philco Corporation Harold S. Avery (415) 326 -4350 Ext.4029
Research & Development Buildings
P
Six projects ranging from $500,000
to 15,000,000
igFU Fairchild Camera & Instrument Corp: John Thomas (415) 962 -2315
Construction of Semiconductor
Manufacturing Facility 340,000 sq.ft. $7,000,000
• 1972 U. S. Government McCue, Boone & Tomsick (415) 434 -030Q
General Services Administration
National Archives and Record Center
186,000 sq.ft., $2,000,000
1973 Holiday Inns of America Clement Chen, Jr. (415) 392 -8260
300 room nulti -story hotel on
Stanford land in downtown Palo Alto $4,000,000
1969 Advanced Micro Devices W. L. Sanders (415) 732 -2400
Construction of integrated circuit
plant, $1,500,000
• S/ Howard A. Brown, Executive Vice -Pres.
gne
Bond #40ODH 6348
Premium: included
Page 8
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State of California by
motion adopted July 30, 1973
has awarded to Johnson & Mape Construction Co:
hereinafter designated as.the "Principal ", a contract for
Construction of Jamboree Road Police Facility (Contract No. 1514)
in the City of Newport Beach, in strict conformity with the Drawings and Specifications
and other contract documents on file in the office of the City Clerk.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms thereof require the furnishing of a bond with said contract, providing that if
said Principal or any of his or its subcontractors, shall fail to pay for any materials,
provisions, provender, or other supplies or teams used in, upon,.for,.or about the per-
formance of the work agreed to be done, or for any work or labor done thereon of any
kind, the Surety on this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, We Johnson & Mape Construction Co.
• ... .... .. ...
as Principal, hereinafter designated as the Contractor and
St. Paul Fire and Marine Insurance Co.
as Surety, are held firmly bound Unto the City of Newport Beach, in the sum of
Five Hundred Ninety -f our thousand Five Hundred Dollars ($''594;500.00
said sum being one -half of the estimated amount payable by the City of Newport Beach
under the terms of the contract, for which payment well and truly to be made we bind
ourselves, our heirs, executors and administrators, successors or assigns, jointly and
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the person-or his subcontractors,
fai,l to pay for any materials; provisions, provender, or other supplies or teams, used
in, upon, for, or about the performance, of the work contracted to be done, or for any
other work or labor thereon of any kind or for amounts due under.the Unemployment Insurance
Code with respect to such work or labor, that the Surety or Sureties will pay for the same,
in an amount not exceeding.the sum specified in the bond, and also, in case suit is brought
upon the bond, a reasonable attorney's fee;; to be fixed by the Court as required by the
Provisions of Section 4204 of the Government Code. of the State of California.
U
0
Page 9
(Labor and Material Bond - Continued)
This bond shall inure to the benefit of any and all persons., companies, and corporation
entitled to file claims under Section 1192.1 of the Code of Civil Procedure so as to
give a right of action to them or their assigns in any suit brought upon this bond, as
required by the Provisions of Section 4205 of the Government Code of the State of
California.
And the said Surety, for value
extension of time, alterations
to be performed thereunder or
affect its obligations on this
extension of time, alterations
work or to the specifications.
received, hereby stipulates and agrees that no change,
or additions to the terms of the contract or to the work
the specifications accompanying the same shall in any wise
bond, and it does hereby waive notice of any such change,
or additions to the terms of the contractor or to the
In the event that any principal above named executed this bond as an individual, it is
agreed that the death of any such principal shall not exonerate the surety from its
obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety
above named, on the 20th day of August , 19 73
Cl
Approved as to rm:
,y o
This bond was approved by the City Cou
of the City of Newport Beach by motion
Attest:
(Seal)
(Seal)
Johnson & Mape Construction Co. (Seal)
ontractor
AL
(Seal)
e, vice res. 7- en. M,gr.
and Marine Ins. Co. (Seal)
(Seal)_
in, Attorney -in -fact
1
X a!V771�-o
n 3 o /q��
0
Bond #400DH 6384
Premium: $6,467. 00
Page 10
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted July 30, 1971
has awarded to Johnson & Mape Construction Co.
hereinafter designated as the "Principal ", a contract for
Construction of Jamboree Road Police Facility (Contract No. .1514).
in the City of Newport Beach, in strict conformity with the drawings and specifications
and other contract documents now on file in the office of the City Clerk of the City of
Newport Beach.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms- whereof require the furnishing of a bond for the faithful performance of said
contract;
NOW, THEREFORE, We, Johnson and Mape Construction Company
as Principal, hereinafter designated as the "Contractor ", and
St. Paul Fire and Marine Insurance Company
As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of
One Million One Hundred Eighty =Nine Thousand &No/D099ars ($ 1,189,000.00 ),
said sum being equal to 100% of the estimated amount of the contract, to be paid to
the said City or its certain attorney, its successors, and assigns; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his
or its heirs, executors, administrators, successors, or assigns, shall in all things
stand to and abide by, and well and truly keep and perform the covenants, conditions,
and agreements in the said contract and any alteration thereof made as therein provided
on his or their part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Newport Beach, its officers and agents, as
therein stipulated, then this obligation shall become null and void; otherwise it shall
remain in full force and virtue.
Page 11
0 (Performance Bond - Continued)
'V
,
And said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or addition to the terms of the contract or to the
work to be performed thereunder or to the specifications accompanying the same shall
in any wise affect its obligations on this bond, and it does hereby waive notice
of any change, extension of time, alteration or addition to the terms of the contract
or to the work or to the specifications.
In the event that any principal above named executed this bond as an individual, it
is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, this instPument has been duly executed by the Principal and Surety
above named, on the 20th day of august , 19 73
•
ti
Approved as to
J
Johnson & Mape Construction Co.
PauflFire and Marine Ins.. Co.
Ia ;V
(Seal. }..
(Seal)
(Seal)
(Seal)
,en. Mgr.
(Seal)
-(Seal)
0
L r I
STATE OF CALIFORNIA
ACKNOWLEDGMENT BY SURETY
1 COUNTY OF Mateo
On this_ 13th day of August 197,3, before me, _ Clnnn i 2 Barnard
1 a notary public in and for the State of California with prfn<i al office in Lundin the County of San Mateo
I�oy C.
duly commissioned and sworn, personally appeared
(mown to me to be the attorney -in -tact of the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a Minnesota corporation, and acknowledged
to me that such corporation executed the same.
la Witness, Whereof I haai a hereunto seta mtyl hand iand i1 f! d my official seal, at my office in the aforesaid County, the day and year in
this certificate II6t itte.. ..�
[seal] ( '� �' c Notary Public
I
15001 AAp IaSS s .yrfbinmissian ezp.,c.: t ':wary 6, 1977
j11) IlllliPt: F: ll3fl4GiEaYi :.9ta2:'i`Liili[GIi111111fl1t�
STATE OF CALIFORNIA On this ....... M.01 ........... day of...&4914.st ....... in the year one thousand nine
COUNTY OF ....Santa Clara hundred and ..... 73 ......... before me . ..... ..................
............................ ......
42 Notary Public, State of California, duty commissioned and sworn, personally
appeared ............ Robert S. Hilde
............ — ............. .......
known to me to be the V.i.c.e ..President,..... . of the corporation described
.. .....
in and that executed the within instrument, and also known to me to be the
person....... who executed the within instrument on behalf of the corporation
therein named, and acknowledged to me that such corporation executed the
same ................
IN WITNESS WHMOF I have hereunto set my hand and affixed my official
seat in the............................. County a SAAm.jQ.IqI IVA .......... the day and
year in this certificate first above win
i Notary he at of California
Cowdery's Form No. 28- Acknowledgment Corporation (C C Sea. 1190-1190.1) Mated 5172
Class 1 (A Capital Stock Company)
CERTIFIED COPY OF POWER OF ATTORNEY
Original on File at Home Office of Company. See Certification.
FIDELITY AND SURETY
DEPARTMENT
ST PAUL
IRE and QMARINE
cxndlml Q�lZCP 6 Oa�w
HOME OFFICE: SP. PAUL, MINNESOTA
KNOW ALL MEN BY THESE PRESENTS: That the St. Paul Fire and Marine Insurance Company, a corporation organized
and existing under the laws of the State of Minnesota, and having its principal office in the City of Saint Paul, Minnesota, does hereby
constitute and appoint
Roy C. Lundin
Redwood City, California
its true and lawful attorney(s) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings,
recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or
permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents,
shall be as binding upon the said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as
if the same had been duly executed and acknowledged by its regularly elected officers at its principal office.
This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V,
— Section 6(C), of the By -Laws adopted by the Board of Directors of the ST. PAUL FIRE AND MARINE INSURANCE COMPANY
at a meeting called and held on the 23rd day of January, 1970, of which the following is a true transcript of said Section 6(C).
"The President or any Vice President, Assistant Vice President, Secretary or Resident Secretary, shall have power and authority
(1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the
Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature
thereof, and
(2) To appoint Special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of- attorney issued in
Pursuance of this section andlor any of the By -Laws of the Company, and
(3) To remove, at any time, any such Attorney -in- fact or Special Attorney -in -fact and revoke the authority given him,"
Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said
Company adopted at a meeting duly called and held on the 6th day of May. 1959, of which the following is a true excerpt.
"Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any
certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal
shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal
shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached."
IN TESTIMONY WHEREOF, the St. Paul Fire and Marine Insurance Company has caused this
instrument to be signed and its corporate seal to be affixed by its authorized officer, this 8th
day of March
STATE OF MINNESOTA
s.
County of Ramsey
A. D. 19 72
ST. PAUL FIRE AND MARINE INSURANCE COMPANY
Vice Prtsident.
On this 8th day of March 19 72r before me came the individual who executed the
preceding instrument, to me personally known, and, being by me duly sworn, said that he is the therein described and authorized officer
of the St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company;
that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company.
IN TESTIMONY WHEREOF, I have hereunto set my hand and
affixed my Official Seal, at the City of Saint Paul, Minnesota, the day
and year first above written.
C. L. JAEGER
Notary Public, Ramsey County, Minn.
My Commission Expires June 2, 1974.
CERTIFICATION
I, the undersigned officer of the St. Paul Fire and Marine Insurance Company, do hereby certify that I have compared the
foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said
Power of Attorney,' with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are
correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now
in full force and effect.
IN TESTIMONY WHEREOF, I have hereunto set my hand this day of 19
Stcretary.
'Unlimited as to character and amount.
20870 CPS Rev. 6 -70 Print.d In U.S.A.
1
U
Page 12
C O N T R A C T
THIS AGREEMENT, made and entered into this 207,9 day of L)
1973, by and between the CITY OF NEWPORT BEACH, California, herein-
after designated as the City, party of the first part, and JOHNSON &
MAPE CONSTRUCTION COMPANY, hereinafter designated as the Contractor,
party of the second part.
WITNESSETH: That the parties hereto do mutually agree as follows:
1. For and in consideration of the payments and agreements herein-
after mentioned to be made and performed by the City, the Contractor
agrees with the City to furnish all materials and labor for the con-
struction of the Jamboree Road Police Facility and to perform and
complete in a good and workmanlike manner all the work pertaining there-
to shown on the Plans and Specifications therefor; to furnish at his
own proper cost and expense all tools, equipment, labor, and materials
necessary therefor, (except such materials, if any, as in the said
Specifications are stipulated to be furnished by the City), and to do
everything required by this Agreement and the said Plans and Specifica-
tions.
• 2. For furnishing all said materials and labor, tools and equip-
ment, and doing all the work contemplated and embraced in this Agree-
ment, also for all loss and damage arising out of the nature of the
work aforesaid, or from the action of the elements, or from any unfore-
seen difficulties which may arise or be encountered in the prosecution
of the work until its acceptance by the City, and for all risks of
every description connected with the work; also, for all expenses in-
curred by or in consequence of the suspension or discontinuance of
work, except such as in said Specifications are expressly stipulated
to be borne by the City; and for well and faithfully completing the
work and the whole thereof, in the manner shown and described in the
said Plans and Specifications, the City will pay and the Contractor
shall receive in full compensation therefore the lump sum price, or
if the bid is on the unit price basis, the total price for the several
items furnished pursuant to the Specifications, named in the bidding
sheet of the Proposal, as the case may be.
3. The City hereby promises and agrees with the said Contractor
to employ, and does hereby employ the said Contractor to provide the
materials and to do the work according to the terms and conditions here-
in contained and referred to for the price aforesaid, and hereby con-
tracts to pay the same at the time, in the manner, and upon the conditions
set forth in the Specifications; and the said parties for themselves,
their heirs, executors, administrators, successors and assigns, do
. hereby agree to the full performance of the covenants herein contained.
Page 13
4. The Notice to Bidders, Instructions to Bidders, Contractor's
• Proposal, and the Plans and Specifications, and all amendments thereof,
when approved by the parties hereto, or when required by the City in
accordance with the provisions of the Plans and Specifications, are
hereby incorporated in and made part of this Agreement.
5. Pursuant to Section 3 -2 of the Standard Specifications for
Public Works Construction, 1970 Edition, the City has the authority
to make changes in the plans, specifications, character of the work,
or quality of the work, provided the total arithmetic dollar value of
all such changes, both additive and deductive, does not exceed 25 per-
cent of the contract price.
Should the City issue any deductive change orders, it is
hereby agreed that the City retains the option to reinstate any or
all deleted items at a later date based on the original contract costs
and prices subject to a project schedule approved by the City's
Architect, the City Manager and the Contractor.
6. Pursuant to the Labor Code of the State of California, the
City Council has ascertained the general prevailing rates of per diem
wages for each craft or type of workman needed to execute the contract
and a schedule containing such information is includeded in the Notice
Inviting Bids and is incorporated by reference herein.
7. The Contractor shall assume the defense of and indemnify and
•save harmless the City, the Director of Public Works, and their officers
and employees, from all claims, loss, damage, injury, and liability of
every kind, nature, and description, directly or indirectly arising from
the performance of the contract or work, regardless of responsibility
for negligence; and from any and all claims, loss, damage, injury and
liability howsoever the same may be caused, resulting directly or in-
directly from the nature of the work covered by the contract, regard-
less of responsibility for negligence.
IN WITNESS WHEREOF, the Parties hereto have caused this contract
to be executed the day and year first above written.
Exhibit "A" is attached and made a part
of this Contract.
1�
UAA V, L 17,
erk V c: a
y �i-P RN�
. � 1
CITY OF NEWPORT - B�EEA'CH, CALIFORNIA
Mayor
Johnson & MaUe Construction ComAan
Con ractor
/A (SEAL)
By:
- �. fG
Vance C. Mape
President
Title
c.— __ \
B 4
Robert S. Hilde
Vice Pre ident & General_Tvla er_
Title
•
EXHIBIT "A"
August 16, 1973
Ray Roberts
Johnson & Mape Construction Company
1515 N. Kraemer
Anaheim, California
Subject: Jamboree Road Police Facility
Jail Cell Ceilings
Dear Ray,
Confirming our discussion at this mornings meeting,
Lt. Kelson McD anials and City Manager Robert Wynn approve
the substitution of poured -in -place concrete ceilings in lieu
of precast concrete panels for the subject ceilings.
• Sincerely
/1'et 00;.
5a'mes41X01Robinson, A.I.A.
JKR /jh
cc:
Lt. Kelson McD anials
Robert Wynn
0
ROBINSON o THOMPSON ASSOCIATES • PLANNING o ARCHITECTURE a ENGINEERING
17B75 SKY PARK CIRCLE o SUITE 0 c IRVINE, CALIFORNIA 92707 • (714) 54B -709^.
JAMBOREE ROAD POLICE FACILITY PROPOSAL
Page 14
is GUARANTEE
0
L J
"GUARANTEE FOR CONSTRUCTION OF JAMBOREE ROAD POLICE FACILITY
(CONTRACT 1514)
We hereby guarantee that all work which we will install under the
provisions of Contract No. 1514 of the City of Newport Beach, California,
will be done in accordance with the drawings and specifications, and
that the work as installed will fulfill the requirements included in
the specifications. We agree to repair or replace any or all of our
work, together with any other adjacent work which may be displaced by
so doing, that may prove to be defective in its workmanship or material
within a period of one year from date of acceptance of the above -
mentioned structure by Owner, except for wear and tear and unusual
abuse or neglect.
In the event of our failure to comply with the above- mentioned condi-
tions within a reasonable period of time, as determined by the Owner,
after being notified in writing by the Owner, we do hereby authorize
the Owner to proceed to have said defects repaired and made good at
our expense, and we will honor and pay the costs and charges therefor
upon demand."
Johnson & Mape Cons ruction Company
��
Signe
Robert S. it e
Vice Presi ent & General Manager
Date August 20. 1973
Address 1401 Dove Street, Suite 450
Newport Beach, California 92660
Phone No. (714) 833 -2911
FORM OF GUARANTEE
• SPECIFICATIONS
FOR THE
JPYiBOI -Z ROAD POLICE FACILITY
FOR
THE CITY OF NEWPORT BEACH
•
DATED
NLfARCH 31, 1973
AS PREPARED BY
ROBINSON- THOMPSON ASSOCIATES
PLAN 'NING - ARCHITECTURE - ENGINEERING
17875 Sky Park Circle
Irvine, California
(714) 546 -7091
PROJECT NO. 72058
J
0
SPECIFICATIONS Addendum No. 1
Jamboree Road Police Facility Page 1 of 3
ADDENDUM No. 1
To The
DRAWINGS AND SPECIFICATIONS
For
JAMBOREE ROAD POLICE FACILITY
To Be Erected At
870 Santa Barbara Drive
Newport Beach, California
For
THE CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
40 NEWPORT BEACH, CALIFORNIA 92660
ROBINSON - THOMPSON ASSOCIATES
PLANNING - ARCHITECTURE - ENGINEERING
17875 SKY PARK CIRCLE - SUITE O
IRVINE, CALIFORNIA 92707
(714) 546 -7091
PROJECT No. 72058
June 22, 1973
NOTICE TO BIDDERS: Subject Specifications and Drawings dated
April 16, 1973 are modified by this Addendum No. 1 dated
June 22, 1973. This Addendum No. 1 shall be recognized by all
concerned as an incorporated part or parts of the final contract
documents.
40
SPECIFICATIONS
Jamboree Road Police Facility
TABLE
1. DIVISION 8 - DOORS,
a. Add new section
Section 8B
b. Add new section
Section BE
)F CONTENTS
WINDOWS AND GLASS
titled;
- WOOD DOORS
titled;
- OVERHEAD DOORS
2. DIVISION 9 - FINISHES
a. Add new section titled;
Section 9F - EPDXY COATINGS
3. DIVISION 10 - SPECIALTIES
Addendum No. 1
Page 2 of 3
a. Section 10B - Building Specialties
1. Delete sub headings:
1. TOILET ACCESSORIES
2. METAL TOILET PARTITIONS
b. Add new section titled;
Section 10C - FLAGPOLES
40
0
to
40
SPECIFICATIONS
Jamboree Road Police Facility
SPECIFICATIONS
1. Section 8B - WOOD DOORS
Add new section included herein.
2. Section 8E - OVERHEAD DOORS
Add new section included herein.
Addendum No. 1
Page 3 of 3
3. Section 9E - ACOUSTICAL TILE AND SUSPENSION SYSTEM
a. Refer to page 3, paragraph 9E -07 SUSPENDED CEILINGS:
Delete entire sub paragraph "A" and replace with
the following new sub paragraph;
A. Suspension system shall be Class A non rated
"T" grid as manufactured by Chicago Metallic
Corp., Donn Products, Inc. or an approved
equal. System shall have factory applied line
expansion joints.
4. Section 9F - EPDXY COATINGS
Add new section included herein.
5. Section 10B - BUILDING SPECIALTIES
Add new section included herein.
6. Section 10C - FLAGPOLES
Add new section included herein.
0
nj
40
SPECIFICATIONS Wood Doors
Jamboree Road Police Facility 8B -1
SECTION 8B
WOOD DOORS
8B -01 SCOPE
A. Required: Provide all labor, materials, facilities
and equipment required for a complete installation
of veneered wood doors as shown on the drawings
and specified herein. Doors shall be of type as
manufactured by LAMINATED PLASTIC FABRICATORS,
Whittier, California or an approved equal.
B. This section includes, but is not necessarily
limited to the following items:
1. Solid core wood veneered flush doors.
2. Flush veneered fire rated wood doors.
C. Related work specified elsewhere.
1. Metal doors and frames.
2. Finishing hardware.
3. Glass and glazing.
4. Painting.
8B -02 REQUIREMENTS OF REGULATORY AGENCIES
A. Woodwork Institute of California, "Manual of
Millwork ", August 1, 1969.
B. National Woodwork Manufacturers Association,
"Hardwood Veneered and Plastic Faced Flush
Doors ", NWMA 1.5. 1 -69.
8B -03 SUBMITTALS
A. Shop drawings. Submit as required by the General
Conditions. The drawings shall indicate the W.I.C.
grade or grades specified, the species of veneer
and types of core, as well as door types, class,
size, thickness, hardware, hand, etc.
0
0
40
SPECIFICATIONS
Jamboree Road Police Facility
Wood Doors
8B -2
B. W.I.C. Certified Compliance Certificate. Before
delivery to the job site, the supplier shall
issue a W.I.C. Certified Compliance Certificate
indicating the products he will furnish for this
job and certifying that they will fully meet all
the requirements of the grade or grades specified,
or as modified herein.
C. Guarantee.
1. All doors shall be subject to the provisions
of the "Standard Door Guarantee" of the
National Woodwork Manufacturers Association,
which is incorporated by reference, except
the provisions for duration of guarantee, and
obligations of door manufacturer.
2. The wood door contractor shall obtain from
the door manufacturer and submit to the
Architect a written guarantee that wood doors
will not contain any defects that make them
unsuitable for their intended use, subject
to provisions of "Standard Door Guarantee ",
of the NWMA. Guarantee shall not relieve the
wood door Contractor from the responsibility
of complying with any added requirements
specified. Authorized representative of door
manufacturer shall inspect installed doors,
and will note on the guarantee form that no
provisions of guarantee have been nullified in
manufacture or installation. Solid core
doors shall be guaranteed by manufacturer for
a period of five years for interior locations.
Guarantee period shall start as,stated in the
General Conditions.
3. If a door is defective within the meaning of
the guarantee, manufacturer shall replace therz
at the door manufacturer's expense.
SPECIFICATIONS Wood Doors
Jamboree Road Police Facility 8B -3
D. Laminated Plastic Doors. Patterns and colors of
laminated plastic shall be as selected by the
Architect from laminate manufacturer's current
solid colors, patterns and wood grains.
8B -04 PRODUCT HANDLING
A. Doors shall be received and stored as required
by the NWMA "Standard Door Guarantee ".
8B -05 MATERIALS
A. All doors shall be of the size and thickness
shown on the drawings, shall be manufactured in
accordance with the standards in the latest
edition of the Manual of Millwork of the Woodwork
Institute of California in the grade or grades
hereinafter specified or shown on the drawings,
or as modified herein.
B. Solid Core Veneered Flush Doors
1. Material Requirements
a. Grade - W.I.C. Premium
b. Face Veneers, moldings and edge bands
.(1) Finish - laminated plastic
2. Doors shall be solid wood core flush doors
with glued block cores conforming to para. 4.1
of NWMA l.s. 1 -69, and as follows:
Edge bands shall be 3/4 inch. Top and bottom
rails shall be of hardwood. Cross banding
shall be laid at right angles to the core
stock, shall be a minimum of 1/16 inch thick
and shall extend the full width of the door
blank. Face veneer shall be installed with
the grain parallel to the long dimension of
the door and shall be a minimum of 1/28 inch
thick.
C. Flush Veneer Fire Rated Doors
1. Wood, veneered, fire rated doors shall conform
to the requirements of the Underwriters
Laboratories for the label specified.
SPECIFICATIONS
Jamboree Road Police Facility
Wood Doors
8B -4
2. Material Requirements
a. Grade - W.I.C. Premium
b. Face veneer:
(1) Finish - Laminated plastic.
(2) Species - Premium
D. Openings in Doors
1. Openings for lights shall be made by manufac-
turer in accordance with manufacturer's
details. Furnish doors complete with wood or
metal stops and fasteners for installation of
lights or metal louvers by others.
E. Hardware
1. Hardware for all doors shall be supplied as a
part of the work of other sections.
8B -06 INSTALLATION
A. Prior to installation, all doors shall be inspected
for conformance to specifications, damaged or
faulty surfaces or workmanship.
B. Doors shall be fitted, mortised for hardware,
hardware installed and hung as a part of the work
of other sections.
- E N D -
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10
SPECIFICATIONS Overhead Doors
Jamboree Road Police Facility 8E -1
SECTION BE
OVERHEAD DOORS
BE -01 SCOPE
A. Required: Provide all labor, materials, facilities
and equipment required for a complete installation
of overhead doors as shown on the drawings and
specified herein. .Doors shall be of a type manu-
factured by Cookson, Kinnear, Mahon, or an
approved equal.
8E -02 WORK INCLUDED IN THIS SECTION
Principal items of work included:
A. Motor operated overhead doors.
B. Chain operated overhead doors.
C. Lift type overhead counter door.
8E -03 WORK NOT INCLUDED IN THIS SECTION
A. Channel frames in openings.
B. Electrical interlock devices for door operators.
8E -04 SHOP DRAWINGS
A. Submit shop drawings for all work of this
section in accordance with General Conditions.
8E -05 MATERIALS
A. Curtain: Interlocking units, rolled, not drawn,
formed in easy curves without sharp bends, from
open hearth steel of gauges required by depth of
section for slats. Slat No. 1 is selected for
all roll -up steel doors 10' -0" to 16' -0" wide.
B. Counterbalance: Coil curtain on a pipe of size
sufficient to carry the door load with a deflec-
tion not to exceed .03 inch per foot of opening
SPECIFICATIONS
Jamboree Road Police Facility
Overhead Doors
BE -2
width, and evenly balanced by helical springs
contained in the pipe „ end all springs anchored
to the same tension X d and held in position by
the same adjusting wheel accessible from the
outside.
C. Coil brackets: High grade iron designed to house
the ends of the coils.
D. Hood: House the coil with a sheet metal hood of
No. 24 U.S. gauge.
E. Guides: Built of structural steel to form a slot
of sufficient depth to retain the curtain in the
guides against a wind pressure of 20 p.s.i.
F. Gears: Best grade gray iron, cast steel 'machine-
moulded from machine - cut patterns.
G. Weather stripping: Provide a compressible rubber
extruded seal at the door threshold and fixed in
place by the base angles. The hood shall have a
hinged baffle of neoprene and galvanized sheet
metal so positioned as to form an effective draft
stop when the door is in the closed position.
Weather stripped jambs with continuous end locks.
H. Rolling steel doors, where indicated: Underwriters'
labeled type and so constructed and labeled that
they will meet full approval of Inspection Bureau
having jurisdiction.
I. Power Operated Doors: Cookson Model FCM -B,
face mounting or an approved equal.
Refer to door schedule for doors required to be
power operated.
8E -06 HARDWARE
A. Hardware for all doors: Two lift handles, one in
the center foot piece, each side of door; provide
chain as per manufacturers shop drawings.
40
SPECIFICATIONS
Jamboree Road Police Facility
Overhead Doors
8E -3
B. Hardware for labeled doors: Where called for on
the drawings shall comply with Underwriters'
Standards.
C. Locks and Bolts: All roll up steel doors, except
security port doors, shall have double cylinder
locks and slide bolts. Hardware shall be Adams
Rite No. 970 deadlock.
8E -07 FINISH
A. Galvanizing: Hot process, with a high grade pure
zinc coating. 1.25 oz. per square foot of flat
metal per ASTM Standards. Provide galvanized
surfaces with a phosphate coating for paint
adhesion. Manufacturer shall provide a warranty
of compliance to this coating specifications.
B. Finish: One coat of rust - resisting primer before
shipment.
8E -08 COUNTER FIRE DOOR
A. Provide and install Cookson type FD10 -1, face
of wall mounted, counter fire door.
1. Slats to be Cookson #10 slat, galvanized and
prime coated ready for final paint.
2. Door shall be automatic closing and shall
bear the seal of the Underwriters' Laboratory
declaring a class B label.
8E -09 ERECTION
All doors shall be erected and /or installed by the
manufacturer or his authorized representative and
shall be guaranteed for a period of one year from the
date of completion of erection. Defects in material
and workmanship shall be repaired or replaced without
cost to the owner.
E N D
0
40
40
SPECIFICATIONS
Jamboree Road Police Facility
9F -01 SCOPE
9F -02
9F -03
SECTION 9F
EPDXY COATINGS
Epoxy Coatings
9F -1
A. Reauired: Provide all labor, materials, facilities
and equipment required for a complete installation
of epoxy coatings as specified herein.
WORK INCLUDED IN THIS SECTION
Principal items to receive epoxy coatings are:
A. Jail Floors per Finish Schedule
B. Jail Walls per Finish Schedule
C. Jail Doors and Frames including flush doors and
grilles and hardware.
D. Jail Window Frames
E. Jail Furniture including bunks, tables and
benches and all associated fixtures and attach-
ment devices.
F. Jail Cell and Day Room concrete ceilings.
MATERIALS AND APPLICATION
A. CONCRETE FLOORS
1. Surface Preparation
a. Remove all residual dust and residue from
prior trades. Use high pressure water
rinse and let thoroughly dry.
b. Apply a solution of Task/Master #4 reduced
3 parts water to 1 part #4. Application
is 100 square feet per gallon of solution.
Remove spent solution with a wet or dry
vacuum. Rinse the surface with 120OF to
140OF water and pick up the rinse with a
wet or dry vacuum.
c. Rinse again (second rinse) with clear
water (normal cold water tap temperature)
and remove with a wet or dry vacuum cleaner.
SPECIFICATIONS
Jamboree Road Police Facility
Epoxy Coatings
9F -2
d. Neutralize using a solution of Task/
Master #1 reduced 15 parts water to'l
part #1.
e. Rinse neutralizer with clear water
(normal cold water tap temperature) and
remove with a wet or dry vacuum cleaner.
2. Prime Coat
a. Apply one coat of Degraco (Series #620)
#800 Poly/Ep sealer at a spreading rate
of 250 to 300 square feet per gallon.
Mix one part of Component A to one part
of Component B and allow 30 minutes
induction time before applying.
b. Allow to dry 45 minutes to 60 minutes
based on 770F and 50% relative humidity.
If temperature and humidity conditions
are other than specified consult manu-
facturer for alternate.
3. Ton Coat - Finish Coat
a. Apply Degraco Epi /Gard (Series #600) at
a spreading rate of 125 to 160 square
feet per gallon. Dry film thickness
shall be .015. For anti slip properties,
sprinkle split pumice onto the wet coat at
a rate sufficient to achieve 6M. coverage.
4. Mechanical Keying
a. Mechanical keying of the epoxy floor
materials is required around drains,
posts and threshold terminations. Saw
cut at 450 in direction of epoxy material.
B. CONCRETE AND CONCRETE BLOCK WALLS
1. Surface Preparation
a. Remove all surface contaminates and
residue from prior trades by use of a
stiff bristle or wire brush. Remove all
lumps and fill all holes with cement or
an approved filler material suitable for
use with epoxy coatings.
40
SPECIFICATIONS
Jamboree Road Police Facility
Epoxy Coatings
9F -3
2. Prime Coat - Sealer
a. Apply Degraco Emulsion Block Filler #90046
by airless spray followed immediately
by a squeegee and force the filler into
the surface pores and expose at least 50%
of the underlying surface.
3. Intermediate Coat
a. Apply one coat of Degraco Poly/Ep
(Series #620) white or color at a spread-
ing rate of 325 to 375 square feet per
gallon. Dry film thickness shall be .002
to .0025. Mix equal volumes of Component A
and Component B. Allow 30 minutes induction
time prior to application.
4. Too Coat - Final Coat
a. Same as INTERMEDIATE COAT.
C. CONCRETE CEILINGS
1. Surface Preparation
a. Remove all surface contaminates and residue
from prior trades by use of a stiff bristle
or wire brush. Remove all lumps and fill
all holes with epoxy cement or an approved
filler material suitable for use with
epoxy coatings.
2. Prime Coat
a. Apply Poly/Ep (Series #620) #804 white
epoxy undercoat at a spreading rate of
200 square feet per gallon. Dry film
thickness shall be .0035 to .004. Equal
volumes of Components A and B shall be
mixed together. Allow 30 minutes in-
duction time prior to application.
3. Top Coat - Final Coat
a. Apply Poly/Ep (Series #620) white or color
at a spreading rate of 325 to 375 square
feet per gallon. Dry film thickness shall
be .0025. Mix equal volumes of Components
A and B. Allow 30 minutes induction time
prior to application.
40
SPECIFICATIONS
Jamboree Road Police Facility
Epoxy Coatings
9F -4
D. STEEL BARS, DOORS, FRAMES, FIXTURES AND FURNITURE
Note:
It is recommended that wherever possible prime
coat should be applied in the metal fabricators
shop, however, if this is not possible field
application of the prime coat is acceptable.
Epoxy Coatings sub contractor shall arrange for
and coordinate all work done in the shop of the
fabricator and shall be responsible for compliance
to specifications and final acceptance of the
prime coat at the job site.
1. Surface Preparation
a. Prepare surface in accordance with Steel
Structures Painting Council SP -8 -63.
2. Prime Coat
a. Apply Poly/Ep (Series #620) #167 to metal
surface to achieve a dry film thickness of
.002. Mix equal volumes of Component A
and Component B. Allow 30 minutes in-
duction time prior to application.
40 3. Field Touch -Up
a. After field installation repair damaged
areas with Degraco (Series #620) #167
primer using a brush or airless spray
allowing up to four hours drying time
prior to application of top coat.
4. Intermediate Coat
a. Apply Poly/Ep (Series #620) white or color
at a spreading rate of 325 to 375 square
feet per gallon to achieve a dry film
thickness of .002.
5. Top Coat - Final Coat
a. Apply Degraco Poly/Ep (Series #620) white
or color at a spreading rate of 325 to
375 square feet per gallon to achieve a
dry film thickness of .002.
40 - E N D -
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to
El
SPECIFICATIONS Building Specialties
Jamboree Road Police Facility 1OB -1
SECTION 10B
BUILDING SPECIALTIES
1OB -01 SCOPE
A. Required: Provide all labor, materials, facilities
and equipment required for a complete installation
of building specialties as shown on the drawings
and specified herein.
1OB -02 WORK INCLUDED IN THIS SECTION
Principal items of work include:
A. Metal toilet partitions and metal partitions and
seats for shower compartment dressing rooms.
B. Toilet Accessories
C. Mirrors and Shelves.
1OB -03 SHOP DRAWINGS AND SAMPLES
A. Submit shop drawings and samples as required by
"Supplementary General Conditions" Section.
1OB -04 TOILET AND SHOWER PARTITIONS, DOORS AND SEATS
A. Toilet and shower compartment doors, partitions
and seats shall be Robart Partitions Company's
Type A, floor braced, flush units as indicated
on drawings or an approved equal.
B. Partitions shall be fabricated of 20 gauge gal-
vanized, bonderized steel face sheets, formed to
provide 1" thick panels over cellular core,
excepting doors which shall be formed of 22 gauge
steel face sheets.
C. Pilasters shall be fabricated of 16 gauge galvani-
zed, bonderized, steel face sheets formed to
provide 1 -4" thick panels oiVer cellular core.
SPECIFICATIONS Building Specialties
Jamboree Road Police Facility 1OB -2
D. Seats shall be fabricated of 16 gauge galvanized,
bonderized, steel face sheets formed to provide
1 -4" thick panels over cellular core.
E. Manufacturers standard items including chrome
plated pivots, door handles, strikes (rubber
cushioned), latches and coat hooks.
F. Finish of partitions, doors, and seats shall be
baked on enamel of color or colors as selected
by the architect.
1OB -05 INSTALLATION
A. With exceptions specified herein and /or indicated
on drawings (including approved shop drawings),
all items specified to be provided herein shall
be installed per applicable approved manufacturers
current written recommendations and instructions.
El
- E N D -
0
40
0
SPECIFICATIONS Flagpole
Jamboree Road Police Facility l0C -1
SECTION 10C
FLAGPOLES
1OC -01 SCOPE
Provide all labor, equipment, materials and services
for performing all operations in connection with
aluminum flagpoles, complete, in accordance with
this section and applicable drawings.
1OC -02 SUBMITTALS
Per "General Conditions" Section.
1OC -03 MATERIALS
A. Furnish and install a ground surface, FLANGE
MOUNTED, continuous tapered Flagpole complete
with all necessary hardware and accessories as
manufactured by the HORTIE -VAN Mfg. Co.,
Model #TAFM34.
B. Pole:
The pole to be 34' -0" (overall length), medium
bronze anodized aluminum alloy 6063 -TG, .156 wall
thickness, with a butt diameter of 6 inches, and
a top diameter of 3 -' inches. The pole to be in
two sections. The lower section with a wall
thickness of .156 to be 17' -0 ", and the upper
section with a wall thickness of .156.to be 17' -0 ".
The two sections to be joined in the field without
welding by means of a snug fitting precision
tapered joint (butt to butt, finished without off-
sets and no plug welds). The first 15' -0" to be
straight; the balance of the pole to be tapered.
The base flange for attachment of the pole to the
foundation is to be a one piece casting made from
aluminum alloy 356 -TG. The flange is to be joined
SPECIFICATIONS
Jamboree Road Police Facility
Flagpole
1OC -2
to the pole by means of circumferential welds,
externally at the top of the flange and internally
at the bottom of the pole (prior to shipping from
the manufacturer). Anchor bolts to be hot dipped
galvanized. The finish of the pole to be satin
ground with a coat of wax to avoid stains while
in transit.
C. Flans:
1. Furnish one 5'x8' heavy duty nylon U.S. 50
Star Flag.
2. Furnish one 5'x8' heavy duty nylon California
State Flag.
D. Yardarm:
To be fabricated in two equal lengths of AA6063 -TG
tubing, having a diameter of 2 - #" and a length of
5' -0" each. The outside end of the tube to be
plugged and ground smooth. The finish is to
match that of the pole. The Yardarm sections are
to be attached to the pole in the field without
welding, by inserting each inside and into socket
which has been fabricated to the pole at the
factory. Stainless steel set screws shall be
provided for securing the arms in their proper
position. Yardarm shall be equipped with four
stainless steel, nylon sheaved pulleys attached
with stainless fittings. Four a" diameter
halyards and swivel snaps (2 per each), as spec-
ified below shall be included.
E. Teft Rail:
To be fabricated from one section 3' -0" long from
AA 6063 -TG tubing having a diameter of 3 ". Each
end of the tube shall be plugged and ground
smooth. The teft rail shall be welded into posi-
tion 4' -6" from the butt end of the pole. Four
solid bronze, chrome plated halyard cleats shall
be evenly spaced and attached by means of stain-
less steel machine screws into the rail.
40
as
40
SPECIFICATIONS Flagpole
Jamboree Road Police Facility 1OC -3
F. Hardware and Accessories - Mainmast shall consist
of:
1. One single halyard revolving flagpole truck
with one 2" diameter sheave fully weather -
shielded. Truck shall be heat treated aluminum
bodied with bronze ball bearings.
2. One 4" diameter seamless, polished, stainless
steel ball top ornament attached to the truck
by means of a solid brass rod.
3. One 6" bronze, chrome plated halyard cleat
with 2 stainless steel screws.
4. Two solid bronze swivel snaps attached to a
continuous 4" diameter nylon, dacron jacketed
halyard.
- E N D -
SPECIFICATIONS
I,. Jamboree Road Police Facility
0
ADDENDUM No. 2
To The
DRAWINGS AND SPECIFICATIONS
For
JAMBOREE ROAD POLICE FACILITY
To Be Erected At
870 Santa Barbara Drive
Newport Beach, California
For
THE CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
• NEWPORT BEACH, CALIFORNIA 92660
ROBINSON - THOMPSON ASSOCIATES
PLANNING - ARCHITECTURE - ENGINEERING
17875 SKY PARK CIRCLE - SUITE O
IRVINE, CALIFORNIA 92707
(714) 546 -7091
E
PROJECT No. 72058
July 31, 1973
Addendum No. 2
Page 1 of 4
NOTICE TO BIDDERS: Subject Specifications and Drawings dated
April 16, 1973 are modified by this Addendum No. 2 dated
July 3, 1973. This Addendum No. 2 shall be recognized by all
concerned as an incorporated part or parts of the final contract
documents.
SPECIFICATIONS Addendum No. 2
Jamboree Road Police Facility Page 2 of 4
0 SPECIFICATIONS
1. DIVISION 1 - SCOPE OF PROJECT
Add new paragraph
1A -05 Allowances
The contractor shall provide an allowance of
$2,700.00 to cover the cost of parking lot signs,
exterior building identification signs, interior
door and directional signs and other items of
graphics as selected by the Architect..
2. DIVISION 11 - SECURITY EQUIPMENT
a. Refer to page 11A -2
11A -02 SCOPE OF WORK
Delete from list of Pquipment to b(• furnished
"Light and Ventilating Fixt,ir -s."
3. DIVISION 16 - ELECTRICAL
. a. Refer
to page 16A -3
16A -04
INSTALLATION OF LIGHTING FIXTURES
1. Add the following paragraph;
Contractor shall check with ceiling con -
tractor for fixture mounting on all
recessed troffers.
b. Refer.to
page 16A -10
16A -15
MOTOR CONTROLS, ETC.
1. Add the following paragraph;
Where starters are installed outdoors, on
roof or other high ambient tempe.r.aturP
locations, starters shall be furnished with
ambient compensated overload relays and
positive ventilation shall be provided.
c. Refer
to page 16A -12
16A -18
CONDUCTORS
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1. Revise paragraph one
Conductors shall he
insulation for cable
(1) to read as follows;
copper type TW,600 volt
sizes #14 through #6,
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SPECIFICATIONS Addendum No. 2
Jamboree Road Police Facility Page 3 of 4
and type THW, 600 volt aluminum cables for
sizes #2 and larger. All wire specified
above shall be General Cable, G. E., Rome,
Anaconda, Okonite, Simplex or National.
d. Refer to page 16A -14
16A -22 LAMPS AND BALLASTS
1. Add the following
Ballast shall be
on the Drawings.
4. DIVISION 9 - FINISHES
SECTION 9A - DRYWALL
paragraph;
of voltage as indicated
a. Refer to page 9A -2
9A -03 MATERIALS
1. Add the following paragraph;
H. Metal studs for non -load bearing
partitions shall be channel type studs,
roll formed of 25 gage galvanized
steel, designed for screw attachment of
%Z" and 5/8" gypsum board.
2. Add the following paragraph;
I. Vinyl.Finished Gypsum Board shall be
United States Gypsum Co's Textone
Gypsum Standard Panels and Textone
Firecode Panels where required by
fire rated partitions. All required
accessory pieces shall be United
States Gypsum Co's Standard accessories
for Textone Gypsum Panels and shall be
vinyl finished to match adjacent panels.
SPECIFICATIONS
Jamboree,Road Police Facility
Addendum No. 2
Page 4 of 4
�. DRAWINGS
1. Sheet No. 1 - General Notes, Abbreviations and Symbols.
a. Revise General Note No. 29 subsection A to read,
A. All beams and girders except roof purlins: 1 ".
b. Add new subsection C to General Note No. 29 as follows,
C. Roof purlins and all other secondary roof framing
members:
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2. Drawing No. E -3
a. Omit 3 way switching in PATROL SERGEANT OFFICE #12.
b. Change location of switch and IN -USE sign in
INTERROGATION ROOM #14.
c. Change switch and fixture type to Type A -1 in
VESTIBULE #45. Relocate switches to SQUAD ROOM #10.
d. Add conductor to corridor light circuit in CORRIDOR #24
and omit connection to fixtures in CORRIDOR #23.
e. Add normal circuit power to exit lights and change
one (1) Type C fixture from normal power to emergency
circuit in CORRIDOR #23.
f. Circuit VESTIBULE #J -51 light to emergency circuit EA -10.
g. Add conductor to light circuit to EVIDENCE ROOM #49.
3. Drawing No. E -4
a. Relocate receptacels in Squad Room #10.
4. Drawing No. E -5
a. Fixture in CORRIDOR #108 rear door #107A shall be
changed to Type C2 with 2/40w. RS lamps.
5. Drawing No. E -8
a. Type A Fixture shall be Acme #744 (2) - 24- 40RS -PA
(21 lamp Type Al)
b. Panel EA shall be with
Circuits #1 thru 418.
