51162 (4)OZL # XO8 03 N NV:)S
3
Z9ZZS
3AV A3NVIS 'N 00601
140949
No.
ASC,4 K.� `�'f�� . Lot No.
APPLICATION FOR BUILDING PERMIT
CITY OF CUPERTINO
Date e2 0Z1 196 6
pplication is hereby made for a permit to
a
to be occupied only as
File Nc
Sanitary
story, Type 'A -
in accordance with (plot Plan, Plans and
Estimated Value of Improvements E dD
0
FEES 1 Plan Check E
Owner —P,/�� Vt' TT Address s?
Contr.
Phone —.A2 *43 - 9 S 02-0 State License
Approved I
APPLICATION FOR ELECTRICAL P IT
OD
Date L' }� 196 � FEES �]'_ -
Contr. z`/ S , �0 i - Address /�t\
Phone State License
Approved
�APPLICATION FOR PLUMBING & GAS P RMIT
Date _LLL 196 GAS FEE $
�1 PLUMBING
FEE $
Contr. _�" t/ > b" Address
Phone -�'� State License
Approved -____/CL
APP ICATION FOR APPLIANCE PERM
Date 'L 196 FEES
C ontr. /��' /r�'r-fie--D Address
Phone - 732
_ t'�1/ Ib State License
Approved
Applicants agree not to violate any of the
Workman's Compensation Laws of the
State of California
aC
FA
sii ev 2.1�
filed herewith„
P
9
RECORD OF INSPECTION APPROVALS
FOUNDATION BUILDING
Date
UNDERFLOO+Rr
FRAME `T' _ at / G
Date �j
LATH & PLASTER
S. Date
FINAL
Do to
.OUTLETS
SWITCHES
RECEPTACLES
FIXTURES
H.P. CHARGE
PERMIT FEE
TOTAL FEES
ELECTRICAL
Inspector
s pe ctor
Inspector
actor
Ins oector
SERVICE SIZ
UNDERGROUND
/rfllilsp.cto,
ROUGH WIRING P v
Date
FINISH WIRING S- 1�1: ��
Inspector
Date
FIXTURES
Inspector
Date
Inspector
Motors
_Ogle (0M
'��
ns pactor
FINAL J '
Date Inspector
PLUMBING & GAS
MAIN DRAIN
I SIZE
I
I MATERIAL
STORM DRAIN
I SIZE
I
L0614TERIAL
WATER SYSTEM SIZE
IA'TERIAL
TOTAL FIXTURES
UNDERGROUND
FIXTURE FEE
PARTIAL ROUGH
Date
Inspector
MAIN DRAIN FEE
ROUGH COMPLETE
Data
Inspector
STORM DRAIN FEE
MAIN DRAIN
Date
Inspector
WATER SYSTEM FEE
GAS PIPING
_
D e
_r
pector
GAS PIPING FEE
'S�
FINAL
"Z
Dote
Inspector
PERMIT FEE
�
MISC
bZ
Date
Inspector
TOTAL FEE
MISC
ware ins pa cror
APPLIANCE
TYPE OF APPLIANCE
UNITS
FEE
TYPE OF APPLIANCE
UNITS
FEE
CIRCULATING HEATERS
REGISTERS
BLOWER FURNACES
COMBUSTION VENT
SUSPENDED UNIT
o2.
MISC
GAS RANGE
MISC
GAS DRYER
PER T FEE
y c�
FLOOR FURNACE
I TO FEE
i
INSPECTED 1 o y O -b 6 T"wj`-r
Date Inspector
/O 0
No.
Street
APPLICATION FOR BUILDING PERMIT
CITY OF CUPERTINO
Date 196
Application is hereby made for a permit to
a
to be occupied only as
Lot No.
File Na.fe!L 1
Sanitary N
J
story, Type
in accordance with Plot Plan, Plans and Specification filed herewith,
Estimated Value of Improvements $
FEES Plan Check $
Owner (Lsl./ -K G Address
Cantr• Address
Phone State License
Approved _
APPLICATION FOR ELECTRICAL PERMIT
j oa
Date 2. 196 FEES ✓y r' �%yr
Contr.shydryQrs•rr�N T
Phona L State License —j'7 c1t
Do to
Approved
APPLICATION FOR PLUMBING & GAS PERMIT
196 GAS FEE $
PLUMBING FEE $
Contr..
Address
Phone''
State License
Approved
APPLICATION FOR APPLIANCE PERMIT
Date
196 FEES
Contr.
-Address
Phone
State License
Approved
Applicants agree not to violate any of the
Workman's Compensation Laws of the
State of California
E
RECORD OF INSPECTION APPROVALS
FOUNDATION
BUILDING
Dote
Inspector
UNDERFLOOR
Inspector
Date
FRAME
Date
Inspector
LATH & PLASTER
Inspector
Date
FINAL
Date
Ins oe ctor
ELECTRICAL
OUTLETS
SWITCHES
ECEPTACLES
1 OF IXTURE
/
00
CHARGE
,
PERMIT FEE
TOTAL FEES
SERVICE SIZE
UNDERGROUND
Date
Inspector
ROUGH WIRING
Date
Inspector
FINISH WIRING
Date
Inspector
FIXTURES
Date
Inspector
Motors
`.�
Da
s ector
FINAL
Date Inspector
PLUMBING & GAS
MAIN DRAIN -
SIZE
I MATERIAL
STORM DRAIN
SIZE
LiaTERIAL
WATER SYSTEM SIZE
IIERIAL
TOTAL FIXTURES
UNDERGROUND
FIXTURE FEE
PARTIAL ROUGH
MAIN DRAIN FEE
Date
ROUGH COMPLETE
Inspector
STORM DRAIN FEE
Date
MAIN DRAIN
Inspector
WATER SYSTEM FEE
Date
GAS PIPING
Inspector
GAS PIPING FEE
Date
FINAL
Inspector
PERMIT FEE
Date
MISC
Inspector
TOTAL FEE
Date
MISC
Inspector
vote Inspector I
APPLIANCE
TYPE OF APPLIANCE
UNITS
FEE
TYPE OF APPLIANCE
UNITS
FEE
CIRCULATING HEATERS
REGISTERS
BLOWER FURNACES
COMBUSTION VENT
SUSPENDED UNIT
MISC
GAS RANGE
MISC
GAS DRYER
PERMIT FEE
FLOOR FURNACE
TOTAL FEE
INSPECTED
Inspector
Lot No.