20 amp. 1 pole breakers for
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SPEC I FI CAT !ON S e
Jamboree Road Police zeacility Page
TABiZ OF CONTENTS
TITLE
5A
Structural Steel
PAGES
Section
GENERAL CONDITIONS
Steel Decking
5 B I - 6
General
Conditions
1
5Cl - 2
Special
Conditions
l
- 14
DIVISION 1 -
GENERAL REQUIREiMENTS
Section
IA Scope of Project
lAl
- 3
DIVISION 2 -
SITE WORK
Section
2A Site Development
2A1
- 5
Section
2B Earthwork
2B1
- 6
DIVISION 3 -
CONCRETE
Section
3A Concrete
3A1
- 10
Section
3B Precast Concrete
3B1
- 6
DIVISION 4 - MASONRY
Section 4A Masonry 4A1 - 4
DIVISION 5 - METALS: STR'':rC_` '::AL AND MISCELLANEOUS
Section
5A
Structural Steel
5Ai - 4
Section
5B
Steel Decking
5 B I - 6
Section
5C
Miscellaneous metal
5Cl - 2
Section
5D
Architectural Metal
5D J. - 2
DIVISION 6 - CARPENTRY
Section 6A Carpentry & Millwork 6A1 - 6
DIVISION 7 - MOISTURE PROTECTION
Section
7A
Built Up Roofing
7A1 - 6
Section
7B
Waterproofing
7B1 - 3
Section
7C
Sheet Metal Work
7C1 - 7
Section
7D
Caulking
7D1 - 3
SPECIFICATIONS
Table
of Contents
Jamboree Road Police Facility
Page 2
TITLE
PAGES
DIVISION 8 - DOORS,
WINDOWS and GLASS
Section 8A
Aluminum Storefront Windows
8A1 - 3
Section 8C
Glass and Glazing
8C1 - 2
Section 8D
Hollow Metal Doors and
Frames
8D1 - 3
DIVISION 9 - FINISHES
9A1 - 5
Section 9A
Dry Wall
9B1 - 4
Section 9B
Ceramic Tile Work
9C1 - 3
Section 9C
Resilient Floor Covering
9D1 - 12
Section 9D
Painting and Decorating
Section 9E
Acoustical Tile and
9E1 - 5
Suspension System
DIVISION 10 - SPECIALTIES
Section 10A
Finish Hardware
1OAl - 4
Section 10B
Building Specialties
1OB1 - 2
1. Toilet Accessories
2. Metal Toilet
Partitions
I#*
DIVISION 11
Section
DIVISION 12
Section
DIVISION 13
DIVISION 14
Section
- EQUIPMENT
11A Security Equipment llA1 - 19
- FURNISHINGS
12A Carpeting 12A1 - 4
- NOT USED IN THIS SPECIFICATION
- CONVEYING SYSTEM
14A Elevators 14A1 - 2
DIVISION 15 - MECHANICAL
Section 15A Plumbing 15A1 - 30
Section 15B Heating, Ventilating and
Air Conditioning 15B1 - 17
DIVISION 16 - ELECTRICAL
Section 16A Electrical 16A1 - 23
CITY OF NEWPORT BEACH STANDARD DRAWINGS
SPECIFICATIONS General Conditions
Jamboree Road Police Facility Page 1
GENERAL CONDITIONS
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I. GENERAL CONDITIONS
A. The standard specifications of the City of Newport Beach shall
govern contractual relationships between the parties to this
contract.
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B. "General Conditions of the Contract for Construction,"
Document A201 of the American Institute of Architects, April,
1970 Edition, is hereby incorporated by reference, and made a
part of this contract, except as modified by the special condi-
tions of this contract.
1. "General Conditions of the Contract for Construction" shall
govern for determining quality of workmanship and materials.
C. In case of any conflict between the Standard Specifications and
the General Conditions of the Contract for Construction, The
Standard Specifications shall govern.
11. ADMINISTRATION OF THE CONTRACT
A. The Public Works Director of the City of Newport Beach shall
administer this contract.
1. Any place where the word "architect" or 'owner" appears in
the "General Conditions of the Contract for Construction,"
AIA Document A201, the words "architect" or "owner" shall
be understood to refer to the Public Works Director of the
City of Newport Beach or his authorized representative.
2. Any Change Order issued to the contractor shall be void
unless signed by the Public Works Director or his authorized
representative.
JHLLL!1LAiliilNl. Spec ;ai C3:1dwi Io::s
Jarlborcc PC I"ce.FacIIity Page
SPECIAL CONDTT.IO;NS
' I. SCOPE OF WORK AD FEES
A. The intent of the City of Newport Beach is to build under this
contract a complete police facility, including the building,
building equipment, parking lot, and site development, but not
including landscaping.
Included in the scope of the contract is the payment of all fees
and the securing of all permits normally charged by governing pub-
lic agencies; the payment of all connection charges normally charged
by serving utilities; arid the furnishing of all material, labor, and
transportation necessary to complete the construction; except that
the following fees normally charged by the City of Newport Beach
will be waived:
All
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2.
3.
4.
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Building excise tax fees
Building and plan check fees normally charged for the
account of the General Fund and including plumbing, elec-
trical, dr wall, and plastering permits
Curb cut fees
Sewer connection fees normally charged for the account of
the City General Fund.
other fees normally charged by the City must be paid by the
tractor. Included among fees that must be paid are:
Business license fees
Water meter connection fees ($150 lump sum)
Fire service connection fees ($50 per inch of nominal diameter)
County Sanitation District connection fees (estimated at $3,960)
The intent of the City is to complete as much of the project as
possible within the amount of funds available. The work to be done
under Bid Items 1 through 4 inclusive consists of constructing
a complete Police Facility. If the lowest responsible bid exceeds
the amount of funds available, the City reserves the right to
deduct one or more of the deductive bid items from the contract
in order to bring the contract within the amount of funds avail-
able. The City also reserves the right to eliminate any or all of
Bid Items numbers 2;.3,.agd 4 '-from the contract at the time that
it is awarded.
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SPECIFICATIONS
Jamboree Road Police tc i i fly
II. CO P' IANICE WITH
S-
peciai X0;161`.1 Gil_
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D RELATED ACTS AS REQUIRED
All viork to be done under this contract must comply with Part 5, Sub-
title A, Title 29, of the Code of Federal Regulations
A. Apprentice and Trainee Employment Requirements
1. The Contractor agrees:
That he will make a diligent effort to hire for
the performance of the contract a number of
apprentices or trainees, or both, in each occu-
pation, which bears to the average number of
the ,ourreymen in that occupation co be employe
in the performance of the contract the applicable
ratio as determined by the Secretary of Labor.
ii. That he will assure that 25 percent of such
apprentices or trainees in each occupation are
in their first year cc training, where feasible.
Feasibility here involves a consideration of
• (a) the availability of training opportunities
for first year apprentices, (b) the hazardous
nature of the work for beginning workers, (c)
excessive unemployment of apprentices in their
second and subsequent years of training.
iii. That during the performance of the contract he
will, to the greatest extent possible, employ
the number of apprentices or trainees necessary
to meet currently the requirements of subdivisions
(i) and (ii) of this subparagraph.
The contractor agrees to maintain records of employment by
trade of the number of apprentices and trainees, apprentices
and trainees by first year of training, and of journeymen,
and the wages paid and hours of work of such apprentices,
trainees and journeymen. The contractor agrees to make
these records available for inspection upon request of the
Department of Labor and the City of Newport Beach.
3. The Contractor who claims compliance based on the
criterion stated in Section 5a.4(b) agrees to maintain
records of employment, as described in Section 5a.3(a)(2),
on non - Federal and nonfederally assisted construction
work done during the performance of this contract in
. the same labor market area. The contractor agrees
to make these records available for inspection upon
request of the Department of Labor and the City of
Newport Beach.
Specifications
Jamboree Road Police Facility
Special Con dItic.-
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4. The contractor agrees to supply one copy of the
written notices required in accordance with
s5a.4(c) at the request of the City of Newport
Beach. The contractor also agrees to supply at
3 -month intervals du-inq performance of the
contract an, after comp'etion of contract per-
formance a u eit :i1*-bing steps taken toward
making a d' ? igei : effort end containing a break-
down by craft, of hours worked and wages paid
for first year apprentices and trainees, other
apprentices and trainees, and journeymen. One
copy o' the statement will be sent to the City
of Newport Beach and one to the Secretary of
Labor.
The contractor agrees to insert in any subcontract
under this contract the requirements contained in
this paragraph (29 CFR 5a3(a) (1), (2), (3), (4),
and (5)). Sections 5a.4, 5a.5, 5a.6, and 5a.7
shall also be attached to each such contract for
the information of the Contractor. The term
"Contractor" as used in such clauses in any sub-
contract shall mean the subcontractor.
0, B. Minimum Wages
1. Minimum wages.
i. All mechanics and laborers employed or working
upon the site of the work, or under the United
States Housing Act of 1937 or under the Housing
Act of 1949 in the construction or development
of the project, will be paid unconditionally and
not less often than once a week, and without sub-
sequent deduction or rebate on any account (except
such payroll deductions as are permitted by regu-
lations issued by the Secretary of Labor under
the Copeland Act (29 CFR Part 3), the full amounts
due at time of payment computed at wage rates not
less than those contained in the wage determination
decision of the Secretary of Labor which is
attached hereto and made a part hereof, regardless
of any contractual relationship which may be
alleged to exist between the contractor and such
laborers and mechanics; and the wage determination
decision shall be posted by the contractor at the
site of the work in a prominent place where it can
be easily seen by the workers. For the purpose of
this clause, contributions made or costs reasonably
• anticipated under section l(b)(2) of the Davis -
Bacon Act on behalf of laborers or mechanics are
considered wages paid to such laborers or mechanics,
subject to the provisions of 29 CFR 5.5(a)(1)(iv).
Specificat -,ons
Jamboree Road Po +ice Facility
Special Conditions
Page e.
Also for the purpose of this clause, regular
contribuk. ions made or costs incurred for more
thar: a weekly period under plans, funds, or
programs, but covering vine particular weekly
period, a:e deer:-,ed to be constructively made
or incurre:i a.:ring such weekly period.
ii. The contracting officer shall require that any
class of laborers or mechanics which is not
listed in the wage determination and which is
to be employed under the contract, shall be
classified or reclassified conformably to the
wage determination, and a report of the action
taken shall be sent by the Federal agency to the
Secretary of Labor. In the event the interested
parties cannot agree on the proper classification
or reclassification of a particular class of
laborers and mechanics to be used, the question
accompanied by the recommendation of the contract-
ing officer shall be referred to the Secretary for
final determination.
iii. The contracting officer shall require, whenever
the minimum wage rate prescribed in the contract
• for a class of laborers or mechanics includes a
fringe benefit which is not expressed as an hourly
wage rate and the contractor is obligated to pay
a cash equivalent of such a fringe benefit, an
hourly cash equivalent thereof to be established.
In the event the interested parties cannot agree
upon a cash equivalent of the fringe benefit, the
question, accompanied by the recommendation of the
contracting officer, shall be referred to the
Secretary of Labor for determination.
iv. If the contractor does not make payments to a
trustee or other third person, he may consider
as part of the wages of any laborer or mechanic
the amount of any costs reasonably anticipated in
providing benefits under a plan or program of a
type expressly listed in the wage determination
decision of the Secretary of Labor which is a part
of this contract: Provided, however, The Secretary
of Labor has found, upon the written request of the
contractor, that the applicable standards of the
Davis -Bacon Act have been met. The Secretary of
Labor may require the contractor to set aside in a
separate account assets for the meeting of obliga-
tions under the plan or program.
2. Withholding
The City of Newport Beach may withhold or cause to be
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Specificatior;s
Janboree Road PoliceFaci.;;y
Special Conditic-.
Pag .,
withheld from the contractor so much of the accrued
payments or advances as may be considered necessary to
pay laborers and mec�anics employed by the contractor
or any subconstractor on the work the full amount of
wages required by the contract. in the event of fail-
ure to pay any labor,:r or mechanic employed or working
on the s to of the work, or under the United States
Housing Act of 1937 or under the Housing Act of 1949
in the cons::ruction or development of the project, al "i
or part of the wages required by the contract, the
(Agency) may, aster written notice to the contractor,
sponsor, applicant, or owner, take such action as may
be necessary to cause the suspension of any further
payment, advance, or guarantee of funds until such
violations have ceased.
3. Payrolls and Basic Records
i. Payrolls and basic records relating thereto will be
maintained during the course of the work and pre-
served for a period of three years thereafter for
all laborers and mechanics working at the site of
the work, or under the United States Housing Act
of 1937, o'r under the Housing Act of 1949, in the
construction or development of the project. Such
records will contain the name and address of each
such employee, his correct classification, rates of
pay (including rates of contributions or costs an-
ticipated of the types described in section 1(b)(2)
of the Davis -Bacon Act), daily and weekly number of
hours worked, deductions made and actual wages paid.
Whenever the Secretary of Labor has found under
29 CFR 5.5(a)(1)(iv) that the wages of any laborer
or mechanic include the amount of any costs reason-
ably anticipated in providing benefits under a plan
or program described in section l(b)(2)(B) of the
Davis -Bacon Act, the conzr4�ctor shall maintain
records which show that the commitment to provide
such benefits is enforceable, that the plan or program
has been communicated in writing to the laborers or
mechanics affected, and records which show the costs
anticipated or the actual cost incurred in providing
such benefits.
ii. The contractor will submit weekly a copy of all pay-
rolls to the City of Newport Beach if the agency is
a party to the contract, but if the agency is not
such a party the contractor will submit the payrolls
to the applicant, sponsor, or owner, as the case may
be, for transmission to the City of Newport Beach.
The copy shall be accompanied by a statement signed
by the employer or his agent indicating that the
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Specifications
Jamboree Road Police Facility
Special Conditions
Paga
payrolls are correct and complete, that the wage
rates contained therein are not less than those
determined by the Secretary of Labor and that the
classifications set forth for each laborer or
mechanic conform with the work he performed. A
submission of a "Weekly Statement of Compliance"
which is required under this contract and the
Copeland regulations of the Secretary of Labor
(29 CFR, Part 3) and the filing with the initial
payroll or any subsequent payroll of a copy of any
findin s by the Secretary of Labor under 29 CFR
5.5(a) 1 ) shall satisfy this requirement. The
prime contractor shall be responsible for the sub-
mission of copies of payrolls of all subcontractors.
The contractor will make the records required
under the labor standards clauses of the contract
available for inspection by authorized representa-
tives of the City of Newport Beach and the Department
of Labor, and will permit such representatives to in-
terview employees during working hours on the job.
4. Apprentices
Apprentices will be permitted to work as such only when
they are registered, individually, under a bona fide
apprenticeship program registered with a State appren-
ticeship agency which is recognized by the Bureau of
Apprenticeship and Training, United States Department
of Labor; or, if no such recognized agency exists in a
State, under a program registered with the Bureau of
Apprenticeship and Training, United States Department
of Labor. The allowable ratio of apprentices to
journeymen in any craft classification shall not be
greater than the ratio permitted to the contractor as
to his entire work force under the registered program.
Any employee listed on a payroll at an apprentice wage
rate, who is not registered as above, shall be paid the
wage rate determined by the Secretary of Labor for the
classification of work he actually performed. The con-
tractor or subcontractor will be required to furnish to
the contracting officer written evidence of the regis-
tration of his program and apprentices as well as of
the appropriate ratios and wage rates, for the area of
construction prior to using any apprentices on the con-
tract work.
5. Compliance with Copeland Regulations (29 CFR Part 3)
The contractor shall comply with the Copeland Regula-
tions (29 CFR Part 3) of the Secretary of Labor which
are herein incorporated by reference.
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Specifications
Jamboree Road Police Facility
6. Subcontracts
Special Conditions
Page 7
The contractor will insert in any subcontracts the
clauses contained in 29 CFR 5.5(a)(1) through (5) and
(7) and such other clauses as the City of Newport
Beach may by appropriate instructions require, and
also a clause requiring the subcontractors to include
these clauses in any lower tier subcontracts which
they may enter into, together with a clause requiring
this insertion in any further subcontracts that may
in turn be made.
Contract Termination; Debarment
A breach of clauses (1) through (6) may be grounds for
termination of the contract, and for debarment as pro-
vided in 29 CFR 5.6.
C. General Area Wage Determinations
General Area Wage Determination Decision No. AP -438 of the
Secretary of Labor applies to this contract. Decision AP -438
was published October 13, 1972, in Volume 37, Pages 21692 of
the Federal Register, (Cited as 37 FR 21692).
Modifications and Supersedeas Decisions to area wage deter-
minations are made from time to time and are published in
the FEDERAL REGISTER. Modifications and Supersedeas Decisions
are effective from their date of publication in the FEDERAL
REGISTER.
Modifications which apply to this contract specifically are
found in Supersedeas Decision No. AP -280 of the Secretary
of Labor, published on March 30, 1973, in 38 FR 8361.
An updated Index to Area Wage Determination and Modifications
as published in the FEDERAL REGISTER pursuant to the Davis -
Bacon and related Acts is published on the first Friday of
each month in the FEDERAL REGISTER.
A copy of the revised area Wage Determinations applicable
to this contract is on file in the office of the City Clerk.
III. QUALIFICATIONS OF CONTRACTOR
In order to be considered for the award of this contract, potential
bidders must have been within the last five years preceding the date
of opening bids, the general building contractor on the following
buildings:
At least five tilt -up type buildings, each of which had a first
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SpeC f,cations
Jamboree Road Police Facility
Special Conditions
Page 8
floor area of at least 10,000 square feet, and each of
which was constructed within the State of California to
the requirements of the Uniform Building Code, or equiva-
lent building codes such as the Los Angeles City Building
Code, Los Angeles County Building Code, or Title 21 of
the California Administrative Code.
IV. SPECIFICATIONS
A. Standard Specifications
Except as hereinafter provided, the provisions of the latest
edition of the "Standard Specifications for Public Works
Construction" and the 1971 and 1972 Supplements thereto, pre-
pared and promulgated by the Southern California Chapters of
the American Public Works Association and the Associated
General Contractors of America, are adopted as the Standard
Specifications for the City of Newport Beach.
AIA General Conditions of the Contract for Construction,
Document A201
Except as hereinafter provided, the provisions of the April,
1970 Edition of AIA Document A201, "General Conditions of the
Contract for Construction" shall govern for the purposes of
determining quality of workmanship and materials.
INSURANCE
A. CONTRACTOR'S LIABILITY INSURANCE: In accordance with Sub-
paragraph 11.1.2 of the General Conditions, the Contractor
shall obtain, pay for and maintain liability insurance in
accordance with the following:
Bodily Injury $250,000
500,000
500,000
Property Damage $100,000
500,000
500,000
500,000
Each person
Each accident
Aggregate products
Each accident
Aggregate protective
Aggregate products
Aggregate contractual
The limits of liability listed above supersede the limits of
liability listed in Section 7 -3 of the Standard Specifications.
B. WORKMAN'S COMPENSATION INSURANCE: In accordance with Sub-
paragraph of the Genera Conditions, the Contractor
• shall provide Workman's Compensation Insurance, including
Employer's Liability, of not less than $100,000 covering
all persons employed by the Contractor.
Specifications
Jamboree Road Police Facility
Spec idl iord'tiions
Page 9
• C. DELIVERY TO OWNER AND ARCHITECT: Two (2) certified copies
of above insurance policies or certificates of insurance
shall be delivered, one (1) to the Owner and one (1) to the
Architect, prior to the commencement of work, and shall not
be cancelled except upon not less than fifteen (15) days written
notice to the Owner and the Architect, in accordance with Sub-
paragraph 11.1.3 of the General Conditions.
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RATING OF INSURANCE COMPANIES:
Insurance carriers for contractor's liability insurance and
workman's compensation insurance shall be licensed by the State
of California, and shall have a current general policyholder's
rating of A or better and a financial rating of at least AAA as
per the latest edition of Best's Key Rating Guide (Property -
Liability).
VI. AWARD AND EXECUTING OF THE CONTRACT
A. Award of Contract (1) The award of the contract, if it is awarded,
will be to the lowest responsible bidder whose proposal complies
with all requirements described. The award, if made, will be
made within 30 days after the opening of the bids. (2) In the
resolution awarding the contract, the City will specify that the
contract price will consist of the price bid for the basic build-
ing and site improvements (Bid Item No. 1), plus that combination
of additive or deductive bid items (Bid Items Nos. 2 through 10
inclusive) that is used to compare bids.
VII. TIME
Execution of Contract - -The contract shall be signed by the
successful i er ancT returned, together with the contract
bonds, within 10 days, not including Sundays, after the bidder
has received notice that the contract has been awarded. No
proposal shall be considered binding upon the City until the
execution of the contract by the City.
The date of the contract shall be the date that the contract
is executed by the City.
Within five (5) calendar days after the execution of the contract
by the City, the City shall issue a notice to proceed.
The contract shall be completed within 365 calendar days from
the date of the notice to proceed.
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Specifications
Jamboree Road Police Facility
VIII. TESTS AND INSPECTIONS
Special Conditions
Page 1;.
a. Initial tests required by contract documents and retesting
if required will be paid for by the contractor.
b. The cost of tests or inspections ordered by the owner for
the purpose of determining the existence of faulty materials
or faulty workmanship shall be paid for by the Contractor,
except when the tests or inspections determine that faulty
materials or faulty workmanship does not exist, in which case
the owner will pay for the tests or inspections.
c. Local, legally constituted public authorities having juris-
diction over this construction, and the owner shall be the
only persons empowered to direct tests to determine compli-
ance or non - compliance with requirements of the work.
IX. TEMPORARY FACILITIES
A. SCOPE: Provide temporary facilities as indicated and speci-
i ie-U—, complete.
• 1. Field Office: Substantially built with plywood floors,
walls s—T1 and ceiling, heavy mineral surfaced composition
roll roofing and adequate glazed and screened windows
for light and ventilation.
a) Trailers of equivalent area and facilities may be pro-
vided, as approved by owner, in lieu of above field
office.
B. SANITARY FACILITIES: Shall conform to requirements of State,
County and Loca Codes and Authorities having jurisdiction.
C. TELEPHONES: Pay for use and installation of a telephone in
office for architect's and owner's use. Be responsible for
installation of a pay telephone needed for use by others
engaged on the site.
D. WATER: Make arrangements for all water used in the work with
needed piping or hose to carry water to every part of work;
and pay for same.
E. ELECTRICAL SERVICE: Electric service required in the perform-
ance of the contract shall be furnished and paid for by the
contractor who shall furnish, install and maintain all temporary
poles and overhead construction, transformers, meters, drops
and other wiring and fittings for both light and power at
. locations required in the work, and shall bear the cost of
making the service connections. It shall be specifically under-
stood that the contractor shall provide all temporary power and
•
Specifications
Jamboree Road Police Facility
Special Conditions
Page 11
lights for the completion.of all work of this contract through-
out all working hours of all trades and shall include in his
bid any overtime considerations for any standby services required
to achieve that end.
When the permanent utility services become available, they
may be used for the purpose of construction, except that
the contractor will be responsibility for all utility bills
incurred until the date of acceptance of the work by the
owner.
F. TEMPORARY HEAT: Provide equipment, fuel, and operators to
maintain adequate temperatures for storage, application and
drying of installed materials and pay for same.
G. CONSTRUCTION EQUIPMENT: Erect, equip and maintain in accord
with statutes and regulations of State and other authorities
and insurance companies having jurisdiction.
1. Provide hoists, scaffolding, staging, runways, pumping
and similar equipment needed for proper prosecution of
the work.
• H. TEMPORARY STORAGE: Materials, temporarily stored, shall be
placed so as to cause no obstruction to roadways, walks or
other means of access, or to underground services.
1. Flammable and Toxic Materials shall not be stored in the
structure(s).
I. SAFETY PRECAUTIONS: Provide fences, barricades, lights for
protection of public against personal injury and property
damage.
J. REMOVAL OF TEMPORARY CONSTRUCTION: Temporary office facili-
ties, toilets, barricades, storage sheds, utilities and other
construction of temporary nature shall be removed from the site
as soon as the progress of the work will permit, and the por-
tions of the site occupied by same shall be properly recondi-
tioned and restored to a condition acceptable to the owner.
X. CLEANUP AND DISPOSAL
A. SCOPE: Perform clean -up and disposal work as herein specified,
complete, in accordance with Section 1 -A of the General Con-
ditions, Paragraphs 4.16, 6.4 and 7.6 as though written in full
therein. Additional clean -up and disposal requirements, as may
• be specified in other Sections, shall be coordinated with the
requirements of this Section.
B. DEFINITION OF CLEAN -UP AREA: Areas to be cleaned up shall be
Specifications
Jamboree Road Police
is
defined as
indicated
sidewalks,
Special Conditions
Facility Page lc
being within the boundaries of this contract as
3n the drawings, and shall include adjacent grounds,
curbs, gutters and streets when involved.
During the Work: At all times, the site, the building(s),
working and clean -up areas, as therein defined, shall be
kept clean and orderly. Ail dirt, debris, waste, rubbish
and disused material, implements and equipment resulting
from the work shall be removed frequently, at regular
intervals and not allowed to accumulate.
FINAL - CLEAN UP: in addition to the requirements specified
above, thoroughly clean the inside and outside of the struc-
ture(,), including all fixtures, equipment, walls, ceilings,
floors, and hardware. This shall include thorough cleaning of
roofs, window and opening ledges and sills, horizontal pro-
jections, exterior steps and platforms, walkways, rails and
other surfaces. Dust, dirt, stains, handmarks, paint spots,
plaster droppings, or other foreign material, shall be com-
pletely removed from the surfaces.
1. Metal Surfaces, including hardware, shall be cleaned and
polished, using only non - corrosive and non - abrasive
• materials that are compatible with protective coatings.
2. Materials with Natural Finish shall be thoroughly cleaned
strictly in accordance with manufacturer's latest printed
recommendations and /or as Architect requires.
Fixtures and Equipment: Plumbing fixtures and like items
shall be cleaned and polished. Lighting fixtures shall
be cleaned free of dust, dirt, stains, or waste material.
Equipment and machinery shall be cleaned; serviced, and
left ready for use. All paper or other temporary labels
shall be removed.
Glass and Tile shall be cleaned of all dirt, marks, labels,
spots or other foreign materials, and washed and polished.
Glass shall be cleaned and polished both sides at time of
final acceptance by the owner.
Ex osed Concrete, floors and walls, shall be washed and
rie ree of streaks or stains.
6. Resilient Floor ing, including base, shall be cleaned,
freshly wahl xed � and buffed as specified.
7. Painted Surfaces shall be cleaned with materials recom-
mended by the manufacturer of the paint. When soiled or
. stained to such an extent that normal cleaning is not
sufficient, painted surfaces shall be refinished as
specified.
Specifications
Jamboree Road Police Facility
C,
J
XI
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XII
Special Conditiorts
Pane
B. Final Inspection: Any deficient cleaning operations, as
determined by the owner shall be immediately corrected.
DISPOSAL: Under no circumstances shall rubbish or waste material
of any description be buried or otherwise disposed of on the site,
whether in fills, backfills or other locations. All debris,
rubbish, and waste or surplus material shall be legally removed
from the owner's property. Particular care shall be taken by
the contractor to see that no dumping or spillage of concrete,
plaster, oil, gas, cleaning fluids or other deleterious matter
is permitted in areas to be planted or where such matter may
drain or be carried into planting areas. Any soil so contami-
nated shall be removed and replaced with approved soil, com-
pacted as required, at the contractor's expense.
SERVICE MANUALS AND RECORD DRAWINGS
A. The contractor
Manuals may be
drawings of all
catalog numbers
address.
PAYMENT
BID ITEMS
shall furnish two service manuals to the owner.
loose leaf and shall contain complete exploded
equipment installed showing components and
together with the manufacturer's name and
The complete construction project consists of the work to be done
under Bid Items 1 through 4 inclusive.
Bid item No. 1 of the Proposal is intended to include full payment
for obtaining all permits, paying all fees, providing all supervision
and labor, and furnishing all transportation and materials necessary
to complete the building and on -site improvements; provide conn-
ections to and pay connection charges to serving utilities;and to
complete the work in a workmanlike manner, except for the construct-
ion of driveway approaches in Santa Barbara Drive and the private
drive adjacent to the site, and also except for the payment of fees
specifically waived in Section I of the Special Conditions.
•
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Specifications
Jamboree Road Police Facility
Fire Sprinkler System
Special .oA iticns
Page 13a
Included in the work to be done under Bid Item No. 1 is pro-
viding a complete fire sprinkler system for the jail area,
including designing the system, securing all approvals necessary
paying connection fees of $50 per inch diameter to the City,
and constructing the complete fire sprinkler system. The
complete fire sprinkler system includes a new tapping valve at
the 12 inch water main in Santa Barbara Drive, asbestos cement
water lateral, and complete private fire service per City
Standard Drawing 512 -L.
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Specifications
Jamboree Road Police Facility
Special Conditions
Page 14
Construction of driveway approaches in Santa Barbara Drive and
the private drive adjacent to the site are provided in Items
2, 3, and 4 of the proposal.
The City hereby specifically reserves the right to award the
contract for Item No. 1 of the proposal alone; or Item No. i
along with any combination of Items 2 through 10 inclusive.
B. ADDITIVE BID ITEMS
Items Numbers 5, 6, and 7 of the proposal are intended to be
Additive Bid Items. The work to be done under Additive Bid
Items is work that is not included in the finish schedule.
All work included in the finish schedule will be paid for
It under Item No. 1.
Item No. 5 of the proposal is work that is not included in the
work to be paid for under Item No. 1.
Item No. 6 of the proposal is work that is not included in the
work to be paid for under Item No. 1 or under Item No. 5.
Item No. 7 of the proposal is work that is not included in the
work to be paid for under Item No. 1.
C. DEDUCTIVE BID ITEMS
Items Numbers 8, 9 and 10 of the proposal are intended to be
Deductive Bid Items. The work shall be deleted from the con-
tract if the resolution awarding the contract so specifies, and
the cost of the work so deleted shall be deducted from the price
bid for Item 1.
Item No. 8 of the proposal includes all new work in the parking
lot north of the existing garden wall which is north of the
fire station. The easterly limit of work included in Item
No. 8 is 33 feet westerly measured at right angles from the
center line of the private road shown on the plans. The
westerly limit of work included in Item No. 8 is a line shown
on Drawing B- 5036 -S, Sheet 4 of 57.
In the event that the City elects to deduct the work under
Item No. 8, a 2" x 8" redwood header will be installed at the
edge of pavement as indicated by note on sheet 4 of 57.
No extra payment will be made for said redwood header.
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SPEC IFICA`110N5 Scope of Protect
Jamborec-toad Police I %acility 1A -i
SECTION IA
SCOPE OF PROJECT
iA -01 GENERAL CONDI ^IONS
General Conditions and Special Conditions are here-
by made a part of this Division 1 and apply to all
other Divisions and Sections as if set forth in full
therein.
1A -02 EXTENT OF WORK: GENERAL
A. This Specification and the accompanying Drawings
are intended, generally, to cover in outline form
the work of the Jamboree Road Police Facility for
The City of Newport Beach, California, for in
accordance with the accompanying Drawings and
these Specifications which have been prepared by
Robinson - Thompson Associates, 17875 Sky Park
Circle, Suite 0, Irvine, California 92707.
13. Work will include General Construction of a new
Police Facility building and related site work
for parking lots and police equipment yard, all
as shown on the accompanying drawings and as
noted in these specifications.
C. Coordination of all work whether included or not
included in the Scope of Work and provisions for
installation of materials and equipment noted on
the plans as N.I.C.
1A -03 WORK NOT INCLUDED
The following are principal items of work and /or
materials and equipment which will not be included
as part of the General Contract.
A. Draperies
SPECIFICATIONS
Jamboree Road Police Facility
Scope of Project
lA -2
• B. Movable furnishings such as chairs, tables,
desks, kitchen and laundry equipment, draperies,
blinds, special furnishings and other operating
equipment noted on the drawings as N.I.C.
C. Telephone equipment and wiring therefore except
conduits and pull wires.
D. Window washing equipment except for embedded
anchors for safety equipment.
E. Radio equipment and wiring therefor except
conduits and pull wires.
F. Automobile and motorcycle maintenance ship equip-
ment.
1A -04 ADDITIVE ALTERNATES
The Contractor shall include, in his Bid Proposal,
• specific amounts for cost of Additive Bid items.
Such specific amounts will be shown separately for each
item and shall not be shown in the total basic Bid
Proposal for the project as described in the Drawings
and Specifications.
•
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SPECIFICATIONS
anworee Road Police 2acilizy
A. Vinyl wall Covering
Scope Of Projcct
lA
1. The contractor shall provide an alternate
cost for use of vinyl wall covering thru -out
all corridors on both floors of the building.
This will be in addition to the areas presently
called out in the finish schedule as having
vinyl wall coverings.
2. The contractor shall provide an alternate cost
for use of vinyl wail covering 11hru -out all
interior spaces excluding the following:
a. Jail Areas
b. Stair Shafts
c. Utility and Custodial Spaces
d. Showers, Locker Rooms, Toilet Rooms and
Vestibules
e. Closets and Storage Rooms
f. Mail Room
g. Stolen Property Room
h. Future Gun Range and Ammunition Storage
Room
B. Carpet
1. The Contractor shall provide an alternate
cost for use of carpet thru -out all interior
spaces on the Second Floor and thru all office
spaces and laboratories on the ground floor.
The same exclusions noted in item 1A- 05,A.,2.
above will be in effect.
- E N D -
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Specifications
Jarrboree Road Police Facility
SECTION ZA
SITE DEVELOPMENT
2A -01 SCOPE
Site Develop-nent
ZA -i
The work to be done under this portion of the contract consists of
furnishing all labor, equipment, transportation, and materials
necessary to complete the site development as shown on the plans.
This portion of the contract requires completion of all work in
accordance with these Special Provisions, the City of .Newport
Standard Special Provisions and Standard Drawings, the Plans
(Drawing No. B- 5036 -S) and the Standard Specifications for Public
Works Construction, 1970 Edition with 1971 and 1972 Supplements;
all of which documents are incorporated by reference into this
contract.
2A -02 TEST BORINGS FLND SOIL DATA
A. Report of soil investigation, of the site is on file at the
office of the Architect. With exceptions indicated on the
drawings, said soil investigation report is for information
only, and neither the City of Newport Beach nor the Architect
assume any responsibility for conclusions the Contractor may
draw therefrom. Data on borings and soil conditions are from
actual borings and from the best information available. The
depths to various types of soil materials are approximate and
are given for genera"i information in connection with this
work.
2A -03 GRADING, EXCAVATION, AND BACKFILL
A. Cleaning and Grubbing
The Contractor shall perform clearing and grubbing on the
entire site in accordance with Section 300 -1 of the Standard
Specifications.
B. Grading
The Contractor shall grade the entire site to finish grades
with due allowances for thickness of pavement, and slabs or
other items to be constructed.
C. Structural Excavation and Backfili
The structural excavation and backfill shall be performed in
accordance with Sections 306 -1 and 300 -3 of the Standard
Specifications.
Structural excavations shall be made to finish elevations
as shown on the plan; and over excavation shall be corrected
Specifications
Jamboree Road Police Facility
Site Development
2A -2
• with Portland cement concrete at the Contractor's expense.
Backfill material shall be clean, pulverized, free from
deleterious material and approved by the Architect.
24 -04 ASPHALTIC CONCRETE CONSTRUCTION
A. Aggregate Base
Aggregate base shall conform to the requirements for
crushed aggregate base as per Section 200 -2 and 400 -213
of the Standard Specifications.
B. Asphalt Concrete Base Course
Asphalt concrete base course shall be Type III -B1 -85 -100
and shall conform to Sections 404 -4, 302 -5.3, and 302 -5.5
of the Standard Specifications.
C. Asbestos - Asphaltic Concrete Surfacin
The 1" asbestos - asphaltic concrete surfacing shall not be
placed until all of the asphalt concrete base course is con-
structed.
• Asbestos - asphaltic concrete surfacing shall be Type
III -C2 -85 -100 using paving grade asphalt and conforming to
Section 400 -4 of the Standard Specifications and as here-
inafter modified.
The asphalt binder mixed with mineral aggregate shall be
between 8.5% and 9.5% by weight of the dry aggregate. The
amount and grade of asphalt binder to be mixed with the
aggregate will be determined by the Engineer.
Chrysotile Coalinga asphaltic asbestos fiber, as manufactured
by Johns-Manville Corporation, or approved equal fiber shall
be added to the mixture of asphaltic concrete at the rate of
21' by weight of the dry aggregate. The asbestos fiber shall
conform to the fo llowing standards:
Rc -Tap Test (100 grams - 3 minutes)
+65 mesh - 40% minimum
Qama tJet Wash
200 mesh - 201' minimum,
Penetration Efficiency
70 -95%
. While stored at the batch plant site, the asbestos shall be
given suitable protection from moisture. Any asbestos which
is wet or damp shall be rejected.
Specifications Site Development
Jamboree Road Police Facility 2A -3
•
C. Asbestos - Asphaltic Concrete Surfacing - Cont'd.
Proportioning and mixing shall conform to Section 203 -6.4
through 203.6.7 of the Standard Specifications. The mixture
shall consist of the following:
Materials Percent by Weight
Aggregate (including filler materials) 88.5 to 89.5
Asphaltic Binder 8.5 to 9.5
Asbestos 2.0
Asbestos fiber shall be added to the mixer from the weight
bin through an inspection plate in the pug mill mixing
chamber. After the asbestos fiber is added to the dry
aggregate, they shall be dry mixed for a minimum of i0
seconds at which time the asphalt may be added. The com-
bined aggregate, asbestos, and asphalt shall then be wet
mixed for an additional 30 seconds minimum. The asbestos
asphaltic concrete mixture shall have a temperature of
310° F to 350° F at the time of discharge from the mixer.
The mixing operations shall be performed in a manner that
• will provide a homogenous, uniform mixture of asphalt,
aggregate and asbestos fibers throughout all material
delivered to the job site. Streaks and /or pockets of
asbestos shall be considered as evidence of inadequate
mixing or other malfunction, and materials containing such
streaks or pockets will not be accepted by the Engineer.
Unacceptable material shall be removed from the project
and disposed of by the contractor at no expense to the City.
The asbestos asphaltic concrete mixture shall be covered
when transported from the batch plant to the paving machine
to assure uniform temperature control; uncovered loads
arriving at the project location will be subject to re-
jection. The mixture shall not be less than 300° F and
not more than 340° F when delivered to the paving machine
at the project site. Any material delivered to the project
at less than 300° F will be automatically rejected.
A SS -lh liquid asphalt tack coat shall be applied at the
rate of 0.04 to 0.80 gallons per square yard to the asphaltic
concrete base course prior to placing the asbestos asphaltic
concrete.
The contractor is cautioned that asbestos- asphaltic paving
mixtures set up at higher temperatures than normal asphaltic
concrete mixtures and every effort shall be made to compact
• the mat as close as practical to paving machine while the
material is in a compactible condition. No mixture shall be
placed on the grade unless the atmospheric temperature is at
least 50° F and rising.
Specifications Site Development
Jamboree Road Police Facility 2A -4
• C. Asbestos - Asphaltic Concrete Surfacing - Cont'd.
The minimum rolling equipment required shall consist of
one pneumatic -tired breakdown roller and two steel - wheeled
rollers all equipped with scrapers to prevent the mixture
from sticking to the rollers. The breakdown rollers shall
proceed immediately behind the paver. Standing of the
rollers on the newly- placed asbestos - asphaltic concrete mat
will not be permitted.
Backcasting after a pass has been made by a roller or so-
called "skin patching" of the surface will not be permitted.
2A -05 PORTLAND CEMENT CONCRETE IMPROVEMENTS
A. General
Portland cement concrete furnished for curb, gutter, walks,
valley gutters and drive approaches shall be Class 564 -C -3000
as per Section 403 -5 (1972 Supplement) of the Standard
Specifications. Portland cement concrete used for driveway
approaches and valley gutters shall attain a minimum modulus
of rupture of 600 psi (tested in accordance with ASTM designa-
tion: C78 -64). Within 28 days after placement portland cement
• concrete shall be securely barricaded immediately following
placement and no vehicular traffic will be allowed thereon
until beam tests yield a minimum modulus of rupture of 450 psi.
B. Curb and Gutter
Portland cement concrete Type "A" curb and gutter and Type "B"
curb shall be constructed in accordance with the City of Newport
Beach Std -101 -L and to the limits as shown on site plan.
C. 4" Thick Portland Cement Concrete Sidewalk
Portland cement concrete sidewalk shall be constructed to the
limits as shown on the site plan.
D. &" Thick Vallev Gutters
Valley gutters over 4" aggregate base shall be constructed to
the limits as shown on the site plan.
2A -06 STORM DRAIN CONSTRUCTION
A. General
Storm drain bedding and backfill shall be placed to the walkway
subgrade line as shown on the plans. The sand bedding material
• under the pipe shall have a minimum sand equivalent of 40.
Specifications
Jamboree Road Police Facility
• Storm Drain Construction - Continued
B. Storm Drain and Appurtenances
Site Development
2A -5
All storm drain pipe, fittings, and "ring Cite" couplings for
joining pipe, shall be Johns - Manville "Transite" pipe Class ii
or an approved equal:
C. Catch Basins
Catch basins shall be constructed in accordance with City of
Newport Beach Standard Drawing Std - 305 -L.
Pipe connections to curb inlets shall be constructed in accord-
ance with City of Newport Beach Standard Drawing Std - 303 -L.
2A -07 OFF -SITE IMPROVEMENT
Off -site improvements such as curbs, gutters, sidewalks, etc. are
not included in the scope of work. Contractor shall be responsible
only to replace, repair or patch those surfaces and trenches re-
quired for utility connections.
For the purpose of this contract, any improvements shown on the plans
• to be made within the private road at the easterly end of the building
site will be considered as off -site improvements, and any improvements
to be made within the private road will not be included within the
scope of this contract.
•
SPECIFICATIONS
Jamboree Road Police Facility
• SECTION 2B
EARTHWORK
•
•
2B -01 SCOPE
Earthwork
2B -1
A. Provide all labor, materials, and equipment re-
quired for earthwork, complete, as shown on the
project design drawings or as specified herein,
including but not limited to:
1. Excavation for footings.
2. Compaction.
3. Disposal of excess earth off site.
4. Import of fill as required.
5. Permits and fees.
6. Tests and inspections.
7. All earthwork necessary to receive and
adjoin other work.
B. Related work in other sections:
1. Trenching and backfilling for utility system.
2. Site grading work other than work included in
this section.
3. Removal of existing vegetation and surface debris.
4. Site development work per Section 2A, Site Devel-
opment Work of these specifications.
2B -02 CONDITIONS
A. Nothing in the division of these specifications
into sections relieves the Contractor from the
responsibility of examining all sections for
interrelated items of work.
B. The work of the section is subject to the provis-
ions of the "General Conditions" and "Special
Conditions" of these specifications.
SPECIFICATIONS Earthworl
Jamboree Road Police Facility 2B -2
C. Applicable Standards: Earthwork shall conform
• with all applicable provisions, requirements, and
recommendations; not in conflict with the project
drawings or specifications; of the standards
following:
1. 1970 Uniform Building Code (U.B.C.) Standards
as referenced.
2. American Society for Testing and Materials
(ASTMi Standards referenced.
3. Report of Foundation Investigation, Proposed
Site for Jamboree Road Police Facility, dated
November 27, 1972 by Evans, Goffman & McCormick,
"Foundation Engineers ", of Santa Ana, California,
hereinafter called "soil report .
4. 1970 Edition of Standard Specifications for
Public Works Construction (SSPWC) as amended
by the City of Newport Beach.
5. Earthwork shall comply with requirements of the
• City of Newport Beach Building Code herein-
after called "building code ".
D. Layout of Wor; <: The Contractor shall be resoonsible
for the accuracy of all layout work and shall retain
the services of a licensed Surveyor or Civil
Engineer to set lines and grades for all construc-
tion at the expense of the Contractor.
E. Soft. Spongy or Unsuitable Bearing Materials: Remove
all soft, spongy or otherwise unsuitable bearing
materials down to solid bearing.
F. All fi11 and backtill in areas which are to receive
footings or slabs shall be compacted to 90ib of the
maximum density obtainable at optimum moisture
content per ASTM D- 1557 -71 modified to use three
layers. Place fill and backfill in 6" lifts
(uncompacted thickness).
•
SPECIFICATIONS
Jarborce Road Police Facility
EarthworK
2B -3
• G. Foundation Engineer: Evans, Goffman & McCormack,
1636 East Edinger Avenue, Santa Ana, California,
(714) 835 -1805. It is required that this Contractor
be fully aware of the soil conditions prior to
start of work. This structure is designed according
to the findings in the soil report and all earthwork
must be approved by this engineering company.