No. Street
APPLICATION FOR BUILDING PERMIT
CITY OF CUPERTINO
Do to 3-1-3 196 _f
Applic 1 ereby ade fora p rmitltt
to be occupied only as
in accordance with plot Plan, Plans
FEE$
Ov, ne r
C ontr.
Phone
Estimated Value of Improvements $
i
7 • �� Plan Check $
VAal Address
t ,Address
r
State Lic
Approved
Sanitary No.
File No.
Type
Specification filed herewith,
a
APPLICATION FOR ELECTRICAL PERMIT
Date
196 FEE$
Contr.
Address
Phone
State License
Approved
APPLICATION FOR PLUMBING & GAS PERMIT
Date
196 GAS FEE $
PLUMBING FEE $
Contr.
Address
Phone
State License
Approved
APPLICATION FOR APPLIANCE PERMIT
Date
196 FEES
Contr.
Address
Phone
State License
Approved
Applicants agree not
to violate any of the
Worhman's Compensation Laws of the
State of California
RECORD OF INSPECTION APPROVALS
PAD FINAL
FOUNDATION
UNDERFLOOR
FRAME
LATH & PLASTER
GRADING FINAL
FINAL BLDG.
BUILDING
DATE INSPECTOR MISC.
ELECTRICAL
nnTn/1 INSPECTOR MISC.
UNDERGROUND ROUGH
ROUGH WIRING
FINISHED WIRING
FIXTURES
MOTORS
FINAL
1
1
PLUMBING, GAS & APPLIANCE .
DATE INSPECTOR MISC.
BACK FLOW REQ.
SANITARY NO.
UNDERGROUND ROUGH
PARTIAL ROUGH
ROUGH COMPLETE
MAIN DRAIN
FINAL PLBG.
FINAL GAS
FINAL APPLIANCE
DATE INSPECTOR MISC.
MI
D 0O
No.
Street
CITY OF CUPERTINO
APPLICATION FOR BUILDING PERMIT
Son itary
Dote 19 7'?J
Application is hereby made for a permit to
n
to be occupied only as
Lot No.
File No.
story, Type
in accordance with Plot Plan, Plansh and Specification filed herewit
Estimated Value of Improvements $ 3Z �� Q
P p o
FEES _f0 dF //-�- Plan CheckGS/
Owner �c+--c---t./iddress O b F/a, 3AJ- off- J1/
a c
Contr, Address
/ s(T
Phone d6 �%�' / %a- % State License
Approved
APPLICATION FOR ELECTRICAL PERMIT
Date 19 FEE$
Contr. Address
Phone State License
Approved
APPLICATION FOR PLUMBING & GAS PERMIT
Dote 19 /-2 GAS FEE $
PLUMBING FEE $
Contr. C' /%�O' Address E0 O
Phone 3 -7 / — 3a/to State License .27
Approved
APPLICATION FOR APPLIAN E PERMIT
Date 19 FEE$
Contr,
Phone
Address
State License
Approved
Applicants agree not to violate any of the
Workmen's Compensation Laws of the
State of CaIliforn in
P D-1
RECORD OF INSPECTION APPROVALS
I
PAD FINAL
FOUNDATII
UNDERFLO
FRAME _
LATH & PL
GRADING F
FINAL BLD
BUILDING
DATE INSPECTOR MISC.
n
imI
A 2'
II
/!
�L
W,
�E}Titr�i!'li!�I
ELECTRICAL
DATE INSPECTOR MISC.
UNDERGROUND ROUGH
ROUGH WIRING
FINISHED WIRING
FIXTURES
MOTORS'
FINAL
BACK FLOW RE Q.
SANITARY NO.
UNDERGROUND ROUGH
PARTIAL ROUGH
ROUGH COMPLETE
MAIN DRAIN
FINAL PLBG.
FINAL GAS
FINAL APPLIANCE
PLUMBING, GAS & APPLIANCE
DATE INSPECTOR MISC.
'_CTOR MISC.
- S-- s �? -- 7 z
_T
&OF CiIFER►M Street Lot No.
CITY OF CUPERTINO
JAN 14 190PLICATION FOR BUILDING PERMIT
Sanitary No.
Permit No.
cat _
Appliion is hereby made for a permit to Cd.Lti7�L/G7",r�/y
a story, Type(3) /M 1 iwV �di++e•
to be occupied only as F � !:�04, in accordance with
Plans, Specifications and Plot -Plan tiled herewith. PI Ck Fee _' _4y_*
Estimated Value of Improvements, Se�/i eQ� Fee $ /� doe_
-30
It is hereby agreed that the requirements of the Cupertino Building and L m Ordinances and
all other laws applicable to the construction, location, and use of buildings within the City of
Cupertino will be complied with. .�
Owner _'W
B c
y
Phone Zy�/ _ % Z 7
State License /3 ff94'q_
Address&-sa4w .Plop J%
Address e5yy4;,
Approved 'p'•
wilding Inspector
10900 PI. Blaney Ave LOT NO.
NO. STREET
CITY OF CUPERTINO VAL. 3 , 000
CAP.
i a APPLICATION FOR BUILDING PERMIT FEE 50
z Dot. C=Pd2TIN0 19__ Building Per. No. _
it U- Sanitary Per. No.
3 V Appl�icotiiknjs J@eby made for a permit to Install Fire Sprinklers
= O a story, T pe Structure
x
LLO - to be occupied on y as in accordance with
a
Z w
Plans, Specifications and Plot -Plan filed herewith.
Estimated Value of Improvements, $ 3, 000
LL
O
PI Ck Fee $ 15.6o
O
It is hereby agreed that the requirements of the
v,
Cupertino Building and Zoning Ordinances and all
Fee $ 24.00
p a
other laws applicable to the construction, location, and
Z
use of buildings within the City of Cupertino will be
Total Fee $
ZO
complied with.
310
— a
Pacific Gas & Electric
w w
Q�o
F
_
OWNER PHONE
Orvin Engineer1 3235
ADDRESS
Kifer Rd. S.C.
—
CONTR. OR AGENT
ADDRESS
PHONE STATE LICENSE
BUILDING INSPECTOR
__
r - —
LOT NO.
♦♦♦ NO. STRF.EI'
CITY OF CUPERTINO
€ITTt Vof euPaatyXppLICATION FOR PLUMBING PERMIT
M{11�y 1 Sanitary No.
Uate��U pp��/- 19 _ Permit No �// G y
P A I _P Pee $ /0
Application is hereby made to the City of Cupertino for a permit to install plumbing
pipes and/or fixtures listed on the reverse side hereof, and agrees to install said prices
and/or fixtures in accordance with the provisions of the Plumbing Code of the City of
Cupertino, and all other laws applicable thereto.
Use of Premises ���% _ /=
Owner_ V!T'la,
uy
CONTRACTOR,AGENT
Phone �J`z�ulri
State License
Address �lj�rJii�.'S%Y/ 'SL9tii�/
Address // ij ✓�U r �f�j/ �(
Approved b
PLUMBING INSPECTOR V
00 INC. Clime
NO. STREET LOT NO.
APPLICATION FOR ELECTRICAL PERMIT
,; '.:. CITY OF CUP17RTINO
Date Ifni " - 1 %— 190—' Permit No. _
Fee S /O, 9S�
Application is hereby made to the City of Cupertino for a permit to install electrical
wiring and/or fixtures as listed on the reverse side hereof, and agrees to install said
wiring and/or fixtures in accordance with the provisions of the Electrical Code of the
City of Cupertino, and all other !aws applicable thereto.
Use of Premisesd�7�/./Q/
Owner Address
By Address 7JJ,90'4&fAaAC4tw-,
CONTRACTOR, GF.NT
Approved _.
Phone: 7:3% -' 9�� \_ ELECTRICAL INSPECTOR
II /
State License' /'77 ems- /
BRYANT CO., INC.
3229 San Leandro Street, Oakland, Ca. 94601
(415) 533-4944
Mr. Angelo Leber
City of Cupertino
Building Official
10300 Torre Avenue
Cupertino, California 95127
Dear Mr. Leber:
Subsidiary of J. H. Bryant Co., Inc.
Serving the Western Maintenance Market
For Over 40 Years
June 25, 1979
Re: Permit Request
Per our recent phone conversation, I am requesting a building
permit to resaturane the roofs at the PG 6 E facility at
10860 N. Blaney Avenue. We will be removing approximately 400
Pounds per square of gravel from the roof before we begin. We
will then apply approximately 7 gallons per square of resaturant
(about 8 pounds per gallon) and 450 pounds per square of new
gravel. Total added weight will be approximately 100 pounds.
Enclosed is a check for $60.00 per your instructions. Please
send the permit to:
The Bryant Co., Inc.
P.O. Box 24081
Oakland, California 94623.
Sincerely, }
Robert M. Kapci
Sales Manager
BLDG. IN PC:;ii i ::-r-1-I1iENT
CITY 0r CUPERTINO
Gardena (213) 770-0155 • Riverside (714) 682-0194 • Carmichael (916) 443-7792
San Diego (714) 297-0505 • Fresno (209) 266-1902 • Huntington Beach (714) 994.5180
19alf
Sped&Adm No. 6836 R-1
d. X No, 158590
SPECIFICATIONS
For
REMODELING
BUILDINGS
AT
CUPERTINO SERVICE CENTER
PACIFIC GAS AND ELECTRIC COMPANY
SAN "ANCISCO. CALIFORNIA
Comprising
Specific Conditions
General Conditions
Contract Form
Form of Proposal
Prepared By
Department of Engineering
APPROVED BY: E.V. Noe/ATL (TNY/BCS)
F.F. Mautz (EJR/JAC)
BIDDER -SIGN HERE To INDICATE
THIS HAS BEEN USED IN PREPARING PROPOSAL
SIGNATURE ..........................
DATE.....................................
DATE: December 28, 1965
6836
i
T V T C V
SPECIFIC CONDITIONS
SECTIONS No. of Pages
1.
Scope of Work
4
2.
Excavation
2
3.
Concrete
2
4.
Carpentry
5
5.
Finish Hardware
4
6.
Metal Work
3
7.
Painting
4
8.
Electrical
4
9.
Heating and Ventilating
4
10.
Piumbing
3
GENERAL CONDITIONS (Including index page ii) 6
CONTRACT FORM I
PROPOSAL FORM 2
i
SPECIFIC CONDITIONS
SECTION 1
SCOPE OF WORK
1.0 .OUTLINE OF.WORK AND GENERAL
6836
Scope
1-1
1.1 This Specification covers remodeling. Equipment Storage Building
and Acetylene Storage Building at Company's Cupertino Service Center. The
existing Acetylene Storage Building is to be made into a Tool Storage
Building.
1.2 Locations The work site is located on Blaney Avenue near
Homestead Road, Cupertino, California.
1.3 Informations For information pertaining to the Specification
and drawings and for an appointment to visit the work site, Bidders shall
contact Company's Representative in Charge, the Constructor
Mr. G. C. Grubb
124 Beale Street
San Francisco, California 94106
Phoney 781-4211
1.4 Generals The work shall comply with the requirements of the
Specific and General Conditions of this Specification and the accompanying
drawings, and shall include the furnishing of all labor, materials, tools,
equipment, and facilities required therefor. .Work specifically excluded
is listed under Paragraph 1.5. .All work necessary to make a complete
installation ready for use or operation shall be performed and considered
as included in the prices quoted for work hereunder, whether or not
specifically classified for payment under any of the items of the Proposal
Form.
1.5 Work Excluded:_ The following work is not a part of the work
hereunder:
1.51 Any work shown as "Existing."
1.52 Any work shown as "N.I.C."
1.53 Furnishing finish hardware for hinged doors only
1.6 Drawings
work hereunder:
Drawing
No.
424661
424662
424663
424664
6836
Scope
1-2
The following drawings are an integral part of the
Change Description
2.0 CONSTRUCTION FACILITIES
2 Plan, Elevations, Sections and Site Plan
2 Foundation Plan and Miscellaneous Details
2 Plan, Elevations, Sections and Details
1 Heating and Electrical
aurad2 d .Water.: Company will furnish necessary water for the work here-
aunder:,cat,.no:.cost to Contractor. When Bidder visits the work site,
Constructor will indicate the 'points of connection for the water supply.
Flow will be limited to capacity of existing facilities.
2.2 Power: Company will furnish electrical power required at
existing voltage, single-phase, at no cost to Contractor. Power will be
provided by Company at the nearest suitable existing electrical outlet or
other, source. All temporary or portable wiring beyond the outlet or other
£source..shalltbetfurnished and installed by, and at, sole expense of
Oontjractora�.Such work shall comply with the prevailing Codes and standards.