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ii. Existing Utilities. Exercisc extreme care when
excavating near utility lines to avoid damage
thereto. Notify Structural Engineer when utilities
not shown on plans are encountered; do not proceed
with work in such areas until written instructions
are received from the Structural Engineer.
J. Inspection and Approvals: Obtain inspection and
written approval by Structural Engineer, or his
representative, of completed foundation excavations
before placing subsequent work. Give at least 24-
hour notice of readiness for inspection. Do not
pour concrete until excavation has been approved
by Foundation Engineer.
K. Drainage: Keep excavations and site free from
water throughout work. Provide temporary measures
such as curbs, dams, and ditches as required.
L. Protection: Provide and maintain protection to
retain earth banks, protect adjoining grades and
structures from caving, sliding, erosion or other
damage and suitable forms of protection against
bodily injury. Conform bulkheads and shoring to
Construction Safety Orders, Title 6, Industrial
Relations, State of California. Shore vertical
banks as required or slope back at least to a
1:1 slope.
M. Stockpile excavated material approved for backfill
in locations as directed.
Jamboree Road Po-2--e Facility
E arth,.,aor:c
2B -4
• N. Perform compaction tests of in place fill and
back fill as directed by Foundation Engineer.
Material not complying with the project design
drawings or these specifications shall be removed
and replaced at no extra cost to the Owner. Cost
of tests for material satisfying these specifica-
tions shall be paid by the Owner.
O. Notify Foundation Engineer 'two (2) days before
beginning grading so he can inspect and test
grading and compaction.
P. No payment will be allowed f
foundations made necessary :.
authorized excavations or as
to control water or provide
or the extension of
y excessive or un-
a result of failure
adequate protection.
Q. Continuous inspection by a registered building
inspector approved by City of Newport Beachre-
cuired during placement of fill and backfill.
Cost of inspection will be paid by Owner.
• R. PERMITS AND FEES: The contractor shall Secure,
pay for and maintain all required permits, ap-
provals and licenses necessary to legally complete
this work.
2B -03 MATERIALS
A. Fill and Backfili Material: Granular non- exaansive
material free of roots, vegetation, rocks, trash,
lumber, debris, or other deleterious material, as
approved by the Foundation Engineer.
B. Az)provals: Excavated
fill must be approved
prior to placing. If
cavated materials is
material, approved by
necessary to complete
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materials for use as back -
by the Foundation Engineer
quality of approved ex-
insufficient, provide imported
the Foundation Engineer, as
required work.
SPECIFICATIONS
Jamboree Road Police 1' ac.- - 4 4-y
• 2B -04 kORKMANSF.TP
A. EXCAVATION:
E ar z'nwork
2B -5
1. Site Condition: Site clearance and partial
rough grading will be performed to elevations
shown on the design drawings. Grades shall
be _0.20 feet of elevations shown or. the plans.
Contractor shall notify the Architect of any
excessive variation from this prior to start-
ing work. Beginning work constitutes accept-
ance of existing conditions as satisfactory.
2. General: Excavate for foundation spaces,
footings, slabs, walls, steps, sumps, and other
structures shown, to the lines and levels
indicated. Finish bottoms of excavations to a
true, level surface with all steps and off-
sets in footings, walls and slabs located as
shown. Exercise care when excavating for
lower footings so as not to distrub soil under
higher adjacent footings. Make excavations of
• sufficient size to provide ample room for con-
struction of forms, shoring, bulkheading.
Remove surplus materials under building.
3. Rough Excavation: Remove all existing fill,
loose topsoil, expansive topsoil and terrace
deposits in an area extending to five feet
outside the limits of the building and to five
feet outside the limits of footings for steps,
stair walls, retaining walls, and fences.
Scarify surface of soil thus expose 6" and
compact.
4. Per_orm excavation to . ndicated dimensions
and elevations, with adequate allowance for
forms, form removal, installation of water-
proofing and services, and inspection.
Exercise care to avoid loosening of soil
below footings.
U
Sl'r i:i i<:All" i01qS
Jamboree Road Police Facility
arth'worK
2B -6
• B. Foundations: Dampen subgrade for footings prior
to placing concrete. If tranches are sufficiently
stable, footings may be poured directly against
earth as detailed on the structural drawings, sub-
ject to approval of Foundation Engineer.
C. Unauthorized Excess Excavation: below indicated
elevations for foundations, fill with concrete as
approved by the Structural Engineer, at no extra
cost to Owner.
D. SUBGRADE PREPARATION:
i. Upper 6 inches of exposed surface soils, plus
all new fill required to secure finished grade
elevations shall be compacted to 99 /o of maximum
density in accordance with ASTM D1557 -71 standard.
2. Prior to pouring slabs and paving, moisten
subgrade and roll to provide a firm smooth
surface.
• E. All clearing and grading shall be inspected by the
Soils Engineer and certified at the conclusion of
grading operations.
F. Dust Control: At all times, while the work in this
Contract is being performed, precautions shall be
taken as necessary to prevent dust or dirt from
becoming a nuisance to the general public.
F. Clean -Up: Upon completion of earthwork, remove all
surplus earth and other debris from the site. Leave
site in a clean condition ready to receive sub-
sequent work.
- 2 N D -
I '
L_i
SPECl 21C Alp IONS
Jamboree Road Police Facility
• SECTION 3A
CONCRETE
3A -01 SCOPr,
Concr. ce
3A-
A. Provide all labor, materials, and equipment re-
quired for concrete work, complete, as shown on
the project design drawings or as specified
herein„ including but not limited to:
1. Concrete footings, grade beams, slab, second
floor slab poured on steel deck, wails,
columns, beams, steps, etc.
2. Reinforcing steel for concrete.
3. Excavation, grading, filling, and backfilling
required to place footings, slabs, walks, and
other concrete portions of project.
• 4. installation of embeddments provided by others
such as anchor bolts, inserts for welded con-
nections; architectural, electrical and mechan-
ical hardware; etc.
5. Concrete wort necessary to receive and adjoin
other work.
6. Concrete topping for floor at jail.
B. Related work in other sections.
1. Prestressed concrete planks including grout
between planks.
2. Light weight topping on roof deck.
3A -02 CONDITIONS
A. Nothing in the division of these specifications
into sections relieves the Contractor from the
responsibility of examining all sections for
interrelated items of work.
r1
SPECIFICATIONS Con cr_et
Jamboree Road Po iceacility 3A -2
• B. The work of this section is subject to the "General
Conditions" and "Special Conditions ".
C. Erection Procedure: The Contractor shall provide
drawings and structural calculations which define
the method proposed to erect precast concrete
elements. Tine calculations shall demonstrate that
the proposed r:ethod will not induce stresses in the
concrete in excess of those allowed by the building
department or indicated by good engineering practice
and will not cause formation of cracks in the
concrete. The calculations shall be prepared by a
licensed Civil Engineer registered in California.
Submit drawings and calculations to the Structural
Engineer as specified for shop drawings in the
"General Conditions ". Do not construct or erect
precast concrete elements until drawings and cal-
culations have been approved by the Structural
Engineer.
D. Applicable Standards: Concrete work shall conform
with all applicable provisions, requirements, and
• recommendations; not in conflict with the project
drawings or specifications; of the standards
following:
1. Uniform Building Code (U.B.C.) Standards as
referenced.
2. American Society for Testing and Materials
(ASTM) Standards referenced.
3. American Concrete Institute Building Code Re-
quirements for Reinforced Concrete (ACI 3i8 -71)
4. American Concrete Institute (ACS) Standards
referenced.
•
SPECI !'CAT IONS
Mambo ree Roa6 Poii-e Faclllty
Concrete
3A -3
• 5. Recommended Practices for Welding Reinforcing
Steel, Metal Inserts and Connections in Re-
inforced Concrete Construction of the American
Welding Society (AWS DI2.1). Do not weld re-
inforcing steel until welding procedure has
been approved in writing by the Structural
Engineer. Welding procedure shall account for
chemical composition of reinforcing steel as
required by AWS DI2.1.
6. Report of Foundation. Investigation, Proposes
Site for Jamboree Road Police Facility, dated
November 27, 1972 by Evans, Goffman & McCormick,
"Foundation Engineers ", of Santa Ana, California,
hereinafter called "soil report ".
7. AWS Structural Welding Code, 1972, of the
American Welding Society.
E. Concrete work shall comply with requirements of the
City of Newport Beach Building Code hereinafter
called "building code ".
• F. Reinforcing steel delivered to job shall be ac-
companied by reports of mill physical tests and,
where required, by reports of chemical analysis.
Perform testing of reinforcing steel as required
by building department. Cost of testing shall be
paid by Owner.
G. Continous inspection by a registered building
inspector approved by City of Newport Beach re-
quired for concreting involving 3000 psi concrete
at second floor slab. Cost of inspection will be
paid by Owner.
tI. Do not pour concrete against soil until associated
grading, excavations and fill have been approved
by the Foundation Engineer.
•
sPE;CiE1cprclo iS
J�ambo^ee Road Police Facility
Concrete
3A -<
• J. 3000 psi concrete at second fioor slab: Ready
mixed conforming to ASTM C94, Alternate No. 2.
Concrete shall atain an ultimate compressive
strength of 3000 psi at 28 days. Slump 3 ".
Maximum size aggregate-.3/4". Provide 6.2 sacks
cement, minimum, per cubic yard unless otherwise
approved. Establish quality of concrete by Method
2 of building code Sec. 2605 (c). Submit proposed
mix design and supporting compression test and
slump test results to Structural Engineer. Do
not pour concrete until mix design and applicable
test results have been approved in writing by the
Structural Engineer. Mix design shall be prepared
by and testing supervised by a 'Licensed Civil
Engineer registered in California. Cost of mix
design anci compression and slump test shall be
paid by Contractor. The Contractor shall be re-
sponsible for the yield of the mix and the quality
Of all concrete construction.
K, 20Q.Q psi concrete (all coin rete except record
floo_ r slab): Ready mixed conforming to ASTM C94,
• Alternate No. 2. Concrete shall attain an ultimate
strength of 2000 psi at 28 days. Slump 4 ".
Maximum size aggregate: 1�-2". Provide 5.4 sacks
cement, minimum per cubic yard.
L. Should the Contractor desire to increase the work-
ability of the concrete by use of an admixture, he
may do so at his own expense. Such admixture shall
be a recognized standard brand and shall be used
in strict accordance with the manufacturer's printed
instructions. The brand of admixture, amount, and
method of usage shall be approved by Structural
Engineer and building department prior to the in-
clusion of admixture in concrete mix. The use of
an admixture shall not relieve the Contractor of
the responsibility of providing materials compat-
ible with toppings, floor covering, electrical
conduit, or any subsequent work.
•
S �ECIFICATIONS
jariooree igoad Pol:ce Facility
• M. Concrete testing:
Concrete
3A -5
1. Testing by a recognized testing agency, approved
by the Structural Engineer, is required for
all concrete.
2. At least three test cylinders shall be taken
in accordance with U.B.C. Standard 26 -13 -67
for each 150 cubic yards, or fraction thereof,
of concrete poured each day. One cylinder shall
be tested at 7 days, one at 28 days, and the
third stored at the site until after the 28 -day
test is performed. Tests shall be made in
accordance with U.B.C. Standard 26- 13 -67. Sever,
day tests shall show concrete attaining a min-
imum of 60% of required 28 -day strength. The
third cylinder shall be tested if above 28 -day
tests do not indicate acceptable concrete;
otherwise it may be discarded.
3. Slump tests for each required test cylinder
shall be made in accordance with ASTM C143
when cylinders are made.
• 4. Concrete testing costs shall be paid by the
Owner.
5. if the above 28 -day tests fail to meet minimum
ultimate compressive design strength, concrete
shall be considered defective, and cores from
selected areas may be taken as directed by the
Structural Engineer and in accordance with
ASTM C42.
6. If compressive tests of core specimens fail to
meet specifications in design strength concrete
work shall be assumed to be defective and shall
be removed and replaced, or adequately strength-
ened in a manner acceptable to the Structural
Engineer, all at no extra cost to the Owner.
L�
SPECIFICA ^_ _Otis
Oamboree Road Police F cility
Concrete
3A -6
• 7. Repair concrete work to match existing when
coring is done.
S. Costs of coring, testing of cores, and all
necessary repairs pertaining thereto, shall be
paid by the Contractor.
N. Excavation, grading, fill, backfiil shall comply
with requirements of applicable portions of Spec-
ifications and soil report.
O. Concreting w'nen the atmospheric temperature falls
below 40OF shall be in accordance with the recom-
mendations in ACI 306.
P. Concreting when the atmospheric temperature rises
above SOoF. shall be in accordance with the recom-
mendations in ACI 605.
3A -03 MATERIALS
A. Portland Cement: ASTM C150, Type 1. If aggregate
• contain reactive substances use Type 11. All
cement shall be same brand from a single source
and shall be tested per ASTM 0150. Submit test
reports for all cement use.
B. Aggregate s•
1. Hardrock aggregates: ASTM C33. All aggregate
shall be supplied from a single source and be
provided by the same supplier.
2. Light Weight aggregates: ASTM C330.
C. Water: Clean and potable.
D. Curing; Compound: Hunts Process or approved equal.
Curing compound shall be applied in accordance with
manufacturer's recommendations. Curing compound
shall comply with ASTM C309.
SPEC _y 10NS Concrete
jamboree Road Police Facility 3A -7
• E. Reinforcing Steel: ASTM A615, Grade 40.
F. Welded Wire Fabric: ASTM A185 and ASTM A82.
U. Admixture: Master i?uiiders Company "Pozzolith"
used --,er manufacturer's recommendations or
approved equal.
3A -D4 WORKMAiiSHIP
A. Examine surfaces and work to receive concrete
work. Beginning work constitutes acceptance of
existing conditions as satisfactory.
B. All work shall comply with the applicable require-
ments of the building code and the soil report.
C. Do not add water to ready mixed concrete delivered
to site unless approved by Structural Engineer.
Water may be added to concrete, as approved, after
a proposed program of water control has been sub-
mitted to and approved by (in writing) the
is Structural Engineer.
D. Provide control and construction joints per plans
except as approved by Structural Engineer and
building department.
E. Concrete Curing. Maintain surface of concrete slabs
and footings in moist condition, continuously,
until completion of finishing operations. One
of the methods listed in Section 1201 (b) of ACT
301 -66 shall be used. Concrete slabs and footings
shall be cured for a minimum of 7 days as required
by Section 1201 of ACI -66. Formed surfaces shall
be ;cept wet -for seven days or, if forms removed,
cured as required for slabs.
is
SPECIFICATIONS Concrete
Jamboree Roar. Police Facility 3A -8
• F. All concrete work shall comply with all applic-
able requirements and recommendations of ACI 318 -66
and ACI 301 -66.
G. Provide roughened "wisk broom" finish for exposed
concrete floor surfaces except as shown.
H. Grout: 1 part Portland Cement, 2 parts sand per
ASTM C33. Add minimum water to produce flowabie
consistency.
I. Drypack: Mix as specified for grout with minimum
water added for cohesion of mix.
J. Lap reinforcing steel 24 diameters, welded wire
fabric 9" at splices, except as shown.
K. Concrete cover for reinforcing (except as shown).
1. Concrete exposed to weather: 1 -z".
2. Concrete in contact with soil.
• a. Formed: 2 ".
•
b. Poured against soil: 3 ".
3. Slabs: 3/4"
4. All other: 1 -3z"
L. Remove and repair rock pockets, voids and other
defects in concrete as directed by Structural
Engineer.
M. Remove projections, repair all defects and provide
specified finish for all exposed concrete surfaces.
N_ Removal of forms: Per building code or as approved
by Structural Engineer.
SPECIFICATIONS
Jamboree Road Police Facility
Concrete
3A -5
• 0. Fabricate and place reinforcing steel per re-
commendations of ACI 315 -57.
P. Welding of reinforcing steel:
1. All welding shall be accomplished by operators
qualified per AWS D1.0 and approved by build-
ing department.
2. All welding shall comply with AWS D12.1.
3. Do not weld reinforcing until written approval
of applicable mill report has been received
from the Structural Engineer.
4. All shop welding shall be performed in an
licensed shop approved by building department.
5. Continuous inspection required for all field
welding.
Q. Provide 2" chamfer at all exposed concrete edges
• except as shown.
R. Concrete work tolerances: Per ACI 301 -66.
S. Excavation of every description and of whatever
substances, including rock, encountered within the
limits of the work shall be performed to the lines
and grades required to complete the indicated work.
Incorrectly located excavation shall be filled with
concrete of the quality specified for the element
involved.
T. Backfill after completion of footings, slabs,
grade beams, walls, and other construction in-
cluding pipe laying below the elevation of the
final grade:
Prior to backfilling, remove all forms and
clean excavation of all trash and debris.
Place backfill symetrically to prevent
eccentric loading upon or against structures.
r1
LJ
SPECIFICATIONS
Jamboree Road Police Facility
Concrete
3A -1u
• Backfillings against unbraced elements shall-
be made against both sides at the same time.
If bac_lvfill is required on one side only of
unbraced elements, provide bracing on the other
side of the element as required to prevent
loads being transferred to the unbraced element.
Bracing shall not be removed until concrete
has attained the full specified 28 day strength,
and is capable of supporting the imposed loads.
LI
•
U. Excavation, filling and backfilling shall conform
to all applicable recommendations of the soil
report.
V. Concrete finishes:
1. Exterior wall surfaces: See architectural plans.
2. Walking surfaces: As per 3A -04 G above.
3. All other exposed surfaces: Troweled finish
per ACI 301 -66 subsection 1104 c.
4. All other: As formed.
W. Clean uo: Upon completion of this work, the Con-
tractor shall remove all tools, equipment, debris
and trash resulting from the work and dispose of
them away from the site.
- E N D -
S2EC!FICATIONS
Jamboree Road Police :Facility
• SECTION 3B
PRECAST CONCRETE
3B -01 SCOPE
•
Precast Concrete
3B -1
A. Provide all labor, materials, and equipment re-
quired for precast concrete work, complete, as
show: on the project design drawings or as spec-
ified 'herein, including but not limited to:
1. Precast prestressed concrete planks at jail
ceiling.
2. Steel connection material embedded in planks.
3. Steel saddles and hangers as required for
support of planks at openings in planks.
4. Embeddment in planks of hangers, brackets,
clips and other items provided by others for
support or backing of work by others.
5. Grouting, caulking and sealing of precast
concrete elements as shown on drawings and as
required for complete, finished, surfaces and
joints. Fill all voids and cracks.
6. Precast concrete work necessary to receive and
adjoin other work.
B. Related work in other sections.
1. Masonry walls.
%. Precast concrete wails.
SPEC IFI CAT IOdU
jamboree Roan. Police Facility
Precast Concrete
3B -2
• 3B -02 CONDITIONS
A. Nothing in the division of these specifications
into sections relieves the Contractor from the
responsibility of examining all sections for
interrelated items of work.
B. The work of this section is subject to the pro-
visions of the "General Conditions" and the
"Special Conditions" of these specifications.
C. Precast concrete work shall conform with all
applicable provisions, requirements, and recom-
mendations; not in conflict with the project draw-
ings or specifications; of the standards following:
1. 1970 Uniform Building Code (U.B.C.) Standards
as referenced.
2. American Society for Testing and Materials
(ASTM) Standards as referenced.
• 3. American Concrete Institute Building Code
Requirements for Reinforced Concrete (ACI 318 -71).
4. American Concrete Institute (ACI) Standards as
referenced.
5. Recommended Practices for Welding Reinforcing
Steel, Metal Inserts and Connections in Re-
inforced Concrete Construction of the American
Welding Society (AWS D12.11. Do not weld re-
inforcing steel until welding procedure has
been approved in writing by the Structural
Engineer. Welding procedure shall account for
chemical composition of reinforcing steel as
required by AWS D12.1.
6. Report of Foundation Investigation, Proposed
Site for Jamboree Road Police Facility, dated
November 27, 1972 by Evans, Goffman & McCormick,
"Foundation Engineers ", of Santa Ana, California,
hereinafter called "soil report ".
•
SPECIFICATIONS Precast Cocrete
jamboree Road Police Facility 3B -3
• 7. AWS Structural Welding Code, 1972, of the
American Welding Society.
S. 1971 PCI Design Handbook (PCI) of the Pre-
stressed Concrete Institute.
D. The design, manufacture, fabrication and erection
of precast concrete work shall be performed by an
organization thoroughly experienced in precast
prestressed concrete work and the organization
shall obtain the approval of the City of Newport
Beach and the Structural Engineer before begin-
ning any precast concrete work.
E. Mild steel reinforcing bars shall be accompanied by
reports of mill physical tests and where required
by reports of chemical analysis. Perform testing
of reinforcing as required by City of Newport
Beach. Cost of tests required by city shall be
paid by Owner.
F. Prestressing steel shall be tested, packed and
• marked as required by applicable ASTM standard.
Do not fabricate or stress steel until results of
required tests and method of identifying steel
represented by tests has been approved in writing
by the Structural Engineer.
G. Establish quality of concrete for precast concrete
work by method 2 of building code Sec. 2605 (c).
Perform one slump test for each compression test
cylinder per ASTM C143. Submit proposed mix
design and supporting compression: test and slump
test results to the Structural Engineer. Do not
begin concreting until applicable test results
have been approved in writing by the Structural
Engineer. Mix designs shall be prepared by and
testing supervised by a licensed Civil Engineer
registered in California. Cost of mix design and
compression and slump tests shall be paid by
contractor.
SPECIFICATIONS
Jamboree Road Police Facility
Precast Concrete
3B -4
• H. Precast concrete work shall comply with requirements
of the City of Newport Beach Building Code herein
called "building code ".
I 1
LJ
L�
J. Two test cylinders shall be taken in accordance
with U.B.C. Standard 26 -13 for each 150 cubic
yards or fraction thereof of the concrete for pre-
cast concrete work. Tests shall be performed per
U.B.C. Standard 26 -13. One slump test shall be
performed per ASTM C143, for each required test
cylinder using concrete represented by the test
cylinders. Discard and replace precast concrete
elements represented by the tests which indicate
that the concrete in the respective elements is
not of the quality assumed in their design. Cost
of concrete testing shall be paid by Owner.
K. Submit structural calculations and shop drawings,
to the Structural Engineer, as required in "General
Conditions" for shop drawings, for all precast
concrete work. Calculations shall be prepared by
and preparation of shop drawings supervised by a
licensed Civil Engineer registered in California.
Do not begin precast concrete work until receipt
of calculations and shop drawings approved by the
Structural Engineer.
3B -03 MATERIALS
A. Cement: ASTM C150, Type I. All cement shall be of
same brand from a single source and shall be tested
per ASTM C150. Submit test reports for all cement
to be used to Structural Engineer.
B. Aggregate: ASTM C33 or ASTM C330. All aggregate
shall be supplied from a single source by the same
supplier. Test aggregate per ASTM C33 or ASTM C330
and submit test reports to Structural Engineer.
C. Water: Clean and potable.
SPECIFICATIO:tiS
JaTiboree Road Police Facility
D. Reinforcing steel:
E. Prestressing Steel
Precast Concrete
3B -5
ASTM A615 Grade 40.
ASTM A416.
F. Grout: One part cement to three parts concrete
sand by volume. Grout shall attain ultimate com-
pressive strength of 3,000 psi at age 28 days.
G. Concrete setting bed: 2,000 psi concrete per
Section 3A of the specifications.
H. Jail ceiling planks: 6" precast prestressed
hollow core plank per design drawings. Planks
shall be designed and manufactured to support 70
pounds per square foot superimposed load.
3B -04 WORKMANSHIP
A. Examine surfaces and work to receive precast
concrete work. Beginning work constitutes accep-
tance of existing conditions as satisfactory.
• B. Fabrication and welding of steel portions of pre-
cast concrete shall comply with all requirements
of Section 5A, Structural Steel, of these specifi-
cations.
C. welding of reinforcing steel shall comply with
subsection 3B -02 C5 above.
D. Undersicle of jail ceiling precast prestressed
concrete planks shall have a finish equal in smooth-
ness, hardness and durability to that described
in ACI Specifications for Structural Concrete for
Buildings (ACI 301 -66), subsection 1104 (c) as
"troweled finish ".
E. Precast concrete elements shall be manufactured and
installed to PCI tolerances for precast prestressed
concrete products except that adjacent jail ceiling
planks shall be offset vertically by not more than
•
S EC TFZCAT "_GNS
jamboree Road Police Facility
Precast Concri.e
3B -6
• 1/16" as constructed and the position of weld
plates shah be within �," of the position shown
on the project design drawings.
•
•
F. Precast concrete elements as delivered to the
site and installed which do not comply with all
requirements of these specifications shall be
removed and replaced. Field repair of defective
elements not allowed.
G. Do not fabricate precast concrete elements in field
except as shown on project design drawings or as
approved in writing by Structural Engineer.
H. Precast concrete work shall comply with all app-
licable provisions of Section 3A, Concrete, of
these specifications.
J. Upon completion of precast concrete work the
Contractor shall remove all tools, equipment,
debris, unused materials, and trash from the site.
Leave site in clean condition ready to receive
subsequent work.
- R N D -
•
11
U
SPECIFICATIO S ;Masonry
Samboree, Road Police r'a ility 4A -1
SECTION 4A
MASONRY
4A -01 SCOPE
A. Provide all labor, material:, and equipment required
-or masonry work, complete, as shown on the project
design drawings or as specified herein, including
but not limited to:
1. All masonry work indicated on the drawings,
including reinforcing steel, and as specified
herein complete.
2. All preparations and masonry work necessary to
receive and adjoin other work.
3. Installation of embeddments provided by others
such as anchor bolts, inserts for welded con-
nections; architectural, electrical and mechan-
ical hardware; etc.
B. Related work in other sections_
1. Prestressed concrete planks including grout
between planks.
2. Concrete base at jail.
4A -02 CONDITIONS
A. Nothing in the division of these specifications
into sections relieves the Contractor from the
responsibility of examining all sections for
interrelated items of work.
B. The work of this section is subject to the pro-
visions of the "General Conditions" and the
"Special Conditions" of these specifications.
SPEC IF ICA rT-70-NS
Jamboree Road Police Facility
Mason--v
4A -2
• C. Masonry work shall conform with all applicable
provisions, requirements, and recommendations;
not in conflict with the project drawings or
specifications; of the standards following.
i. i970 Ur;iform Building Code (U.B.C.) Standards
as referenced.
2. American Society for Testing and Materials
(ASTM) Standards as referenced.
J. Specifications for Concrete Masonry Construction
(long form) of the Masonry Industry Advertising
Committee (M.I.A.C.).
4. Recommended Practices for Welding Reinforcing
Steel, Metal Inserts and Connections in Re-
inforced Concrete Construction of the American
Welding Society (AWS DI2.1). Do not weld re-
inforcing steel until welding procedure has
been approved in writing by the Structural
Engineer. Welding procedure shall account for
• chemical composition of reinforcing steel as
required by AWS DI2.1.
5. Report of Foundation Investigation, Proposed
Site for Jamboree Road Police Facility, dated
November 27, 1972 by Evans, Goffman & McCormick,
"Foundation Engineers ", of Santa Ana, California,
hereinafter called "soil report ".
6. AWS Structural Welding Code, 1972, of the
American Welding Society.
7. American Concrete Institute (ACI) Standards
as referenced.
D. Masonry shall comply with requirements of the City
of Netmort Beach Building Code hereinafter called
"building code ".
n
U
SPECIFICATIONS Masonry
Jamboree Road Police Facility 4A -3
• E. Reinforcing steel delivered to job shall be ac-
companied by reports of mill physical tests and
where required, by reports of chemical analysis.
Perform testing of reinforcing steel as required
by building department. Cost of testing shall be
paid by Owner.
F. Fabrication of reinforcing steel shall comply
with the recommendations contained in ACI Standard
315 -65, Manual of Standard Practice for Detailing
Reinforced Concrete Structures.
G. Fill all masonry cells with grout.
H. Masonry work involving steel or reinforcing steel
shall comply with all applicable requirements of
Sections 3T. and 5A, Concrete and Structural Steel
respectively.
4A -03 MATERIALS
A. Masonry: ASTM C90, Grade A, U.B.C. STD. 24 -4.
• B. Mortar: Type M per building code.
C. Grout: Course grout per building code. 1. 1 /10:
2.5:2 parts by volume of cement, lime, sand, and
gravel.
D. Lime: Hydrated lime per U.B.C. Standard 24 -19.
E. Reinforcing steel: ASTM A615, Grade 40.
F. Structural steel: ASTM A36.
4A -04 WORKMANSHIP
A. Examine surfaces and work to receive masonry work.
Beginning work constitutes acceptance of existing
conditions as satisfactory.
B. Lap reinforcing steel 40 bar diameters except as
shown on plans.
•
SPEC- "r':::CFTIODiS Mason n,
Jamboree Road Poiice Facility 4A -4
• C. Welding of reinforcing steel shall comply with
requirements of subsection 4A -02 C 5 above.
D. Masonry work shall comply with requirements of the
building code and the M.I.A.C. specification cited
in subsection 4A -02 C 4 above.
E. Upon completion the Contractor shall remove all
debris, unused materials, equipment, and trash
from site. Leave site in a clear. condition ready
to receive subsequent construction.
- E N D -
n
U
SPECIFICATIONS
Jamboree Road Police Facility
• SECTION 5A
STRUCTURAL STEEL
5A -01 SCOPE
11
Structural Steel
5A -1
Provide all labor, materials, and equipment required
for structural work complete as shown on the
drawings and as specified herein including but not
limited to the following:
A. All structural steel shown on the drawings and /or
specified herein.
B. Provide bolts, anchors, inserts, connection clips,
etc. as shown on the plans and /or specified herein
which are to be installed by others.
C. Provide shop coat of paint on all structural steel
surfaces except those which are to be field welded.
Field paint all field welds and adjacent structural
steel surfaces except those which are to be en-
cased in concrete.
D. Clean up.
E. All structural steel work necessary to receive and
adjoin other work.
F. Related work in the other sections.
1. Light gauge steel roof and floor decks.
2. Miscellaneous iron such as handrails, louvers,
etc.
3. Welded studs for composite beams and girders.
5A -02 CONDITIONS
A. Nothing in the division of these specifications
into sections relieves the Contractor from the
responsibility of examining all sections for
interrelated items of work.
B. The work of this section is subject to the pro-
visions of the "General Conditions" and "Special
Conditions" of these specifications.
SPECI^ ICA` IONS
jaraboree Road ,police Facility
Structural Steel
5A -2
• C. Structural steel work shall conform with all app-
licable provisions, requirements, and recommenda-
tions; not in conflict with the project drawings
or specifications; of the standards following:
i. uniform Building Code (U.B.C.) Standards as
referenced.
2. A•:aarican Society for 'resting and Materials
(ASTM) Standards referenced.
3. American Institute of Steel Construction
(RISC) Specifications for the Design, Fabrica-
tion and Erection of Structural Steel for
Buildings.
4. American Institute of Steel Construction Code
of Standard Practice.
5. American Welding Society Welding Code, 1973,
of the American Welding Society.
• 6. International Conference of Building Approved
Research Reports referenced.
D. Structural steel work shall comply with the re-
quirements of the City of Newport Beach Building
Code hereinafter called "building code ".
E. Structural steel shall be identified by heat number.
Steel delivered to the site shall be accompanied
by reports of mill chemical analysies and mill
physical tests in compliance with the applicable
ASTM standards. Submit copies of such mill reports
to the Structural Engineer before fabrication. If
mill reports are not available, steel may be iden-
tified by appropriate tests conducted by a testing
agency approved by the Structural Engineer and the
City of Newport Reach. Approved reports of such
tests may be substituted for the required mill
reports.
•
SPEC! ICCATIOL'�L
Jamboree izoad Pol co ; acili;:y
Structural Seel
5A -3
• F. Submit shop drawings of all materials to be furnished
as specified in the ".General Conditions ". Do not
begin fabrication until receipt of approved shop
drawings.
G. Provide continuous inspection for all field welding.
Inspection agency shall be approved by City of
Newport Beach and Structural Engineer. Cost of
inspection shall be paid by the Owner.
H. Welding shall be performed by certified operators
approved by the City of Newport Beach.
J. Structural steel fabrication shall be performed in
the shop of a licensed fabricator approved by the
City of Newport Beach.
5A -03 TM TERIALS
A. Structural steel: ASTM A36.
B. Pipe: ASTM A53, Type E or S, Grade B, open hearth
• or basic oxygen steel with not more than 0.05%
sulphur or ASTM A36.
C. Rectangular or square steel tubes: ASTM A501.
D. Galvanizing:
Structural steel: ASTM A123.
Bolts: ASTM A394.
Galvanize after fabrication.
E. Bolts: ASTM A307
F. Welding electrodes: ASTM A233 low hydrogen class
E 70 or Grade SAW -2 (per AISC) for submerged arc
welds.
G. Paint: Federal Specification TT -P -86 or as approved
in writing by the Structural Engineer.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 5A -04 WORKMANSHIP
Structural Steel
5A -4
A. Examine surfaces and work to receive structural
steel work. Beginning work constitutes accept-
ance of existing conditions as satisfactory.
B. Structural steel work shall conform to the build-
ing code and to all applicable standards as
specified in subsection 5A -02 C above.
C. Field fabrication not allowed except as approved
in writing by the Structural Engineer. Do not
burn holes or drift unfair holes in field.
D. Erect structural steel straight, plumb, and true
and within tolerances of AISC and as required so
as not to impair the strength, safety, service-
ability or appearance of the structure as designed.
E. Grove welds: Full penetration except as shown.
F. At completion of work remove trash, excess materials,
• falsework, etc. from site. Leave site in clean
condition ready to receive subsequent construction.
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SPFCIFICAaIO'ES
Jamboree Road Police Facility
• SECTION 5B
STEEL DECKING
5B -01 SCOPE
Steel Decking
5B -1
A. Provide all labor, materials and equipment re-
quired for steel decking work, complete, as shown
on the project design drawings or as specified
herein., including but not limited to:
1. Reinforced vermiculite lightweight concrete
roof deck.
2. Corrugated steel roof deck.
3. Corrugated steel dec'c at second floor includ-
ing welded studs for composite beams and girders.
4. Installation of embeddments provided by others
such as anchor bolts, inserts for welded con-
nections; architectural, electrical and mechan-
ical hardware; etc.
5. Steel decking work necessary to receive and
adjoin other work.
6. clean up.
B. Related work in other sections.
1. Fire proofing of structural steel framing.
2. Concrete floor slab at second floor.
3. Built up roofing and flashing.
SPECIFICATIONS
jamboree Road Police Facility
• 58 -02 CONDITIONS
11
•
A. Nothing in the division of
into sections relieves the
responsibility of examining
interrelated items of work.
Steel Decking
5B -2
these specifications
Contractor from the
all sections for
B. The work of i:his section is subject to the pro-
visions of tae "General Conditions" and "Special
Conditions" of these specifications.
C. Applicable Standards: Steel decking work shall
conform with all applicable provisions, require-
ments, and recommendations; not in conflict with
the project drawings or specifications; of the
standards following:
1. Uniform Building Code (U.B.C.) Standards as
referenced.
2. American Society for Testing and Materials
(ASTM) Standards referenced.
3. American Concrete Institute Building Code Re-
quirements for Reinforced Concrete (ACI 318 -71).
4. American Concrete Institute (ACI) Standards
referenced.
5. Recommended Practices for Welding Reinforcing
Steel, Metal Inserts and Connections in Re-
inforced Concrete Construction of the American
Welding Society (AWS DI2.1). Do not weld re-
inforcing steel until welding procedure has
been approved in writing by the Structural
Engineer. Welding, procedure shall account for
chemical composition of reinforcing steel as
required by AWS DI2.1.
6. AWS Structural Welding Code, 1972, of the
American. Welding Society.
SPECIFICATIONS Steel Decking
Jamboree road Police Facility 5B -3
• 7. American Institute of Steel Construction
(RISC) Specifications for Design, Fabrica-
tion and Erection of Structural Steel for
Buildings.
8. American Institute of Steel Construction Code
of Standard Practice.
9. 1.962 edition of Specification for the Design
of Light Gage Cold- Former, Steel Structural
Members of the American Iron and Steel Ir.st-
tute (AISI).
10. International Conference of Building Officials
(I.C.B.O.) approved reports referenced.
E. Steel decking work shall comply with the re-
quirements of the City of Newport Beach Building
Code hereinafter called "building code ".
F. Steel decking work shall comply with all appli-
cable requirements of Sections 3A and 5A, Concrete
• and Structural Steel respectively, of these
specifications.
•
G. Field welding of steel decking, including welded
studs for composite beams and girders, shall be
performed by operators qualified per A.W.S. Struc-
tural Welding Code and certified by the City of
Newport Beach.
H. Continous inspection by a registered building
inspector approved by the City of Newport Beach
required for all field welding of steel decking,
including welded studs for composite steel beams
and girders, and for placement of lightweight
concrete roof deck. Costs of inspection shall be
paid by Owner.
I
SPECIFICATIONS
Jamboree Road Police Facility
Steel Dec7<inq
5B -4
• J. Do not pour concrete for roof deck topping or
door deck slab until steel deck installation,
including field welding, has been approved by the
City of Newport Beach.
•
•
K. Shop fabrication of steel decking materials shall
be performed in the shop of a licensed fabricator
approved by the City of Newport Beach.
L. Submit shop drawings of all steel decking materials,
including welded studs for composite beams and
girders, to be furnished as specified in the
"General Conditions ". Do not begin fabrication
until receipt of approved shop drawings.
M. Material for steel decks delivered to job site
shall be identified by heat number.
N. Perform tension and bending tests and chemical
analysis of steel for roof and floor deck as re-
quired by applicable ASTM specification. Submit
test and analysis reports to Structural Engineer.
Do not fabricate or install steel deck until
receipt of reports approved in writing by Structural
Engineer. Costs of tests shall be paid by Contractor.
P. Perform two 3 inch by 6 inch cylinder compressive
tests, per ASTM C495 -62T, for each 150 cubic yards,
or portion thereof, of lightweight insulating
concrete for roof deck poured each day. Defective
concrete shall be removed and replaced or strenth-
ened as approved in writing by Structural Engineer.
Costs of tests shall be paid by Owner.
Q. All inspection and testing shall be performed by
an agency approved by the City of Newport Beach
and Structural Engineer.
SPECIFICP1Ti0NS Steel Decking
Jan,boree Road Police Facility 5B -5
• 58 -03 MATERIALS
•
U
A. Vermiculite lightweight insulating concrete for
roof deck:
1. Comply with I.C.b{.O. Report No. 1129 or equal
as approved in writing by Structural Engineer.
2. Oven weight: 25 to 30 pounds per cubic foot.
3. Mix: One to six parts by volume of cement and
aggregate.
4. Aggregate: Vermiculite Group I per ASTM C332 -66.
5. 3 inch by 6 inch cylinder compressive strength:
140 pounds per square inch per ASTM C495 -62T.
B. Steel roof deck: ASTM A446, Grade E with 1.25 ounce
galvanized coating class. 1 -5/16 inches deep with
a pitch of 4 -9/16 inches, or equal as approved in
writing by Structural Engineer.
C. Steel floor deck: ASTM
per ASTM A525 -65T wiped
fication QQ- S -775d Type
son Company QL -99 -18 or
by Structural Engineer.
A245 -64 Grade C galvanized
coating and Federal Speci-
1, Class e. H. H. Robert -
equal as approved in writing
D. Welded steel studs for composite beams and girders:
Omark Industries, Inc. KSM Power Point Shear
Conector Studs per U.B.C. Standards No. 27 -6 and
27 -8 in compliance with I.C.B.O. Report No. 2697
or equal as approved in writing by Structural
Engineer.
E. Reinforcing for lightweight insulating concrete
at roof deck: 2 inch hexagonal mesh woven from
No. 19 gauge galvanized wire with additional
longitudinal No. 16 gauge galvanized wires spaced
3 -� inches apart or 4" x 8" No. 12/14 welded wire
fabric. Galvanize hexagonal mesh per ASTM A390,
class 3, with 0.40 ounces per square foot or equal
as approved in writing by Structural Engineer.
SPECIFI=103_\i Steel Deckinq
J airooree Road Police Facili`y 5B -6
• F. Reinforcing for concrete slab at second floor:
Welded wire fabric per ASTM A185.
G. Reinforcing steel: ASTM A615 Grade 40.
H. Structural Steel: ASTM A36.
58 -04 WORKN:ANSHIP
A. Examine surfaces and work to receive steel decking
work. Beginning work constitutes acceptance of
existing conditions as satisfactory.
B. Steel decking work shall conform to the build-
ing code and to all applicable standards as
specified in subsection 5B -02 D above.
C. Field fabrication not allowed except as shown on
project design drawings or approved in writing by
the Structural Engineer.
D. Erect steel decking work straight, plumb, and true
• and with tolerances of AISC and as required so
as not to impair the strength, safety, service-
ability or appearance of the structure as designed.
E. Welding shall comply with requirements of AWS
Structural Welding Code.
F. Provide all necessary accessories as shown on
protect design drawings or required for a complete
finished installation.
G. Joints in steel decks shall occur only over sup-
porting structural steel framing.
H. At completion of work remove trash, excess materials,
falsework, etc. from site. Leave site in clean
condition ready to receive subsequent construction.
- E IN D -
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Si? C.: LCA' I0%.LdS
Jaimbor�_e Road 2ollce acllity
is SECTION 5C
MISCELLANEOUS METAL
5C -Ol SCOPE
r�L
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Miscellaneous Metal
5C
A. Required: All -labor, materials, facilities and
equipment ;necessary to furnish and install all
Miscellaneous Metal work, including but not
limited to:
1. Galvanized iron pipe railings at stairs and
elsewhere as indicated on the drawings and
as required.
2. Formed sheet and bent plate heavier than
10 gauge.
3. All items of structural and miscellaneous
metal required for the completion of the
project and not included in other sections
of these specifications.
4. Metal Ladders: Vertical and ship's ladder type.
5. Gratings and frames, steel and aluminum.
6. Steel plate and angle blocking welded to steel
studs for attachment of work of other trades
as required.
7. Metal stringers and stair framing and metal pan
type stairs.
B. Related work in other sections:
1. Furnishings, hardware, miscellaneous metal
in jail.
2. Structural Steel.
SPECIFICATIONS
Jamboree Road Police Facility
• 5C -02
5C -03
• 5C -04
•
CONDITIONS
Miscellaneous Metal
5C -2
A. Provide shop drawing for Miscellaneous Metal work
per General Conditions of these specifications.
B. Miscellaneous Metal work subject to provisions of
the "General Conditions " .and "Special Conditions"
of these specifications.
MATERIALS
A. All materials shall!
impairing strength,
and shall be formed
defined profiles.
B. Steel shall conform
"Specifications for
Designated A -36 of
be new, free from defects
durability and /or appearance,
to true, straight and sharply
m to the latest issue of
Steel Buildings and Bridges ",
ASTM.
C. Galvanized iron pipe handrails shall be size as
indicated on the drawings.
WORKMANSHIP AND ERECTION
A. Materials, fabrication and erection of miscellaneous
metals shall conform to the applicable provisions
of the specifications, rules and practices set
forth in the latest edition of the "Steel Con-
struction Manual ", published by the American
Institute of Steel Construction, and to the
applicable provisions of all local building
codes.
B. Workmanship shall be in accordance with the best
standard practices of the trade, and shall be
performed by mechanics particularly skilled in
the type of work required.
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SPEC IFIi:ATIT ON5
imiooree Road Police Facuity
SECTION 5D
ARCHITECTURAL METAL
5D -01 SCOPE
Architectural Metal
5D -1
A. Required: Ail labor, materials, facilities
and equipment necessary to furnish and install
Architectural Metal work:
1. All aluminum guardrails and handrailings.
2. Cast aluminum building name letters color
anodized.
3. Stainless steel cover plates for exposed
columns.
4. All other architectural and /or ornamental
type items of metal indicated on the drawings.
B. Not included in this Section:
1. Aluminum windows.
2. Aluminum Storefront and entrance Units.
3. See "Scope of Project" for allowances affect-
ing work of this Section.
5B -02 MATERIALS AND FABRICATION
A. Aluminum shall be alloys as recommended by the
manufacturer to obtain 'uniform anodized colors.
B. Stainless steel shall be Type 302 with No. 4 or
No. 6 finish.
C. Lines and arrises shall be sharp and true and
profiles true to details. Tubing not otherwise
specified shall be of seamless extruded metal.
Construction joints shall be milled to a hair-
line and be welded or securely fastened with
machine screws and "backing plates. Welds shall
SPECIFICATIONS Architectural Metal
amborc�e Road Police Facility 5D -2
be ground smooth. Exposed fastenings such
as bolts and screws shall be of 2024 -T5 alloy.
C. Finish: All aluminum surfaces and exposed fast-
enings shall have Dark Bronze anodized finish
and shall be free from defects and blemishes.
D. Submit color range samples to Architect and
obtain his approval of same prior to pro-
duction. These samples will be used for
comparison purposes during production finish
and sail consist of actual production section
large enough to establish allowable color
shade range
E. Dissimilar Materials: where aluminum is in
contact with other metals, concrete, concrete
block or piaster, the contact surfaces of the
aluminum shall be painted before erection with
heavy coat of bituminous paint of good brush-
ing consistency.
• F. Protective Coating: Prior to shipping aluminum
from factory, apply protective coating to all
exposed surfaces to protect same against stain,
discoloration, abrasion in cleaning or other
surface injury.
5B -03 INSTALLATION
Architctctural Metal Items shall be installed per
selected manufacturer's approved shop and install-
ation drawings and written instructions. Install-
ation shall be by fully qualified workmen skilled in
this type of work. All work shall be set square,
plumb, level and at proper elevation.. Units shall
be securely anchored.
- Elm _
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•
•
•
SPECIFICATIONS Carpentry and Millwork
Jamboree Road Police Facility 6A -1
SECTION 6A
CARPENTRY AND MILLWORK
6A -01 SCOPE
Provide all labor, equipment, materials and services for
performing all operations in connection with carpentry
work, complete, in accordance with this section and the
applicable drawings.
6A -02 SHOP DRAWINGS AND SAMPLES
Submit per "General Conditions" Section.
6A -03 WORKMANSHIP
A. Work shall be performed in accordance with the best
standards of practice relating to the trade and
under constant supervision of a competent foreman,
who shall carefully plan and lay out the work of
carpentry installation as required to carry out the
intent of the drawings and specifications and to
properly accommodate work of other trades.
B. Lumber and framing shall be accurately saw -cut and
fitted into respective locations, true to lines,
grades and levels as indicated or required; and per-
manently secured in proper position with spikes,
nailings, lag screws, boltings and other fastenings
and fittings as detailed, specified herein, and /or
as required to render the construction work substan-
tial and rigid in all parts and connections.
C. No interior wood finish trim, doors, etc., shall be
installed in any room or space within the structure
until such room or space has been approved.
SPECIFICATIONS Carpentry and Millwork
Jamboree Road Police Facility 6A -2
D. All finish wood work for every nature shall be
smoothly dressed, belt sanded at the mill and hand
sanded at the bench prior to erection, and shall
finish free from open joints, hammer and machine
marks, and other structural defects and surface
blemishes.
E. All wood finish and doors shall be manufactured by
skilled mechanics. Moldings shall be true to detail,
clean and sharply defined, and all arrises in the
finished work slightly rounded by sanding.
6A -04 DELIVERY AND STORAGE
Lumber delivered to site shall be carefully piled off
the ground in such manner to insure proper drainage and
ventilation. Provide protection from weather. Materials,
lumber, finish millwork, doors, etc., shall not be de-
livered to the building in damp or wet weather, and shall
not be stored or installed in building until concrete,
cement finish, masonry, plaster, etc., are thoroughly dry.
6A -05 TESTING & INSPECTION
A. All lumber shall be stamped with a grade mark of the
West Coast Lumber inspection Bureau.
B. All plywood shall bear the grade- trademark of the
Douglas Fir Plywood Association.
C. Every member required to be of treated wood shall
bear an approved mark by a testing agency approved
by the Architect.
6A -06 MATERIALS
A. Framing lumber shall be Douglas Fir with a maximum
moisture content of 19X. Lumber shall be Construc-
tion Grade except as otherwise indicated. All
lumber shall be surfaced four sides.
•
SPECIFICATIONS Carpentry and Millwork
Jamboree Road Police Facility 6A -3
• B. Plywood shall be Douglas Fir (all plies) conforming
to U. S. Commercial Standard C.S. 45 -60. Sheathing
shall be structural grade manufactured with exterior
waterproofing glue. Other grades and types shall be
as indicated. Moisture content of adjacent plywood
panels shall not vary more than 5 %.
C. All wood in direct contact with the floor slab shall
be treated wood r. conformance with Federal Speci-
fication for Wood Preservative: Recommended Treat-
ing Practice, Serial No. TT- W -571C published by
U. S. Government.
D. hardware:
1. Bolts, anchor bolts and lag bolts, shall conform
to ASTM A307. Provide two Type A washers (one
washer for anchor bolts and lag bolts) conform-
ing to the requirements of ASA B27.2 made of
malleable iron conforming to ASTM A47, Type 30,
with each bolt.
• 2. Joist hangers, framing anchors and metal bridg-
ing shall be Simpson "Strong -Tie" as manufactured
by Simpson Co., 1470 Dootlittle Dr., San Leandro,
Calif., of the type noted (see Simpson catalog
No. 64Hi) on the plans or equal as approved by
the Architect.
3. All clips, straps, angles and other metal con-
nection devices not covered above shall be of
carbon sheet steel conforming to ASTM A295 or
structural steel conforming to ASTM A36. All
items shall be galvanized or coated with a cor-
rosion resisting paint or other substance
approved by the Architect.
4. Nails shall be common wire, do not use box nails.
5. Wood screws shall conform to Federal Specifi-
cation FF -S -111.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 6A -07 WORKMANSHIP
A. Inspection of Surfaces:
Carpentry and :,',:illwork
6A -4
1. Examine surfaces to receive the work of this
section. Correct unsuitable conditions as re-
quired to the Architect's satisfaction.
2. Beginning work constitutes acceptance of surfaces
as satisfactory to the Contractor. Any required
repair, replacement, or removal of the work shall
be done to the satisfaction of the Architect
at no added cost to the Owner.
B. Nailing: The number and size of nails connecting
wood members for connection noU shown on the plans
shall be not less than required by the local build-
ing code. Nail joints shall be arranged as speci-
fied.in National Design Specifications for Stress
Grade Lumber and its Fastenings.
C. Erection:
1. Do not cut, notch or bore wood framing members
for passage of pipes or conduits except as
shown or as approved by the Architect in writing.
2. Coordinate work with all other trades. Provide
grounds, blocking, backing and framing necessary
to support and align all fixtures and architect-
ural elements.
3. Perform all work in conformance with the provis-
ions of the AITC.
4. All studs shall be of sizes indicated and spaced
not to exceed 16" on centers. Studs shall be
doubled at all openings and tripled at all corners.
•
SPECIFICATIONS Carpentry and Miliwor't
Jamboree Road Police Facility 6A -5
• 6A -08 GROUNDS LAGGING NAILING BLOCKS FURRING ETC.
A. Grounds, Lagging. Nailing Blocks, Etc.: Provide
all neccessary grounds, of types as required; all
in substantial manner suitable for purpose intended
and acceptable to Architect.
B. Dressed Wood Grounds. Provide for all finish wood-
work of every description. Furnish and install
any and all permanent wood blocking, nailers, etc.,
as may be necessary for proper attachment of all
fixtures, accessories and /or other finished through-
out building, including those required for attach-
ment of fixtures and accessories of other trades.
C. Furnish and build in, where required, nailing blocks
and lagging for masonry walls, for sheet metal work,
heads of doors, as required, wherever needed for
nailing purposes in stud partitions, and elsewhere
throughout the "Work" as indicated on drawings and
as may be necessary to afford backing or nailing
base for various materials used.
• D. All Blocking: Securely anchored and of proper size,
material and type to fulfill its purpose. Where
necessary, in conjunction with concrete or masonry
grounds shall be fastened to wooden plugs, drive
securely into holes drilled therein.
E. Wood Nailer Strips: Provide all nailing strips of
sizes and in locations as may be necessary for
proper attachment of all fixtures and accessories,
including nailers for other trades.
F. Furring: Provide all miscellaneous furring and
framing as indicated, specified and /or as required
for proper installation and completion of work.
Wood furring, of sizes required for inteded instal-
lation. Space wood furring on 16 -inch centers un-
less otherwise indicated on drawings or required for
material to be attached,thereto.
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SPECIFYCATICNS Carpentry and Mill-work
jamboree Road Police Facility 6A -6
• 6A -09
6A -10
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•
PRIMING AND BACKPRIMING
Immediately upon delivery, all finish carpentry shall
be primed and backprimed as specified under the "Paint-
ing and Decorating" Section with the proper paint
materials for the finish required as scheduled or
specified.
GUARANTEE
A. All work shall be guaranteed in accordance with
requirements of "Special Conditions ".
B. Any work that is repaired or replaced, including
adjacent surfaces that may become marred as result
of the repair work, shall be painted and finished.
C. Repairs and replacement work including painting
and finish are subject to Architect's approval.
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•
SPECIFICATIONS
Jamboree Road Police 26.cility
SECTION 7A
BUILT UP ROOFING
7A -01 SCOPE
Built Up Roofing
7A -1
Provide all labor, equipment, materials and services
for performs' -:; all operations in connection with
built -up roofing, complete, in accordance with this
section and the applicable drawings.
7A -02 GENERAL
A. All work shah be done in dry weather. All under
surfaces shall be dry before application of roofing
materials and waterproofing.
E. 1,11 surfaces shall be smooth, dry and swept clean,
free of aust, de -Dris or other loose materials.
Inclined surfaces shall have been graded to drain
outlets.
C. Roof sub - surfaces and other surfaces
tion adjoining or affecting the work
section shall be examined before any
and the Architect shall be notified,
any defects which would be detriment
under this section.
and construc-
of this
work is started
in writing, of
a1 to the work
D. A requirement of this section is the supervision
of the installation of flashings, and other metal
in connection with roofing specified under the
"Sheet Metal Work" Section. Contractor shall
guarantee the watertightness of the jointing be-
tween flashing and other metal work and the -roofing.
SPECIFICATIONS
Jamboree Road Police Facility
• 7A -03 MATERIALS
nullt Up Roofing
7A -2
A. Composition roofing materials shall be manufactured
by the Pioneer Division of the Flintkote Company,
Pabco Roofing Division of Fiberboard Paper Products
Corporation, Johns - Manville or U. S. Gypsum Company.
All materials shall be delivered to the site in
original sealed packages or containers bearing manu-
facturer's name and brand. Materials shall be kept
dry before and during application. All materials
shall be of one manufacturer.
B. Coatings, materials, application methods, names and
numbers specified 'herein, refer to Flintkote products
and their recoranended methods. Products of equiva-
lent qualities and equivalen-,� methods of other approv-
ed manufacturers that are guaranteed to meet the
requirements of these specifications may be used
subject to the Architects approval.
C. Materials shall comply with applicable requirements
of Federal and /or ASTM Specifications and Standards
• noted herein and any additional requirements
specified.
1. Asphalt- saturated roofi- -ng felt shall comply
with ASTM Designation D -226, 15 lb. type, 36"
width.
2. Asphalt shall comply with ASTM Designation
D -449. Melting point per manufacturer.
3. Flashing compound shah be slow oxidizing ad-
hesive asphalt mastic reinforced with asbestos
fibers; Federal Specifications SS -C -153, Type I;
and shall be a standard brand furnished by manu-
facturer of the roofing materials.
•
SPECIFICATIONS
Jamboree Road Polico Facil ty
• 7A -04 WORKMANS -HIP
U
•
Built Up Roofing
7A -3
Roofing shall be applied by a Contractor approved by
the material manufacturer, under his supervision,
inspection and acceptance. Notify manufacturer before
commencing work. Allow sufficient time to arrange for
inspection service. Application and workmanship shall
comply to the latest printed specifications and in-
struction6 of the manufacturer, except as otherwise
specified herein.
7A -05 SUMMARY OF MATERIALS PER 100 SQUARE FEET
Asphalt Primer
(one gallon)
8
lbs.
H.M.P. Asphalt
for spot mopping
15
lbs.
No. 40 FIAXINE
Base Sheet or All Weather
Base Sheet
(2 layers)
80
lbs.
H.M.P. Asphalt
moppings between layers
( 2 CC 25 lbs.)
50
lbs.
No. 80 Mineral
Surfaced Cap Sheet
(Asbestos or
Glass)
80
lbs.
Approximate Total Weight 233 lbs.
7A -06 GENERAL APPLICATION
A. Asphalt Temperature: Apply asphalt at an average
temperature of 375 to 400 degrees F. Do not heat
to temperature higher than 425 degrees F. Flood
coat shall be poured from dippers to provide a
coating of uniform thickness.
B. Metal Priming: Metal flasl'ings and outlet flanges
shall be primed and let d-y before roofing materials
are laid.
C. Outlets: Properly seal felt around drains according
to type of drain used. Fill base of ring type
drains with plastic cement before felt is applied.
Install ring over felt and tighten ring while
asphalt is warm.
SPECIFICATIONS
Jamboree Road Police Facility
Built Up Roofing
7A -4
• D. Vent Pipe Flashing: Set flange in hot asphalt of
second layer of felt and seal with a 4" strip of
reinforcing fabric mopped solid. Cut a collar of
felt to fit around vents and overlap the flanges
6" on sides and place in asphalt. After felts are
applied form a plastic cement cant around base of
vent.
E. Flashing Pan: Where column stubs, sign anchors,
railing posts, tank supports or other projections
extend through the roof surface, install a minimum
4" high flashing collar with 6" flange. Install
flange on top layer of base sheet in flashing
compound. Seal with 6" wide strip of YELLOW JACKET
Glass Fabric set in asphalt. Cut 2 collars of
base sheet to fit snugly around collar and extend
6" and 12" beyond edge of flange applied in asphalt.
Fill the inside of collar with flashing compound.
Cant in the flashing compound around projection
above the level of outside rim,
F. Cant Strip: In angles of roof deck and vertical
• walls or curbs, the Roofing Contractor shall furnish
and install a 3" minimum fiber cant strip. Prime
the walls with asphalt primer and when dry, embed
the strips in asphalt. The cant strip shall fit
flush at ends and to wall surface. Where scuppers
occur, apply cant strip 2" back from flange and
bevel cant 8" from ends.
G. Parapet Walls: Coat the inside and top of all
masonry and concrete walls evenly with C -13 -C4
Asphalt Emulsion applied with spray or soft- fibered
brush, using 3 gallons per 100 square feet.
7A -07 INSTALLATION OF MATERIALS
A. Asphalt Primer: Prime
asphalt primer, using
feet and allow to dry.
the concrete deck with
one gallon per 100 square
•
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SPECIFICATIONS
Jamboree Road Police Facility
Built Up Roofing
7A -5
B. Valleys: Reinforce valleys with a 36" wide extra
layer of base sheet and extend 12" up inclines.
Apply in direction of slope of valley, lap 4" on
ends. Spot mop to deck.
C. Base Sheets: Cut base sheet into lengths not to
exceed 18' and allow to flatten. Longer lengths
may be used where rolled and broomed into place.
Spot mop concrete deck with asphalt and embed two
layers of base sheet. Lap 19" on sides and 4" on
ends with end laps not less than 3' apart. Mop
each layer solid and even with asphalt. Solid mop
base sheets with asphalt and embed the cap sheet,
lapping 2" on sides and 4" on ends with end laps
not less than 3' apart. All layers shall be turned
up and mopped to cant strip and trimmed at vertical
walls. On slopes 2" in 12" and over, apply cap
sheet parallel to slope.
D. Base Flashing: On parapet walls and other vertical
surfaces, install AAA Base Flashing consisting of
2 layers of No. 40 FLAXINE Base Sheet or All
Weather Base Sheet and one layer of No. 90 YOSEMITE
Mineral Surfaced Cap Sheet applied in asphalt.
Nail top edge 12" on center through tin discs.
Apply a 3 Course Flashing System at top edge of
base flashing. Coat the cap sheet with C -13 -C4
Asphalt Emulsion at the rate of 6 gallons per 100
square feet.
7A -08 INSPECTION TESTS
A. Contractor shall cut, at locations designated by
the inspector, strips 4" wide by 36" long, at right
angles to direction of felts of complete roofing
assembly. If any layer of felt, lapping of felts,
mopping of asphalt has been omitted, or if 'Lapping
has been stretched, Contractor, at his own cost,
shall lay an additional full mopping coat of asphalt
over entire roof surface for each layer, lapping or
mopping found to be lacking. Sampler strips will
be required at a rate of not less than one for every
100 square feet. Additional strips may be required
depending on results of strips taken.
SPECIFICATIONS
Jamboree -toad Police Facility
3u-'It Up Roofing
7A -6
• B. Contractor shall cut out test strips and shall
repair roof at cut sections, at his own cost, by
applying the same quality and quantity and thick-
ness of materials as specified, lapping first
layer and each successive layer 6" beyond each
respective nreceeding underlying layer on all
sides and edges.
7A -09 I`7ANTUFACTURERS INSPECTION AND CERTIFICATION
Notify manufacturer before commending work. Allow
sufficient time to arrange for inspection service.
Application and workmanship shall conform to latest
printed specifications and instructions of approved
manufacturer, except as otherwise specified herein.
Upon completion of job, manufacW rer shall certify in
writing that roofing has been applied per these speci-
fications.
7A -10 GUARANTEE
All work shall be
and, in addition,
• guaranteed for two
writing to owner.
guaranteed per "Special Conditions ",
all work in this section shall be
(2) years. Guarante shall be in
7A -11 OPTION - 20 YEAR BOND
A. Owner reserves the right upon completion of roofing
work and prior to final acceptance of building, to
require Contractor to furnish a "Twenty Year Surety
Bond" for all built -up roofing installation and a
"Flashing Endorsement" covering built -up base
flashings.
B. Should the Owner exercise this option, Owner will
pay bond cost.
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SPECIFICATIONS
Jamboree Road Police Facility
SECTION 7B
WATERPROOFING
7B -01 SCOPE
Waterproofing
7B -1
Provide all labor, equipment, materials and services
for performing all operations in connection with the
construction of all waterproofing work, complete, in
accordance with this section and the applicable draw-
ings.
7B -02 GENERAL
A. Examine all parts of work for any conditions
which may effect waterproofing and verify that all
corrections are made before proceeding with work.
B. Delivery of materials shall be arranged so that
supplies on the job site will allow uninterrupted
progress of the work.
C. Deliver all materials in the original unbroken
packages, containers or bundles bearing the brand
name of the manufacturer or supplier for whom the
product is manufactured.
7B -03 MATERIALS
Waterproof membrane shall conform to specifications
for E -M -W of Pioneer - Flintkote or an approved equal.
7B -04 SUMMARY OF MATERIALS PER 100 SQUARE FEET
Asphalt Emulsion Primer (li gallons)
15
lbs.
First Course C -13 -E
(3 gallons)
30
lbs.
Second Course YELLOW
JACKET Glass Fabric
1
lb.
Third Course C -13 -E
(3 gallons)
30
lbs.
Approximate Total Weight (wet) 76 lbs.
SPECIFICATIONS
Jamboree Road Police Facility
Waterproofing
7B -2
• 7B -05 INSTALLATION OF MEMBRANE
A. Pruner: Prime the concrete surfaces with a brush
or spray coat of CC-13 -E Asphalt Emulsion using
13-2 gallons per 100 square feet, thinned with not
more than 20 per cent cool, clean water. Allow
to dry.
B. Reinforcing Strips: On vertical wall angles, angles
at footings, tilt up concrete panel joints and off-
sets, apply a brush coat of C -13 -E Asphalt Emulsion
at the rate of 3 gallons per 100 square feet and
embed a 12" wide layer of YELLOW JACKET Glass Fabric,
extending 6" on each surface from the angle, corner,
panel joint or offset. Apply the wall membrane
assembly over this reinforcing, butting all angles
and corners. After wall membrane is in place apply
an additional brush coat of C -13 -E Asphalt Emulsion
at the rate of 3 gallons per 100 square feet and
embed an 18" wide layer of YELLOW JACKET Glass Fabric
extending 9" on each surface as detailed above.
• C. Membrane Courses:
1. The primed wall surface shall receive a brush
or spray coat of 3 gallons per 100 square feet
of undiluted C -13 -E Asphalt Emulsion. Allow
to tack dry.
2. Over the tack dry surface, embed one layer of
YELLOW JACKET Glass Fabric, lapping 2" on
sides and 4" on ends. The surface of the Glass
Fabric shall be brushed to insure complete
adhesion. Brush out all wrinkles and voids.
Extend Glass Fabric from footing to finish grade
as indicated on drawings.
3. Apply succeeding courses as scheduled in Sum-
mary allowing each course to dry before applica-
tion of next course or courses.
•
SPECIFICATIONS Waterproofing
Jamboree Road Police Facility 7B -3
• D. Scaffoldina: Any required scaffolding shall be
furnished by the General Contractor.
7B -06 MEMBRANE PROTECTION
Allow the membrane to dry thoroughly. The roofing
contractor shall furnish and install 7/16" thick FLINT
Glas Insulation panels. The applicator shall protect
the system from injury during application and until
finished work has been approved and accepted. The
General Contractor shall furnish and install bracing
necessary to hold panels in place during back -fill
operations. The General Contractor shall furnish and
maintain all pumping apparatus day and night to pre-
vent any water contact with the walls until the mem-
brane is dry and accepted as finished work, before
additional construction or protective surfacing is
started.
7B -07 BACKFILL
Deposition of back -fill shall be made in such a manner
• to prevent injury to the finished work.
7B -08 CLEAN -UP
At completion of the work, clean all exposed surfaces
soiled by the work and repair all damage caused by the
work at no extra cost to the owner. Remove all debris
of the work from the job site and leave the entire
installation in a condition ready to receive successive
work.
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SPECIFICATIONS
Jamboree Road Police Facility
SECTION 7C
SHEET METAL WORK
7C -01 SCOPE
Sheet Metal Work
7C -1
Provide all labor, equipment, materials and services
for performing all operations in connection with sheet
metal work, complete, in accordance with this section
and the applicable drawings.
7C -02 CO- OPERATION
A. Work in close co- operation with all other trades
whose work is affected by installation of sheet
metal work.
B. See that work of other trades contains adequate
nailers, blocking, etc., as required for proper
installation and attachement of sheet metal work,
and that all trades concerned are so advised, suf-
ficiently in advance so that they may, without
delay, make such provisions in their work.
C. Roof flashing and similar work shall be in place
and /or ready for placing before application of
roofing materials. All sheet metal work installed
on roof shall be applied under supervision and
inspection and to satisfaction of roofing materials
manufacturer and his licensed applicator.
D. Sheet metal work shall not be commenced in any
area where preparatory work done by other trades
is incomplete or poorly prepared. Sheet Metal
Trade shall notify Contractor who shall promptly
expediate and /or correct such work to permit this
trade to proceed without delay to complete the
work. Delays from this cause may not be used as
a basis for extension of time.
SPECIFICATIONS Sheet Metal Work
Jamboree Road Police Facility 7C -2
• 7C -03 MATERIALS
A. Galvanized iron and steel sheets shall be 24 gauge,
unless otherwise noted. Zinc coating shall conform
to ASTM A -93. All exterior sheet metal shall be
galvanized unless otherwise indicated and /or speci-
fied herein.
B. Rivets: Soft iron, tinned.
C. Nails: Galvanized, barbed roofing nails, 12 gauge,
1" minimum in length.
D. Solder: Standard brand, 501- lead, 5(Ylo tin, conform-
ing to ASTM B -32.
E. Flux: Raw muriatic acid, cut.
F. Reglets and counterflashincq shall be 24 gauge
galvanized metal as detailed and of types as manu-
factured by Callaway Company, Los Angeles, Calif.,
or approved equal.
• G. Gravel stops and coming caps shall be 24 gauge and
16 gauge, respectively, glavanized metal, sizes
and shapes as indicated on drawings, as made by
Callaway Company, or approved equal.
H. Caulking Compound: Provide Products Research Corp.
"No. 150 Rubber Calk -Heavy Type ", or 3 -M's
"Weatherban- Brand ". NOTE: Use applicable primer
if and as recommended by approved manufacturer
whose caulking compound is used.
I. Zinc alloy shall be Matthiessen & Hegeler 'Zinc
Company's (LaSalle, Illinois) "Zinaloy ", Cheney
Flashing Company's (Trenton, N.J.) "Cheney,' The
Chomes Co., Inc's (Boston, Mass.) "Cornice Temper"
Unless otherwise indicated or specified, minimum
acceptable thickness is 18 oz.
•
SPECIFICATIONS Sheet Metal Work
Jamboree Road Police Facility 7C -3
• J. Isolation barrier for zinc alloy and wherever dis-
similar metals touch, shall be heavy coat of
bitumastic paint and /or 304 asphalt impregnated
felt.
K. Fastenings and anchors shall be as indicated and
as follows: Nails, rivets and other fastenings
used in connection with zinc alloy sheet metal
work shall be iron or steel with rust- resistive
coating. Rivets shall be soft iron or steel and
shall be tinned, nails and other fastenings for
galvanized metal shall be zinc - coated by the hot -
dip process.
7C -04 STANDARDS AND WORKMANSHIP
A. Standards: Details or sheet metal which are not
explicitly shown or specified shall comply with
standards of National Association of Sheet Metal
Contractors as published in "Standard Practice in
Sheet Metal Work" and shall be subject to Architect's
approval.
• 1. Where anchors, connections, or other details
of miscellaneous sheet metal items are not
definitely shown or specified, their material,
size, form attachment and location shall
conform to best practice.
2. Details and specifications of items for which
standard manufactured products are available
are representative guides for requirements of
these items.
B. All sheet metal work shall be fabricated in the
shop and delivered to the project in sections ready
to install. Fabricated pieces for sections shall
be formed on a machine brake to full length of
brake where possible. All angles and surfaces shall
SPECIFICATIONS
Jamboree Road Police Facility
Sheet Metal Work
7C -4
• be straight, unwarped and not strained. Provide
mechanical expansion joints as necessary.
Exception: a-� wall type counterflashings in reg-
lets, such joints shall be lapped 12" over preced-
ing piece.
C. All joints in flat sheets shall be lock seam type
£olden flat and sweated full of solder to form a
smooth flat joint, unless indicated otherwise.
D. Corner returns shall be prefabricated in the shop
with reinforced corners, well soldered and buffed
smooth.
E. Standing seams where so indicated or specified
shall be interlocking type 1" high.
F. Before shipping to the job, all fabricated work
shall be free of hammer marks, tool marks, scrat-
ches and damaged arrises, or surfaces.
G. Properly protect all fabricated work upon delivery
• at project site. Damaged work shall be sent back
to shop for repair or refabrication as directed.
All straps, clips, and anchoring devices shall be
secured to building prior to installation of sheet
metal work. Anchoring devices shall be fabricated
and installed to anchor all sheet metal work
securely in place and to facilitate easy removal
for repair or replacement. Screws and /or bolts
shall be placed out of the weather and away from
capillary action. Job soldering shall be accomp-
lished with well heated irons of sufficient size
to retain the heat in open air.
7C -05 FABRICATION AND INSTALLATION
A. All surfaces to which sheet metal work is to be
applied shall be free from defects of every des-
cription and broomed clean. All projections
(nails, fins, etc., ) set flush or removed as
directed and /or required for complete and workman-
like installations.
•
SPECIFICATIONS Sheet Metal Work
Jamboree Road Police Facility 7C -5
• S. Verify measurements in field. Work shall be
fabricated to fit job conditions. Accurately form,
to detail, with clean, straight and sharply de-
fined profiles. Fabricate and erect work in
thorough and workmanlike manner.
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C. Form, fabricate, and install work so as to provide
for expansion and contraction in completed work.
Make joints watertight and weathertight throughout,
D. Ends of all expansion joints, separation joints,
and similar sheet metal installations shall be
closed by any approved method which will provide
required weathertightness and allow for expansion
and contraction.
E. Thoroughly clean surfaces before soldering.
Solder slowly, with full flowing joints. Use ample
solder. Flat lock seams shall be at least 2" wide
and shall be sweated full of solder. Lap seams,
where soldered, shall be at least 2" wide and where
not soldered shall be as detailed, but in no case
less than 3- inches. All flat and lap seams shall
be made in direction of flow.
F. Except as otherwise detailed, all exposed edges
of sheet metal shall be doubled back 2" minimum.
G. Where practicable, secure work by means of cleats
to avoid nailing through exposed face of metal.
Except as otherwise shown or specified, space
nails, rivets or screws not more than 8" o.c.
Where fastenings are exposed to weather, use screws
and lead washers.
H. Join parts with rivets or sheet metal screws where
necessary to provide strength or stiffness. Joints
in heavier metal than 20 gauge shall be lapped a
minimum 3/4" and riveted with No. 2 rivets spaced
not more than 3" o.c. Joints and miters shall be
soldered.
SPECIFICATIONS Sheet Metal Work
Jamboree Road Police Facility 7C -6
• I. Isolation of incompatible metals shall be provided
in all installations. Zinc alloy shall be given a
coat of asphalt paint and further protected with an
isolation barrier of 30# asphalt impregnated felt
to prevent contact with incompatible metals or
materials.
7C -06 FLASHING FLANGES AT ROOF DRAINS
Provide 18 oz. zinc alloy flashing flange for all roof
drains, with flanges extendinq not less than 6" beyond
flashing ring of drain.
7C -07 REGLETS, FLASHING A.DID COUNTERFLASHING
Provide all intersections of roofs and vertical sur-
faces, at openings in roof (with exceptions as specified
herein), at roof hatch curb, and elsewhere as indicated
or required to make work watertight throughout. Counter -
flashings shall lap base flashing at least 4" with
bottom edges folded under �" minimum. See Drawings for
typical reglets and flashings.
• 7C -08 GRAVEL STOPS
Set flange of gravel stops in plastic cement on hot
asphalt mopping over second layer of roofing felt.
Completely embed felt seal, laps and joints at least
4 ". Embed top flange of lap in a heavy coat of plastic
cement; nail flange at 3" o.c. Secure end joints to-
gether with clips. Face nailing of end lap joints not
permitted. Eave and rake intersections shall be neat-
ly fitted or mitered together, and all joints shall be
smooth soldered cleaned, and primed as specified herein.
7C -09 DRIPS
Furnish and install, over heads of door openings in
exterior walls, exposed to weather, sheet metal drips,
as detailed and where necessary to deflect water.
Drips shall be fabricated of 22 gauge galvanized steel
unless otherwise indicated.
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SPECIFICATIONS
Jamboree Road Police raciiity
• 7C -10 PAINTING
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Sheet Metal Work
7C -7
A. Prime coat of paint for ferrous metal shall be
zinc- chromate paint primer for zinc- coated metal
or zinc alloy shall be zinc - dust - zinc - oxide; all
as made by Andrew Brown Co., or primers as speci-
£ied.for applicable metals in "Painting and
Decorating" Sections.
B. All ferrous metal, including galvanized metals,
shall be given one -lob- applied prime coat prior to
installation and after Architect has inspected and
approved sheet metal work for installation. Be-
fore painting, thoroughly clean all metal removing
all flux, etc., as recommended by the approved
paint manufacturer whose paints are to be used.
7C -11 INSPECTION
A. Architect shall have free access to all work in
shop and /or on project for examination and in-
spection of fabricated and completed work.
B. Before completing the work, Contractor and Archit-
ect shall carefully examine and, if necessary, test
all sheet metal work and equipment specified here-
in. Contractor shall make all repairs to damaged
work and work not approved, 'leaving it in a condi-
tion satisfactory to Architect.
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Pc,C 1 "1 CAT IUIN6
Jamboree Road Poi -ce ac-, 11-Ly
SECTION 7D
CAULKING
7D -01 SCOPE
Cau��1wr
Provide all labor, equipment, materials, and services
for performing all operations in connection with all
caulking work, complete, in accordance with this
section and the applicable drawings.
7D -02 MATERIALS
Materials shall be delivered, stored, and handled to
prevent inclusion of foreign matter, damage by water,
or breakage. Deliver and store packaged materials in
original packages until ready for use. Do not use
packages or materials showing evidence of water or
other damage.
A. Primer shall be as recommended by manufacturer of
approved caulking materials, for applicable surfaces.
B. All caulking compounds shall be non - staining type
of colors as required to accurately match ad-
jacent materials and surfaces and of specific types
for applicable materials (i.e., aluminum, steel,
wood, concrete, masonry, etc.) to which they are to
be applied. Caulking materials approved for use are:
1. "Tremco Pointing and Caulking Compound ", Tremco
,Mfg. Co.
2. "Vulcatex Elastic Caulking Compound ", A. C.
Horn Co.
3. "Minwax Caulking Compound ", Minwax Co., Inc.
4. "Elastic Caulking Compound ", H. B. Fred Kuhls
SPECIFICATIONS
Jamboree Road Police Facility
Caulking
7D -2
C. Oakum and Rope Yarn: Approved, pickled, not treat-
ed, free from tar, o1i and other foreign matter.
7D -03 WORYMANSHIP AND APPLICATION
A. Caulking shall be done by experienced mechanics
using specified materials and proper tools.
B. Preparatory work (cleaning etc.) and application of
caulking shall be per approved manufacturer's
printed recommendations for required quality of work.
C.
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0
Preparatory Work:
1. Joints and spaces to be caulked shall be
completely cleaned of all dirt, dust, mortar,
oil, and other foreign materials which would
adversely affect caulking work. If recommended
by caulking compound manufacturer, remove
paint and other protective coatings from
aluminum, etc., prior to priming and caulking
application.
2. Use air pressure or other approved methods to
achieve required results.
3. For joints to
clean out all
inch deep from
joints clean.
Application:
be caulked between masonry units,
mortar for at least 3/4 of an
m finished surfaces and leave
1. Caulking shall be complete before final coats
of paint are applied.
2. Where molds, beads, or back band molds do not
form integral part of door frame, remove same,
caulk, and point. Caulk between solid frame
and abutting construction.
SP:CIFICATIONS
Jamboree Road Police Fain ity
Caulking
7D -3
• 3. Prime masonry and, if so recommended by
approved manufacturer, other surfaces before
applying caulking. Prime with brush that will
reach all parts of joints to be filled with
caulking compound.
4. Joints and spaces deeper than 3/4 inch and
elsewhere as necessary shall be filled with
oakum to within 3/4 inch of surface to provide
proper backing for caulking.
5. Apply compound with gun having proper size
nozzle; use sufficient pressure to fill all
the voids and joints solid.
6. In caulking around openings, include entire
perimeter of each opening.
7. Neatly point finish of caulking joints on
flush surfaces with beading tool; remove
excess material.
• 8. Neatly point finish of caulking joints in
internal corners with coving tool; remove
excess material.
9. Caulking, where exposed, shall be free of
wrinkles and uniformly smooth.
7D -04 CT.F.ANTNr
All adjoining surfaces, finished floors and fixtures
shall be carefully protected throughout the caulking
operations, and any stains, marks or damage thereto as
a result of work of this section shall be. corrected
in a manner satisfactory to Architect and without added
cost to the Owner.
7D -05 CLEAN -UP AND GUARANTEE
In accordance with applicable articles of the "Special
Conditions" except that guarantee period shall be
five (5) years.
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SPECIFICATIONS Aluminum Store -Front Work
Jamboree Road Police Facility 8A -1
• SECTION 8A
ALUMINUM STORE -FRONT WORK
•
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8A -01 SCOPE
Provide all labor, equipment, material and services
for performing all operations in connection with
aluminum store -front work, complete, in accordance
with this section and the applicable drawings.
BA -02 MANUFACTURE
A. Store -front type work shall be standard product of
Kawneer, A. J. Bayer, W. P. Fuller & Co., Rebco
or Acme.
B. Drawings indicate use of standard details. In-
stallation of product of manufacturers listed
herein may require changes in details. Such
changes shall provide type and quality of instal-
lation intended and shall be clearly shown on
shop drawings.
BA -03 SAMPLES
Submit to Architect samples per "General Conditions"
Section. Include typical store -front assembly with
mullion, transom bar, jamb section showing method of
fabrication and assembly and specified finish. Sub-
mit glass samples with manufacturer's label thereon.
�. •� �:
Prepare and submit to Architect per "General Conditions ",
shop drawings, delineating all details required for
complete installation.
•
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SPECIFICATIONS
Jamboree Road Police Facility
8A -05 MATERIALS AND CONSTRUCTION
Aluminum Store -Front Work
8A -2
A. Store -front doors shall be assemblies of extruded
aluminum sections at least 1/8" thick. Aluminum
shall be alloy No. 6063. Lines and arises shall
be sharp and true and profiles true to details.
Tubing not otherwise specified shall be of seam-
less extruded metal. Construction joints shall
be milled to a hairline and be welded or securely
fastened with machine screws and backing plates.
Exposed fastenings such as bolts and screws shall
be of 2024 -T5 alloy.
1. Where store -front glazing terminates at flush
plaster ceilings, the sash setting members to
receive the plaster shall be of materials
and finish as specified herein.
B. Finish: All aluminum surfaces and exposed fasten-
ings shall be polished with aluminum oxide compound;
final polishing to be with 320 grit. Finish shall
be anodized per Alcoa's 204-Al-RI, to .0004" min-
imum thickness.
C. Glazing Beads: Provide neoprene glazing beads for
installation of all glass store -front work.
D. Dissimilar Materials: Where aluminum is in contact
with other metals, concrete, concrete block or
plaster, the contact surfaces of the aluminum shall
be painted, before erection with heavy coat of
bituminous paint of good brushing consistency,
equivalent to "Bitumastic" by Koppers Co.
E. Protective Coating:
1. Prior to shipping aluminum from factory, apply
protective coating to all exposed surfaces to
protect same against stain, discoloration,
abrasion in cleaning or other surface injury.
SPECIFICATIONS Aluminum Store -Front work
Jamboree Road Po'.ice facility 8A -3
• Do not remove coating until all adjacent
operations have completed. Removal of this
coating shall be done per directions of
store -front manufacturer.
2. Protective coating shall be of consistency and
of such character that it will neither melt nor
drip during hot weather, nor chip nor flake
off in cold weather. Coating shall be material
which will prevent mortar and cement from ad-
hering to, or discoloring aluminum work.
BA -06 INSTALLATION
A. Store -front and show window units shall be instal-
led per selected manufacturer's approved shop and
installation drawings and written instruction.
Installation shall be by fully qualified workmen
skilled in this type of work. All work shall be
set square, plumb, level and at proper elevation.
Units shall be securely anchored.
• B. Finish Hardware: Provide approved manufacturer's
standard "Push and Pull" bars as selected by
Architect. Install all finish hardware specified
to be furnished under "Finish Hardware" Section.
BA -07 CLEAN -UP
All aluminum shall be thoroughly cleaned just prior to
final acceptance of building by Owner. Use plain
water or a petroleum product, such as white gas,
kerosene or distillate. No abrasive cleaning agents
shall be used. As work progresses and at its comple-
tion, Contractor shall move and remove scaffolding,
equipment, materials and debris and leave site broom
clean.
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SPECIFICATIONS
Jamboree Road Police Facility
SECTION 8C
GLASS ANT GLAZING
8C -01 SCOPE
Glass & Glazing
8C -1
A. Required: All labor, materials, equipment, plant
and facilities necessary for the fabrication,
delivery and installation of all Glass and
Glazing, including but not limited to the
following:
1. Interior and exterior glass and glazing.
2. Mirrors and fasteners.
3. Metal glazing clips.
8C -02 MANUFACTURER'S MATERIALS AND GLAZING
Materials under this section shall be as manufactured
by Pittsburg, Libbey- Owens -Ford (L -O -F), Mississippi
or Blue Ridge Glass Corporation.
A. Glass in store -front doors and adjacent fixed
sash at main entrance and in exterior walls
shall be L -O -F's y" thick "TUf- flex" tempered
"Parallel -O- Bronze ".
B. All other glass in exterior walls shall be
L -O -F's 4" thick polished plate glass, bronze
tinted, unless greater thickness is required
by building code.
C. Use L -O -F's 3/16" thick clear glass for interior
glazing.
D. Sealants and Glazing Compounds: Principally of
elastic polysulfide, tape and gun types con-
forming with A.S.A. requirements. To be applied
on exterior around perimeter, plate glass and
where sections abutt other construction.
Interior of glazed section to be glazed with
neoprene. Entire system to provide long life,
water and weather sealing.
SPECIFICATIONS
Jamboree Road Police Facility
Glass & Glazing
8C -2
• E. Mirrors shall be wall hung mirrors with 4 ",
tio. 1 quality protective copper backing over
silver. Frames shall be of one piece, polished
stainless steel and of sizes as noted on drawings.
8C -03 GLASS REPLACEMENT
A. Contractor shall be responsible for glass breakage
during storage at the job site and during erection,
and shall replace all broken glass to complete the
installation, prior to the final acceptance of the
building by the owner.
B. Upon completion of building, all broken, scratched,
chipped or otherwise defective glass shall be re-
moved and replaced with proper materials and
workmanship. Entire glazing installation shall be
left in a neat, clean and acceptable condition as
approved by the owner.
-END-
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•
SPECIFICATIONS Hollow Me-�al. Doors & Frames
Jamboree Roar: Police Facility 8D -1
• SECTION 8D
HOLLOW METAL DOORS AND FRAMES
8D -01 SCOPE
A. Required: All labor, materials, facilities and
equipment necessary to furnish and install hollow
metal doors and frames, including but not limited
to the following:
1. Pressed metal frames.
2. Hollow metal doors.
B. WORK NOT INCLUDED IN THIS SECTION
Hollow metal doors and frames in the jail equip-
ment section are not a part of the work of this
section. Doors identified on the plans and in
the schedules by the letter "J ", and their res-
pective frames are a part of the Jail Equipment
• Section.
8D -02 SHOP DRAWINGS
A. Furnish shop drawings as required per "General
Conditions ".
8D -03 MATERIALS AND CONSTRUCTION
A. Metal doors and frames, under this section, shall
be produced by Overly, McCluney, Kreiger Steel,
A. J. Bayer or an approved equal.
B. All metal doors and frames shall be fabricated
of best quality stretcher - leveled fulled pickled
and double - annealed cold - rolled furniture steel,
of U.S. Standard gauges herein after specified.
Rough bucks, reinforcements and other concealed
members shall be formed of good commercial
quality mild steel sheets and bar or flat stuck
as required.
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SPECIFICATIONS Hollow Metal Doors & Frames
Jamboree Road Police Facility 8D -2
• C. Finish work shall be smooth and free from warps
and buckles. All miters and coldings shall be
accurately formed and in true alignment, and all
exposed welded joints shall be made smooth,
with no weld marks in evidence in the completed
work.
8D -04 HOLLOW METAL DOORS
A. Hollow metal doers sha:.l be flush type as in-
dicated and shall be mortised and reinforced
for
all items of hardware, including 16 gauge
steel lockbox for locks, 5/32" minimum strap
reinforcements for hinges, and 12 gauge rein-
forcements for door closers where required.
8D -05 HOLLOW METAL FRAMES
A. Hollow metal frames shall be types as indicated
on the drawings, and shall be mortised and
reinforced for all required items of hardware
as specified for door construction, and otherwise
• made to conform to the requirements below. Door
frames 3' -0" wide and less shall be 16 gauge
material and frames wider than 3' -0" shall be
14 gauge.
B. Unit type frames shall be constructed with all
corners accurately mitered and welded. Both
heads and jambs shall be provided with 1/8" x
1 -z' strap anchors arranged for securing jambs
to adjacent wall or partition construction,
using three (3) to each jamb and two (2) to the
head, or approximately 3' -0" O.C. frames shall
be provided with angle knees for anchorage to
underlying floor and temporary spreaders at
bottom to preserve proper shape during trans-
portation, delivery and storage.
E
A. All frames shall be thoroughly cleaned and painted
one coat of approved rust inhibitive type paint.
All inside surfaces of frames and jambs shall be
thoroughly cleaned and coated with the rust inhib-
itive paint prior to fabrication.
B. After fabrication, all exposed surfaces of the
frames shall be cleaned of all oils, greases,
and foreign matter and shall be thoroughly sand-
ed. Such exposed surfaces shall then receive
sufficient coats of mineral fiber filler baked
on and sanded, to form a smooth foundation for a
final prime coat of gray metal paint, baked on
and left ready for finish painting by others.
Refer to "Painting and Decorating" section for
finish painting.
!MNOWS
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SPECIFICi, IG�S
2401' ow !C-Lal
Doors & Frames
ja:riborce Roan Police
'Facility
SD-3
•BD-G,6
SHOP COATING
AND PRIME
FINISH
A. All frames shall be thoroughly cleaned and painted
one coat of approved rust inhibitive type paint.
All inside surfaces of frames and jambs shall be
thoroughly cleaned and coated with the rust inhib-
itive paint prior to fabrication.