2.3 Sanitary Facilities: Contractor will be permitted to use
existing sanitary facilities at the work site, subject to such conditions
as may be imposed by Constructor.
3.0 GENERAL
3.1 Breakdown of Contract Price for Company's Accounting Purposes:
Before final payment is made, Contractor shall submit to Constructor (for
Engineer) an accurate breakdown of the contract price showing Contractor's
lump -sum amount for each building or structure including any additions or
deductions. Final payment will be withheld until the breakdown is submitted.
3.2 Information with Proposal: Bidder is requested to submit with the
Proposal the names and addresses of all proposed subcontractors.
6836
Scope
1-3
4.0 ,CONDUCT OF WORK
4.1 Protection to Property: During performance of the work, the care
and protection of existing work, Company's equipment, or adjacent areas
shall remain with Contractor and any damage thereto shall be repaired at
sole expense'of Contractor.
4.2 .Access: Equipment, tools, or material shall be transported to
and from the property during regular working hours unless otherwise permitted
by Constructor.
4.3 Storage: Equipment, tools or material may be stored on Company's
property in locations designated by Constructor.
.4.4 Salvage of Materials: Contractor may salvage and re -use any
existing material which is to be removed hereunder, provided such material
is.reconditioned and is approved by Constructor. Existing work, which is
removed and not required for re -use, or not required to be returned to
Company, will become Contractor's property and shall be removed from the
work site.
5.0 GENERAL CONSTRUCTION REQUIREMENTS
5.1 Materials and Finish: Contractor shall as nearly as practicable,
match the present work as to type of construction, quality and type of .
material used, and the finish thereof, except where otherwise specified.
Any existing work that is to be removed and reinstalled and which is
damaged by Contractor beyond satisfactory repair shall be replaced with
new material and workmanship of equal quality.
.5.2 Obstructions: Contractor shall remove all existing obstructions
to the work except where otherwise directed by Constructor.
5.3 Patching: Contractor shall patch or repair all floors, walls,
and ceilings in areas to be remodeled hereunder. Materials and finish used
in patching and repair shall match the existing work insofar as possible.
Joints between old and new work shall be made as inconspicuous as possible,
5.4 Openings: Contractor shall construct all openings in walls and
floors that are necessary for electrical, mechanical and other work included
in -the contract. Openings occurring from removal of obstructions or from
relocated work shall be patched -up and made to appear as inconspicuous as
possible. Care shall be taken in cutting existing concrete, and masonry or
other materials to avoid damage to a larger area than necessary. Cuts
shall be made with an abrasive saw and where the thickness of the material
is greater than 3/4-inch the surface shall be scored to obtain a straight
cut. Unnecessary cutting or damage will not be tolerated.
6836
Scope
1-4
5.5 Braces and Supports: Prior to the removal of any structural
component of the existingbuilding, adequatetemporary braces or supports
shall be installed as necessary.
5.6 Alignment and Plumbnesso The alignment and plumbness of existing
walls and columns shall be checked in areas to receive new furring and
Constructor shallbe informed on any inaccuracy. All new furring shall be
constructed square, plumb and in accurate alignment.
5.7 Cleaning, Surfaces: Upon completion of the work, Contractor shall
remove.debris, spatterings of paint, mortar, or other material from.surfaces
of floors, walls, windows, and.ceilings. All floors shall be left broom
.clean and all glass shall be washed.
6.0 .SUBSTITUTIONS
6.1 Proposed Substitutions: The proposal shall be based upon furnish-
ing of materials and constructing the work in compliance with Company's
Specification and drawings. However, a Bidder may (1) propose asubstitu-
tion, for approval by the Engineer, at least five days before bid -due -date,
or (2) for any other proposed substitution, submit with his Proposal on.the
bid -due -date the following items for acceptance or rejection by the Engineer!
6.11 A detailed specification covering the proposed substitution
6.12 A.summary statement which sets forth the features of the
substitution which differ from. Company's Specification.
6.13 An alternate proposal indicating the increase or decrease
in the bid price to account for the substitution.
6.2 Award of Contract: ,Substitutions will not be allowed after the
Award of Contract.
6.3 Responsibility.of Contractor: Contractor shall be solely respon-
sible for any required design changes or added installation expense resulting
from any approved substitutions.
SECTION 2
EXCAVATION
1.0 .SCOPE AND GENERAL
6836
Excavation
2-1
1.1 Scope: The work under this.Section shall comprise complete
• performance of all excavation, backfill and paving restoration for struc-
tures and yard trenching, all as shown on the drawings and specified herein.
1.2 General: Existing paving removed (or damaged) as a result of
excavation work or other work shall be replaced with new equivalent paving.
2.0 EXCAVATION FOR.STRUCTURES
General: Excavation shall be made to the depths, dimensions and grade
lines necessary to construct the work as shown on the drawings.
3.0 .BACKFILL
3.1 General: Backfill material shall contain no loam adobe, vege-
table matter or other material subject to excessive swelling and shrinkage.
3.2 Backfill: Backfill for structures and trenches shall be placed
and compacted to the required grade. Minimum relative densities shall be
95 percent of maximum density.
4.0 DISPOSAL OF SPOIL
4.1 General: Debris and excess spoil from earthwork operations will
become Contractor's property and shall be disposed of away from. the work
site.
4.2 Combustible material shall not be burned at the work site.
6836
Excavation
. 2-2
5.0 .REPAIR OF PAVING
Asphalt paving shall be neatly and evenly cut to facilitate the founda-
tion and trenching work. Surfaces and backfill to receive asphalt concrete
shall be primed with liquid asphalt Grade SC-70 at the rate of not less
.than 1/4-gallon per square yard. The primer shall be at a temperature of
125 to 200°F. Asphalt concrete shall be Type B Asphalt Concrete in accord-
ance with Section 39, California Division of Highways Standard Specification
dated January 1960. Asphalt concrete final surface shall be slightly
"humped" to allow for traffic compaction. The final finished pavement shall
be level with adjacent paving. .Asphalt concrete surfaces adjacent to struc-
tures shall be sloped to drain water away from the structures.
6836
Concrete
3-1
SECTION 3
CONCRETE WORK
1.0 SCOPE AND GENERAL
1.1 Scope: The work hereunder comprises the complete performance of
all concrete work as shown on the drawings and specified herein. Concrete
may be ready -mixed. Ready -mixed concrete shall conform with the specifica-
tions of ASTM Designation C94.