B. After fabrication, all exposed surfaces of the
frames shall be cleaned of all oils, greases,
and foreign matter and shall be thoroughly sand-
ed. Such exposed surfaces shall then receive
sufficient coats of mineral fiber filler baked
on and sanded, to form a smooth foundation for a
final prime coat of gray metal paint, baked on
and left ready for finish painting by others.
Refer to "Painting and Decorating" section for
finish painting.
!MNOWS
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SPECIFICATIOcS
Jamboree Road Police Facility
SECTION 9A
DRYWALL
9A -01 SCOPE
Drywall
9A -i
Provide all labor, equipment, materials and services
for performing all operations in connection with dry-
wall work, complete, in accordance with this section
and the applicable drawings.
9A -02 GENERAL INFORMATION
A. Examine all parts of work for any conditions which
may affect soundness or correctness of drywall
work and verify that all corrections are made
before proceeding with work.
B. Delivery of materials shall he arranged so that
supplies on job site will allow uninterrupted
progress of the work.
C. Deliver all materials in
packages, containers, or
name of the manufacturer
product is manufactured.
dry and protected from t
be taken to avoid damage
of gypsum wallboard.
the original unbroken
bundles bearing the brand
or supplier for whom the
Materials shall be kept
ae weather. Care shall
to edges, ends, surfaces
D. Co- operate with all other trades involved in the
work as to building -in and placing of all fixtures,
anchors, sleeves, inserts and. miscellaneous items
of every description, including providing openings,
chasses, etc., to extent necessary for proper and
secure installation, attachment and passing of
their work.
SPECIFICATIONS
Jamboree Road Police Facility
Drywall
9A -2
• Before starting work of this Section, all piping,
conduit, fixtures, etc., which are to be concealed
by and /or penetrate drywall must be in place,
tested and approved.
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E. Unless otherwise specified, perform the work of
this section in accordance with the applicable
provisions of the "manual of Gypsum Drywall
Construction ", 1960 Edition, published by Gypsum
Drywall Contractors' International, Los Angeles.
Keep a copy of this standard reference specifica-
tion in the project construction office at all
times during the work of this section..
9A -03 MATERIALS
Gypsum Wallboard shall conform to ASTM C36.
A. Gypsum board for partitions: Regular, tapered edge,
2 inch thick x 4'0" wide x ceiling height; 1/2 and
5/8 inch Flame Curb (Type "X ") tapered edge 4'0"
wide x ceiling height.
B. Gypsum board for ceilings shall have tapered edges
and be of the following thickness:
1. Non - fire - retardant: 2 inch thick.
2. One -hour fire- retardant: 5/8 inch thick,
Flame Curb (Type "X ")
C. Floor and ceiling runners, corners, bucks, and
reinforcing: 25 -gage galvanized steel channels
1 -5/6 inches wide with 1 -2 inch legs, and 25 -gage
galvanized steel angles 1 x 1 -2 inches.
D. Attachments:
1. Screws:
a, Attachment of gypsum wallboard to metal
runners shall be by means of sheet metal
screws with recessed heads, 1" and 1 -2"
SPECIFICATIONS
Jamboree Road Police Facility
Drywall
9A -3
• long. Laminated gypsum wallboard shall be
screwed with #7 wood screws 1 -�" long.
b. Attachement of gypsum wallboard to suspended
ceilings shall be by means of No. 6 flat-
head, self- tapping sheet metal type screws
with countersunk heads; 1 inch lengths
for � inch gypsum wallboard, and 1 -3/8
inch lengths for 5/8 inch gypsum wallboard.
2. Nails: Metal floor runners shall be attached
with case hardened concrete nails long enough
to penetrate minimum of 1 inch into concrete
floor.
E. Joint finishing: Joint reinforcing shall be Joint
Finishing System. Outside corner reinforcement
shall be Angeles Metal, or approved equal.
F. Laminating cement: Laminating adhesive, applied
according to the manufacturer's instructions.
• G. Metal trim: Standard approved galvanized metal
external corner beads.
9A -04 INSTALLATION
A. Metal runners: Align accurately according to the
interior layout. Secure to the concrete slabs by
nailing with concrete nails spaced 24 inches o.c.
Nails must penetrate slab 1 inch minimum. Secure
to suspended ceilings runners with self taping
sheet metal screws.
B. Finishing: Apply joint cement, tape and 2 layers
of finishing cement over vertical joints. Apply
joint cement and 2 layers of finishing cement over
screw heads in centers of panels.
•
SPECIFICATIONS
Jamboree Road Police Facility
Drywall
9A -4
• C. Doors and openings: Omit ribs that interfere with
location of door buck. A floor runner carried
from floor to ceiling serves as a door buck.. In-
stall floor runner as header. Set all bucks
Z
urnished by others.
D. Corners: Floor runner serves as a vertical stif-
fener at outside corners. For incombustible
construction, use metal channels or shaped
ceiling angles. Outside corners are finished with
metal corner reinforcement and finishing cement.
Inside corners are finished with joint cement,
tape and finishing cement.
E. Special instruct.ionT: wherever plumbing or heat-
ing pipes are contained inside partitions, or where
sides are isolated, 1 x 1 -2 inch galvanized floor
and ceiling angle runners shall be used in place
of 1 -5/8 x 1 -2 inch channel and spaced as required.
9A -05 ONE AND TWO -HOUR FIRE -RATED GYPSUM BOARD PARTITIONS
Construct, using Flame Curb (Type "X ") gypsum board,
•
to indicated details.
A. Vertical shaft corners: Fit supplementary gypsum
ribs into.the corners of vertical shaft enclosures
so that tYiere is a solid wall at these points.
Arrange ends of ribs so that a direct series of
joints through shaft enclosure is avoided.
B. Partition stub ends: Insert an 18 -gage steel
channel between the face panels at the partition
stub end. Screw the face panels to the channel.
Cover the partition stub end with gypsum wallboard.
C. Electrical leads and dxons: As erection of the
base or inner ply of 2 -hour drywall progresses,
openings for electrical switchboxes and other
electrical outlets shall be accurately and neatly
cut. Electrical leads and drops shall be pulled
through the opening to await installation by the
electrician.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 9A -06 SUSPENDED CEILINGS
Drywall
9A -5
Apply gypsum wallboard with the long dimension at right
angles to the furring channels, attaching with sheet
metal screws spaced 12 inches on centers for non -fire-
rated ceilings and 9 inches on centers for fire -rated
ceilings along the channels, and 3/8 inch from ends and
edges. End butt joints shall fall over furring channels.
Drive screws so that head is fractionally below the
surface of the wallboard face paper.
9A -07 ACCESS PANELS
Provide reinforced openings of proper size and location
for access panels as indicated or required.
9A -08 FINISHING AND REPAIR
Wherever the face paper is broken or the gypsum wall-
board is not integral or has indentations or small
holes or other face imperfections, the work shall be
repaired using finishing cement to bring to a true
• plane. For all wallboard and ceiling board tape all
joints and internal corners;.conceal fasteners with a
3 -coat application of joint and finishing compounds.
Feather out compound and lightly sand to remove ir-
regularities. Repair or replace damaged wallboard in
a manner satisfactory to Architect.
9A -09 CLEANUP
At completion of the work, r
from the site, and clean all
compound. Repair all damage
extra cost to the Owner, and
Architect. Leave the entire
ready for following work.
• - E N D -
:move all debris of the work
surfaces of spilled joint
caused by the work at no
to the satisfaction of the
installation in condition
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SPECIFICATIONS Ceramic 'Tile 'Work
Jamboree Road Police Facility 9B -1
SECTION 9B
CERAMIC 'PILE WORK
9B -01 SCOPE
Provide all labor, equipment, materials and services
for performing u.l operations in connection with the
construction of all ! °ile work, complete, in accordance
with this sect..on :..;;d the applicable drawings.
9B -02 GENERAL INFORMATION
A. Examine all parts of work for any conditions which
may affect soundness or correctness of the work
and verify that all corrections are made before
proceeding with work.
B. Delivery of materials shall be arranged so that
supplies on job site will allow uninterrupted
progress of the work.
C. Deliver all materials in the original unbroken
packages, containers, or bundles bearing the brand
name of the manufacturer or supplier for whom the
product is manufactured. Care shall be taken to
avoid damage to edges, ends and surfaces of tile.
9B -03 SAMPLES
Submit per "General Conditions" Section.
9B -04 MATERIALS
A. Glazed Wall 'Pile shall be standard grade, satin -
mat finished ceramic wall tile, 4a inches square X
5/16 inch minimum thickness with square edges as
manufactured by Pomona Tile Manufacturing Company,
Mosaic Tile Company, Gladding McBean Company, or
approved equal. Furnish Master Grade Certificate
with each shipment of tile.
SPECIFICATIONS
Jamboree Road Police Facility
Ceramic Tile Work
9B -2
• B. Unglazed Tile Flooring shall be Latco Products
" Rubblestone" or "Cobblestone ", or equal, vitreous
unglazed porcelain tile. Companion base shall be
unglazed ceramic mosaic tile, 2' x 2 ", straight
bottom and h inch radius top edge.
C. Grout for floor tile shall be natural gray portland
cement, conforming to ASTM C150. Wall tile grout
shall be white portland cement, or approved non-
staining properietary grout. Tile -Seal, Snowite,
California Stucco Company, or approved equal.
9B -05 APPLICABLE STANDARDS'
A. Portland cement installation shall be in accordance
with the Tile Council of America's "American Standard
Specifications for Glazed Ceramic Wall Tile,
Ceramic Mosaic Tile, Quarry Tile and Pavers, Instal-
led in Portland Cement Mortars, dated 16 October 1958.
B. Adhesive application shall conform to the Ceramic
Tile Institute's "Standard Specification of Ceramic
• Tile With Water Resistant Organic Adhesives"
C.T.I. -RO- 101 -62.
9B -06 WALL TILE INSTALLATION
A. On Gypsum Wallboard Partitions:
1. Cement building paper to wallboard with water-
proof adhesive.
2. Cement 4 inch thick cement - asbestos board to
building paper.with waterproof adhesive, and
secure with flat -head wood screws.
3. Apply tile to cement - asbestos board to building
paper with adhesive in accordance with the
applicable paragraphs of the above referenced
standard for adhesive application.
4. Set tile by either the floating or buttering
method.
•
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SPECIFICATION'S Ceramic 'rile Work
Jamboree Road Police Facility 98 -3
B. On Masonry or Concrete Walls:
Apply tile as specified for Gypsum Wallboard in-
stallation except that the buttering method is
not applicable.
C. On Portland Cement Mortar Setting Beds:
Apply tile in accordance with the applicable
paragraphs of the above referenced standard for
Portland cement application.
9B -07 FLOOR TILE INSTALLATION
A. Adhesive application.: Apply tile in accordance
with the applicable paragraphs of the above re-
ferenced standard for adhesive application.
B. Mortar setting bed application: Apply tile in
accordance with the applicable paragraphs of the
above referenced standard for Portland cement
application.
9B -08 PROTECTION AND CLEANING OF TILE
A. Clean all tile of grout film. Remove loose and
splattered mortar as work progresses. Regrout
loose or empty joints.
B. Immediately after grout in wall tile has set, give
tile wall surfaces a protective coat of noncorrosive
soap or other approved materials.
C. Do not use acid or abrasives for cleaning glazed
tile. Unglazed ceramic tile floors may be cleaned
using a 10 percent solution of muriatic acid. Use
every precaution to prevent contact with chrome
or nickel plating and glazed tile surfaces. Re-
place damaged areas with new, matching materials.
SPECIFICATIONS Ceramic Tile Work
Jamboree Road Police Facility 9B -4
• D. Protect grouted floors for at least 3 days from
drying out with a layer of building paper or
Polyethylene film. Lap joints 4 inches and seal
to prevent escape of moisture.
E. If self- curing grout is used, follow the manufac-
turer's printed instructions.
F. Do not permit any traffic on tile floors for a
period of 3 days minimum after grouting. Protect
finished floors with heavy building paper until
completion of all work.
G. Completed tile work shall be free of all chipped,
cracked, or otherwise defective materials.
9B -09 CLEAN -UP
At completion of work, clean all exposed surfaces
soiled by the work.. Repair all damage caused by the
work, at no extra cost to the Owner and to the satis-
faction of the Architect. Remove all debris of the
work from the job site and leave entire installation
in condition ready for use.
- E N D -
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SPECIFICATIONS Resilient Floor Covering
Jamboree Road Police Facility 9C -1
• SECTION 9C
RESILIENT FLOOR COVERING
9C -01 SCOPE
Provide all labor, equipment, materials and services
for performing all operations in connection with the
furnishing and installing of all resilient floor
covering, complete, in accordance with this section
and applicable drawings.
9C -02 MATERIALS
Best quality new stock, delivered to
packages with brand name and name of
ed theron. No "seconds" or remnants
Colors to be selected by Architect.
cates quality desired, but selection
other manufacturers or patterns of s
site in sealed
manufacturer mark -
will be acceptable.
Following indi-
may be made from
one price range.
• A. Vinyl Asbestos Tile: The Flintkote Co.'s "Tile -
Tex" 1/8" thick, 9 "X9" selected from Classic
Series. Approved equal as made by Armstrong Cork
Co., Kentile, Congoleum- Nairn, or other approved
manufacturers will be acceptable.
B. Resilient Base: Rubber top -set, 4" high, color
coordinated with flooring, with preformed internal
and external corner pieces.
C. Adhesive and primer: Shall be type and brand as
recommended by approved flooring materials manu-
facturer and satisfactory evidence of his approval
shall be furnished to Architect. Adhesive shall
be used without adulteration or reducing. It
shall be waterproof; delivered in sealed containers
with labels intact and seals unbroken; and shall
hold floor covering in place, hermetically sealing
and binding all joints.
•
SPECIFICATIONS Resilient Floor Covering
Jamboree Road Police Facility 9C -2
• D. Leveling compound and crack filler (if required)
shall be as recommended by manufacturer of flooring
material and adhesives.
9C -03 SAMPLES
Architect will inform Contractor of materials, patterns
and color selected and the areas for their use. Four
(4) samples of each material selected shall then be
provided to Architect per "General Conditions ", Section.
9C -04 RESILIENT FLOORING WORKMANSHIP
A. Apply all resilient floor covering and bases in
best practice known to trade, per these specifi-
cations.and manufacturers recommendations.
S. Do not apply flooring over unsatisfactory areas
until corrections or defects in workmanship or
materials of other trades have been made. Clear
areas of all debris before application.
• C. Correct irregularities and fill cracks with level-
ing compound and crack filler. Grind or sand floors
if required to obtain proper smoothness. Provide
barricades where necessary to protect areas during
application. Maintain protection, including ade-
quate covering until final acceptance of work.
D. Install symmetrically about corners of rooms and
corridors, with tight joints, corner all meeting,
floor true, level and even. Eliminate,all ir-
regularities, air pockets, etc. Align base, and
cement in position. Scribe to trim. Resilient
flooring shall extend under all bases, cabinets,
built -in fixtures, etc. Clean off all surplus
adhesive materials and prepare for cleaning and
waxing.
0
SPECIFICATIONS Resilient Floor Covering
Jamboree Road Police Facility 9C -3
• E. Flooring shall be laid in one color per area as
selected by Architect. Color transition between
rooms with different floor colors shall occur at
center of door when door is in closed position.
9C -05 PROTECTION AND FINAL FINISH
A. Close all areas of resilient flooring to traffic
until adhesive has fully set and protect until
final acceptance of work.
B. Immediately before occupancy resilient flooring
shall be thoroughly cleaned and buffed with com-
mercial weight power buffers; using steel wool or
other approved type pads suitable for use on re-
silient flooring. Do not scratch or abrade floor-
ing surface. After buffing, tile shall be cleaned
per manufacturer's recommendations and as approved
by Architect.
C. Cover all resilient flooring with a heavy sisal -
kraft paper, lapped minimum of 4" with all joints
• taped. Paper shall remain intact until final
cleaning is performed. If paper becomes torn, etc.,
replace as directed by Architect.
- E N D -
•
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -1
• SECTION 9D
PAINTING AND DECORATING
9D -01 SCOPE
Provide all labor, equipment, materials and services
for performing all operations in connection with paint-
ing and decorating, complete, in accordance with this
section and the applicable drawings.
9D -02 COLORS AND SAMPLES
All colors shall be as indicated by color chips to be
provided later by Architect. In multi -coat work using
color pigmented paints, each coat shall have sufficient
variation of color to easily distinguish it from pre-
ceding coat. Using specified or other approved materials,
prepare in advance 4 " -8" x 12" panels for each finish
and color selected by Architect, including and showing
all coats thereof; submit for Architect's approval. Sub-
mit finish samples on panels of same species and grade
of woods as required for building. Contractor to
change samples at own expense until approved by Architect.
Completed work shall match approved colors and samples.
Do no painting on project until samples are approved.
Final approved samples to be mixed at paint manufacturer's
plant, not on job.
9D -03 PRIMING AND BACK- PAINTING
A. All finish lumber and millwork, shall be carefully
primed with applicable primer and thoroughly back -
painted as specified hereunder. Back - painting shall
be done immediately upon delivery of millwork, etc.,
to job site.
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SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D
B. All interior wood finish, frames and trim that is
set against plaster or masonry shall be thoroughly
back - painted on all surfaces which will be con-
cealed after installation, with one (1) coat of
Colony Paint Co.'s #3407 Enamel Undercoat.
C. First coat of paint or other finish shall be ap-
plied immediately after woodwork has been fitted
and erected, sanded and approved. Shop coats of
paint shall be touched -up prior to application of
required priming.
9D -04 ACCEPTANCE OF THE WORK OF OTHERS
A. Contractor shall thoroughly inspect all surfaces
to which materials of this section are to be ap-
plied, to ascertain that they are suitable for
application of his materials thereover. Any de=
fects or other unsatisfactory conditions shall be
reported and corrected prior to application of
coatings thereon.
• B. Application of any materials of this section over
respective surfaces shall be construed as accept-
ance by Contractor of surface's satisfactory con-
dition. Excuses for failures of Painting Work due
to improper sub- surfaces wil not be accepted.
9D -05 SCAFFOLDING
Furnish and maintain all scaffolding and similar tem-
porary work necessary for execution of the work.
Scaffolding shall interfere as little as possible with
work being performed by other trades and shall be
shifted between coats, if necessary, to allow in-
stallation of other work, and removed promptly when no
longer needed.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 9D -06 PROTECTION
Painting and Decorating
9D -3
A. Provide temporary heating facilities and dust -
stops required for protection. No painting shall
be performed unless heating and enclosures are
ample to protect work. No painting shall be
performed in dusty rooms or in rooms where other
work is being performed that might raise dust or
cause other disturbances which would cause damage
to painted, enameled, etc., surfaces. Sections
of building shall be isolated as necessary to pre-
vent dust circulation. Temporary closures shall
be provided as necessary at locations where is-
olation cannot be provided by doors or closed
openings.
B. Protect all finished work during progress of paint-
ing and make good any damage done to such work in
a satisfactory manner. Properly cover and protect
all finished work of other trades and clean such
items of all paint spatterings.
• C. Paint materials shall not be stored or mixed on or
adjacent to finished floors and walls, unless such
surfaces are adequately protected from paint spat -
terings. In short, handling and application of
materials of this trade shall be at entire risk of
Contractor, and he will be held responsible for
replacement or suitable repair of any damaged
portions of his own work and the work of other
trades and without additional renumeration.
D. Provide adequate barriers, "Fresh Paint" signs
or other devices necessary to protect all paint
work during its application and until acceptance
of the entire job. Damaged work shall be re-
paired or replaced (as directed) at no additional
cost to the Owner.
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SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -4
9D -07
9 1.
.O M
TEMPERATURE
A. All rooms in.which painting is to be started shall
be heated to a temperature of 68 degrees F. 72 hours
before painting starts and shall be maintained at
not less than 50 degrees F. while any painting
work is in progress.
B. No interior painting shall be done when room temp-
eratures are below 50 degrees F. and no enameling
or varnishing shall be done when the temperature
is less than 60 degrees F. In general, temperature
shall be 70 degrees F. or over. No interior paint-
ing or finishing will be permitted until building
has been thoroughly dried out. New plaster,
masonry, concrete etc., shall have aged at least
30 days under good drying conditions prior to
painting, or shall have a moisture content of less
than &/..
WORKMANSHIP
All materials shall be applied by skilled mechanics.
Mechanics shall not be assigned to any work requiring
special finishing, if they have not had previous
experience in that type of work. All workmanship shall
be of the very best with materials evenly spread and
smoothly flowed -on, without runs, sagging, brush or
roller marks, skips, cat - faces, undercoats showing
through etc.
PREPARATION FOR PAINTING
A. Surfaces shall be clean and perfectly dry when
paint is applied. Temperature shall be as speci-
fied hereinbefore. No painting shall be done before
structure has sufficiently dried out, as approved
by authorized representative of manufacturer of
paint products used. All rooms in which painting
is to be started shall be swept clean, dusted and
then all surfaces wiped with a damp cloth to re-
move all dust and dirt.
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -5
• B. See Mechanical and Electrical Sections for cleaning
and preparatory work specified to be performed
thereunder.
C. I£ woodwork metal or any other surface to be
finished cannot be put in proper condition for
finishing by customary cleaning, sanding, puttying
operations, notify Architect in writing or assume
reponsibility for and rectify any unsatisfactory
finish resulting at no additional cost to Owner.
D. Wood Surfaces:
1. Do necessary puttying of nails, holes, cracks
and other defects, after first coat, with
putty of color to match that of finish. Bring
putty flush with adjoining surface in neat,
workmanlike manner, and sand smooth.
2. Sand smooth interior trim to be finished in
paint or enamel; clean surface before preceed-
ing with first coat application. Sand with fine
• sandpaper between coats to produce an even
smooth finish.
E. Metal Surfaces:
1. _Wash metal surfaces with mineral spirits to
remove any dirt or grease, before applying
materials. Where rust or scale is present,
use wire brush, or sandpaper clean before
painting. Clean shop coats of paint that have
become marred; touch up abraded parts with
primer.
2. Priming Metal Surfaces: All items of "non -
galvanized" structural steel, miscellaneous
metal and sheet metal will be shop primed as
part of the work of other sections. However,
all exterior metal shall receive a complete
•
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SPECIFICATIONS
Jamboree Road Police Facility
second prime coat
section. Interior
prime coat touch u
section.
Painting and Decorating
9D -6
s part of the work of this
metal work shall receive
as part of the work of this
3. Galvanized Metal: All exposed galvanized metal
shall be treated with one coat of Colony Paint
Co.'s Zinc Dust -Zinc Oxide Primer.
4. Metal primer for steel and iron work shall be
Colony Paint Co.'s No. 3420 Clingfast Red Primer.
F. Hardware, Coverplates, Etc.: Hardware, which is not
primed for painting, electric switch plates and
similar items which are not to be painted, shall
be removed and, after applicable surface has been
painted, replaced in a workmanlike manner. If
hardware, service coverplates and screws, etc.,
are painted, match adjacent surfaces. Replace all
coverplates when painting work is completed. All
repairs and replacement shall be at the expense of
the Paint Contractor.
9D -10 STORAGE AND HANDLING OF PAINTS
A. All paint materials, including paints, varnishes,
thinners, linseed oil, brushes, cloths and tools
shall be received, stored, opened and mixed in
rooms or areas as designated.
B. Good ventilation shall be supplied and preparation
of all paint shall be under direct supervision of
painting superintendent.
C. All precautions shall be taken to prevent fire;
all as required by codes, rules, etc., and as
directed. Rags, waste, etc., soiled with paint,
shall be removed from the premises at end of each
day's work, or stored in metal containers with
metal covers.
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -7
• D. A "NO SMOKING" sign shall be placed over the door
and inside of each paint storage and /or mixing
room and maintained there at all times. Open cans
of volatile materials shall be kept away from the
paint storage area.
E. Painting trade shall submit a list of all paint
Products and manufacturer's recommended thinning
and spread -rate of materials to be used on this
project to Architect for approval within 30 days
after award of General Contract. Upon receiving
approval, brands shall not be changed without
written approval of Architect.
9D -11 MATERIALS
A. Colony Paint Co. materials are specified herein to
establish type and quality. Paints of same types
and quality as established herein and as made by
Glidden Co., Vi -C1y Industries ( "Ameritone "), De
Voe, Reynolds Co. or National Lead Paint Co. will
be acceptable.
• B. All materials used on this project shall be of the
quality and brands specified. Claims by the Con-
tractor as to the unsuitability or unavailability
of any materials specified or his inability to
produce the quality of work specified, will not be
considered unless presented in writing to Architect
prior to application of same, with supporting
evidence to sustain the claim.
C. Brand of prime coats shall be same as succeeding
coats throughout the work. Paint of different
manufacture shall not be mixed together.
D. All material shall be delivered to the job site in
original cans and /or packages, completely sealed.
and bearing names of manufacturer, numbers and kind
of paint contained therein. All paint shall be
mixed at the factory with primers, undercoaters
and enamels in separate containers; bulk paste
shall not be used.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 9D -12 MIXING AND THINNING
Painting and Decorating
9D -8
A. Mixing of paint shall be done in galvanized iron
pans. Floors which are damaged with oil or stains
shall be cleaned, repaired and refinished at
Contractor's expense. Paint shall be thinned only
as directed by the manufacturer's printed instructions.
B. Thinners: All paint thinner shall be exact type
recommended by manufacturer of paint brand used and
shall bear same brand name. Pure wood turpentine
shall not be mixed with paint thinned with mineral
or synthetic spirits.. Thinners of any kind shall
be used sparingly per written recommendations of
approved manufacturer.
C. At completion of the work all paint work which
does not show uniform color and texture will be
deemed, to have been incorrectly thinned and
Contractor will be required to apply additional
coats until uniform results are obtained.
• 9D -13 EXTERIOR PAINTING
A. Prime coat for metal referred to herein as in
addition to the shop prime coat provided as part
of the work of other sections of these specifica-
tions.
B. Exterior ferrous metal surfaces, including exposed
structural steel doors and frames, roof scuttle,
mechanical equipment, air conditioning, heating
and ventilating, etc., ductwork, piping, conduit,
and all other ferrous metal surfaces exposed to
view in the finished work (including items on the
roof) shall be coated as follows:
One coat Colony Paint Co. No. 3420 Clingfast
Red Primer, and two coats of Colony Paint Co.
No. 2118 Alkyd House Paint, Gloss.
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SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -9
C. Exterior galvanized surfaces, including all sheet
metal work (fascias, gravel stops, flashings, etc.)
ductwork piping and conduit and all other gal-
vanized metal items exposed to view in the finished
work (including equipment, etc., on the roof) shall
be coated as follows:
One coat of Colony Paint Co. No. 3420 Cling -
fast Red Primer (or other coatings specified
hereinbefore) and two coats Colony Paint Co.
No. 2118 Alkyd House Paint, Gloss.
D. All wood exposed to view in the finished work shall
be given:
One coat Colony Paint Co. No. 3407 Enamel Under-
coat and one coat of Colony Paint Co. No. 1218
Semi Gloss.
E. On caulking compounds, apply one coat Colony Paint
Co. No. 927 -C -401 Clear Latex Sealer.
F. Other items and /or materials which are to be
painted, but which are not specifically mentioned
herein, shall be given applicable coatings as
specified herein as directed.
9D -14 INTERIOR PAINTING AND FINISHING
A. With exceptions as noted, all primers, paints, etc.,
listed hereunder, are products of Colony Paint Co.
B. Interior: Prime coat referred to herein, applies
only if prime coat is not furnished as part of the
work of other sections. Prime coat touch -up of
shop coats shall be provided as part of the work of
this section.
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -10
C. Toilet Rooms: Surfaces in these rooms or areas
shall be coated as follows:
Gypsum Board shall be as follows:
1st Coat No. 1410 Wall Primer & Sealer
2nd Coat No. 3407 Enamel Undercoat
3rd Coat No. 1218 Semi -Gloss
D. Metal (not chromed nor having an approved "factory
finish "): Clean and prime as specified herein -
before for applicable surface ( i.e., galvanized or
non - galvanized) and coat per adjacent surfaces
with specified undercoater and enamel.
E. Other Interior Surfaces shall be coated as follows:
1. Masonry:
1st Coat No. 6406 P.V.A. Sealer
2nd Coat No. 6408 Latex Enamel Undercoat
3rd Coat No. 1218 Semi -Gloss
. 2. Wood shall be coated with: One coat No. 3407
Enamel Undercoat and one coat No. 1218 Semi -
Gloss Enamel, (Alkyd).
F. Other items and /or materials which are to be
painted, but which are not specifically mentioned
herein, shall be given applicable coatings as
specified herein as directed.
G. Priming coats and finishes on doors and finish
carpentry work, which are planed or cut away in
fitting, shall be immediately re- primed and re-
finished.
H. Grilles, Registers, Diffusers, Anemostats. Etc.:
Apply one prime coat, whether factory primed,
finished; or not, and finish with two coats of
paint to match adjacent surfaces. Interiors of
•
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -11
• registers shall be given one coat Flat Black heavy
duty plastic enamel. (This applies to areas with
painted Gypsum board ceilings only).
I. Finish exposed ducts, piping, conduit, grille work,
air diffusers and exhausts and other features not
specifically designated, to match adjacent walls
and ceilings.
J. Expansion joints, separation joints, "Milcors ",
and all similar items in walls and /or ceilings
shall be painted with specified coats for appli-
cable material, to match adjacent surfaces.
9D -15 INSPECTIONS
A. Manufacturer's representative shall inspect work-
manship and materials at the site at least 2 times,
or as additionally directed by Architect, and
shall report findings to Architect.
• B. Each coat must be inspected and approved before
another is put on as specified hereinbefore.
9D -16 RIGHT OF REJECTION
No painting to be done under conditions which would
jeopardize appearance of work in any way. No work will
be accepted which shows laps, stains, flat or glossy
spots or imperfections in surface over which paint or
other finish is applied. Architect shall have right
to reject all work which is unsatisfactory and Contrac-
tor shall replace such work at his (Contractor's)
expense.
9D -17 CLEANING AND REFINISHING
This Contractor shall, upon completion of his work, re-
move all paint or putty from all work finished under
this section. He shall remove all paint, varnish or
putty from work not to be finished. Should this
Contractor apply the finished coat of paint before other
trades have completed their work he shall do so at
his own risk and shall be entirelv responsible for any
• damage sustained to the final coat of paint. Any work
SPECIFICATIONS Painting and Decorating
Jamboree Road Police Facility 9D -12
under this section that has become marred or that
has developed imperfections shall be refinished at
no extra expense to the Owner. Accumulated surplus
materials and rubbish from this work shall be re-
moved from the premises.
9D -18 GUARANTEE
Contractor shall furnish a written guarantee to the
effect that all painted surfaces shall under normal
usage and conditions, not fade, chip, crack, blister,
or spall for a period of two (2) years from date of
final acceptance of the work by the Owner, and that any
defects uncovered during this period, whether it is due
to faulty workmanship or to incorrectly applied mater-
ials, shall be promptly and satisfactorily replaced
without additional cost to Owner.
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- E N D -
•
SPECIFICATIONS Acoustical Tile and
Jamboree Road Police Facility Suspension System
9E -1
SECTION 9E
• ACOUSTICAL TILE AND SUSPENSION SYSTEM
9E -01 SCOPE
Provide all labor, equipment, materials and.services for
performing all operations in connection with acoustical
tile and suspension system, complete, in accordance with
this section and the applicable drawings.
9E -02 SAMPLES AND SHOP DRAWINGS
Per "General Conditions" Section.
9E -03 MATERIALS
Materials used in the work of this section shall conform
with following requirements:
A. Sealed and Protected Packages: Materials shall be
delivered to job in manufacturer's original packages,
• with seals unbroken, and with manufacturer's name
and contents legibly marked thereon, and shall be
stored in protected dry shelter until used.
B. Hanger wire shall be No. 8 gauge galvanized annealed
steel wire.
C. Tie Wire shall be No. 16 gauge galvanized, double
annealed steel wire.
D. Acoustic tile shall be Celotex Corp.'s "Acousti-
Celotex Fashion Fissured Protective" mineral fiber
lay -in panels or approved equal, as manufactured by
U. S. Gypsum Corp., Armstrong Cork Co., or National
Gypsum Co. Tile panels shall be of sizes indicated
on the drawings.
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SPECIFICATIONS
Jamboree Road Police Facility
9E -04 GENERAL INFORMATION
Acoustical Tile and
Suspension System
9E -2
A. Examine all parts of the work for any conditions
which may affect soundness or correctness of suspen-
sion system, and acoustical tile work; verify that
all corrections are made before proceeding with work.
C.
Delivery of materials shall be arranged so that
supplies on job site will assure uninterrupted
progress of the work.
Deliver all items and accessories in original con-
tainers or bundles bearing manufacturer's name and
brand.
D. Handling of materials of this trade shall be at
risk of Contractor and he will be held responsible
for replacement of any damaged portions of work of
other trades, without additional renumeration.
E. Co- operate with all other trades involved in the
work as to placing and building into "Acoustical
Tile and Suspension System" and all fixtures, and
miscellaneous items of every description, including
providing openings, chases, etc., to extent neces-
sary for proper and secure installation, attach-
ment and passing of their work.
F. Before work is begun, all piping, conduit, fixtures,
etc., which are to be concealed by and /or penetrate
such work, must be in place, tested and approved.
G. Scaffolding shall be constructed and maintained in
conformity with applicable laws and ordinances and
so as not to interfere with work of other trades.
H. All work which is accompanied by excessive moisture
shall have been completed and be dry in any area or
room before acoustical tiles are installed therein.
SPECIFICATIONS Acoustical Tile and
Jamboree Road Police Facility Suspension System
9E -3
I. Protect all adjacent completed work of other trades
from damage and soiling during execution of work of
this section. Seal joints in acoustical tile around
all penetrations as recommended by approved manufac-
ture.
J. Install acoustical tile units in true and even plane,
in straight line courses laid out symmetrically
about centerlines of the ceiling.
K. Contractor prior to beginning tile work, shall
furnish Architect with satisfactory evidence that he
is an approved and authorized applicator of approved
suspension system and tile manufacturers.
9E -05 FACTORY FINISH
Acoustical units shall be painted at factory with at
least one coat of paint on face and all edges.
9E -06 ACCEPTANCE OF THE WORK OF OTHERS
Carefully examine all surfaces to which work of this
• section is to be applied, to determine that they are, in
every case and in every respect, suitable for installa-
tion thereon of work of this Section. Application of any
materials of this section shall be considered as evidence
of acceptability of work of other trades in conjunction
therewith and excuses for poor workmanship, failures, etc.,
because of faulty sub - surface work of other trades will
not be accepted.
9E -07 SUSPENDED CEILINGS
A. Suspension system shall be "Rigid Grid" Series F
fire rated type (and so approved and labeled by
Underwriters' Laboratories, Inc.), as made by Arm-
strong Cork Co. or Chicago Metallic Corp. System and
shall have factory applied line expansion joints.
B. Said ceiling system shall consist of heavily zinc
coated steel members (Main beams, cross tees, wall
angles, etc.) firmly interlocked (including at splices)
to form a perfect geometrical layout of entire
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SPECIFICATIONS Acoustical Tile and
Jamboree Road Police Facility Suspension System
9E -4
ceiling. All exposed members shall be cleaned,
primed and finished with durable baked on vinyl
enamel.
C. Erect in place, in locations indicated, ceiling
system complete as specified herein. With exceptions
indicated on drawings and /or specified, erect per
approved manufacturer's current written recommenda-
tions for this type installation and the approved
shop drawings.
D. Hanger wire shall be galvanized annealed wire per
AISI manual.
E. Additional ceiling framing shall be provided in co-
operation with mechanical and electrical trades as
necessary to suspend the ceiling adequately where
large ventilating ducts are to be installed and to
accommodate fixtures in ceilings.
F. Fully co- operate with and furnish timely instructions
to other trades so locations of electric outlets,
lighting fixtures and other inserts will be estab-
lished in true alignment, with minimum of cutting
and fitting. Center lighting fixtures on center of
tile panel or at intersection of tile patterns.
Prepare and furnish layouts and setting diagrams as
required to facilitate work of trades whose work may
be related to or contingent upon same.
G. Complete work shall finish true to line with exposed
surface flush and level, joints straight and true to
line. Clean dirty or discolored surfaces of units;
leave free from defects. Replace units which are
damaged or improperly applied.
9E -08 DEFECTS
Such defects as buckling, excessive shrinkage, warping,
cracking, settling, chipping, spotting, discoloration or
loss of acoustical properties will not be accepted.
SPECIFICATIONS Acoustical Tile and
Jamboree Road Police Facility Suspension System
9E -5
9E -09 CLEANING
After acoustical units are installed, surfaces shall be
thoroughly cleaned. Touching up of factory - applied
finish shall be done as necessary to place all surfaces
in an acceptable condition.
9E -10 CLEAN -UP
At completion of the work, repair all damage caused by
the work at no extra cost to the Owner, and to the
satisfaction of the Architect. Remove all debris of
the work from the job site, and leave the entire instal-
lation in condition ready to receive following work.
• - E N D -
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SPECIFICATIONS
Jamboree Road Police Facility
• SECTION 10A
FINISH HARDWARE
10A -01 SCOPE OF WORK
Finish Hardware
10A -1
A. Required: All labor, materials, facilities and
equipment required for a complete installation
of finish hardware as shown on the drawings and
as specified herein.
B. Items not included in this section: This allow-
ance does not cover items generally known as rough
hardware not items of Finish Hardware, when
noted elsewhere in the specifications as being
furnished or included with unit items by other
suppliers or contractors.
10 -02 GENERAL REQUIREMENTS
A. The contractor shall install finish hardware as
• required. The hardware shall be fitted prior to
the painting and then removed and painting com-
pleted before final installation of finish hard-
ware.
B. The contractor shall be responsible for arranging
his work and securing delivery of all hardware
and necessary accessory items required for the
installation of finish hardware so that all work
shall progress without delay or interruption.
C. Upon delivery of the finish hardware to the job
site, the contractor shall be responsible for this
material. The hardware shall be protected from
damage at all times, both prior to and after in-
stallation.
D. Finish hardware shall be neatly installed in the
proper locations in keeping with the best practices
of the industry. All hardware must be thoroughly
cleaned prior to final turnover to the owner.
E. No extra cost will be allowed because of changes or
• corrections necessary to facilitate the proper
installation of any items of finish hardware. The
•
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SPECIFICATIONS
Jamboree Road Police Facility
Finish Hardware
10A -2
Contractor shall be responsible for the proper fab-
rication of all work or material to receive the
finish hardware.
F. All keys shall be properly tagged by the contractor
and turned over to the owner upon completion of the
work.
10A -03 WORK SPECIFIED ELSEWHERE
A. Hardware for the following items is specified
under other sections and is not considered as
part of finish hardware unless specifically
mentioned:
Installation of Finish Hardware
Rough Hardware
Toilet Compartment Doors
Hose Reel Cabinets
Metal Shelf Standards and Supports
Aluminum Entrance Doors except Cylinders
Prefinished Wood Cabinets
Metal Cabinets
Metal Access Doors
Brackets for Metal Handrails
Bath Accessories
10A -04 FINISHES
The finished of all hardware, unless otherwise in-
dicated, shall be:
Butts
Locks
Miscellaneous
Closers
10A -05 TEMPLATE HARDWARE
US 26 D
US 32 D
US 26 D
Sprayed to Match Finish Hardware.
All hardware applied to metal doors or jambs shall be
made to template and secured by machine screws. Re-
inforcing units manufactured by the lock manufacturer
shall be furnished for hollow metal doors where
cylindrical locks are specified. Furnish templates
and lock reinforcing units to metal door and frame
manufacturer for application at the factory, unless
otherwise requested.
•
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SPECIFICATIONS
Jamboree Road Police Facility
10A -06 FASTENINGS
Finish Hardware
10A -3
Finish hardware shall be furnished with all necessary
screws, bolts or other fastenings of suitable size
and type to anchor the hardware in position for
heavy use and long life, and shall harmonize with the
hardware as to material and finish. These fastenings
shall be furnished where necessary with expansion
shields, sex bolts, toggle bolts, or other approved
anchors according to the material to which it is ap-
plied and as recommended by the manufacturer. All
hardware fastened to concrete shall be furnished with
machine screws and tamp ins.
10A -07 CODES
All hardware shall comply with applicable fire and
building codes. All labeled doors shall be self
closing. Provide fusible links for all doors with
closers where hold open devices are specified.
10A -08 BUTTS
All exterior outswinging doors shall have non - ferrous
butts with non - removable pins when the door is closed.
Where steel butts are specified for exterior doors,
they shall be sheradized or zinc plated prior to the
final plating. Labeled doors shall have steel butts.
Where labeled doors are exterior outswinging, provide
stainless steel butts. All doors having closers shall
be furnished with ball bearing butts.
10A -09 LOCKSETS
Locksets shall have a steel cylindrical case. Unless
otherwise specified, all interior parts of the locks
shall be made of steel and zinc - dichromate plated to
resist rusting and corrosion. No plastic, die cast or
aluminum mechanisms whill be allowed. Key -in- the -knob
•
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SPECIFICATIONS
Jamboree Road Police Facility
type locksets shall have
out removing the lockset
shall have a backset of
Finish Hardware
10A -4
access to the cylinder with -
from the door. All locksets
2 -3/4 ".
Design of locks shall be Tulip.
Strikes shall have extended lips where required to
protect trim from being marred by the latch bolt.
Strike lips shall not project more than 1/8" beyond
door frame trim at single doors or face of inactive
leaf at pairs of doors. wrought box strikes shall be
furnished on all locks, latches and deadlocks. The
lock cylinders shall have six (6) pins. All doors
from all rooms or closets are to have locks, latches
or panic bolts of a type which are openable at all
times from the inside by merely turning the knob or
pushing a crossbar and shall not require special
knowledge or effort. Hardware supplier shall verify
if Standard or ASA Strikes #965 are required at
metal frames.
10A -10 KEYING
Unless otherwise indicated, all locks shall be Master -
keyed. All keying shall be as directed by the
Architect. Furnish three (3) keys per lock. Furnish
six (6) Masterkeys. All keying shall be done by the
lock manufacturer.
10A -11 HARDWARE LIST
A. Catalog numbers referred to in the hardware list
on the drawings, will be taken from the following
manufacturers:
Butts and Hinges
- H. Soss Hinge Company
Locksets
- Schlage Lock Company
Push and Pull Plates
- Quality Hardware Company
Panic Bolts
- Von Duprin
Door Stops, Holders
and Silencers
- Quality Hardware Company
Door Closers
- Norton Closers, Inc.
Flush Bolts and Dust
Proof Strikes
- H. B. Ives Company
Thresholds
- Pemko Mfg. Company
Electric Strikes
- Folger Adam Company
SPECIFICATIONS Building Specialties
Jamboree Road Police Facility 1OB -1
• SECTION 10B
BUILDING SPECIALTIES
1OB -01 SCOPE
A. Required: Provide all Labor, Materials, facilities
and equipment necessary to perform all operations
for a complete installation of Building Specialty
items as shown on the drawings and specified herein.
B. Submit catalog cuts of accessory items per "General
Conditions ".
IOB -02 TOILET ACCESSORIES
A. Toilet accessories shall be as manufactured by
Bobride Co., Watrous Accessories Specialties or
an approved equal, of styles as selected by the
Architect.
• B. Provide the following as specified in the equip-
ment list on the drawings:
1. Paper towel dispenser and disposal combination
units.
2. Paper towel dispensers.
3. Trash receptacles.
4. Sanitary Napkin dispensers (coin operated).
5. Sanitary Napkin disposers.
6. Toilet paper dispensers (double roll).
7. Soap dispensers (powder type).
1OB -03 MIRRORS AND SHELVES
A. Mirrors and shelves shall be by Tyre Bros. Glass
and Paint Co.. "Registered Safety Mirrors" with
metal frame and Preswood backs or an approved
equal.
•
SPECIFICATIONS Building Specialties
Jamboree Road Police Facility lOB -2
• B. All mirror frames and shelves where called for
shall be stainless steel.
C. Install mirrors, plumb and true to line, center
accurately in respective locations at a uniform
height as shown on drawings. Use an approved type
tamper -proof fastener.
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SPECIFICATIONS Security Equipment
Jamboree Road Police Facility llA -1
SECTION 11A
SECURITY EQUIPMENT
11A -01 QUALIFICATIONS OF BIDDERS
In order to protect the owner from inferior workman-
ship and material, and to insure satisfactory service
and replacements in years to come, prime or sub -
proposals will be considered only from firms who are
regularly engaged in the fabrication of security
equipment.