2.0 MATERIALS AND WORKMANSHIP
2.1 Forms in contact with concrete shall produce a smooth concrete
finish. Large form panels shall be used. The panel pattern shall be
symmetrical. Unexposed surfaces may be smooth or rough.
2.2 Reinforcing bars shall be deformed and free from any material
or coatings that would reduce bond. End -laps of bars shall be a minimum
of 30 diameters.
2.3 Strength: Concrete shall have a minimum compressive strength
of 2,000 psi compressive strength at 28 days.
2.4 Materials for Concrete: Cement shall be fresh and shall be a
standard brand. Aggregate shall be clean, sound, well graded and free
from injurious substances. Water shall be fresh and clean.
2.5 Cement Content: A sufficient quantity of cement shall be used
in the concrete to obtain plasticity and workability. In no case, how-
ever, shall the amount of cement per cubic yard of mixed concrete be
less than five sacks (cubic feet).
2.6 Slump of concrete shall be as low as practicable to produce a
dense well consolidated concrete and shall not exceed 4 inches unless
otherwise authorized by Company's Representative in Charge. For concrete
slabs on grade, slump shall not exceed 3 inches.
2.7 Placing: Concrete shall be compacted as placed until it is
free from cavities and has obtained a practicable maximum consolidation.
6836
Concrete
3-2
2.8 Finish: Unformed interior surfaces shall be steel troweled to
a smooth, dense surface. Unformed exterior surfaces shall be floated
level and steel troweled, and where subject to foot traffic, shall be
medium-broomed.to obtain a non-skid surface, .Surfaces shall be sloped
for drainage as required. An edging tool shall be used on horizontal
edges.
2.9 Curing Surfaces shall be kept continually moist for a period
of not less than 7 days by a liquid membrane of coating which contains
no wax or other material that would prevent proper bonding of paint.
SECTION 4
CARPENTRY AND MILLWORK
1.0 ,GENERAL
6836
Carpentry
4-1
1.1 Scope: The work under this.Section-comprises furnishing and
installing carpentry and millwork, rough hardware, and priming of exterior
millwork, all as shown on.the drawings and specified herein.
.1.2 Finish hardware is specified under the Finish Hardware Paragraph
herein.
2.0 .MATERIALS — LUMBER AND MILLWORK
2.1 General: Lumber and millwork shall be new, dry, and thoroughly
seasoned. Millwork shall be kiln dried, surfaced and mill sanded. Framing
not exposed to view shall be sized or surfaced as required by the particular
construction requirements. Framing exposed to view shall be surfaced.
Moisture content shall not exceed 14 percent.
2.2 Species, Grades and Standards: Lumber and millwork items shall
be the following species and shall conform to the current applicable
grading.rules, such as; Douglas Fir (WCLA), Ponderosa Pine (WPA), Douglas
Fir Plywood (APA), and Redwood (CRA).
Item
Species
Grade
Framing lumber, blocking, Douglas Fir Construction, 1500-f
door -bucks, studs, posts,
planks, and any other lumber
required unless otherwise
specified.
Sills and plates in contact Redwood Foundation Grade
with concrete on ground grade.
Plywood Douglas Fir Exterior, Textured and
B Grade
Any interior millwork
Any exterior trim
Board and Batt
Douglas Fir B and Better
Redwood A Grade
Redwood S4S A Grade
Item
Plywood
Doorframes (jambs and head)
6836
Carpentry
4-2
Species Grade
Douglas Fir A Grade on exposed sur-
faces. Exterior grade.
Douglas Fir B and Better
NOTE: Items of millwork or lumber required for the work and not
listed or indicated by the drawings shall be of a species,
grade and quality corresponding to items listed.
3.0 OTHER MATERIALS
3.1 Nails:
3.11 Nails for securing. exterior lumber and millwork shall be
galvanized or non-ferrous metal.
3.12 Nails for securing plywood sheathing shall be cement
coated of size and penetration conforming with standard practice or
U.S.G. Phillip's Head.
3.2 Louvers (except for air conditioning) shall be of type and manu-
facture shown on the drawings.
3.3 Screens shall be galvanized and shall be 16- by 16-mesh.
3.4 Built -Up Rubber Bumpers for the loading dock shall be Dock Bumper
No. 507 rubber size 10- by 14-inch type, (Golden State Mat Manufacturing
Company, 752 Folsom, San Francisco).
4.0 WORKMANSHIP
4.1 Cutting and Fitting: All members shall be accurately cut, fitted
and installed in proper position and alignment to obtain the strongest
results. Joints shall be made tight and have full -bearing without the use
of shims or wedges.
4.2 Joints: In exposed work, joint lines shall be made accurate and
inconspicuous. Finish work shall be scribed and coped to irregular surfaces
with mitered joints at angles.
J
6836
Carpentry
4-3
4.3 Nailing: All work shall be nailed to solid backing.in a manner
to obtainstrongest results and to develop adequate strength in all connec-
tions. Proper size nails shall be used for each condition as determined
by the nailing.s,chedule shown on the drawings or the applicable building
code. For all millwork, casing nails shall be used with head set.
4.4 Studs and Plates: Triple studs shall be used at corners. Double
members shall be at heads of openings.. Cripples shall be installed at
openings and shall run to the floor.
4.5 Blocking: ,Contractor shall install all blocking, backing, and
nailingstrips, required for proper installation of work and to accommodate
the work of other trades. Recesses, supports, and blocking for plumbing
and electrical work shall be framed and installed as necessary.
4.6 Finish Hardware: All finish hardware shall be installed in
accordance with manufacturer's instructions.
4.7 Priming: .All surfaces of exterior millwork and trim not metal
covered shall be face and back -primed. All surfaces installed against
masonry concrete or inaccessible after installation shall be primed before
installation.
5.0 TERMITE PROOFING
5.1 General: .All foundation sills and framing lumber within a
distance of 12 inches from any foundation concrete to which it is directly
or indirectly connected shall be treated with the following material:
5.11 "Wood Life," a pentachlorophenal type preservative distrib-
uted by Brockman Company, 2833 Third Street, San Francisco, California
and the Diamond Match Company. This material shall be applied in
accordance with manufacturer's directions, except as follows: If
brush applied, the coverage rate shall not exceed 150 square feet per
gallon. If dipped, the rate of application shall not be less.than
7 gallons per 1,000 board feet.
6.0 PLYWOOD SHEATHING
Where size is not shown, sheets as large as possible shall be used.
Joints shall be straight. Patchwork appearance shall be avoided. Solid
blocking shall be provided for nailing. Joints shall be butted and neatly
fitted. Nails shall be not more than 6 inches apart at edges and field -
nail at 12 inches.
6836
Carpentry
4-4
7.0 ROUGH HARDWARE
Contractor shall furnish and install all nails, bolts, screws, anchors,
and other fastenings required for the proper installation of the work. All
wood holes for bolts shall be drilled 1/32-inch larger than the bolt.
8.0 WOOD DOORS
8.1 Scope: The work under this Paragraph comprises furnishing and
installing of all wood doors and appurtenances as specified herein and
shown on the drawings.
8.2 Finish Hardware including door clearances and hardware mounting
heights is specified under its respective Section.
8.3 Painting is specified under its respective Section.
8.4 Wood Frames are specified under the Carpentry and Millwork
Section.
8.5 Requirements: Wood doors shall be the exterior type, five-ply
standard flush veneered doors as manufactured by the Weyerhaeuser Company.
Local distributor: Weyerhaeuser Company, 925 Toland Street, San Francisco,
California 94124. The doors shall be identified by the red, white and blue
dowel carrying a two-year guarantee bond. The certificate shall be
submitted to Constructor. The finish shall be rotary natural birch.
8.6 Protection and Finish:
8.61 Protection: The edge surfaces of the light and louver
openings including the bottom of the doors, shall be thoroughly impreg-
nated with a wood preservative. A 28 gauge aluminum moisture protective
strip.shall be installed along the bottom edge of any exterior doors
and at bottom edge of the glazing or louver surfaces.
8.62 Finish: The doors shall receive one full coat of shellac
on all surfaces including sides and ends, prior.to delivery to the
work site. Any additional painting shall be as specified under the
Painting Section.
8.7 Installation: The doors, when installed, shall be free from
warp and shall operate freely without binding.
6836
Carpentry
4-5
9.0 DOORS AND HARDWARE
The hollow metal sliding doors and finish hardware, therefore, shall
be Richards -Wilcox Mfg. Company's products as follows:
9.1 Doors - 647 "Fyer-Ward."
9.2 Hardware - shall be of the type and sizeshownon the drawings
and shall include end stops, flush pulls and/or bow handles, stay rollers,
guide roll strips, and suitable locking device.
SECTION 5
FINISH HARDWARE
1.0 SCOPE.AND GENERAL
6836
Finish Hardware
5-1
1.1 Scope: The work under this Section, as specified herein and as
shown on the drawings, comprises:
1.11 Company will furnish and Contractor shall install all hard-
ware shown on the drawings for swinging doors, except as otherwise
specified under Paragraph 1.2 of this Section.
1.12 Contractor shall furnish and install all other hardware
shown on the drawings.
1.13 Contractor may be required to furnish and install certain
items of hardware not specified herein or shown on the drawings. In
this event Contractor will be paid for in accordance with the provi-
sions of Paragraph 7.0 of the General Conditions.
1.2 Related Work Under Other Sections:
1.21 Sliding hollow metal doors including hardware is specified
under its respective Section.
1.3 Specific Requirements: The hardware shall be installed in
accordance with manufacturer's instruction.
2.0 ,GENERAL
2.1 Door Clearances and Hardware Mounting Heights: The door clear-
ances and hardware mounting heights shall be as follows:
2.11 Door Clearances: The door clearances shall be in relation
to its frame, unless otherwise specified.
2.111 Hinges side: 1/8-inch clearance.
2.112 Top, lock side and above threshold: 1/8-inch clear-
ance.
.2.113 Above finish floor without threshold: 3/8-inch
clearance.
6836
Finish Hardware
5-2
2.12 Hardware Mounting Heights: The following mounting heights
shall be measured from finish floor to centerline of the item:
Item
2.121 Door knob
Mounting Height
3'-4 11/16"
2.122 Door Butt Hinges: The top�of.the top butt hinge
shall be set 1 4-inches from the top of the frame opening.and
the bottom of the bottom butt hinge.shall be 10 5/8-inches from
,.the finish floor. The third butt hinge shall be centered between
the top and the bottom hinges.
.2.2 Keying: Keying as specified in the Keying Schedule will be
performed by Company as follows:
2.21 Keyinge Key different cylinders shall be furnished with
three (3).keys each. Cylinders keyed alike in any group shall be
furnished with one (1) key for each lock, with at least three (3).keys
for each key group. Cylinders in locks shall be keyed as indicated
under the Finish Hardware and Keying Schedule.
2.22 Master Keying: Masterkeying shall be performed at the
factory of the lock manufacturer who shall deliver three (3) grand
masterkeys, by registered mail, to the Constructor.
2.23 Tags, properly numbered or otherwise identified, shall be
provided on key for each lock.
3.0 SYMBOLS AND NOTES
3.1 Symbols and notes specified under Paragraphs 3.3 and 3.4 following,
designate the type of hardware, the manufacturer and his catalog number.
The required hardware is designated by these symbols and notes in the Finish
Hardware and Keying Schedule under Paragraph 4.0 following.
3.2 Finish of the aluminum items specified herein shall be given the
anodic oxide treatment in accordance with Alcoa,Specification "Alumilite'.'
204 Al R1 (30 minutes). Rough hardware for anchoring the aluminum items
shall be stainless steel.
3.3 Symbol Description PG&E Code No.
Corbin Locksets
Ll 830-451 US32D 17-0094
Corbin Latchsets
L10 830-410 US32D 17-0095
Symbol Description
6836
Finish Hardware
5-3
PG&E Code No.
McKinney Butt Hinges
B1 A 2731 CD 5" x 4'k"
B2 A 2731.CD 4k" x 42" 17-0098
RuCraft Door Sto
S1 2426X US26D
S2 2426 US26D
Pemko Thresholds and Rain Dri
T1 138A x 36" long and 17-0099
345A x 36" long
3.h Notes (1) See Section 4 - Paragraph 9.0 Doors and Hardware.
4. -
1-23-61 Finish Hardware
DOORS AND FRAMES; HARDWARE AND KEYIW SCHEDULES
DOORS AND FRAMES
FINISH HARDWARE & KEYING
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SECTION 6
METALWORK
1.0 ,SCOPE AND GENERAL
6836
Metal Work
6-1
1.1 Scope: The work under this.Section comprises furnishing and
installation of all sheet metal and miscellaneous metal work including
fastenings therefor as specified herein and shown on the drawings.