Each bidder shall submit with his proposal a list of
five installations of similar character and magnitude
that are currently in successful operation.
The name and location of each institution, together
with the name of the current supervising officer, shall
accompany such references, and failure to include same
with any proposal will be considered sufficient reason
for refusal to consider such bid. Formal award of
contract will be withheld until all references have
been checked and proven satisfactory.
General contractors will be required to list the name
and address of their secuirty equipment sub - contractor,
together with his references as above provided, with
their bid and will not be permitted to withdraw or
change such name without the express consent in writing
of the owner.
The general contractor shall not be relieved of the
responsibility of furnishing security and prison equip-
ment in accordance with the above requirements even
though the security equipment sub - contractor named by
the general contractor in his bid is not subsequently
approved by the architect and owner.
•
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SPECIFICATIONS
Jamboree Road Police Facility
IIA -02 SCOPE OF WORK
Security Equipment
11P, -2
Furnish all labor and materials necessary to complete
security equipment work shown on the drawings and
specified herein. Furnish any necessary part not
specifically shown or definitely specified, if
omission is regularly and clearly part of the security
equipment. The equipment to be furnished and erected
shall consist of the following:
Hardware as per Security Hardware Schedule.
Furnishings as per Security Furnishings Schedule.
Detention Sash.
Cell Work.
Access Panels.
Miscellaneous Steel Doors and Frames.
Bunks and Beds.
Day Room, Cell, and Mess Hail Tables and Seats.
Light and Ventilating Fixtures.
Metal Mirrors.
Observation and Speaking Panels.
Visitors' Booth Windows, Frames, Shelves & Speak
Device.
Gun Cabinet.
Locking Devices and Door Operators.
Padded Cells.
Glass and Glazing for Jailors Office, Visitors
Booths and Observation Panels.
11A -03 WORK NOT IN SECURITY EQUIPMENT:
All concrete and masonry work, general construction,
plumbing, heating, ventilating, electrical, miscel-
aneous iron work and touch up and finish painting
except as specifically required.
Setting of steel security.items required to be built
into concrete or masonry such as door frames, anchors
for attachment of security equipment and security
concrete reinforcement shall be done by Building Con-
tractor, who shall be responsible for the proper align-
ment of all such items.
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SPECIFICATIONS
Jamboree Road Police Facility
IIA -04 LOCATION OF WORK:
Security Equipment
11A -3
Security Equipment to be installed where indicated on
plans and as provided in specifications.
11A -05 ACCESS TO BUILDING:
Necessary openings through the outside walls of
building for ingress of all security equipment herein
specified shall be left or provided by Building Con-
tractor without expense or unnecessary delay to
Security Equipment Contractor.
11A -06 CEMENT FLOOR FINISH:
Cement floor finish, indicated on drawings, shall be
provided by Building Contractor after Security work
is erected in building complete. (Security steel
equipment shall be set upon or attached to concrete
rough floor slabs.)
11A -07 SHOP DRAWINGS:
Security Equipment Contractor shall prepare and submit
for Architect's approval all necessary shop drawings
and details covering all essential items concerned
with the work.
11A -08 PATENTS:
Security Equipment Manufacturer shall assume full
responsibility, save harmless and fully indemnify
Owner or any of its officers or agents for all damages,
costs or expense that may at any time arise as the
result of infringment of the patent rights of others
in consequence of the installation or use of any article
or device of prison equipment to which Security Equip-
ment Manufacturer is not lawfully entitled to manu-
facture, sell or offer for sale.
Security Equipment Manufacturer shall defend any suit
brought against either owner or General Contractor for
alleged infringement of any patents relating to
Security Equipment. He shall pay all costs and
satisfy any judgement resulting from such litigation.
SPECIFICATIONS
Jamboree Road Police Facility
• lIA -09 CELLS FOR VIOLENT PRISONERS:
•
Securitv Equipment
11A -4
A. Where shown on plans provide a padded cell for
violent prisoners in accordance with the following:
1. Cell Door 2' -6" wide by 6' -4" high, swinging
type. Provide door with speaking and obser-
vation panel Adam #200 located at eye level.
Provide door opening with 1/2" x 1" steel stops
at sides and top. Door to be hung on three #5
Adam Ball Bearing drop forged steel jail 'hinges
and locked with #62 Adam combination snap and
dead lock keyed as hereinafter directed, and
mounted on outside of door in lock mounting
#678P.
2. Light and Ventilation Equip.each such cell
with light and ventilating fixture Adam #404
or equal set in ceiling or in side wall just
below ceiling.
3. Padded Walls Interior surfaces of walls and
door to be covered with padded panels constructed
in the following manner.
Each panel to be not over 4' x 8' in size framed
of and cross braced with hard wood members
1 -1/8" thick and 6" wide. Before applying pad-
ding insert 1/2" diameter x la" long stainless
steel carriage bolts at 24" centers around
edge members of frame. Provide cell walls and
door with corresponding holes to permit attach-
ment and /or removal of padded frames.
On framework above described apply 3/4" thick
plywood screwed to frames with #10 screws
1 -1/2" long spaced 6" on centers. Over this
wooden structure provide batts of fire - resisting
cotton 4" thick (prior to compression); cover
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility 11A -5
• Cotton batts with vinyl coated fabric boxed
and welt seamed to back of wood frame and
returned on back of frame for a distance of
2" all around and securely tacked with gal-
vanized tacks 2" on centers.
Tuft padding at approximately 1' -4" centers
with metal buttons not less than 1" diameter
with wire eye on back fastened with braided
bronze picture wire running through corres-
ponding holes in. wooden frame work terminating
on rear surface of same in substantial loops
cross pinned with 6d galvanized nails held
against slipping with 1/2" long staples near
each end.
Padded sections to completely cover cell walls
except a space of 6" around floor line.
Provide each such cell with floor drain, per-
forated cover to be secured against removal by
prisoners. Slope concrete floor to drain;
•
cover concrete floor with 1" thick rubber mat
extending up sides of concrete curb and held
around edges by clamping between steel strip
and plate wall. Also securely anchor mat at
drain cut out.
11A -10 HOLLOW METAL DOORS AND FRAMES:
A. Security Hollow Metal Doors
Hollow metal doors included under this section
are marked "SHM" on the drawings and in the sched-
ules appearing thereon.
Security Hollow metal doors shall be flush type
approximately 1 -3/4" thick for doors requiring
prison -type locks.
(Doors with 1 -3/4" reinforcing between the skins
can be used)
•
SPECIFICATIONS
Jamboree Road Poiice Facility
Security Equipment
11A -6
•
Edges at top and sides shall finish flush. Top
and bottom edges shall have continuous stiffener
channels welded to the outer shells. Doors shall
be mortised accurately cut, sinkages provided and
be reinforced, drilled and tapped as required for
the proper applications of hardware and prison
equipment. Doors shall have not more than 1/8"
clearance at jambs and 'head, and shall have the
proper bevel at lock and hinge edge of doors to
operate without binding. They shall be out of
wind and be reinforced at corners and elsewhere
sufficiently to prevent sagging or twisting. All
flush -type doors shall be insulated to reduce
metallic ring as follows; Doors to be reinforced
with channels spaced 4" on centers shall have the
spaces between the channels and between the outer
shells completely filled with compressed cork.
Steel sash inserts, or hollow metal muntins, as
hereinafter specified, shall be built into the
doors where required and as shown on the drawings.
•
Truss type cold formed continuous reinforcement
of equal strength will be approved.
Doors (with prison locks) shall be flush type and
constructed of 14 gauge steel. The interior of
doors shall be reinforced with formed or hot roiled
steel sections not 'Less then 1/8" thick, extending
full height of door and spaced not over 4" apart,
spot welded, vertically, 3" on centers.
Tops, bottoms and edges of doors shall have contin-
uous stiffener channels not less than 1/8" thick,
spot welded to the outer shells 3" on centers.
Provide filler channel at top of door.
The outer shells shall be returned at the edges to
a close fit and the seam tack welded not over 3"
on centers and welds ground smooth and even. The
stiffener channel on the lock edge of door shall
not be cut, except to allow for the passage of the
lock bolt. The prison -type lock shall set between
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility .11A -7
• the legs of the stiffener channels. On swing-
ing cell doors, the reinforcement for the pulls
shall consist of a steel bar 3/8" x 2" wide
x 10" long.
B. Pockets for Prison -Type Locks
A pocket shall be formed in each door where mortised
locks are used, Adam 678 -P or equal. The deten-
tion side of pocket shall have not less than 3/16"
thick steel plate to protect the lock. Provision
shall be made in the pocket so that the lock can-
not be removed from the door when the lock bolt of
the lock is in the locked position. The steel pro-
tection plate may finish either flush with the
surface of the door or may have beveled edges and
be applied to the face of the door. The steel
protection plate shall cover the opening and extend
at least 3/4" on all edges beyond the opening. The
detention side shall be flush. The lock shall be
secured according to details of lock manufacturer.
C. Reinforcing
• The reinforcing channel for mortice butts shall be
set back the thickness of the butts, and the space
between the channel and the edge of the door shall
be filled solid with steel strips between the
butts. The back of reinforcing channel shall be
further reinforced where butts occur, with No. 9
gauge steel, 9" long, welded to the chanel. Door
check reinforcement shall be 12 gauge channel
type 3�" deep x 14" long.
Reinforce doors for surface items such as surface
and semi - concealed closers, brackets, surface
holders, transon operators and door stops, drilling,
tapping and installation of these surface items to
be done in the field by others.
D. Steel Sash Inserts
Where doors provided with prison locks are re-
quired to have detention sash, a steel channel of
same gauge as that of.door shall be installed around
•
SPECIFICATIONS
Jamboree Road Police Facility
Security Equipment
11A -8
• the perimeter of the sash opening and spot welded
on 3" centers to the outer shell. The detention
sash insert shall be continuously welded to the
outer shells and channels of the door on both sides
to form an integral part of the door. All welds
shall be ground smooth and even. Other special
features such as wicket shutter, food and paper
pass, speaking and observation panel shall be con-
structed as per details on plans.
E. Hardware Application
All hardware items mentioned below shall be ship-
ped prepaid to the door manufacturer for factory
application:
Prison -type locks, cremone bolts, lock protection
plates, escutcheon key plates, security screws,
prison door pulls, and prison hinges.
F. Frames
Door jamb to be formed of 14 gauge steel with in-
tegral stop at top and sides. Jamb to extend
• down 1�" into concrete floor. Provide eight ad-
justable anchors as shown on plans and reinforce
back of flange with 3/16" x 1 -3/4" x 6" pads weld-
ed thereto at location of each hinge. Weld tem-
porary brace across jamb at bottom before shipment,
and securely weld Adam Size "A" lock bolt keeper
to masonry side of jamb at proper point.
l A -11 SECURITY HOLLOW METAL WINDOWS:
A. Hollow metal window frames included under this
section are marked "JW" on the drawings and in the
schedules appearing there on.
Hollow metal window frames shall be of 14 gauge
steel, rolled to shapes as indicated on drawings.
All frames shall be of welded construction using
full continuous seam welds for miters, butts and
edges. All finished frames shall be delivered to
the job site with a shop prime coat.
•
SPECIFICATIONS
Jamboree Road Police Facility
Security Equipment
11A -9
• Fit all frames and multiple sections of frames
and align in the window opening and use full
continuous welds for final connection of window
sections. After welding, touch up all primed
areas and leave frames ready for final painting
by others.
B. Glazing for security windows marked "JW" on the
plans and schedules shall be:
TYPE "A" - Multiplate Bullet - Resisting Plate
Glass, 7/8 inch thick as manufac-
tured by Pittsburgh Plate Glass
Company or an approved equal.
TYPE "B" - a inch Polished Wire glass as
manufactured by Pittsburgh Plate
Glass Company or an approved equal.
All glass for installation in Jail Security Windows
shall be of commercial quality.
• Laminating shall be performed in the factory of a
recognized glass manufacturer and in accordance
with the best standards of the industry.
For locations of the glass types listed above see
the plans and schedules.
11A -12 WELDING:
Welding shall be executed in accord with best approved
standard practice. Electric arc welding shall be used
in fabrication and erection work where practical and
where neat workmanship is possible.
Surfaces to be welded shall be cleaned of all loose
scale, rust, oil, grease, paint or other foreign
matter. Welds shall show uniform section and reasonable
smoothness of weld - metal without overlaps and a
minimum of craters, porosity and clinkers. Visual
inspection of edges and end of fillets and butt joint
welds shall indicate good fusion with, and penetration
into base metals. Plug welds shall be ground smooth.
• precautions shall be taken to minimize stresses and
distortions due to heat.
SPECIFICATIONS
Jamboree Road Police Facility
• lIA -13 MATERIALS:
•
•
Security Equipment
11A -10
All materials shall be new and unused and of the best
quality available.
Unless otherwise specified for any item, part, unit
or section, all steel shall be milled steel as manu-
factured by the open hearth or electric furnace
process, and shall be of composition within the
limits adopted by the American Steel Manufacturers
Association for open hearth plates, sheets, bars
and shapes. Steel made by the Bessemer process will
not be acceptable.
11A -14 DOOR JAMBS FOR CONCRETE OR MASONRY OPENINGS:
Both steel plate and steel grille doors and frames
of swinging type to be furnished by Security Equip-
ment Contractor and shall be set in place by and at
the expense of the Building Contractor, where shown
on the plans and called for in the Door Schedule
appearing thereon.
Jambs for Security Hollow Metal Doors (SHM) shall be
formed of #10 gauge steel sheet with integral stop at
top and sides. Jamb to extend down 1'" into concrete
floor. Provide eight adjustable anchors as shown on
plans and reinforce back of flange with 1/4 x 1 -3/4"
x 6" pads welded thereto at location of each hinge.
Weld temporary brace across jamb at bottom before
shipment, and securely weld Adam Size "A" lock bolt
keeper to masonry side of jamb at proper point.
Jambs for all Grille and Maximum Security Hollow
Metal Doors (MSHM) to be constructed as above speci-
fied except that thickness of material shall be in-
creased to 3/16 ".
In all cases the distance between flanges shall be in
accordance with the thickness of the wall in which
they are to be set.
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility lIA -11
• Jamb to receive one coat of rust inhibiting paint
before shipment. Final painting by others.
All exterior doors shall be weatherstripped with vinyl
and aluminum stripping applied against stops with sheet
metal screws. Provide each such door with hollow metal
interlocking threshold and heavy interlocking hook.
11A -15 CELL BUNKS:
Each of the cells and dormitories shall be provided
with the number of bunks indicated on the drawings
and of the type called for in Furnishings Schedule
which is a part of the drawings.
IIA -16 KEYS:
A. Locks to be keyed as directed hereafter, each key
to be not less than 4'h" in length, blade to be 7/8"
wide by 5/32" thick. Handle to be of oval shape
to properly fit hand - about 2a" x 1 -3/8" in size
and separated from key blade by �" x 1�" shank to
• provide clearance for officer's hand. Entire key
to be made of heat - treated polished alloy bronze
having tensile strength of not less than 90,000
pounds and a hardness on the Brinnell scale of
at least 170. Stamp each key with number or letter
as directed and furnish 3 keys for each combination
unless otherwise specified in hardware schedule.
B. Locks shall not be master keyed.
C. Keys shall be delivered only to an authorized
person named by the Architect.
11A -17 KEY SCHEDULE:
Within 30 days after a contract has been received by
the Jail Equipment Contractor, he shall submit, in
quadruplicate, a proposed keying schedule to the
Architect who will, after conference with the Owner,
•
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility 11A -12
• return two copies a_proved or with instructions for
revision to suit Owner. Keys shall be furnished as
provided in the hardware schedule. Delays in obtain-
ing such approval or corrections from Owner shall not
be charged against the Contractor.
IIA -18 PAINTING:
All of the specified steel jail equipment except parts
having a polished or plated finish shall be thoroughly
cleaned of rust, dirt, grit, grease, oil and other
foreign substances and shall be given a shop coat of
rust resisting primer before shipment from the fac-
tory. Paint applied in the shop shall be free from
runs, blisters or other defects and shall be thoroughly
dry before shipping. Mechanical parts of locking
device not subject to painting shall be carefully
covered with oil or grease to prevent corrosion.
Any required touch -up and finished painting after
the equipment has been installed will be done by
others as specified under the painting and finish-
ing section of the specifications.
• lIA -19 MODELS AND SAMPLES SUBMITTED:
Each prospective bidder is to demonstrate to the
Architect, when requested, a sample cell front em-
bodying full size all features of locking device,
motive power and controls.
The bidder agrees that the quality of material and
all details of construction which he proposes to
furnish will fully meet the minimum requirements of
these specifications in every detail and in every
respect will equal the models and samples submitted.
lIA -20 KEY CABINET:
Provide and install a key cabinet as shown on plans.
Cabinet to be constructed of 3/16" open hearth plate,
complete with swinging door and prison type lock.
Provision shall be made therein for proper indexing
of keys.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 11A -21 ELECTRO- MECHANICAL LOCKS:
Per Jail Hardware Schedule.
11A -22 CELL FURNITURE AND FITTINGS:
Per Jail Equipment Schedule.
11A -23 PRISON HARDWARE:
Security Equipment
liA -13
Each door shall be equipped with hardware especially
made for prison use. All such items as herein spec-
ified shall be those as manufactured by Folger Adam
Company, Joliet, Illinois, Southern Steel Company,
San Antonio, Texas, or an approved equal.
A. Hinges
Provide each swinging door with Adam #5, or equal,
ball- bearing prison hinges according to door
schedule and details.
Full surface,
• be provided to
plans.
CJ
half surface or gap type hinges to
suit various conditions shown on
Hinges to be made of drop- forged mild steel
having a tensile of not less than 80,000 lbs. per
square inch, to be of three knuckle type. Malle-
able hinges not acceptable.
Hinges are to be provided with two thrust bear-
ings, each containing not less than 12 hardened
steel balls one quarter inch minimum diameter
running in hardened steel races.
Recess for 3/4" diameter hinge pin is to be blind
in lower lug of female leaf. Hinge pin to be
knurled and hardened to prevent removal by any
means other than drilling. Pin to be tight force
fit in upper half of female leaf.
•
Cl
Cl
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility 11A -14
Where hinge pin passes through male leaf, interior
of latter is to be enlarged to provide a grease
reservoir.
All working surfaces are to be carefully and
accurately machined, all parts are to be made from
jigs and templates and to be absolutely inter-
changeable.
Hinges to be attached to doors and door frames with
counter -sunk rivets or prison security screws.
Hinge leaves that attach to buck flange are to be
cut to proper width to fit same and provided
with factory drilled and countersunk attachment
holes.
All hinges are to be provided with oil groves to
permit oiling as required.
B. Lock Bolt Keeper
For each door equipped with
lock bolt keeper, Adam Size
of drop- forged mild steel of
receive lock bolt. Depth of
1" thick.
prison lock provide
"A" or equal, made
necessary size to
recess to be at least
Keeper to be attached to iron work by means of two
#" diameter rivets or security screws. Plug weld-
ing may be used if deep penetration is obtained
and holes completely filled and ground flush after
welding.
C. Door Pulls
Door pulls shall have overall length of approx-
imately 8 -5/8 ", hand hold of 5 -1/4" and minimum
between grip and door of 1' ". The material shall
be bronze with polished finish.
SPECIFICATIONS Security Equipment
Jamboree Road Police Facilitv 11A -15
• D. Escutcheons
Escutcheons shall be stainless steel, satin finish,
outside diameter 3 ", thickness 1/8" provided with
holes 2" center to center for attachement, with 4"
oval head stainless steel spanner screws.
lIA -24 PRISON LOCKS:
Prison locks for all doors not connected with gang
locking devices shall be furnished in accordance
with Hardware Schedule and shall be keyed on one or
both sides as shown therein.
lIA -25 ERECTION:
All of the foregoing specified steel security equip-
ment shall be installed in place by the Security
Equipment Contractor, except tool resisting steel
reinforcing grids, security doors and jambs or other
materials for concrete or masonry openings which shall
be furnished and delivered to the building site by the
Security Equipment Contractor to be set and built in
• place by and at the expense of the General Contractor.
11A -26 LACK MOUNTINGS:
All prison locks as shown in Hardware Schedule shall
be mounted in and protected by Adam Lock Mounting
No. 368 -G for steel grille doors, Adam No. 678 -P for
steel plate doors and Adam No. 678 -T for hollow metal
doors, or approved equals.
11A -27 PRISON TYPE HARDWARE SCHEDULE:
General
All doors shown in Door Schedule on plans shall be
equipped with prison type hardware as indicated. Hard-
ware listed has been selected from the catalog of
Folger Adam Company, Joliet, Illinois, for establish-
ment of minimum standards of quality, size and design.
•
SPECIFICATIONS
Jamboree Road Police Facility
Security Equipment
11A -16
• Other makes will be considered if, after examination
of a complete set of samples, the Architect grants
written approval, as equal. All prison locks shall,
however, be manufactured by the same company.
IIA -28 TOOL RESISTING STEEL:
All tool resisting steel where specified shall be
either composite, laminated or homogeneous bars as
manufactured by Crucible Steel Company of America
or approved equal.
Fabricator of security equipment shall, within 30
days after award of contract, submit three (3)
samples 16" long of both the round ribbed or hexagon
bars and the flat rectangular bars or channels he
proposes to use. Samples shall be accompanied by
certificate of type and quality from the manufacturer.
Samples to be in hardened condition and to be sub-
jected to the following tests made by a reputable
• testing laboratory at fabricator's expense.
A. STRUCTURAL TEST FOR ROUND RIBBED OR HEXAGON BAR:
Testing laboratory shall arrange two parallel
steel supports spaced 12" apart, and arranged
to support round ribbed or hexagon bar 7/8"
diameter placed at 900across supports.
Load to be applied from above, midway between
supports, with thrust surface having a �" radius.
Load of 5,000 pounds to be applied and deflec-
tion noted.
Load to be released and any permanent "set"
in bar noted.
Load to be increased to 6,000 pounds and
deflection noted.
SPECIFICATIONS
Jamboree Road Police Facility
Security Equipment
IIA -17
• Load to be released and any permanent "set"
in bar noted.
if no fracture of bar occurs at this point
and if the bar has taken no permanent "set"
exceeding k ", sample will be considered
satisfactory.
B. CUTTING TEST FOR ALL TYPES OF BARS:
Bar under test to be securely held in vice
and to be attached with 10" high speed hack-
saw blades, 20 teeth to the inch, properly
tensioned in hand hacksaw frame. Laboratory
will note depth of cut through soft matrix
on laminated bars and depth of decarb on
homogeneous bars. Also note length of time
elapsed before first saw blade becomes dull.
Test shall continue until a total of two
dozen blades have been used until dull.
The resulting depth of cut shall not repre-
sent over one quarter of the diameter of
• the round ribbed or hexagon bars or a total
depth of over a" on the narrow edge of
flats or channels.
Failure to pass laboratory tests shall result
in rejection of material by the Architect.
C. LABORATORY TEST FOR TOOL RESISTING STEEL PLATE:
Fabricator of security equipment shall sub-
mit three (3) samples of tool resisting
steel plate twelve inches square. Samples
shall be accompanied by certificate of type
and quality from the manufacturer.
Testing laboratory shall attempt to drill a
hole in each plate using a hand drill or an
electric drill not exceeding 1300 R.P.M.
Standard a" high -speed drill bits shall
be used and each shall be operated until
the cutting edge in contact with the
hardened lamination is destroyed.
•
SPECIFICATIONS
Jamboree Road Police Facility
Security Equipment
11A -18
• If plate is pierced by twelve a" bits
applied at the same point, the material
will be rejected by the Architect.
D. FIELD TESTS:
In order to assure owner that material de-
livered to job site has been properly heat -
treated and hardened, owner's inspector
will select and test at random three bars
of each grille using same size and make of
hack saw blades as used in laboratory test.
When one hack saw blade has been rendered
dull in cutting bar to same depth as noted
in laboratory report for first blade,
material will be considered satisfactory
and approved. In case of doubt, laboratory
cutting test shah be duplicated. if
material fails to test it shall be rejected.
Tool resisting steel plate shall be tested
• at random by the use of the same size drill
bits used in the same manner as in labora-
tory tests. A sharp drill shall be used for
each test. Three tests shall be made at
random on each plate.
Any material failing field tests will be
rejected by the Architect and must be re-
placed by the Security contractor without
cost to owners.
Plates shall be straight, square and true.
Crooked or wavy plates shall be replaced.
Plates with loose scale or blisters shall
be cleaned and repainted by security
contractor.
U
SPECIFICATIONS Security Equipment
Jamboree Road Police Facility l A -19
• E. WELDING:
Fabricator may employ welded tool resist-
ing construction if proper precautions
are taken to prevent "drawing of temper"
or reduction of hardness and consequent
loss of tool resisting qualities around
welds, at points exposed to prisoners'
attack.
- E N D -
F_ 1
LJ
SPECIFICATIONS
Jamboree Road Police Facility
• SECTION 12A
CARPETING
12A -01 GENERAL REQUIREMENTS
Carpeting
12A -1
A. The General and Supplementary General Conditions
are part of this section.
12A -02 SCOPE
A. Provide carpeting as indicated in the finish schedule
and as specified, complete. The interior stairway
and landing shall also be carpeted.
12A -03 WORK INCLUDED
Principal items of work include:
A.
B.
C
• .
D.
E.
•
Carpeting
Padding
Tack strips and binding, edgings
Clean -up and disposal
Seam plan
12A -04 WORK NOT INCLUDED
A. Resilient flooring
B. Substrates
12A -05 GENERAL REQUIREMENTS
A. Samples: Submit duplicate samples of carpet and
padding 27" x 18" in size, identified by brand name
and manufacturer, tack strip and binding edge. Upon
selection of color by owner, furnish engineer with
three 9" square samples of each carpeting in
selected colors.
SPECIFICATIONS
Jamboree Road Police Facility
Carpeting
12A -2
• B. Delivery: Deliver materials to each location of
work, with carpeting bearing register number tags
attached and intact.
C. Guarantee: Furnish a written guarantee, form as
stipulated in Section "Special Conditions" for a
period c£ one year from date of acceptance. Con-
dition guarantee to include restretching and trimming
of carpet as necessary during guarantee period at
no cost to the owner.
12A -06 MATERIALS
A. Carpet shall meet or exceed following requirements:
1. Manufacturer: "Cabin Craft" as manufactured by
West Point Pepperell, equivalent type by Mohawk,
Magee, or approved equal.
2. Pattern: Spicepoint or Cimarron. Style Al -115
or Al -117, tufted, high loop.
3. Composition: Fiber 70% acrilian acrylic, 30/.
verel modacrylic, yarn 1.80/2.
4. Backing: Four ounce poly -bag, secondary 6
ounce jute.
5. Construction pitch 1/8" gauge, 8 stiches per
inch, 10/32" pile height, 42 ounce pile weight
per square yard. Latex 32 ounces per square
yard.
6. Total weight per square yard 66 ounces.
B. Padding:
1. 100'k all new clean animal hair, waffle top,
woven to burlap reinforcement and treated for
moth protection, minimum 50 ounce per square yard.
•
SPECIFICATIONS
Jamboree Road Police Facility
• C. Tack Strip:
Carpeting
12A -3
1. Standard - product continuous metal strip type
recommended by carpet manufacturer and approved,
with wood fillers as required.
D. Binding Edge:
1. For covering exposed edges of carpet, vinyl
binding bar as manufactured by Mercer Plastic
Company. Color selected by Architect, as
approved.
12A -07 INSTALLATION
A. General: Prior to installation, clean floors of
dirt and grit, repairing minor surface irregulari-
ties as required for a first -class installation.
Install materials by skilled, experienced carpet
layers over clean surfaces. Delay laying materials
until all other work in, or immediately adjacent to
• work area has been completed.
B. Padding: Lay smooth and even under entire area to be
carpeted between carpet and tack strips, waffle side
down, and secure in place with waterproof adhesive
recommended by manufacturer of padding. Apply ad-
hesive to edges of padding.
C. Carpeting: Lay smooth and even with tack strip at
walls, and clamp down trim strip where carpeting
abuts other flooring. Cut evenly along walls,
around projects, and into trim shapes. Fit closely
and evenly to and through thresholds where carpet
joins together in doorways. Selvage edge trim and
hand sew seams and cross seams. Line up carpeting so
all lines of carpet match as woven, width and length.
Hook to pins and tack strip, properly stretched,
resulting in a smooth and even installation free
from tacks, scraps, ripples, scallops and puckers.
Finish exposed edges with binding edges.
SPECIFICATIONS Carpeting
Jamboree Road Police Facility 12A -4
• 12A -08 CLEANING
•
•
Thoroughly clean carpet of all embedded dirt, dust,
or other foreign material and leave in perfect, unblemi-
shed condition prior to acceptance of building. Remove
carpet damaged by required cleaning or soil and stains
which cannot be removed and replace with new material
at Contractor's expense.
12A -09 PROTECTION
Restrict traffic over carpeted areas after installation.
Provide protection to prevent soiling or damage to
carpet.
0
- E N D -
•
•
SPECIFICATIONS
Jamboree Road Police Facility
SECTION 14A
ELEVATORS
14A -01 SCOPE
Elevators
14A -'i
A. Required: Ail labor, materials, plant, equip-
ment and facilities necessary for the fabrication ,
delivery and installation of Elevator complete,
as shown on drawings and /or specified herein,
including, but not limited to, the following:
1. Combined Passenger /Service elevator as
described herein.
2. Control system.
3. Miscellaneous accessories required for a
complete and ready to operate system.
B. Not Included In This Section
1. Legal hoistways.
2. Waterproofing of pits.
3. Concrete and /or structural steel framing
supports for guide rail brackets and
machine beams.
4. Angle supports and pit ladder as required.
5. Guide rail supports not to exceed 13'0" O.C.
6. Chase for feed pipe, button station and
indicator recess, cutting, patching, plaster-
ing and barricades as required.
7. Light, switch and duplex convenience outlet in
pit.
8. Leave 3'0" x 310" square hole in pit slab for
Jack assembly and finish pit after Jack assembly
is in place.
•
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SPECIFICATIONS Elevators
Jamboree Road Police Facility 14A -2
9. Light, Switch, duplex convenience outlet and
fused disconnect switch in machine room as
required.
10. A feed pipe chase 8" x 8" square as required
through pit wall for oil feed pipe and con-
trol wiring to machine room. Fixture recess
will be required through concrete or block wails.
14A -02 MANUFACTURERS
Materials and equipment for elevator work under this
Section shall be as manufactured by United States
Elevator Corporation, Otis Elevator Company, Houghton
Elevator Company or an approved equal.
14A -03 ELEVATOR
Number
One.
Type
Passenger /Service.
Load & Speed
2500 pounds at 100 feet per minute.
Travel
Lower Floor to Upper Floor 1410 ".
Stops & Openings
Per Architectural Drawings.
Power Supply
208v. to 480v. 3 phase.
Lighting & Controls
120v. 1 phase.
Control
Variable voltage with two direct-
ional leveling.
Operation
Collective type.
Machine
Hydraulic piston.
Platform
510" x 7'01'.
Car Enclosure
U.S. Elevator Corp. "US102" or
an approved equal.
Safety & Buffers
Gradual safety & oil buffers.
Door Operator
Direct current master electric
operator.
Hoistway Doors
Center opening, 316" x 7'0" clear.
Signals
Car position indicators, hall
lanterns & illuminated car & hall
buttons.
Maintenance
12 months following completion of
project.
Additional Features
Timed door protection with light
rays and safety shoes, special
screening and concealed design for
hoistway equipment. Trim and ex-
posed metal to be painted steel.
CMV1�D=
SPECIFICATIONS
Jamboree Road Police Facility
• SECTION 15A
PLUMBING
15A -01 SCOPE
Plumbing
15A -1
A. The work covered by this section consists of
furnishing all labor, materials, equipment, fix-
tures, and performing all operations required for
a complete and operable plumbing system as in-
dicated on the drawings and as specified herein.
The "General Conditions" bound herewith are a
part of this section of the specifications to the
same force and effect as if wholly embodied herein.
B. Temporary water service: All temporary water supply
and distribution is a part of the General Contract
on this project, with no costs to be paid by the
Owner. It shall be the responsibility of the
General Contractor to establish the scope of any
• such work to be provided by his subcontractors
prior to submission of bids.
C. Work Included: The following list is included only
as a guide for the items required and is not to
be construed as a complete list:
1. Sanitary soil, waste and vent systems.
2. Roof drains and downspouts.
3. Domestic hot and cold water systems.
4. Gas system.
5. Automatic fire sprinkler system.
6. Fuel oil system.
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SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -2
7. Excavation for plumbing work.
8. All plumbing fixtures, domestic hot water
heaters, and all other miscellaneous items of
equipment required for the complete instal-
lation.
9. Connections to equipment:
Connections to all equipment furnished under
other sections of these specifications.
D. Work not included in this section:
1. On -site drainage.
2. Concrete work.
3. Electric wiring to motors, including starters
and disconnect switches, unless otherwise
specified herein, except that proper fulfill-
ment of the work shall be coordinated and
supervised under this section of the specifi-
cations.
4. Painting, except as specified herein.
5. Kitchen, laundry and laboratory equipment
except as specified herein.
15A -02 GENERAL REQUIREMENTS
A. Conformation to requirements of local and /or State
Codes and /or ordinances including the Uniform
Building Codes, State and County Health Department
Ordinances, State of California Industrial Acci-
dent Commission safety orders, and regulations of
the State Fire Marshal.
B. Apply and pay for all permits, fees, inspections,
examinations and tests required by any legally
constituted public authorities.
SPECIFICATION'S Plumbing
Jamboree Road Police Facility 15A -3
• C. Contractor shall apply in the name of the Owner
for gas, water and sewer services. The Contractor
shall pay all charges for same as follows:
•
1. Cost of installing water meters, meter vaults,
and water service thereto.
2. Sewer connection charges.
3. Cost of installing gas meter.
D. Submission of five (5) brochures containing,
material lists, certified manufacturer's drawings,
performance data, rough -in dimensions and cuts of
all equipment and fixtures within thirty (30) days
after contract is signed.
1. Submittals shall be in a neat brochure form
and shall contain a complete list, in index
form of the manufacturers names, cuts of equip-
ment, performance data, catalogue numbers and
trade names as required to properly identify
the materials and equipment to be furnished
under these specifications.
2. Each item shall be properly identified by
reference to item number or paragraphs in the
specifications.
3. Any deviation from item as specified shall be
clearly indicated on the submittal and noted
as such.
4. Failure of the contractor to comply with the
above will evidence that item as specified will
be furnished.
E. Submission of five (5) sets of approved working
drawings of the fire sprinkler system. The appro-
val of the fire department and any legally consti-
tuted authority having jurisdiction must be on
each set.
•
•
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SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -4
F. As -built record drawings, showing locations and
depths of all buried and concealed pipe and equip-
ment shall be kept up -to -date. Master copy shall
be kept in the custody of the resident inspector.
No bac;cfillincr of trenches will be permitted
until as -built drawings are approved as up -to -date
by the inspector. No plumbing progress payments
will be approved unless as -built drawings are up -to-
date. Depth of sewers shall be from a permanent
bench mark.
G. Follow manufacturer's directions of articles
furnished in addition to directions shown on the
drawings or specified herein.
15A -03 SUBSTITUTIONS:
Refer to "substitutions" under
The Architect shall review all
submitted, in accordance with
of these specifications.
15A -04 MATERIALS
"General Conditions ".
substitutions when
the "General Conditions"
A. Use only new materials, and unless prefabricated,
deliver to the site in standard sizes. Use the
standard product of one manufacturer for each
article of its type.
B. Comply with the minimum standards for plumbing
materials as outlined in 1970 edition of the
Uniform Plumbing Code except as herein specified
to be above these standards.
C. Materials and workmanship not otherwise specified
are to conform to the latest applicable Federal,
N.F.P.A., A.S.M.E., A.S.T.M., N.E.M.A., or A.G.A.,
A.S.A. specifications.
SPECIFICATIONS
Jamboree Road Police Facility
•
15A -05 PIPE AND FITTINGS
E
•
Plumbing
15A -5
A. Soil, waste and vent piping to 5 feet outside of
buildings, service weight cast iron soil pipe and
fittings, coated inside and out (unless otherwise
specified) and shall be labeled with the mark of
quality and permanence as illustrated in Commercial
Standard CS- 188 -59, or shall be an approved equal.
B. Soil and waste piping inside buildings, above
ground, 2 -k inches and smaller, shall be either
coated service weight cast iron soil pipe with
ASTM -A120, with cast iron screwed drainage fit-
tings, or may be galvanized steel pipe with black
coated cast iron screwed drainage fittings, except
use galvanized drainage fittings where run exposed.
C. Soil and waste piping inside buildings, above
ground, 3 inches and larger shall be coated
service weight cast iron soil pipe with cast iron
hubless fittings.
D. Soil, waste and vent piping below ground, standard
weight cast iron soil pipe and hubless fittings.
Pipe and fittings ASTM A72 -42.
E. Sewer piping from 5 feet outside of buildings,
service weight cast iron soil pipe and fittings for
pipe 3 inches and smaller, and extra strength
vetrified clay pipe and fittings for pipe 4 inches
and larger unless indicated cast iron.
F. Roof drain downspouts and leaders above grade, (in
walls where cast iron will not fit) shall be
constructed from galvanized Schedule 40 pipe ASTM
A120, and cast iron screwed drainage fittings.
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SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -6
G. Roof drain downspouts and leaders above grade
shall be as detailed on the architectural drawings
and constructed from service weight, coated, cast
iron, hubless pipe and fittings.
H. Roof drain leaders below ground under buildings
and to points five feet outside of buildings shall
be constructed from service weight, coated, cast
iron, hubless pipe and fittings.
I. Hubless pipe and fittings are subject to the ap-
proval of the local building department having
jurisdiction. Verify before submitting bid.
J. Cold water piping outside of buildings and upstream
of building shut -off valves, size 3 inches and
larger, asbestos cement pipe AWWA C400 -64T, Class
150 pressure pipe with "O" ring couplings,("Ring-
Tite" cast iron fittings conforming to AWWA C110 -52,
ASA A21. -10 with bells modified for use with Class
150 asbestos cement pipe and rubber rings furnished
with the pipe).. (Dan De Products Corp. type 400,
Ring -Tite, Meehanite metal fittings for use with
class 150 asbestos cement pipe. Fittings shall be
Epoxy lined and coated. Distributed by Martin
Johnson Water Works Supply Co., Tustin, Calif.)
Provide concrete thrust blocks where necessary as
recommended by pipe manufacturer. Size 2 -' inches
and smaller seamless hard drawn copper tubing, ASTM
B88, Type "K" below ground, Type "L" above ground,
with wrought copper ASA B16.22, or cast bronze ASA
B16.18, cast solder fittings Class 150.
K. Cold water piping, seamless hard drawn copper tubing,
ASTM B88, Type K below ground, Tyle L above ground,
with wrought copper ASA B16.22, or cast bronze ASA
B16.18, cast solder fittings, Class No. 150.
•
•
•
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
5A -7
L. Hot water piping, seamless hard drawn copper tubing,
ASTM B88, Type K below ground, Type L above ground,
with wrought copper ASA B16.22, or cast bronze ASA
B16.18 solder fittings, Class No. 150.
M. Automatic fire sprinkler piping, schedule 40 black
steel, pipe with black cast iron 175 lbs., screwed
sprinkler fittings. Pi-ping below ground to be
class 150 transite asbestos cement pipe with 250
pound cast iron "Ring -rite" fittings with bells
modified for use with asbestos cement pipe and
rubber rings furnished with the pipe.
N. Gas piping, schedule 40 black steel pipe with band-
ed black malleable iron screwed fittings and /or
welded with "Tube- Turn" welding fittings.
O. Water piping exposed serving plumbing fixtures,
and header piping for showers, I.P.S. chrome plated
yellow brass pipe with polished chrome plated 125#
screwed brass fittings.
P. Dielectric Isolators. Where dissimilar metals
come in contact, isolate with "EPCO" Type FX, FB
or GX dielectric unions for connecting non- compat-
ible pipe and /or valves to pipe, other than brass
valves connected to steel pipe.
15A -06 INSTALLATION OF PIPE AND FITTINGS
A. Construct pipe lines of full length sections of
pipe specified. Short sections allowed only when
run requires less than one full length of pipe.
Fabricate short sections from dimensions taken at
site.
B. Install pipe straight and true. Do not spring or
force pipe into place. Install piping in such
a manner as to prevent any undue strain on equip-
ment.
•
•
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -8
C. Make up joints with inside smooth and unobstructed.
Thoroughly ream cut pipe ends to remove all burrs.
Inspect pipe and fittings and remove obstructions
prior to fabrication.
D. Make screwed joints tight with tongs and wrenches.
Re -make leaky connections with new materials. The
use of thread cement or caulking to make joints
tight is prohibited.
E. Install pipe runs and connections to insure
unrestricted flow, eliminate air pockets and
unusual noise, and allow for drainage of system.
F. Conceal piping in finished portions of building
except where otherwise noted, or otherwise directed
by Architect.
G. Piping to clear structural members and obstructions
even if drawings do not so indicate. Constantly
check the work of the other trades to prevent
interference.
H. Make plated, polished or enameled connections
with special care. Allow no tool marks or threads
to show. Support with neat plated, polished or
enameled hangers with round head screws of same
material and finish to match item being supported.
I. Cap or plug the ends and openings in pipe and
fittings immediately after installation and until
fixtures are installed and /or final connections
are made.
J. Make pipe size reductions with reducing fittings.
Bushings will not be allowed unless specifically
authorized by the Engineer.
•
•
SPECIFICATIONS
Jamboree Road Police Facility
•
K. close nipples are not allowed.
Plumbing
15A-3
L. Rough -in as rapidly as the general construction
will permit, and test before lathing, plastering
or other finish work is started. Accurately
rough -in and fit work to available space.
M. Provide an air chamber at each valved water outlet
or fixture supply for fixtures with manual valves.
Air Chamber shall be 18 inches long and one pipe
size larger than supply to outlet. For a battery
of fixtures, one air chamber 30 inches long and the
full size of the header, but not less than 1. inch
may be installed in lieu of individual air chambers.
N. Furnish and install water hammer arrestors on supply
line to fixtures with self closing, automatic or
flushometer valves. Arrestors shall be as close
as possible to individual fixtures and on the end
of the header for a battery of fixtures. Arrestors
shall be installed in the wall or furring, whenever
possible, behind an access plate larger enough to
permit removal of the arrestor. Sizes shall be as
shown on the drawings or as specified hereinafter.
Sizes and Model Nos, are J. R. Smith equal arres-
tors by Josam, Wade or Zurn are acceptable.
O. Cover underground metal piping 24 inches unless
otherwise indicated. Cover underground transite
piping 36 inches unless otherwise noted. If this
coverage cannot be obtained, and if directed by
the Architect encase in concrete.
P. Install horizontal sanitary and drainage piping
to a uniform grade of o inch per foot unless
otherwise indicated.or directed by the Architect.
Q. Where inverts are indicated on drawings, lay pipe
accurately to the grade.
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -10
• R. Grade vent piping for proper ventilation and
drainage in accordance with code requirements.
S. Gana vents where possible in order to maintain
minimum penetration of roof.
T. Grade gas piping to meter where possible. Where
piping is trapped by a change of grade, provide
drip pipes at points where moisture will tend to
collect. Make drip pipe line size and at least six
inches long wig, capped end accessible for draining.
U. Run gas piping installed underground, under build-
ings and /or structures in suitable air tight,
vented sleeves.
V. Use only rigid pipe connections to gas using equip-
ment.
W. Thoroughly flush all soap piping before putting
into service.
• X. Thoroughly flush all water piping at least twice.
Y. Hubless pipe shall be installed in strict accor-
dance with manufacturers instruction or local
building department.
Z. Do all necessary trenching, excavation, shoring and
backfilling required for the proper laying of the
pipe lines. Bottoms of trenches to be cut to grade,
and bell holes shall be excavated to insure the
pipes, bearing for their entire length upon the out-
side periphery of the lower third of the pipe. If
rock is encountered, same shall be excavated to a
depth of 3 inches below the bottom of the pipe and
the space filled with sand and pea gravel well tamped.
If it is required to lay pipe on fill, the fill
shall be compacted in a manner approved by the
Architect. If ground water is encountered, Contrac-
tor shall provide bed of crushed rock of adequate
•
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SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -11
depth to provide proper support for piping. Make
trenches 12 inches wider than the greatest diameter
of the pipe. Only clean earth approved by the
Architect shall be used in backfilling. Backfilling
shall be well rammed or puddled in six inch layers.