2.0 SHEET METAL MATERIALS
2.1 General: The materials shall be as follows, unless otherwise
shown on the drawings.
2.11 Galvanized steel sheets shall be a minimum of 24 gauge and
shall conform to the Specification of ASTM Designation A-93, Commercial
Coating Class 1.25 ounce per square foot.
i... Z.'112 All bolts or fastenings shall be either galvanized or com-
posed of non-ferrous metal.
2.13 Sheet lead shall weigh 4 pounds per square foot.
2.14 Solder shall be composed of one -part tin and one -part lead
and shall conform to the Specification of ASTM Designation B32, Alloy
Grade 50A.
3.0 FABRICATION AND INSTALLATION OF SHEET METAL
3.1 General: .Sheet metal items shall be fabricated and installed
accurately and neatly in accordance with the best accepted practice of
the trade. All metal surfaces shall be straight and ture, and shall be
either flat or molded as shown on the drawings. Joints shall be made
watertight and free from defects. Any exposed edges of metal shall be
beaded for appearance and strength. No raw edges shall be left exposed.
3.2 Soldering: Soldering shall be performed slowly with well -heated
heavy coppers. Seams shall be thoroughly heated then completely filled with
solder. .Where acid is used as a flux, the excess material after soldering
shall be thoroughly neutralized with a suitable base, rinsed with clear
water, and wiped dry. Any work which shows signs of injurious burning due
to the use of acid will not be accepted.
6836
Metal Work
6-2
4.0 .FLASHINGS
4.1 General: Flashing shall be provided at all points required to
make the structure weathertight. .All flashing joints shall be lapped at
least 4 inches and shall flash a sufficient distance to provide weather -
tightness.
4.2 Pipes: .Pipes passing through.roofs shall be flashed with pipe
flashing. The flashing shall be properly flanged and shall flash under
and over roofing at Least 6 inches or between layers or built-up roofing.
.4.3 Other Pipes: Vent and flue pipes shall be counterflashed with
sheet lead which is neatly formed around and over the top of pipe flashing.
5.0 ,GAS VENTS
5.1 General: .All gas heating units shall be properly vented in
accordance with applicable local code requirements and manufacturer's
instructions. At locations where vent pipes pass through the roof, an
approved thimble shall be provided. Vent pipes shall be supported and
secured to adjacent framing members.
5.2 Type: All gas -type heating units shall be provided with Metal-
bestos Gas Vent pipe including fittings as manufactured by Williams -Wallace
Company, 160 Hooper Street, San Francisco, California. Size and shape of
vent pipe (including fittings) shall be determined by the vent size of the
fixture and the type of installation. Vent pipe shall be provided with
adjustable round roof (lashings and capped with a "QC" type Belmont top.
6.0 .MISCELLANEOUS METAL WORK
6.1 Materials shall be as follows
6.11 Steel shall conform to the Specification of ASTM Designation
A7 or A36. .All steel shall be rolled from domestically produced ingots.
All exterior steel shall be galvanized.
6.12 Anchors shall be "Sebco," "Star," "Cinch -Anchors," "Compounded
Slug -In Anchors."
6.13 Pipe shall be standard weight conforming to the Specification
of ASTM Designation.A120 or ASTM Designation A53, Type E or S, Grade B.
6836
Metal Work
6-3
6.2 Fabrication and Installation shall comply with applicable require-
ments of the -"Specification for the Design, Fabrication and Erection of
Structural Steel for Buildings," as currently amended by the.American
Institute of Steel Construction. Welding shall be by the electric arc
process and shall comply with Section 1.17 of the current AISC,Specification.
Material shall be accurately installed in position. Work shall be secured
against displacement during the performance of any subsequent work. Shop
pipe joints shall be welded and ground smooth. After fabrication items to
be.galvanized shall be galvanized in accordance with Specification of ASTM
.Designation A123 with minimum weight of coating 1.8 ounce per square foot,
6.3 Painting: .All steel shall be given a shop -prime coat of Fuller
No. 4550"Fultec Red Lead Primer," except non-ferrous, galvanized, or sur-
faces which are to be completely embedded in concrete. Material to be
primed shall be thoroughly cleaned of foreign material which will affect
the bonding of the shop -prime coat. .After installation, any abraded areas
of the shop -coat shall be touched -up with the same primer.
SECTION 7
PAINTING
1.0 SCOPE
6836
Painting
7-1
1.1 General: The work hereunder comprises painting and finishing
of all surfaces specified herein.
1.2 Non -Ferrous Metals shall not be painted or finished, except as
otherwise specified.
2.0 SURFACE PREPARATION
2.1 General: All surfaces shall be dry and free from dust, dirt,
grime, grease, oil, rust and other substances or coatings which will
impair quality of work or interfere with proper bond of paint coats.
Surfaces shall be cleaned to such extent and by whatever approved means
that will satisfactorily accomplish purpose without injuring the surface
or cause damage. All exterior surfaces shall be primed the same day
they are cleaned and prepared. Contractor shall be responsible for proper
preparation of all surfaces to be painted.
3.0 APPLICATION
3.1 General: Except as otherwise specified herein, all paint shall
be applied in accordance with manufacturer's printed recommendations.
3.2 Full Body: In general, paints approved for.use shall be applied
as full -body. When absolutely necessary, paint may be thinned in accord-
ance with manufacturer's directions.
3.3 Application: Successive coats of paint shall be applied to
thoroughly dry surfaces, completely covering all surfaces smoothly and
evenly without laps, brush marks, holidays, runs and sags. Finished
surface shall be uniform in lustre and color.
6836
Painting
7-2
4.0 NUMBER OF COATS
4.1 General: .Sufficient undercoats and finish coats shall be applied,
over a properly prepared base, to obtain first-class completely painted
surfaces of finishes specified. On previously painted surfaces, one prime -
coat or one undercoat may be omitted. In all cases, minimum number of
coats shall be as listed below.
4.2 Exterior Surfaces:
4.21 Ferrous Metal: Apply one prime -coat and two or more finish
coats.
4.22 Woodwork: Apply one prime -coat and two finish coats.
Whenever pigmented stains are used, primer may be omitted.
4.3 Interior Surfaces:
4.31 Ferrous Metal: Apply prime -coat and one or more finish
coats. Touch up abraded areas of prime -coat prior to application of
finish coat. Minimum dry film thickness 3 mils..