Do not backfill until installation has been approved
and as -built drawings are up -to -date. Promptly
install all piping after excavation or cutting for
same has been done, so as to keep the excavations
open as short a time as possible.
15A -07 ROUGHING -IN FOR FIXTURES
A. Rough -in for all fixtures and /or equipment shown on
any drawings, including architectural drawings,
which forms a part of the contract documents. This
shall include all fixtures and equipment shown and/
or noted as N.I.C. (not in contract) or as furnished
under another section of the specifications.
B. All piping shall be stubbed out to the exact
location of the fixtures and shall be set symmetrical
with the fixture. Stub out for fixture supply pipes
shall be made with drop ear fittings secured to
stud or backing plate. Stub out two pipe diameters
and terminate with pipe cap. When lines are indi-
cated as capped or plugged at floor level the lines
shall be plugged flush with the finished floor.
C. Individual branches to fixtures, unless otherwise
indicated, shall be as shown on the drawings.
D. Water headers serving water closets shall be the
following sizes and be the same size throughout
their Length:
ln" pipe for 1 flush valve
1'Y" pipe for 3 flush valves
2" pipe for 9 flush valves
3/4" pipe for 2 flush tanks
1" pipe for 3 flush tanks
14" pipe for 5 flush tanks
1'y" pipe for 9 flush tanks
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -12
• E. Water headers serving urinals shall be the following
sizes and be the same size throughout their length:
1" Pipe for 1 flush valve 2" pipe for 1 flush tank
la" pipe for 2 flush valves 3/4" pipe for 2 flush tanks
12" pipe for 9 flush valves 1" pipe for 3 flush tanks
F. Water headers surving lavatories shall be the fol-
lowing sizes and shall be the same size throughout
their length:
2" pipe for 1 lavatory
3/4" pipe for 3 lavatories
1" pipe for 5 lavatories
G. Water hammer arrestors shall be of the following
sizes unless otherwise indicated on the drawings:
1. Self- closing valves, lavatories, sinks, etc:
Supply or header pipe size W.H.A. No.
• %Z" 5005
3/4" 5010
1" 5020
2. Flushometer, automatic and solenoid valves:
Supply or header pipe size W,H.A. No.
3/4"
5010
1"
5020
1 k"
5030
12"
5030
2"
5040
15A -08 UNIONS, GASKETS AND STRAINERS
A. Unions - 2 inches and under: Walworth, Crane or
Stockham, 2504 class ground joint malleable iron
screwed unions with brass to iron seat, galvanized
or black to match piping in which installed.
• B. Unions - 2k inches and larger: Cast iron flanged,
gasket type, galvanized or black to match piping in
which installed.
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SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -13
C. Unions - for copper tubing: Nibco #733.
D. Gaskets: 1/16 inch Garlock #122 or Cranite "CC"
E. Strainers: Crane, Wilkins or Zurn Y type except
as otherwise noted. Bronze bodies strainer element
stainless steel, with perforations suitable for
service requirements.
15A -09 INSTALLATION OF UNIONS GASKETS AND STRAINERS:
A. Install a union on one side of shut -off valves,
including on building side of underground house
valves; at both sides of automatic valves, at
equipment connection and elsewhere as indicated
or required.
B. Install unions in accessible locations.
C. Install strainers i n
for easy removal of
they may be flushed
equipment.
15A -10 CLEANOUTS
accessible locations to allow
strainer element, and so that
without spilling liquid over
A. Cleanouts on cast iron soil pipe, iron body with
extra heavy bronze plugs screwed into caulking
ferrules. Cleanouts on steel pipe, extra heavy
bronze plugs. Cleanouts on vitrified clay pipe,
vitrified clay pipe plugs and /or cast iron hub
with iron body cleanout and extra heavy bronze
plug. Where cleanouts occur in finished interior
surfaces, smooth polished chromium plated. Exposed
parts of floor cleanouts in finished rooms, non-
slip polished nickel bronze. Floor cleanouts to
be adjustable tops.
B. Exterior Cleanouts:
1. On cast iron pipe above ground, or in lawns
or unpaved areas: Smith #4425, Wade #W- 8550 -B
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -1 4
• or Zurn Fig. Z -1300 in Brooks No. 3RT access
box.
2. In paved areas: Smith #4103, Wade #W- 8130 -X
or Zurn Fig. Z- 1326 -10.
3. On vitrified clay pipe below grade: Vitrified
clay plugs.
4. On vitrified clay pipe to grade: Cast iron
hub with Smith #4425, Wade #W- 8550 -B or Zurn
Fig. Z -1300 in Brooks No. 3RT access box.
C. Interior Cleanouts:
1. Wail type for cast iron pipe: Smith #4532
and 4532W/S, Wade W -8460 and W- 8460 -R or
Zurn Z -1320 with plaster rings.
2. Floor level type in rooms with floor covering
over concrete floor slab or finished concrete
• floor: Smith #4023, Wade W -8130 or Zurn Fig.
1324.
3. Floor level type in boiler or shop rooms with
bare concrete floors: Smith 4103, Wade #W- 8130 -X
or Zurn Fig. Z -1324.
15A -11 INSTALLATION OF CLEANOUTS
A. Install cleanouts where indicated on the drawings
and as required by code regulations. Install in
accessible locations with extensions to grade or
to outside of buildings as indicated or required.
B. Set cleanout covers flush with finished wall, floor
or grade. Securely anchor by means of integral lugs
and bolts. When surfacing materials such as asphalt
tile is used, ascertain the thickness being used,
and set cleanout top so that finished floor will be
smooth.
C1
SPECIFICATIONS
Jamboree Road Police Facility
• 15A -12 VALVES
Plumbing
ISA -15
Valves, unless otherwise specified or noted, are gate
type. All valves of the same type to be of the same
manufacturer. The valves listed below are approved:
A. Solder joint type valves:
1. Gate valves: 150 pound, solder joint, bronze.
Powell - - - - - - - - - - - - -No. 1842 -5
Nibco /Scott- - - - - - - - - - - - -No. 5 -134
OIC - - - - - - - - -- -- - - - - - No. 7170
2. Globe valves: 150 pound, solder joint, bronze.
Powell - - - - - - - - - - - - - - -No. 1823
Nibco /Scott- - - - - - - - - - - - -No. 5 -235 -B
OIC- - - - - - - --- - - - - - - - -No. 570
3. Check valves: 150 pound, swing, Y- pattern.
• Powell - - - - - - - - - - - - - - No. 1841
Nibco /Scott- - - - - - - - - - - - -No. 5 -433 -B
OIC- - - - - - - - - - - - - - - -No. 170
B. Screwed and /or flanged valves:
1. Gate 2 inches and under: 150 pound screwed
and /or flanged, all bronze, solid wedge
disc R.S.
Powell - - - - - - - -
- - - - - - -Fig.
514
Jenkins - - - - - - - -
- - - - - - - Fig.
49 -U
Crane- - - - - - - - -
- - - - - - -Fig.
431
Lunkenheimer - - - - -
- - - - - - -Fig.
2151
Walworth - - - - - - -
- - - - - - -Fig.
11
Kennedy- - - - - - - -
- - - - - - -Fig.
80
R.P. & C.- - - - - - -
- - - - - - -Fig.
704
OIC- - - - - - - - - -
- - - - - - -Fig.
7150
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -16
• 2. Gate valves 22 inches and larger: Standard
screwed and /or flanged, iron body bronze
mounted, O.S. & Y.
Powell- - - - - - -
- - - Fig.
1792
Crane - - - - - - -
Jenkins - - - - - -
- - - No.
650A -
651A
Lunkenheimer- - - -
- - - Fig.
1429
& 1430
Walworth- - - - - -
- - - Fig.
726 &
726F
Crane - - - - - - -
- - - No.
464 -2
& 465 -2
Kennedy - - - - - -
- - - Fig.
0601
and 0611
R.P. & C. - - - - -
- - - Fig.
624 &
625
OIC - - - - - - - -
- - - Fig.
1139&
1140
3. Gate valves 22 to 3 inches for outside water
service: Standard flanged iron body bronze
mounted, N.R.S.
Powell- - - - - - -
- - - Fig.
1431
Crane - - - - - - -
- - - No.
461
Lunrienheimer- - - -
- - - Fig.
1428
Walworth- - - - - -
- - - Fig.
719F
• Jenkins - _ _ _ _ _
_ _ - Fig.
326
Kennedy -
- Fig.
058
R.P. & C. - - - - -
- - - Fig.
623
OIC -- - - - - - -
- - - Fig.
1138
4. Gate valves 4 inches and larger for outside
water service: Standard hub end, iron body
bronze mounted, N.R.S.
Jenkins - - - - - - - - - Fig. 327
Crane - - - - - - - - - - No. 462 -2
Walworth- - - - - - - - - Fig. 734
5. Globe valves: 150 pound screwed, bronze,
stainless steel plug type disc with bonnet.
R.P. & G. - - - -
- - - - Fig.
409 DP
Powell- - - - - -
- - - - No.
102
Crane - - - - - -
- - - - No.
14 -2 P
Stockham- - - - -
- - - - Fig.
B -29
Walworth- - - - -
- - - - Fig.
237P
Jenkins - - - - -
- - - - No.
546P
Kennedy - - - - -
- - - - Fig.
138PS
OIC, - - - --- - -
•
- - - - Fig.
558
•
SPECIFICATION&
Jamboree Road Police Facility
Plumbing
15A -17
6. Angie valves: 150 pound screwed, bronze,
stainless steel plug type disc with union
bonnett.
R.P. & C. - - - -
- - - - Fig.
411DP
Powell- - - - - -
- - - - Fig.
103
Crane - - - - - -
- - - - No.
16 -kP
Stockham- - - - -
- - - - Fig.
B -229
Walworth- - - - -
- - - - Fig.
238P
Kennedy - - - - -
- - - - Fig.
139 P.S.
OIC - - - - - - -
- - - - Fig.
559
7. Gas valves at equipment: All bronze, flat-
head screwed gas cocks.
Powell- - - - - - -
- - - Fig.
947
Crane - - - - - - -
- - - No.
270
Lunkenheimer- - - -
- - - Fig.
456
Walworth- - - - - -
- - - Fig.
591
8. Gas service cocks: Semi -steel 17t pound
is with tapered bronze plug and bolted yoke.
Furnish one operating wrench for each valve.
Po 1111 - - - - -
- - - - Fig.
2200
Nordstrom - - - -
- - - - Fig.
142
Walworth- - - - -
- - - - Fig.
1796
9. Check valves 2 inches and smaller: 200 pound,
screwed, all bronze regrinding swing type.
R. P. &C.- - - - -
-- -Fig.
201
Powell- - - - - - -
- - - Fig.
560
Jenkins - - - - - -
- - - Fig.
762 -A
Walworth- - - - - -
- - - Fig.
420
Crane - - - - - - -
- - - No.
36
Lunkenheimer- - - -
- - - Fig.
554
Kennedy - - - - - -
- - - Fig.
544
OIC - - - - - - ---
- - - Fig.
236
•
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SPECIFICATIONS
Jamboree Road Police 1,'a-ility
Plumbing
15A -18
10. Check va',.,aes "La inches and larger: Standard
flanged iron Nody bronze mounted, renewable
seat and disc type.
R. P. & C.- - - - -
- - - Fig.
216
Powell- - - - - - -
- - - Fig.
559
Wa worth- - - - - -
- - - Fig.
M928F
Jenkins - - - - - -
- - - Fig.
624
Crane - - - - - - -
- - - No.
373
Lunkenheimer- - - -
- - - Fig.
1790
Kennedy - - - - - -
- - - Fig.
106
OIC - - - - - - - -
- - - Fig.
1124
15A -13 INSTALLATION OF VALVES
A. Provide shut -off valves where indicated on the
drawings, and where required for adequate control
of the system.
B. Install an external gas valve immediately adjacent
to each piece of gas burning equipment.
• C. Label all valves, inside and outside of building,
designating service with brass or plastic tags
chained to valves with brass chains, and with
etched or stamped letters filled with white paint.
D. Provide a neat chart showing the locations and uses
of all valves as mentioned above. (when the
installation consists of more than one building,
prepare a chart for the site and a chart for each
buildings. Install charts behind clear glass or
plastic on wall at location "as directed.
15A -14 PIPE HANGERS AND SUPPORTS
A. It shall be the responsibility of the contractor to
provide an adequate pipe suspension system in
accordance with recognized engineering practices,
using, where possible, standard, commercially ac-
cepted pipe hangers and accessories.
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -19
• B. All pipe hangers and supports shall conform to the
latest requirements of the ASA Code for Pressure
Piping, B31.1.
C. Where thermal movement in the pipe line will occur,
the pipe hanger assembly must be capable of sup-
porting the line in all operating conditions.
D. Hangers and supports, Fee & Mason, Grinnel, or
approved equal, hangers of the same type to be of
the same manufacturer.
E. Standard manufactured malleable iron or steel split
ring hangers with adjustable length of pipe of rod
for horizontal pipe and wrought iron or steel pipe
clamps for vertical pipe.
F. Isolate all water lines from hangers and supports
by means of Semco "Trisolators" or Potter- Roemer Co.
"Pr- Isolators" of size required.
G. The manner in which pipe is to be supported:
• 1. Unless otherwise indicated, hold horizontal
pipe runs firmly in place by specified
hangers.
2. Install and support piping, except buried
piping, so that they may expand or contract
freely without strain to pipe or equipment.
3. Install horizontal steel piping with beam
clamps, concrete inserts, or 2�-" x 2'k" x a"
angles from structural roof members, hangers
or supports every 10 feet, except piping under
1 inch in diameter, support every 8 feet, and
gas piping every 6 feet.
4. Install horizontal cast iron hubless piping
with hangers or supports for each length of
pipe.
•
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -20
• 5. Support vertical piping at floor and at
ceiling with steel pipe clamps.
6. Provide supports for all branch lines, and
support branches 6 feet in length or longer
with a hanger.
7. Support chromium plated pipe by means of neat
chromium plated hangers or clamps using round
head screws of same material and finish.
15A -15 FLOOR, WALL MD CEILING PLATES
A. Floor, wall and ceiling plates, unless otherwise
specified hereinafter under plumbing fixtures,
"Beaton Cadwell" #10, or approved equal, steel
flange with locking device and polished chromium
plated finish.
B. Install floor, wall and ceiling plates at all points
where pipes pierce finished surfaces.
• 15A -16 PIPE SLEEVES
A. Provide 20 gauge steel pipe sleeves for concrete
walls and floors of sufficient size to permit the
covering of insulated pipes to pass through, and in
no case having an inside diameter less than 1 inch
larger than outside diameter of passing pipe. Cut
sleeve ends flush with both surfaces, and caulk water
tight. Galvanized steel telescoping type sleeves as
manufactured by "Adjus -To- Crete" or "Paramount Mfg."
may be used.
B. Pipe sleeves installed under structures or where
indicated on the drawings are to be terra cotta or
fiber. Where caulking is required to prevent
seepage, use steel pipe.
C. Sleeve all underground gas piping under buildings
and /or other structures where gas may be trapped in
case of leaks.
•
SPECIFICATIONS
Jamboree Road Police Facility
• 15A -17 PIPE FLASHING
P lui^bir., g
15A -21
A. Pipes passing through roofs to be flashed with
"Semco" Fig. #1100 -3 or #1100 -5.
B. Seal the joint between flashing and pipe with water-
proofing compound. Install counter - flashing
sleeve to cover a minimum of 3/4 inch of top of ie_%d
flashing, making the top joint permanently water
tight.
15A -18 INSULATING
A. Insulate hot water supply and return piping and
hot water tanks except brass chrome plated piping
unless otherwise noted on the drawings. Apply
insulation after piping has been installed, tested
and approved, and after pipes are in a dry, clean
condition. Insulation for pipe, 3/4 inch thick
Gustin - Bacon "Snap -0n" pipe insulation with
logitudinal seams firmly closed using copper clad
• or galvanized hoop staples applied 4 inches on
centers; or Owens- Corning Fiberglass 3/4 inch
standard pipe insulation.
B. Insulate fittings and valve bodies with molded or
fabricated fitting insulation of same material ,. as
pipe covering, or cover with plastic asbestos
material worked on in two applications and finished
to a hard, smooth curface, flush with pipe covering.
Do not cover unions. Neatly terminate pipe covering
on each end of unions with plastic asbestos cement
or other material as outlined above.
C. Cover exposed pipe insulation with standard 4 ounce
canvas jacket pasted in place and fastened with
polished or lacquered 3/4 inch metal bands not over
18 inches apart. Install two bands at each elbow
and valve and three bands at each tee.
SPECIFICATIONS
Jamboree Road police Facility
• 15A -19 ACCESS BOXES AND PANELS
Plumbing
15A -22
A. Access boxes for gas and water service valves,
Brooks Concrete Works Model #1 -RT or #3 -RT with
the words "Gas" or "Water" respectively cast in
top of cover, or comparable box by Fraser Cement
Products Co.
B. Access boxes for sewer cieanouts brought to grade
in unpaved areas, Brooks Concrete Works Model #3 -RT
with the word "Sewer" cast in top of cover, or
comparable box by Fraser Cement Products Company.
C. Access panels in walls and ceilings, except as
hereinafter specified, Smith 4760 W /ALK or Wade
Mfg. Co. #W- 8490 -D, or the size required or noted,
but not less than 12" x 12 ". Provide Allen wrench
operating device set flush in face of door. Doors
and frames prime coat finish.
D. Access panels in tile walls, Zurn Fig. Z- 1375 -2,
Smith 4730 or Wate.Mft. Co. #W- 8480 -D, cover and
• frame chrome plated or stainless steel, size
suitable for purpose intended with a minimum
opening of 12" x 12 ".
E. Provide access boxes for valves located below
finished grade. Top of operating handle of valve
to be a maximum of 12 inches below grade.
F. Provide access panels for valves located on
concealed pipe runs.
G. Set all access boxes and panels flush with finished
surfaces in which installed. Remove door of panels
during construction, or suitable protect otherwise.
H. Provide access boxes with metal, concrete or clay
pipe sleeve extension where added depth is re-
quired.
U
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -23
• 15A -20 HOSE BIBBS
A. Inside hose bibbs, Chicago No. 13LK, �2 inch with
flange and hose end, chromium plated.
B. Outside hose bibbs, Acorn No. 8120, 3/4 inch with
flange and hose end, rough nickled.
C. Free standing outside hose bibbs, Acorn No. 8125
3/4 inch rough brass.
D. Recessed hose bibbs, complete with box and stop,
and with plaster ring for plaster on stucco wall,
Acorn Nos. 5100 or 5105, Potter- Roemer Nos. 880 HB
or 882 HB.
E. Provide loose key stops for all hose bibbs.
15A -21 SEWER SYSTEM
A. The sanitary sewer system consists of soil, waste
• and vent piping, and connections to plumbing
fixtures throughout the building, and underground
sewer piping outside of building to point of
connnection to existing-811 sewer in street.
B. The sanitary sewer system includes waste piping
and connections to equipment installed under other
sections of this specification.
C. Use general materials and methods of installation
as hereinbefore specified insofar as same are
applicable to the work of this system.
D. Perform a hydrostatic test on system equal to not
less than ten feet of water for a period of not
less than 15 minutes.
r 1
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SPECIFICATIONS
Jamboree Road Police Facility
• 15A -22 ROOF DRAINAGE AND DOWNSPOUT SYSTEM
•
Plumbing
15A -24
A. The roof drainage and downspout system consists of
roof drains, downspout piping as indicated and
underground piping to points shown on the drawings.
B. Use general materials and methods of installation
as hereinbefore specified.
C. Test hydrostatically and make tight under pressure
equal to ten feet of water for a period of not less
than 15 minutes.
15A -23 COLD WATER SYSTEM
A. The cold water system consists of cold water piping
and connections to plumbing fixtures (hose bibbs,
water heaters, and to other miscellaneous items and
N.I.C. equipment) throughout the building, and
piping underground to point of connection as indi-
cated.
B. The cold water system includes making arrangements
for the installation of a water meter of approved
capacity and type.
C. Use general materials and methods of installation
as hereinbefore specified insofar as same are
applicable to the work of this system.
D. Cover underground piping a minimum of 24 inches.
E. Test piping hydrostatically and make tight under
125 pounds per square inch pressure.
15A -24 DOMESTIC HOT WATER SYSTEM
A. The hot water system consists of water heaters,
piping, and connections to plumbing fixtures; and
to other miscellaneous items and equipment through-
out the building. Where shown on the drawings, the
system is to be recirculated.
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -25
• B. Use general materials and methods of installation
as hereinbefore specified insofar as same are
applicable to the work of this system.
C. Hot water temperatures shall be as follows:
1. To plumbing fixtures - 140 deg. F.
2. To kitchen sinks - 140 deg. F.
3. Tempered water to showers - 90 deg. F. to
110 deg. F.
D. Storage type glass lined water heater, Day and
Night, or approved equal, Century or Starfire,
natural gas fired of size and capacity indicated
on drawings. Heater to be complete with insulated
metal jacket, thermostatic controls, draft diverter,
drain valve with hose connection, safety pilot,
main and pilot gas cocks. Heater to be A.G.A.
approved and rated.
• E. Hot water circulating pumps, Bell and Gossett,
Thrush or Taco all bronze pumps with capacities
and heads indicated on the drawings, designed
and fitted for hot water service. Motors, 1750
r.p.m., 110 volt, single phase, 60 cycle.motor,
24 hour operation.
F. Install pressure relief valves and temperature
relief valves and /or combination temperature and
pressure relief valves at all water heater
installations. Pressure relief valves to be
A.S.M.E. labeled and rated with capacity in
B.T.U. not less than that of the water heater,
set to relieve at not more than 50 psi above
water supply pressure and not more than the
working pressure on the tank. Temperature relief
valves to be A.G.A. labeled and rated for capacity
of heater in which installed. Combination type
relief valves to be rated and labeled the same as
for individual pressure and temperature relief
valves.
•
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -26
• G. Thermostatic controller for tempered water, Powers
No. 430 with bracket for exposed mounting. Type 22,
loose key stops, removable filter screens, and
renewable check valves. Mount valves above ceiling
where indicated on the drawings. Set to deliver
water at a maximum temperature of 115 degrees F.
Furnish with each controller a Powers No. 26 three
color rigid dial thermometer graduated 30 deg. F.
to 155 deg. F., with bulb for either vertical or
horizontal mounting. Equal thermostatic control-
lers as manufactared by Lawler Automatic Controls,
Inc, are acceptable.
H. Water heater vent to be constructed of round
sections of American Metal Products Co. "Amerivent ",
Type "B" double wall vent pipe. Terminate vent in
a "Duravac" or "Americap" galvanized sheet metal
ventilator top. Flash and counterflash to main-
tain a watertight roof.
I. Test piping hydrostatically and make tight under
125 pounds per square inch pressure.
• 15A -25 AUTOMATIC FIRE SPRINKLER SYSTEM
A. The installation of the automatic sprinkler system
including areas to be sprinkled, materials, work-
manship, tests and inspections shall comply with
the recommendations of the N.B.F.U. Standards
Pamphlet No. 13.
B. As shown on the drawings, the automatic fire
sprinkler system consists of sprinklers, alarm
check valves, with electric and water
operated alarms, fire department connection, piping,
fittings, supports, etc., herein specified.
C. The sprinkler system includes making connection
to water supply as indicated on the drawings.
E
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -27
• D. The drawings indicate in diagrammatic form the
piping arrangements, valve locations, approximate
spacing desired for the sprinklers, and areas to
be sprinkled. The Contractor shall submit approved
working drawings as hereinbefore specified.
E. Use general materials and methods of installation
as hereinbefore specified insofar as same are
applicable to the work of this system.
F. Alarm check valve, Grinnel, Glove, or Reliable
approved type water -flow alarm valve, complete
with trimming including retarding chamber, water
motor operated alarm gong, electric alarm switch,
pressure gauges, drain valve and all necessary
appurtenances. Alarm gong to have chrome finish.
G. Electrical wiring for alarm system will be furnished
under the electrical section.
H. Automatic spray sprinklers, Globe, Grinnel or
Reliable approved type automatic spray sprinklers,
• upright, pendant or flush type to suit installation
with temperature rating suitable for service.
I. Gate valve, Crane No. 467, Jenkins No. 825 or
Fairbanks No. 0412, approved O.S. & Y gate valve.
J. Check valve, Crane No. 375 or Jenkins No. 627,
approved swing check valve.
•
SPECIFICATIONS
Jamboree Road Police Facility
Plumbing
15A -28
• K. Fire department connections, Greenberg No. 195,
flush type, siamese connection with polished bronze
nameplate. Hose threads shall conform to local
fire department requirements.
L. Flush system in accordance with recommendations
of the Board of Fire Underwriters recommendations.
M. Test system in accordance with requirements of the
governing authorities.
15A -26 ELECTRICAL SYSTEM
A. All motors.and power driven equipment required and
connected with the work of this section of the
Specifications are to be furnished and installed
under this section. The Electrical Section of the
Specifications indicate and specify conduit, con-
ductors, outlets, disconnect switches, starters
except as hereinafter specified, and the making
of final connections.
• B. All motor starters are furnished and installed
under the Electrical Section of the Specifications
except motor starters which are furnished by the
manufacturer as an integral piece of the manufac-
turer's packaged mechanical equipment.
15A -27 ADJUSTMENT AND OPERATION
Prior to the acceptance of this work, adjust and.
operate all plumbing systems to the.satisfaction of
the Architect.
15A -28 TESTS
A. Nothing in .these specifications shall be construed
to permit deviation from the test requirements of
any legally constituted authority.
•
SPECIFICATIONS Plumbing
Jamboree Road Police Facility 15A -29
• B. Where tests as specified hereinbefore are at
variance with test requirements of any legally
constituted authority, Contractor may, with the
approval of the authority concerned, perform
whichever test is most restrictive, but in no
case shall test be less than as specified herein.
C. No system shall at any time be tested at more than
10'h above the requirements of tests as specified
hereinbefore.
15A -29 CLEAN UP
Thoroughly clean al
appliances. Clean
Painted. Clean the
debris, spots, and
Architect.
15A -30 GUARANTEE
1 materials, equipment, fixtures and
and prepare all surfaces to be
entire premises of unused material,
marks to the satisfaction of the
• All materials and equipment provided and /or installed
under this specification shall be guaranteed for a period
of one (1) year from the date of acceptance during this
period due to defective materials or faulty workmanship,
the Contractor shall furnish all necessary labor and
materials to correct the trouble without any cost to the
Owner. Any defective materials or inferior workmanship
noticed at time of installation and /or during guarantee
period shall be corrected immediately to the entire
satisfaction of the Owner.
15A -31 PLUMBING FIXTURES AND ACCESSORIES
A. within thirty (30) days after the contract has
been signed, and before installation of fixtures,
submit five (5) portfolios to the Architect for
approval with full description and cuts of fixtures.
•
Ll
•
SPECIFICATIONS
jamboree Road Police Facility
Plumbing
15A -30
B. Plumbing fixture trim and exposed supplies and
wastes are to be brass with polished chromium
plated finish unless otherwise specified.
Provide individual loose key or screwdriver stops
for all fixture supplies. Separately trap all
wastes. Furnish chromium plated wall escutcheons
with all exposed supplies and trap arms. Locate
stops below fixtures or counter top.
Set floor mounted, water closets on slotted cast
brass floor flanges. Make joints permanently gas
and watertight by means of an impregnated felt
setting gasket held in place with 5/16 inch solid
brass bolts. Putty will not be permitted for this
joint.
C. Securely attach wall hung fixtures to a 3/8 inch
x 6 inch wide steel plate. Steel plate to extend
at least one stud beyond first and last mounting
point. Drill and tap plate at time of installation
of fixture or fixture hanger. Support fixture
hanger with 3�" 9r threaded studs, jamb nuts,
C. P. Acorn nuts and completely free of wall by
means of a second set of jamb nuts. Secure plate
to each stud crossed by securely bolting to each
stud crossed with two � inch steel bolts, 4 inch
center with 1/8 inch minimum x 1 -� inch steel back
up plates. Notch studs to set plate flush with
surface.
D. Furnish and install stainless steel Hudee Ring as
required for all flat rim sinks and lavatories
installed in counter tops.
E. Equivalent Fixtures: American Standard, Kohler
Company, Crane.
F. Equivalent Maximum Security Fixtures: Super -
Secure Ware, Acorn Penal -Ware.
- E N D -
SPECIFICATIONS Heating, V. & A.C.
Jamboree Road Police Facility 15B -1
• SECTION 15B
HEATING, VENTILATING AND AIR CONDITIONING
15B -01 SCOPE
A. The work covered by this section consists of
furnishing all labor, materials, equipment, fixtures,
and performing all operations for complete and oper-
able heating, ventilating and air conditioning
system as indicated on the drawings and as specified
herein. The "General Conditions" bound herewith
are a part of this section of the specifications to
the same force and effect as if wholly embodied
herein.
B. Work Included:The following list is included as a
guide for the items required and is not to be
construed as a complete list:
• 1. Ductwork
2. Diffusers, registers, and grilles
3. Duct insulation
4. Vibration isolation
5. Packaged air conditioners
6. Electric heaters
7. Automatic temperature controls
B. Miscellaneous material for equipment support.
9. Low voltage wiring.
•
SPECIFICATIONS Heating, V. & A.C.
Jamboree Road Police Facility 15B -2
• C. Work Not Included:
1. Wire and conduit for line voltage, low voltage
conduit.
2. Motor starters, unless specifically included.
3. Painting, unless specificatlly included.
4. Louvers in doors, partitions and walls.
15B -02 GENERAL REQUIREMENTS
A. Conformation to requirements of local and /or State
Codes and /or ordinances including the Uniform
Building Codes.
B. Apply and pay for all permits, fees, inspection,
examinations and tests required by any of the legally
constituted authorities.
• C. Submission of five (5) brochures containing,
material lists, certified manufacturer's drawings,
performance data, rough -in dimensions and cuts of
all equipment and fixtures within thirty (30) days
after contract is signed.
1. Submittals shall be in a neat brochure form
and shall contain a complete list, in index
form of the manufacturers names, cuts of equip-
ment, performance date, catalogue numbers and
trade names as required to properly identify the
materials and equipment to be furnished under
these specifications.
2. Data submitted for each item shall be properly
identified by reference to item number or
paragraphs in the specifications and drawing,
equipment schedule designation, and separated
by tabbed separator sheets.
C1
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•
•
L�
SPECIFICATIONS
Jamboree Road Police Facility
3. Any deviation from
clearly indicated
as such.
Heating, V. & A.C.
15B -3
item as specified shall be
n the submittal and noted
4. Failure of the contractor to comply with the
above will evidence that item as specified
will be furnished.
D. Protect all work, materials and equipment from
damage during progress of work. Replace all damaged
or defective work, materials and equipment without
additional cost to Owner, and before requesting
final acceptance.
E. Contractor shall co- ordinate the work of this
section with that of all other sections to avoid
interferences and for the general benefit of all
the work.
F. Equipment shall be anchored to building structure.
G. Contractor shall visit site prior to bidding and
fully acquaint himself with all conditions affect-
ing installation of the proposed system. Failure
to do so shall not relieve Contractor of respon-
sibility of providing complete, operating and
acceptable systems.
15B -03 SUBSTITUTIONS AND EQUIVALENT EQUIPMENT
A. Substitutions: See General and Special Conditions
Of Specifications.
B. Equivalent equipment: This section of the specifi-
cation specifies certain equipment in detail. It
also names equivalent equipment which is not
considered to be a "Substitution ". However, the
equivalent equipment named herein, shall be sub-
mitted to the Architect after bidding, as per the
General Requirements sub - section of this section
of the specifications. Equivalent equipment, if
named herein, shall be considered equivalent if it
meets all of the following requirements.
r1
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SPECIFICATIONS
Jamboree Road Police Facility
Heating, V. & A.C.
15B -4
1. Equivalent quality, capacity and is fully
equipped as the unit specified in detail.
2. The unit fits the space allotted.
3. The unit has a physical configuration, and
weight, similar to the unit specified in detail.
4. The Architect shall determine the acceptability
of "equivalent equipment" when submitted after
the award of contract.
15B -04 MATERIALS
A. Use only new materials, and unless prefabricated,
deliver to the site in standard sizes. Use the
standard product of one manufacturer for each
article of its type.
B. Materials and workmanship not otherwise specified
to conform to latest applicable Federal, A.S.A.,
• N.F.P.A., A.S.M.E., A.S.T.M., N.E.M.A., or A.G.A.
specifications.
C. Bolts and nuts for equipment anchorage shall be
galvanized.
15B -05 ELECTRICAL
A. The Electrical Section of the Specifications
indicates and specifies conduit, conductors, outlets
disconnect switches, starters, except as hereinafter
specified, and the making of final connections.
B. Single phase motors shall have integral thermal
overload protection.
C. All motor starters are furnished and installed
under the Electrical Section of the Specifications,
except motor starters, which are furnished by the
•
•
SPECIFICATIONS
Jamboree Road Police Facility
Heating, V. & A.C.
15B -5
manufacturer as an integral piece of the manu-
facturer's packaged mechanical equipment, or
are specified to be furnished with the equipment.
15B -06 AIR HANDLING AND HYDRONIC BALANCING
A. Place heating, ventilating and air conditioning
systems in operation without objectionable noise
or vibration. Upon completion the Contractor shall
regulate, adjust and balance the systems to meet
the requirements set forth by the drawings and
specifications.
B. The following measurements shall be made, and the
information compiled together with the design
quantities or full load current. Six (6) copies
shall be submitted to the Architect for evaluation
and approval.
1. Packaged Gas - Electric units:
• a.
b.
c.
d.
e.
f.
g•
h.
i.
J•
•
Blower R.P.M.
Motor Amperes.
Air C.F.M. supplied.
Static pressure suction.
Static pressure discharge.
Total static pressure.
Total C.F.M. recirculated air.
Total C.F.M. outside air.
Entering air temperature (D.B.) heating
and cooling.
Leaving air temperature (D.B.) heating
and cooling.
k. Entering air temperature (W.B.) cooling coil.
1. Leaving air temperature (W.B.) cooling coil.
2. Exhaust Air System:
a. Motor amperes.
b. Blower R.P.M.
C. Air C.F.M. exhausted.
SPECIFICATIONS Heating, V. & A.C.
Jamboree Road Police Facility 15B -6
• 3. Diffusers, Registers and Grilles:
a. Each outlet shall be identified as to
location and area.
b. Size, type and manufacturer of outlets
fisted.
c. Regaiced. F.P,M. velocity and test resultant
velocity, each outlet.
d. RegiA red C.F,M, and test resultant C.F.M.,
each outlet.
C. All tests will be performed with calibrated
Anemometers, and or Velometer instruments.
D. All diffusers and grilles to be adjusted to minimize
drafts and noise in all areas.
E. All main supply air and return air duct dampers to
be adjusted and set for proper flow of air as per
plans and specifications. All branch ducts to be
adjusted in same manner.
• F. If requested, conduct tests as listed herein in the
presence of the Architect at points requested by him.
15B -07 OPERATING INSTRUCTIONS
After the satisfactory completion of all tests herein -
before mentioned, the contractor shall instruct the
authorized Owner's representative in the complete
operation of all systems. The instructions are to be
given at the Owner's convenience. Contractor shall
submit to the Architect in letter form a Verification
of Completion which letter shall be counter - signed by
Owner's representative receiving instruction.
15B -08 CLEAN UP
Thoroughly clean all materials, equipment and appli-
ances. Clean and prepare all surfaces to be painted.
Clean the entire premises of unused materials, debris,
spots and marks to the.satisfaction of the Architect.
11
SPECIFICATIONS Heating, V. S A.C.
Jamboree Road Police Facility 15B -7
• 15B -09 GUARANTEE
All materials and equipment provided and /or installed
under this Specification shall be guaranteed for a
period of one (1) year from the date of final accept-
ance of the work by the Owner. Should any trouble
develop during this period due to defective materials
or faulty workmanship, the contractor shall furnish all
necessary labor and materials to correct the trouble
without any cost to the Owner. Any defective materials
or inferior workmanship noticed at time of installation
and /or during guarantee period shall be corrected
immediately to the entire satisfaction of the Owner.
15B -10 GENERAL DUCTS AND SHEET METAL WORK
A. Ducts and plenums, access doors, fresh air intakes
and exhausts are to be made of sheet of galvanized
steel of the following U.S. Standard gauges;
Gauges to comply with NBFU Pamphlet 90A.
• Round Ducts Rectangular Ducts Minimum
Diameter in Maximum Side In Thickness
Inches Inches U.S.Gauae
Up thru 12 26
Up thru 10 13 thru 30 24
11 thru 20 31 thru 54 22
21 thru 40 55 thru 84 20
41 thru 60 85 and above 18
61 and above 16
B. Diagonally crimp all duct flat surfaces, regardless
of size. Longitudinal seams in all duct sizes may
be double seam or Pittsburgh seam for corners of
ducts and grooved seam for flat surfaces. Trans-
verse joints and intermediate bracing constructed
of galvanized sheet metal and /or galvanized struc-
tural angles as follows:
C�
SPECIFICATIOtiS
Jamboree Road Police Facility
Heating, V. & A.C.
15B -8
• Maximum Side Transverse Joint Intermediate
In Inches Connection Bracing All
Sides
Up thru 18 Drive slip or pocket slip, none
7' -10" maximum centers
19 thru 30 Drive slip or pocket slip, 1 x 1 x 1/8"
7' -10" maximum centers angle 4' -0"
from joint
31 thru 40 1" bar slip or pocket slip 1 x 1 x 1/8"
on 7' -10" maximum centers angle 4' -0"
from joint
41 thru 60 1 -'h" bar slip with 1 -3/8 1 -' x 1 -�
x 1/8" reinforcing bar, x 1/8" angle
1 -1� x 1 -� x 1/8" angle 4' -0" from
or pocket slip 7' -10" joint
on maximum centers
61 thru 90 2" bar slip with 1 -3/8 1 -' x 1 -?
• x 1/8 reinforcing bar; x 1/8 angle
2" angle or pocket slip 2' -0" from
1'10" on centers joint
91 and 2 x 2 x 3/16" angle or 2 x 2 x 3/16"
larger pocket slip 3'10" on 2' -0" from
maximum centers joint
C. Support duct work as follows:
1. Horizontal Duct Supports:
Maximum Diameter or Side Minimum Support
Support Material
Dia. One Side Other Side Material Dist.
18" 12" 12" 26 ga. galv.
iron strap, 5/8" wide 10'
30" 18" 36" 18'ga..saly.
iron strap, 5/8" wide 8'
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SPECIFICATIONS
Jamboree Road Police Facility
Heating, V. & A.C.
15B -9
36"
36"
48"
16 ga. galv.
iron strap, 1" wide 8'
48"
36"
60"
14 ga. galv.
iron strap, 1" wide 6'
above
above
above
14 ga. galv.
48"
36"
60"
iron strap, 1" wide 4'
2.
Vertical
Duct
Supports:
Maximum Side
12"
36"
48"
60"
Over 60"
Angle Iron Size
1" x 1" x 1/8"
1" x 1" x 1/8"
1 #" x 1'Y" x 1/8"
lz" x 1�" x 3/16"
2" x 2" x 3/16"
D. Construct "duct- turns" in square elbows and where
indicated with Tuttle and Bailey or Barber - Colman
turning vanes. Equal vanes of other manufacturers
may be used if approved by Architect.
E. Details of construction not specifically covered
under these specifications or on the drawings
are to be in accordance with details of construc-
tion described in Section 1 of the 1967 edition of
"Duct Manual and Sheet Metal Construction for
Ventilating -Air Conditioning System ", which is
referred to as "Duct Manual" (available at SMACCA,
1830 W. 8th St., Suite 114, L.A. 57).
F. Neoprene coated glass fabric flexible connections
for air ducts are to be supplied at all fan
connections and elsewhere as required or indicated;
Ventglas or Duro Dyne. Make flexible connections
not more than 6 inches long, secured by suitable
clamps, Flexible connections on roofs or outside
buildings shall be hypalon coated, Duralon or equal
•
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SPECIFICATIONS
Jamboree Road Police Facility
Heating, G. & A.C.
158 -10
G. All supply, return and exhaust ducts shall have
transverse joints, tap -in connections etc.,
securely taped with Johns - Manville JM No. 357
silver vinyl tape or Arno C -520 or canvas and
Arabol duct tape. Air ducts on roof shall have
all joints and seams sealed with canvas and
Arabol uuct tape to insure a water tight installa-
tion. Use mastic between angle iron and duct to
angle iron connections. Seal all holes.
H. Ductwork concealed in ceilings and 30" or less
in maximum dimensions may be fiber glass duct
(duct board) with vapor barrier casing, Gustin-
Bacon, Fiberglass, or equal. Ducts shall be
fabricated and assembled according to manufacturer's
instructions. All joints shall be sealed using the
tape recommended and furnished by the manufacturer,
and with furnished adhesive where so recommended.
Insulation, as hereinafter specified, may be omitted
from such ducts. Flexible connections may be omit-
ted where duct board connects directly to air handl-
ing equipment.
I. Flexible duct shall be a two - element spiral
construction fabricated of chloroprene rubber
coated fiber glass fabric, 16 ounce minimum,
mechanically locked together with electro-
galvanized, iridited.steel spiral. Duct shall be
listed by Underwriters' Laboratories under heading
of "Building Units" (Guide #40U8.4) and shall have
a flame spread rating not exceeding 25 and a smoke
developed rating not exceeding 50. Wiremold Type
54 or approved equal.
15B -11 GENERAL INSTALLATION OF DUCTS AND SHEET METAL WORK
A. Hammer the lock joints to make them air tight,
and rivet each corner. inside of the duct to be
a smooth surface to the flow of air.
SPECIFICT .'IONS
Jamboree Road Police Facility
Heating, V. & A.C.
i5B -11
• B. Charges in size of ducts are to increase gradually
with a slope of not more than one foot in three
feet and one foot in .five feet where possible.
C. Radius elbows are acceptable provided the inside
radius is not less than the duct width.
D. Install ducts to clear structural members and
obstructions even if drawings do not specifically
indicate the same. Particularly check electrical
work so as to prevent any interference with this
trade.
E. Duct systems are to be assembled, erected and
adjusted in such a manner so as to insure a
minimum of noise and vibration when in operation.
The entire system is to be quiet to a reasonable
degree satisfactory to the Architect. Any
adjustment required to produce quietness is to
be made before work can be accepted.
• F. Where interior of duct work is visible thru an
air outlet, inside of duct shall be painted with
a flat black primer, or lining shall have black
facing.
G. Install ducts so that system can be readily
balanced after completion of the work.
H. Make all ducts, plenums and equipment air tight.
I. Flash and counterflash all duct work, ventilators,
and exhaust fans extending through the roof.
Flashing to be constructed of approved rust -proof
materials. All joints at roof and around ducts
to be water - tight.
J. Support ducts on roof on structural angle frames,
adequately sway braced, with 3/16" base plates set
in pitch pockets.
I 1
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SPEC IFIC All IONS Heating, V. & A.C.
Jamboree Road Police Facility 15B -12
15B -12 DAMPERS AND EXTRACTOR;:
A. Damper construc� ion shall be per "Duct Manual"
references. Install splitter and volume dampers
where indicated or required to properly balance
air volume delivered. Provide each damper with
Trim -Lok Dapper Regulator, EDI 10G or EUD 109 as
applicable, or equivalent Ventlok or Duro Dyne
quardrants. Group dampers for easy access.
B. Install California State Fire Marshal approved
fusible link type fire dampers. Sleeve and back -
plaster where required by authorities. Dampers
shall be listed by the State Fire Marshal for the
specific application. Manufacturers: Air Balance,
Air Louvers, Terri.
C. Extractors: Fixed type, Barber - Colman Deflectrol.
Provide an extractor at each ceiling air diffuser
which taps into a duct.
15B -13 INSULATION
A. Insulate all supply and return air ducts including
plenums. Where ducts and plenums are acoustically
lined, exterior insulation shall be omitted.
Insulation for the appropriate system. All
insulation U.L. listed showing flame spread not
greater than 25, nor smoke greater than 50, per
NFPA 90A. Duct work thermal and acoustical in-
sulation to be resilient glass fiber.
B. Conceal ducts to be insulated with Gustin -Bacon
"Ultra -Lite" #75 or Johns- Manville Microlite,
3/4 pound per cubic foot density glass fiber
blanket. Firmly.wrap insulation around duct work
with all joints lapped a minimum of 2 inches.
Secure insulation to ducts by means of 16 gauge
soft- annealed galvanized wire spaced 12 inches on
centers and at loose ends. Thickness to be 2"
unless otherwise specified.
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SPECIFICATIONS
Jamboree Road Police Facility
Heating, V. & A.C.
15B -13
C. Supply and return ductwork and plenums shall be
insulated on.the insic_- with acoustical duct
line- as specified below under any of the fol-
lowing conditions:
I. Where specifically indicated on drawings.
2. Where located on roof (or otherwise exposed
to weather).
3. At the option of the contractor in lieu of
the wrapping specified above.
D. Acoustical glass fiber duct liner shall comply
with N.B.F.U. pamphlet 90A, and have a 3 pound per
cubic density. Provide Gustin -Bacon "Ultra- Lite ",
Pittsburgh Plate Glass "fine ", or Johns - Manville
"Micro ". Apply to interior of ducts where indi-
cated with coated side facing air stream. Attach
to sheet metal with adhered clips. Form longitu-
dinal joints in one corner of duct. Tightly butt
all joints and heavily paint with EC -321 adhesive
to insure continuity of surface. Adhered clips
to be IS inches on centers with adhesive daubbed
6 inches on centers. Duct sizes shown on plans
include allowance for liner, no increase in duct
size will be necessary.
15B -14 DIFFUSERS, REGISTERS AND GRILLES
A. General:
1. Supply outlets to provide the required air
throw and spread with no apparent drafts or
excessive air movement within space being
supplied. Contractor to provide necessary
accessories to accomplish satisfactory air
distribution.
2. Sizes as indicated on the drawings.
" °ECIF'ink iTONS
Oa:nbrree Road Police Facility
Heat-4 V. & A.C.
15B -14
• 3. Ceiling outlets shah be factory finished
white enamel unless otherwise specified.
A I outlets in Shower and Locker Rooms, Labs,
and Toilet Rooms shall be natural anodized
aluminum or electroplated frame and core, as
applicable to aluminum and steel respectively.
4. Provide felt, cork, or rubber gasket between
finish surface and frame to prevent vibration
and assure tight fit.
5. The contractor shall be responsible for the
correct location of ductwork and outlets.
6. For filler panel type outlets the manufacturer
shall co- ordinate his design with the ceiling
suspension system being used.
7. Combination light, exhaust or supply grille in
jail area to be furnished and installed under
the Electrical Section of the specifications.
• B. Ceiling diffusers: Air Distribution products
MAC -FP with removable core and volume dampers.
Patterns as indicated on drawings and 24 x 24
filler panels. Equivalent: Anemostat RMD -FP.
C. Return and Exhaust Registers and gilles in
exposed T -bar ceilings: Air Distribution Products
KR 305 -FP & KR 300 -FP, removable core, with op-
posed blade volume dampers for registers. Filler
panel sizes are 24 x 24. Equivalent: Anemostat.
D. Maximum security ceiling defusers: Anemostat
RMD -MS with removable core and volume dampers,
TOGA, steel grille face with 9/16" sq. holes on
11/16" centers, 4- welded studs on back face of
plate shall be furnished in lieu of countersunk
screws. White baked enamel with flat black in-
terior. Equivalent: Barber- Colman.
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SPECIF'ICATiON5
Jamboree Road Police "acility
Heating, V. & A.C.
153 -15
• E. Maximum security retarn and exhaust air grilles:
Anemostat J-0GA. steel ;rilie face with 9/16"
sq. holes on 11/16" centers, 4- welded studs on
back face of plate shall be furnished in lieu of
countersunk screws. T^ir�ite baked enamel. Equiva-
lent: Barber- Colman.
15B -15 ROOF EXriAG:' :;ti, LOIN
A. Acme, centr_ugal, with adjustable pitch motor
pulleys, ball bearing drive, aluminum non -over-
loading _adial discharger wheel, keyed to shaft.
B. Disconnect switch factory installed and wired to
motor.
C. Permane:tly lubricated bearings, bird screen and
built -in thermal overloads.
D. Heavy gauge aluminum cover design with roll formed
vanes and hinged top, one piece curb and base
section.
• E. Equivalent: Exitaire, Jenn -Air, Greenheck.
15B -16 ROOF CURBS
A. Roof exhausters shall be installed with prefab-
ricated sound curbs.
B. Curbs shall be of welded aluminum construction
with rubber curb cap and 2" thick lining. Maximum
height shall be 12 inches. Curbs shall have a
4 inch minimum flange for proper flashing, and
shall be secured to roof deck.
C. Sound curbs shall be of the acoustically treated
baffling type.
D. Curb shall be a product of the same manufacturer
as the fan for which it.is provided.
11
SPECIFICATIONS
Jamboree Road Police Facili':y
• 15B -17 E1,FfCTRIC RESISTANCE DUCT .FEATZR
Heating, V. & A.C.
15B-i6
A. Delta -Flo Electric Blast Coil Heater for duct
installation, open coil type, constructed in
accordance with Underwriters' Laboratory.
B. Provide factory pre -set remote bulb thermal cut-
out to protect heater against air failure or
overheating, and a fusible link heat limiter in
series with eac, heating element.
C. Furnish complete with magnetic contactor, U.L.
approved for minimum of 1000,000 cycles operation.
D. Equivalent: Harver Ind. Inc., Indeeco.
15B -18 AIR CONDITIONING 'UNIT
A. Year around packaged air conditioner, Lennox All
Season, Model and rating indicated, factory as-
sembled and tested, AGA and ARI approved meeting
• ASA standards.
B. Gas control: 24 volt operated; low pressure
regulator, pilot automatic type, 24 volt safety
pilot with automatic ignition for natural gas.
C. Hermetically sealed compressor with current and
thermal overload protective device.
D. Low ambient temperature control factory installed.
Controls completely factory wired except for field
wiring of room thermostat and modification for
continuous fan operations with automatic switch -
over from heating to cooling.
E. Equivalent: Payne YACX Series, Fedders.
•
SPECIFICATIONS
Jamboree Road Police Faciiitp
• 15B -19 TEMP'ERATURB CONTROL SYSTEJ'�/!
Heating, V. & A.C.
.5B -17
A. General: Furnish and in-tall a complete tempera-
ture control system. as hereinafter specified and
indicated on t.`ie drawings. The thermostat speci-
fied is.based corn Barber - Colman as a standard, and
shall be electric.
B. Scope: The control system shad consist of all
room thermostats, air flow switches, timers,
and other accessory equipment to fill the intent
of the specifications.
C. Timers: Time switch, Paragon 7000 series, 7 day
calendar dial, switching and current ratings as
required. By -pass timer, Mark -Time 90000, 0 -12
hours, 20 amps @ 125 volts.
D. All room thermostats shall be mounted at five feet
(5') above the finished floor unless specifically
indicated otherwise. where located in jail and
. public areas mount with vandal -proof guards; all
others with locking covers. Thermostats shall be
of the automatic switchover from heating to cooling.
E. Instruction and Adjustment: On completion of the
job, the Contractor shall completely adjust, ready
for use, all thermostats and relays provided under
his contract. Contractor shall provide a complete
instruction manual covering the function and opera-
tion of all control components on the job. This
manual shall be furnished to the Owner's operating
personnel. The Contractor shall furnish a framed
schematic control diagram.
- E N D -
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SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -1
16A GENERAL PROVISIONS
The foregoing attached general conditions, supplementary con-
ditions and special conditions are made a part of these speci-
fications as if bound herein.
16A -01 SCOPE
The work under this section shall include furnishing all
labor, materials, equipment and services necessary for the
complete electrical installation as hereinafter specified and/
or shown on drawings, including the following as a partial list:
Underground service, pad mount and main switchboard
with metering facilities for 277/480 volts 3 phase
4 wire.
Complete 277/480 volt, 30 distribution system with
feeders, distribution panelboards, transformers, etc.
Complete 120/208 volt 30 distribution systems.
Complete emergency power system.
Complete wire system with conductors, conduit, wiring
devices, outlets, etc.
Lighting system with lighting fixtures, lamps, ballasts,
contactors, etc.
Telephone system with underground service, conduits,
outlets, backboard, etc.
Intercom system for jail area.
Facilities for miscellaneous systems as called for on
the drawings and in these specifications.
•
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•
SPECIFICATIONS
Jamboree Road Police Facility
16A -02 GENFRAL REQUIREMENTS
Contractors submitting bids on the electrical
familiarize themselves with the architectural,
mechanical drawings for complete coordination
trades. This shall include the review of all
trades, investigation of existing conditions,
pliance with specific requirements set forth i
and /or specifications.
Electrical
16A -2
work shall
structural and
of the work and
drawings of these
and full com-
n these drawings
If the construction of the buildings reveals that any part of
the electrical work would not be easily and quickly accessible
if installed according to the drawings, the Contractor snail
notify the Architect before proceeding with such installation.
The Contractor shall be guided by the written instruction of
the Architect.
No changes shall be made from the work as called for by these
specifications and drawings, except on written order of the
Architect. No charges for extra work will be allowed unless
such work has been authorized by a written order of the
Architect stating the charge to be made for the work.
Contractor shall obtain and pay for all insurance necessary to
protect the Owner from claims for all damage, loss to workmen
or to the public that may be occasioned by the work of this
Contractor or traceable thereto in any way whatever.
All metallic conduit, supports, cabinets, panelboards and
equipment shall be grounded in accordance with the 1971 issue
of the National Electrical Code and Title 24, California,
Administrative Code.
All wiring in panelboards, distribution panels, motor controls,
terminal cabinets and the like shall be neatly laced with stan-
dard lacing twine and fanned. All conductors shall be identi-
fied at this equipment with E -Z Code Markers or approved equal.
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -3
• 16A -03 INSTALLATION OF MECHANICAL SYSTEM EQUIPMENT
The Electrical Contractor shall furnish, install and connect
the following,
All manual or magnetic motor starters, breakers, dis-
connect switches, motor control boards, cabinets, or
enclosures for controls supplied by the mechanical
and all other li. --o voltage control equipment such as
H -O -A switches and pushbui;,oa specifically noted as
furnished and installed on the mechanical control
diagrams.
All line voltage wiring including connection to line
side of control equipment such as control transformer,
solenoid valves, thermostats, etc.
All conduit for low voltage control wiring in accor-
dance with the mechanical control diagram.
All outlet boxes, cabinets and panels to accommodate
control equipment.
• Where flexible conduit is installed in outdoor loca-
tions, install with "Sealtite" flexible conduit and
approved connectors complete with external braided
copper ground wire.
16A -04 INSTALLATION OF LIGHTING FIXTURES
Contractor shall furnish and install lighting fixtures and
lighting equipment for lighting outlets as shown on the draw-
ings and listed in "Schedule of Fixtures ", including connect-
ing of fixtures and mounting hardware, lamps, ballasts, etc.,
for complete operative system.
The written description of the fixture shall constitute the
type, quality and lamping of the fixtures and shall take
precedence over all catalog numbers. Where catalog numbers
and the description are in conflict, a clarification shall be
requested from the Architect.
•
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -4
• All fixtures with conventional canopy shall be provided with
suitable 3/8" hickey and nipple of proper length with running
thread to permit correct fitting and adjustment of canopy
with both fixture and ceiling.
Fixture wire shall be in strict compliance with latest require-
ments of the National Board of Fire Underwriters. Wiring shall
be protected with tape or tubing at all points where abrasion
is likely to accur. All wiring shall be concealed within
fixture construction.
All acrylic plastic diffusers and lenses shall be 100% virgin
destaticzed acrylic and shall be State Fire Marshal approved
for the application.
Surface mounting fluorescent fixtures shall be with U.L. approval
for direct mounting on low density ceilings.
Fixture recessed into fire rated ceilings shall be fully en-
closed with the fire rated enclosure in compliance with
requirements of the State Fire Marshal. Fire rated fixtures
• shall be approved for the project by the State Fire Marshal.
Installation of lighting fixtures shall comply with earth-
quake proof installation in compliance with governing author-
ities..
16A -05 STANDARD OF MATERIAL AND WORKMAIV'SHIP
All material shall be new and shall be listed by the Under-
writer's Laboratories, Inc., as conforming to its standards.
All apparatus, materials and construction installed under this
division of the contract shall be designed to comply with and
shall be installed in accordance with any and all requirements
of the legally constituted authorities having jurisdiction,
including Titles 24 & 25 California Administrative Code,
State Fire Marchal, National Electrical Code, rules and regula-
tions of the Underwriter's and local authorities. Nothing in
these plans or specifications is to be construed to permit
work not conforming to applicable codes.
11
•
•
40
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -5
Contractor shall pay all inspection and license fees and obtain
all permits required by ordinance, from the local authority
having jurisdiction.
Inspections shall be performed on all work under this Division
by Inspectors of the Building Department of the City of
Newport Beach, California.
All panelboards, switchboards, cabinets, pull boxes, special
lighting fixtures, etc., shall bear the Underwriter's label.
16A -06 PLANS
The specifications are accompanied by drawings showing the loca-
tion of all outlets, panelboards, feeders, fixtures, etc., and
are a part thereof.
These drawings are not intended to give complete and accurate
details in regard to location of outlets, equipment, etc.
Exact locations are to be determined by reference to general
building plans and by actual measurement at the building, and
will in all cases be subject to approval of the Architect, who
reserves the right to make any reasonable changes in the
locations indicated without additional cost to the Owner.
It is the Contractor's responsibility to secure a set of prints
which shall be retained on the job in the custody of the inspec-
tor. when any diversions from these plans are made, they shall
be accurately and neatly recorded each day with ink on a black
line print and upon completion of the job shall be signed by
the Contractor and turned over to the Architect.
16A -07 CUTTING AND PATCHING
The Contractor shall do all cutting and patching of the rough,
finish and trim which may be required for the installation of
the electrical equipment and material under this contract.
All patching shall be of the same material, workmanship and
finish as surrounding work and shall accurately match. This
work shall be done under the direction of the Architect.
•
SPECIFICATIONS Electrical
Jamboree Road Police .-_ _.ity 16A -6
Contractor shall do cxeava:_i::g necessary for the installation
of all work in _tz,6ed in the contract. After conduit is in-
stalled, nspecl.ed and approved, trenches of the excavations
shall be :;,.ckf .!led with ::;ted -'fill" as specified under
the Earthwork Division. The surface of all trenches shall be
restored to their original condition. All conduit in trenches
shall be iia tailed a minir:ram depth of 24 ". Distribute excess
material on the site as directed by the Architect or Structural
Engineer. All backfill under this Division shall conform
strictly under the specifications of the Structural Engineer.
Contractor shall furnish and install all sleeves necessary for
the installation of his work. Conduits passing through masonry
walls or foundations shall be sleeved. Conduits passing through
walls under grade shall be caulked with oakum and sealed with
mastic to prevent moisture from entering.
16A -08 SHOP DRAWINGS AND MATERIALS LIST
Contractor shall submit to Architect for approval a list of
materials which he proposes to use giving manufacturer's name
and catalog number of each item. If such a list is not received
within 35 days of the awarding of the contract, it will be as-
sumed that the material3 tc) be used are as specified.
Five (5) copies of shop drawings shall be submitted to the
Architect within 35 days of the awarding of the contract on
all switchboards, panelboarc<s, terminal cabinet and other elec-
trical equipment which are not. production,standard items.
Shop drawings shall give manufacturer's name and model number,
dimensions, type, rating, size and type of breakers, starters,
gauge, finish, etc., which are pertinent to the construction
of fabrication of the components.
16A -09 MANUFACTURER'S NAMES OR EQUAL
Where two or more manufacturer's names are given, one of the two
shall be used and no deviations shall be allowed. Where there
are less than two manufacturer's names given, equipment of other
manufacturers may be used with the specific approval of the
Architect.
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -7
• In order to obtain approval, the Contractor shall submit a
sample for inspection by the Architect. This sample shall be
the final production Lample of the equipment and when in the
Architect's opinion it deviates from the quality specified, it
shall be disapproved for substitution as an equal. No further
sample submittals shall be allowed.
Where the sample of the equipment is not readily portable, a
complete performance and test data on the equipment shall be
submitted for examination by the Architect, or the Architect
at his convenience invited to see the said piece of equipment.
16A -10 COMPLETION REQUIREMENTS
After lighting fixtures and electrical equipment are connected
to wiring system of building or project wiring system and fix-
tures or equipment shall test free from short circuits and
grounds and shall show an insulation resistance 'between conduc-
tors and between conductors and ground based on minimum load
not less than the requirements of the 1971 National Electric
Code. These tests shall be conducted in the presence of the
electrical engineer on predetermined schedules.
• In the event the Contractor does not within a reasonable time
remedy all defects and make all changesidemanded to satisfac-
torily complete the installation, the right is reserved to
have defects remedied or changes made and to charge the cost
to the account of the Contractor.
The furnishing of and installation of the wiring, lighting
fixtures and electrical equipment shall be executed in such a
manner as to insure its completion coincidentally with the
completion of the construction and mechanical equipment un-
less otherwise required by the contract specifications.
The Contractor shall, on completion of work, remove all debris,
etc., as caused by any work furnished and installed by him and
leave project neat and clean.
Contractor shall leave the entire electrical system installed
under the contract in proper working order..
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SPECIFICATIONS
Jamboree Road Police Facility
• 16A -11 GROUNDING
Electrical
16A -8
Grounding shall be executed in accordance with requirements
set forth in Title 24, Califorria.Administrative Code and the
1971 National Electric Code.
16A -12 ELECTRICAL AND TELEPHONE SERVICES
Electrical service shall be installed by the Southern California
Edison Company in the underground service conduit and pad
mount facilities installed by the contractor. Service shall be
at 277/480 volts 3 phase 4 wire 60 HZ. Trenching and backfill
shall be executed by the contractor.
Electrical service shall be installed in compliance with all
requirements of the Southern California Edison Company which
shall be obtained from their Huntington Beach office prior to
construction. The contractor shall pay for all excess footage
and service costs as levied by the serving utility.
Telephone service shall be installed in compliance with all of
• the requirements of the Pacific Telephone Company. Service
terminating location shall be verified with the Telephone Co.
16A -13 MAIN SWITCHBOARD
Main switchboard shall be indoor type metal clad dead front
and rear floor standing unitized switchboard as manufactured
by G.E., Square b, Westminster or Zinsco. Finish shall be
flat grey.
Pull section shall be 14 "D x 90 "H x 30 "W with terminating
facilities.
Service section shall be 14 "D x 90 "H x 42 "W with CT space,
main circuit breaker, metering facilities, ground fault
relay, etc.
Distribution sections shall be 14 "D x 90 "H x 36 "W with fusible
switches of size and type as indicated on the single line
diagram.
•
•
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -9
All circuit breakers and fusible switches shall be identified
with B/W micarta nameplates.
Metering -Facilities shall be approved by the Southern California
Edison Company before submittal of shop drawings to the Architect.
16A -14 PANELBOARDS AND TERMINAL CABINETS
Panelboards shall be circuit breaker type complete with galvan-
ized sheet steel enclosing dabinet, door and trim, typewritten
index card and holder, locks, etc., as manufactured by G.E.,
Bull Dog, Cutler Hammer, Square D, Welco or Zinsco. Panelboards
shall be as follows:
277/480 volt 3 phase: Types NHIB & WHBA
120/208 volt 3 phase: Types NQP, NQB, or NQO plug
in breaker type.
Three phase power and distribution: Type NDP, WEHB, HCM.
All trims shall be finished in flat grey enamel with B/W micarta
nameplate designating panel number.
Terminal cabinets shall be fabricated of galvanized code gauge
sheet steel for flush mounting (except where noted as surface)
and of size indicated on drawings, and shall be complete with
hinged lockable doors, index card holder, number of two -way
screw and solder terminals as indicated on drawings. Cabinets
shall be finished the same and keyed like the panelboards.
Terminal cabinets shall be of the same manufacture as panelboards.
Where recessing depths are inadequate for flush mounted panel-
boards and terminal cabinets, furnish with semi -flush mounting
trim as directed by the Architect.
All circuit breakers controlling electric discharge type
lighting loads shall be installed with lock out devices in
compliance with regulations.
Where panelboards, terminal cabinets, pull boxes, etc. are
recessed into fire rated walls, such cabinets shall be enclosed
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -10
• with fire rated materials as required by the State Fire Marshal,
and where subject to spray of sprinkler heads shall be in-
stalled with weatherproof enclosures.
16A -15 MOTOR CONTROLS, ETC.
Manual motor starters shall be flush mounting type with the
number of poles and size of thermal overload heaters as re-
quired by the motor being controlled. Magnetic starters shall
have overload relays and be installed in NEMA 1 or 3R enclosur-
es as required, with H -O -A switches and PL (where remote).
Starters shall be as manufactured by Allen Bradley, AH & H
Furnas, G.E., Square D or WELCO.
Relays shall be 20 ampere, 250 volts A.C. with coil wound for
voltage as specified on the drawings, enclosed in NEMA type 1
enclosure of number of poles as required. Relays shall be
Allen Bradley Bul. #700 type BX, Square D class 8501 type D,
or Asco Bul. 1055.
Safety switches shall be two or three pole, 600 volts (or
• 250 volts A.C.) type ND or carrying capacity fusible or non
fusible as noted on the drawings, in NEMA type 1 or 3R en-
closures, as required. Safety switches shall be A, H & H,
G.E., Federal Pacific, Square D or WELCO.
L J
Pushbutton stations shall be at 15 amp., 120/277 volts A.C.,
momentary contact, normally open or closed as required, ivory
plastic stations. AH #QST- 5I -I -MO or #QST -I -MC.
16A -16 OUTLET BOXES
Boxes for lighting fixtures, switches, receptacles, tele-
phones, etc., shall be pressed steel knockout type sherardized
or galvanized. Outlet boxes for lighting fixtures shall have
fixture studs and plaster rings.
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -11
• Outlet boxes for switch, receptacle, telephone, etc. boxes
shall be not smaller than 4" x 4" x 1'" with one or ganged
device rings as required. All outlet boxes shall be mounted
with adjustable tube metal hangers Rayco 900 Series or Bowers
#3BC or secured to stud wall 2" x 4" blocking and 2 wood
screws or to metal studs with 2 sheet metal screws.
Outlets indicated as "WP" shall be cast ferraloy or aluminum
boxes as manufactured by Crouse Hinds, Appleton or Killark.
16A -17 CONDUIT
Conduits shall be steel, glavanized, zinc coated or sherardized
as manufactured by G.E., National, Republic, Rome, Youngstown
or Triangle.
All conduits shall be run concealed unless specifically noted
as exposed on the drawings. Terminals of all conduit shall
be furnished with locknuts and bushings. Plug ends of each
conduit with an approved cap or disc to prevent entrance of
foreign materials. Where conduits must be run exposed except
• as indicated on the drawings, locations of runs shall be
subject to approval. Exposed conduits shall be run parallel
to or at right angles with lines of building and all bends shall
be made with standard conduit ells for 1" and larger.
Rigid steel galvanized or zinc coated shall be used where ex-
posed, in damp locations, for risers, underground, in or under
concrete slabs and walls and in masonry walls.
Electrical metalic steel tubing may be used in dry concealed
locations, in conduit sizes up to and including 2" trade size.
Electrical metallic tubing shall be hot - dipped galvanized or
sherardized. Connectors for electrical metallic tubing shall
be gland -type, watertight.
Where group of conduits are installed in horizontal or vertical
runs, install with trapeze hangers on Unistrut or Kindorf hang-
ers secured rigidly to structure.
11
•
•
•
SPECIFICATIONS
jamboree Road Police Facility
Electrical
16A -12
Flexible galvanized steel conduit may be used in lieu of EMT
where allowed by local regulations.
All empty conduits shall have a 150# test nylon pull cord left
in place for future use in all runs and tagged with a linen
tag at each end indicating the location of the opposite end of
the conduit.
PVC schedule 40 conduit may be used underground with 2" concrete
envelope, on low voltage runs as telephone, etc. (except in fire
rated ceiling areas where EMT shall be used), and under first
floor slab.
PVC schedule 40 conduit shall be Carlon, Triangle or equal
conduit and shall be furnished with factory 90s. Bending with
blowtorch is disallowed. Bush all ends of PVC conduit. In-
stall with proper sized ground wire and rigid galvanized steel
conduit ells.
Flexible conduit installed outdoors subject to the weather
shall be "Sealtite" or equal flexible protected steel conduit.
16A -18 CONDUCTORS
Conductors shall be copper type TW, 600 volt insulation for
cable sizes #14 through #6, and type THW, 600 volt copper
clad aluminum cables sizes #2 and larger. All wire specified
above shall be General Cable, G.E., Rome, Anaconda, Okonite,
Simplex or National.
Tag wires at all outlets and pull'boxes with E -Z Code Markers.
Wire shall be delivered to job in original cartons and bear
label of National Board of Fire Underwriters.
Wire #6 and larger shall be stranded and shall be connected to
panels and apparatus by means of approved lugs or connectors.
Connectors shall be solderless type; sufficiently large to en-
close all strands of conductors and securely fastened.
•
F-1 L
SPECIFI=IONS
Jamboree Road, Police Facility
Electrical
16A -13
Joints, taps and splices in wires smaller than #6 shall be
twisted together and connected with "Skotchlok" regular spring
connector or T & B compression type connectors, and shall be
taped with 3M "Skotch" plastic tapes providing insulation not
less than that of the conductor.
16A -19 SWITCHES
Switches shall be ivory handle, "T" rated flush tumbler type.
Switches controlling loads totaling 1500 watts at 120 volts
shall be of 15 ampere, to 2000 watts shall be 20 ampere. Where
more than one switch is shown at a point, they shall be set
under one ganged plate. All 15 and 20 ampere shall be AC rated
quiet type specification grade, 120/277 volts A.C. srew ter-
minal type as follows:
Manufacturer: 30A 20A 15A
Bryant
5430
series
4900
series
4800
series
H & H
4270
series
1990
series
1890
series
Hubbell
2920
series
1220
series
1200
series
P & S
5430
series
20AC
series
15AC
series
Sierra
5050
series
1510
series
All key switches of a site shall be keyed alike. All switches
controlling emeraencv liahtina shall be with red handles.
16A -20 RECEPTACLES
Receptacles shall be flush type 15 ampere, 120 volts, ivory
duplex NEMA grounding type and shall be P & S, Hubbell, H & H
or Bryant #5252 -1, Sierra #1410. All receptacles on emergency
power shall be with red plastic faces.
20 amp. 3 pole grounding receptacle (208V,10) shall be locking
type Hubbell, A,H & H #5462 with Cap #5474.
j i
30 amp. 3 pole grounding receptacle shall be polarized type
Hubbell, A,H & H #9350 with Cap #9341.
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -14
• Pilot lamps shall be 1/25 watt, 125 volt flush neon pilot lamps
with red plastic jewel and ivory plastic base. AH #T -1475.
Floor receptacles shall be 15 amp., i20 volts duplex NEMA
grounding type on Huobeii 4B -2529 box with #5 -3925 cover, and
suitable flange for floor material use.
16A -21 PLATES
All plates for switches, receptacles, telephones, etc. shall
be .04" brushed stainless steel - Sierra S Line, Hubbell, A, H & H.
These plates shall be single ganged or tandem as location re-
quires. Plates shall be furnished with tamperproof screws and 4
screwdrivers in the jail and adjacent security areas.
Plates shall be engraved as to equipment controlled where more
than 2 gangs, equipment cannot be seen from controlled locations,
and all receptacles other than 120 volts.
16A -22 LAMPS AND BALLASTS
• Furnish and install in all lighting fixtures new lamps of wat-
tage, type, color, socket, etc. as indicated on the fixture
schedule as manufactured by G.E., Sylvania or Westinghouse.
Incandescent lamps shall be extended service, inside frosted,
medium base lamps for operation on 120 volts AC unless specific-
ally noted otherwise on the fixture schedule.
Flourescent lamps shall be standard cool white 430 MA rapid
start or slimline lamps unless specifically indicated otherwise
on fixture schedule.
Lucalox lamps shall be for operation on 277 volts AC, 250 watt -
G.E. #LU250 with proper burning base configuration and ballast.
Ballasts for flourescent fixtures shall be Type "P" high power
factor, CBM certified and ETL approved of;soundirating "A" for
40 watt rapid start and "B" for slimline lamps. Ceiling mounted
11
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -15
• fixtures shall be furnished with premium grade ballasts equal
to Advance "Kool Koii Mark II ". Ballasts shall be Advance,
G.E., Jefferson or Universal.
16A -23 TRANSFORN.ERS
Transformers shall be air cooled type H of size, voltage and
characteristics as shown on the Drawings and hereinafter
specified. Transrorr „ors shall comply with the latest revised
ASA and NEMA standards and further be capable of 250% overloads
for 3 hours.
Transformer shall be further modified where indicated on the
Drawings with integral distribution panels bussed to transfor-
mer. Transformer shall be provided with 4 -23-2% full capacity
taps, 2 above and 2 below normal. Sound rating on all trans-
formers shall be 10 db below NEMA standards which shall be
substantiated with certified performance tests. All transfor-
mers shall be with vibration isolating dampers.
Transformers shall be as manufactured by Sorgel, G.E., Sierra,
Zinsco or Westinghouse.
•
16A -24 DISTRIBUTION PANELS AND 'BOARDS
Distribution panels shall be for the voltage and bussing as
indicated on the drawings of Type CDP by G.E., Square D, Zinsco
or Westinghouse.
Distribution boards shall be floor standing dead front and
rear 14 "D x 36 "W x 90 "H.of voltage, bussing and circuit break-
ers as indicated on the single line diagram and schedules by
G.E., Square D, Zinsco or Westinghouse.
16A -25 CONTACTORS AND CONTROLS
Contactors shall be of the rating, voltage and number of poles
as indicated on the drawings, magnetic or mechanically held
units with necessary auxiliary contacts or relays for P.E.
switch or time switch control. Contactors shall be on rubber
mounts and installed in acoustically treated cabinets. Con-
tactors shall be Asco, Allen Bradley, G.E., Square D or Wes-
tinghouse.
•
U
LJ
•
SPECIFICATIONS
Jamboree 'Road Police Facility
Electrical
16A -16
Photo electric switch shall be 1000 watt 120 or 277 volts in-
stalled in cast weatherproof housing on roof as indicated, as
manufactured by Stonco or Steber.
Time switch shall be 35 amp. 2 pole 1 T, 1 pole 2 T for opera-
tion on 120 or 277 volts AC with astro dial by Sangamo, Tork
or Paragon.
16A -26 DOOR RELEASE AND INTERCOM SYSTEMS
Door release system shall be with low voltage pushbutton operated
door release mechanism (supplied by others). Edwards #998 30
watt tri volt transformer in ventilated flush mounting enclosure
and #664 pushbutton with plate engraved "DOOR RELEASE ".
Intercom system shall be solid state built in 2 way system
complete with amplifier, stations, transformer and conductors
by Nutone. Amplifier #470, stations - 1- #2413 & 14472,
transformer #105N and cable #447. All components shall be
installed flush with suitable rough in and finish kits with
tamperproof screws where subject to jail inmates. System shall
be complete with all accessories and operate to the satisfac-
tion of both Architect and Owner.
16A -27 EMERGENCY GENERATOR
GENERAL: The standby power system shall have a continuous stand-
by capacity of 75KW, 93.75 KVA, 30, 4W, 277/480 voltage, .8
power factor, 60 Hertz. This system shall be built, tested
and shipped by the manufacturer of the alternator so there is
one source of supply and responsibility. The performance of
this generating set series shall be certified by an independent
testing laboratory as to the set's full power rating, stability
and voltage and frequency regulation. Onan Model 75DYC -15R or
approved equal.
The standby electric power system, furnished completely by the
manufacturer, including engine generator and automatic trans-
fer switch, shall be warranted for a period of five (5) years
from the date of installation.
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -17
is ENGIiv -: The engine shall be diesel fueled, 4 cycle, water
cooled with radiator cooling. It shall have 6 cylinders, 426
cubic inch displacement, with a minimum rating of 147.5 bhp at
its operating speed of 1800 RPM. Lubrication shall be full
pressure as supplied by positive displacement lube oil pump.
The engine shall have an air cleaner, fuel and oil filters with
repiacable elements. Engine speed shall be governed by a mech-
anical governor to maintain alternator frequency within 5/.
from no -load to full -load alternator output. The engine shall
have a 12 volt battery charging alternator with transistorized
voltage regulator. Starting shall be by a 12 volt electric
starter.
ALTERNATOR: The alternator shall be a 4 pole, revolving field
with temperature compensated solid state voltage regulator
and brushless rotating rectifier exciter system. The starter
shall be directly connected to the engine flywheel housing and
the rotor shall be driven through a semi - flexible driving flange
to insure permanent alignment. The insulation system shall be
class F as defined by NEN,A MG -1.65. The three phase, broad
range alternator shall be 12 lead reconnectible.
• UNIT PERFORMANCE:
Frequency Regulation - shall not exceed 3 Hertz from no -load
to full -load.
Voltage Regulation - shall
no -load to full -load.
Instantaneous Voltage Dip
voltage when full 3 phase
to the alternator.
be within ± 2% of rated voltage from
- shall be less than 171. of rated
load and rated power factor is applied
Recovery - to stable operation shall occur within 5 seconds.
Rheostat - shall provide a minimum of ± 50/. voltage adjustment
from rated value.
Temperature - rise shall be within NEMA MGL -22.40 definition.
Radio Suppression - radio suppressed for commercial applications.
Peak KVA -- A minimum of 250 KVA shall be available for motor
starting.
SPECIFICATIONS
Jamboree Road Police Facility
• ENGINE CONTROL PANEL:
Electrical
16A -18
Unit mounted engine control shall contain the following: oil
pressure gauge, coolant temperature gauge, battery charger rate
ammeter, three position selector switch (RUN- STOP - REMOTE), high
water temperature cut -out with signal light and reset, low oil
pressure cut -out with signal light and reset, overspeed cut-
out with signal light and reset, overcrank protection with
signal light and reset (cranking limiter to open cranking cir-
cuit in approximately 45 -90 seconds if engine does not start in
that time).
ALTERNATOR INSTRUMENT PANEL:
Unit mounted instrument panel shall contain the following:
(Main line) circuit breaker, panel lights, frequency meter, run-
ning time meter, voltage adjusting rheostat, A.C. voltmeter
(dual range), A.C. ammeter (dual range), meter switch, and volt-
meter- ammeter phase selector switch.
GENERATOR SET MOUNTING:
• The electric generating set shall be equipped with vibration
isolators and mounted on a welded steel skid base which shall
provide suitable mounting to any level surface.
ACCESSORIES:
BATTERIES: 2 -6 volt, 135 amp/hr:, lead acid type starting
batteries with built in steel rack, battery cables, electrolyte
and hydrometer.
BATTERY CHARGER:
Supply an automatic float charger utilizing a modified constant
voltage load carrying output curve which varies from 2.0 VPC at
full load to 2.33 VPC unloaded fully charged lead acid cells.
The charger shall be LaMarche Model A -5 or equal and include
D.C. Ammeter, fused A.C. input and D.C. output, automatic D.C.
voltage regulation, automatic load regulation, current limiting,
compensation taps, silicon diode full wave rectifiers, auto-
matic surge suppressors and D.C. crank circuit disconnect relay.
•
SPECIFICATION'S
Jamboree Road Police Facility
• COOLING:
•
•
Electrical
16A -19
Radiator cooling with pusher fan and water pump. Duct adaptor
and anti - freeze ethlyene glycol type for protection to -20
degrees to 130 degrees Fahrenheit.
EXHAUST:
(Residential) type silencer model Kittell TR -4 with companion
flanges.
Seamless flexible exhaust connection approximately 18" long.
Exhaust pipe as indicated on drawings.
FUEL:
Diesel driven with (25) gallon day tank including 2P flat switch
to control level of fuel and a motor driven fuel transfer pump
1/3 H.P., 1725 RPM, with a lift of 15 foot.
TESTING•
Operation, Maintenance and Parts Manuals.
After unit has been installed, the manufacturer shall test the
unit in the presence of the engineers representative using
available load on the job at that time.
16 -A -28 AUTOMATIC LOAD TRANSFER CONTROL
GENERAL: The complete automatic load transfer control shall
be designed, built and tested by the manufacturer of the
alternator. It shall consist of an Onan Model LTDU - 200 -24X
200 Amps. 277/480 voltage, 3 pole transfer control rated for
continuous duty and for all classes of load including inductive
and non - inductive at 600 volts. The complete automatic load
transfer control shall be warranted for a period of two years
after being placed in service.
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -20
• OPERATION: The Automatic Load Transfer Control shall sense
loss of normal power on any phase and signal the emergency
generating set to start. When the emergency power attains a
minimum of W16 of rated speed and voltage, the Load Transfer
Control will automatically transfer the load to emergency power.
When the normal power is restored, the automatic load transfer
control together with the in phase monitor shall sense this and
retransfer the load from emergency power to normal power, and
signal the emergency source to stop. The operating current
for transfer shall be obtained from the source to which the
load is to be transferred. If the emergency source should mal-
function while furnishing power to the load, the transfer
switch shall automatically disconnect the load from emergency
power to allow restarting the emergency source. The transfer
switch shall be mechanically and electrically interlocked to
positively prevent the load from being simultaneously energized
by normal power and emergency power. Each set of contacts
shall be of the double break design for fast arc suppression.
CONSTRUCTION: The complete automatic load transfer control
shall be enclosed in a NEMA 1 enclosure and contain a swing-
out service panel and a key operated door lock.
ACCESSORIES•
B 105 VOLTAGE SENSING RELAYS - adjustable solid state, designed
to transfer load to standby plant when commercial power
drops below 5 to 20% and retransfer back to line when
commercial voltage reaches 75 to 100% of normal power.
A 39 TIME DELAY ON RETRANSFER - .adjustable 2 -60 minutes to
permit commercial power to stabilize before transferring
load back to normal source.
A 40 TIME DELAY ON STOPPING - adjustable 2 -60 minutes to
allow engine to cool by running emergency set unloaded
for a predetermined period of time.
C 3 AUTOMATIC EXERCISER - automatically start and runs plant
for set periods. 15 minutes increments on a 7 day clock.
0
Ll
C�
SPECIFICATIONS Electrical
Jamboree Road Police Facility 16A -21
G 4 RUNNING TIME METER - to record actual hours of operation
for maintenance.
G 58 AUXILIARY CONTACTS - normaiiy open for signal, pilot
and other circuits.
G 89 NEUTRAL BAR - provide connection of neutral leads.
IN -PHASE MONITOR shall be furnished to insure that auto-
matic transfer between a live normal source and a live
emergency source occurs only when the relative phase
angle between the sources are within: 15 electrical
degrees (at 0.71. frequency deviation) to 30 electrical
degrees (at 1% frequency deviation). This shall be
accomplished without any additional electrical and /or
mechanical interconnections between the transfer switch
and remote de.ficLs (governor, voltage regulator, etc.).
Transfer shall occur regardless of which source is at
the higher frequency and independent of voltage varia-
tions over a range of 70- 110' /0 of normal. The "In-
Phase Monitor" shall be automatically by- passed in the
event of failure of the engine - generator and availabil-
ity of a suitable normal source.
The "In -Phase Monitor" shall be Automatic Switch Company
Accessory #27 or approved equal.
1GA -29 MISCELLANEOUS
Floor boxes shall be shallow boxes to fit into the concrete
floor over the steel decking. Where la" telephone conduits
terminate in these boxes; boxes shall be drilled on bottom
for conduit entry. Boxes shall be Hubbell #B -2529 with #5 -2525
cover and suitable flange for floor material.
Underfloor telephone duct shall be single or dual Walker #2 and
#4 duct with junction boxes, conduit terminators for lo" con-
duits and complete accessories for a complete and operative
system. Service fittings shall be Walker #513 FAL -DPS -G for
120 volt and #501 ALE for Telephone.
In use signs shall be horizontal type Sierra #2219 PL with stain-
less steel plate & 7' watt lamp installed over doors of inter-
view rooms.
SPECIFICATIONS
Jamboree Road Police Facility
• 16A -30 FACILITIES FOR SPECIAL SYSTEMS
Electrical
16A -22
Furnish and install necessary conduit, outlets, electrical
power (normal or emergency;, supports, pull boxes, terminal
cabinets, etc, for special facilities to be installed by the
Owner. The facilities are as follows, but not limited to
those indicated:
1. Jail lock sy3tert
2. Television system
3. Monitor system
4. Alarm system
5. Door release system
6. Communications system
All low voltage and signal system conductors in the fire
rated ceiling above the first floor shall be installed in metal-
lic raceways (EMT), and furnished with pull cords.
16A -31 SPECIAL INSTALLATIONS
• All conduits installed in precast concrete (tilt up) panels
shall be rigid steel galvanized and stubbed out 6" and into the
ceiling cavity in dropped ceiling areas and under ceiling deck
in other areas. Conduit may be run horizontally between out-
lets in a single precast panel with one home run stubbed back
in ceiling for run back to circuit power. All boxes shall be
concrete type deep boxes and shall be set accurately in place
and closed with plastic marker closure before the casting of
the panel. All electrical equipment in these panels shall be
protected against damage during and after pouring of the con-
crete and during lifting into place.
Telephone outlets in stud walls shall be device ring only with
3/4" conduit stubbed into ceiling space on the second floor and
3/4" PVC conduit (1" PVC conduit for 2 outlets) installed under
floor slab to terminal closets on the first floor. All tele-
phone runs installed in fire rated ceiling spaces of the first
floor shall be continuous mettalic conduit (EMT) from outlet
to terminal closet. All outlets indicated "CD" (call director)
shall be with 14" conduit. All outlets in concrete or masonry
walls shall be with deep type galvanized steel boxes. All
telephone conduit risers and conduit runs shall be installed
with pull cords or wires.
•
SPECIFICATIONS
Jamboree Road Police Facility
Electrical
16A -23
Each thermostat shall be conneeteP, to respective air condition-
ing unit on roof with h" conduit terminated at unit with cast
weatherproof junction box and with pull cords.
- END -
•
40
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CITY OF NEWPORT BEACH DRAWN JtzS DATE 3_/0. 69
PUBLIC WORKS DEPARTMENT APPROVE
-T .
ST4NOQ.QD CU,PB 56MOA45 UBIIC WORKS DIRECTOR
R.E. NO
DRAWING NO. STD. -/0/ -L
•
A
044)Ie°oc. oa
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NOTES
L R£1NF0RC11V6 STEEL 51,141 L BE FROM F4CE OF
CONCRETE- UNLESS 0T1.1- EVW16E - -WOWN.
2 RE 1A1A0,C .' /NG STEEL iZW /.L5 /,OE F4CE OF CURB /NLET B45/N
5444LC BE ('UT 4T CENTER OF 00,FN /N6 E BFNT INTO W4145 OF
MCW041MIC CLWNECT/O1V. RE 1NFOFt' 1A6 5TEEL FOR OUJii /DE r4VE
0FC4TCN 6451N P44LL SHALL BE CUT 2 "CLE4R OF OPEN /N6.
3. CONNECT /CW -,;"Z BE GbURED AOMOCIMIC W/TN CURB INLET
7YIE ROUNLL�O 606E OF GY/TLET &Ilene BE COhST,FY/CTED .05
FGY /R /N6 CALCRETE A6A/N5T 4 CUR4ED fUAtf W /TN A ROO /L5 OF3 ?'
4 A-ZMe [K $7kGL•M5W SN4C1 BE 5TEEL - TROWELED TO SP,PIN6 C /NE.
5. CONNECTILWS 5/IAC4 8E COMu,7R6$TED WHEN r
(A) CYP4 I2 "TI/RU 70"/A O/4M6TER, INLET OR OUTLET TNRU
CQONER OF CURB /NLET.
(B) AN6CE A, FOR P1.0E5 24 "TRRU .30 "/N D 141WE1ER, 15 70 °
OR LE46
(C) .01A*-!;, 33 � MOO 79" IN 0 154ME7ER /ML.-70P OUTLET
TL/RU THE 5 /OE W4LL OF U/RB /NL�7.
G. 44L co C,26AF SHALL BE 564- C- 3000
—•. 0 4 G7a /6 -0 C. OR
cL 06ER
64k5
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B
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C
BARS
Of.E
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42"
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75"
:7 '4'
45'
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57
57"
9 %t'
33"
6%4`
03'
/O"
3G"
39"
%t� G
7"
GG'
/O/4"
9'
r
51 —i
2"
CITY OF NEWPORT BEACH DRAWN A.T.M. DATE
PUBLIC WORKS DEPARTMENT rAPPROVED /, -.-
CONNECTION TO CURB INLET
FOR PIPES
12 INCHES THRU 72 INCHES
PUQLIC WORKS DIRE TOR
�J R.E. NO.
DRAWING NO. STD. -303 -4
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