4.32 Woodwork: Apply one prime -coat, one undercoat and one
finish coat. Whenever millwhite finishes are used, one coat may be
omitted.
4.33 Plywood: Apply one seal coat, one undercoat and one finish
coat.
5.0 MATERIALS
5.1 General: Materials shall be as set forth in Paragraph below. In
so far as practicable, all coats applied in any one of various painting
locations indicated in Painting Schedule, shall be of same manufacture.
5.2 Materials List: For Company's records, Contractor shall furnish
Constructor with complete list of paints to be used for the work, giving
particular brand, paint formula number and manufacturer's name. Two copies
of this list shall be forwarded by Constructor to Department of Engineering
Services (c/o W. J. Prather), 245 Market Street, San Francisco, California.
5.3 .Materials shall be as follows:
Ferrous Metal Primer
W. P. Fuller 3713 LZI Metal Primer
National Lead Dutch Boy Quick Dry Red
Lead No. 052
DuPont Marine Metal Primer 67-738
Exterior Paint
National Lead
W. P. Fuller
DuPont
DuPont
W. P. Fuller
National Lead
Millwhite Semi -Gloss
DuPont
Plywood Sealer
U. S. Plywood
Synthetic Enamel
National Lead
W. P. Fuller
DuPont
Pigmented Redwood Stain
Rez Wood -Tones
6.0 PAINTING SCHEDULE
6836
Painting
7-3
Dutch Boy House 'Paint
Exterior House Paint
Outside House Paint
Wood Primer No. 39
White Primer No. 178
Exterior Primer No. 010
112-942 Fast Dry Maintenance
Semi -Gloss White
(Undercoat 112-941)
Weldwood Deep Finish Firzite
Nalco Synthetic Finish
Heavy Duty Plastic Enamel
Dulux Metal Protective Paint
Color -Toned Rez
6.1 General: All new and/or remodeled areas shall be finished
painted unless otherwise specified.
6.2 Exterior Surfaces:
Areas or Surfaces
Wood surfaces including fascia, exposed
eaves, boards and battens
Ungalvanized metal surfaces including
doors, frames
Aluminum metal
Redwood surfaces
Type of Finish Coat
Exterior Paint
Synthetic Enamel
No painting
Pigmented Stain
6836
Painting
7-4
6.3 Interior Surfaces:
6.31 Walls and ceilings..shall be spray -finish coated with DuPont
Fast Dry Maintenance Semi -Gloss Finish (white 111-942).
6.32 Doors and trim shall be finish coated with Synthetic Enamel.
6.4 Colors shall be selected by Engineer.
7.0 CLEAN-UP
Upon completion of work, all,surfaces shall be left free from.stain,
spots, spattering or other defacement resulting, from painting.
RFrTTnm R
FT.FCTRTCAT.
1.0 .EXTENT OF WORK
6836
Electrical
8-1
1.1 General: This Section comprises the performance of work required
for the electrical system. The work shall include all labor and material
necessary to make a complete and working installation.
1.2 Regulations: Material and workmanship furnished shall conform.
to the applicable provisions of the latest revisions of the National
Electrical Code, State Electrical Safety Orders, and local regulations.
This Specification and drawing shall take precedence in all cases, except
where the above provisions are more stringent.
1.3 Permits and Fees: Contractor shall obtain all necessary permits,
have the work inspected and pay for same. Upon completion of the work,
Contractor shall deliver to Company a "Certificate of Inspection" approved
by the local authority having jurisdiction.
1.4 Work Included: Contractor shall perform the following work:
1.41 Furnish and install:
1.411 Wiring and conduit for feeder and branch circuits,
including connection to existing panelboard in the Pump House.
1.412 Disconnect switches, including those for the heaters.
1.413 Outlet boxes, junction boxes, blank covers, wall
switches, receptacles, outlets, and switch and receptacle plates.
1.414 Lighting fixtures and lamps.
1.42 Remove lighting fixtures.
1.43 Modify existing panelboards as shown on drawing.
1.44 Connect the wire and conduit to the power side of the
disconnect switches for equipment furnished under the Heating and
Ventilating Section.
1.5 Work Under Other Sections:
1.51 Furnishing and installing of the heater wire and conduit on
the equipment side of the disconnect switches is specified under.the
Heating and Ventilating Section.
6836
Electrical
8-2
1.52 Trenching and backfilling for underground conduit is
specified under the Excavation Section.
1.53 Paving work is specified under the Excavation Section.
2.0 INFORMATION TO BE.SUBMITTED BY CONTRACTOR
2.1 Material and Equipment List: .Within 15 days following the award
of contract, Contractor shall submit to Constructor for approval by Engineer,
six copies of a detailed list of all material and equipment to be furnished
under this Section. The list shall include the manufacturer's catalog or
reference numbers.
2.2 Substitute Items: Contractor may substitute materials and equip-
ment providing such items are approved by Engineer, in accordance with the
"Approved Equivalent" paragraph under the Scope of Work Section.
2.3 Field Changes: Any changes in size, route, or location of items
shown on drawing, which are made to suit field conditions and are approved
by Engineer, shall be indicated on a print of Company's drawing. Upon
completion of the work under this Section, Contractor shall submit this
print.to Constructor.
3.0 GENERAL REQUIREMENTS
3.1 Service: The incoming service will be 120/208 volts, 3 phase,
4 wire.
3.2 Wiring Method: All wiring shall be installed in conduit.
3.3 Grounding: All metallic enclosures for electric conductors shall•
be grounded. .All couplings and connectors shall be made up so as to assure
a continuous ground throughout the electrical system. The installation of
bonding.jumpers around insulating joints in piping will not be permitted.
3.4 Materials: All electrical materials and equipment furnished by
Contractor shall be new. Materials and equipment used shall bear the label
of the Underwriters' Laboratories and shall be listed by UL in their lists
of electrical materials where applicable.
3.5 Workmanship and Installation: Outlet boxes, fixtures, switches,
and recleptacles, shall be installed level and plumb in a neat and workman-
like manner.
6836
Electrical
8-3
3.6 Scheduling: Contractor shall cooperate with other contractors
and trades in performance of.the work hereunder to insure that all work is
performed in the proper sequence and schedule.
4.0 SPECIFIC REQUIREMENTS
• 4.1 .Lighting Fixtures and Lamps: Lighting fixtures shall be as listed
in the lighting fixturescheduleshown on drawing. Fixtures shall be
installed at the locations and mounting heights shown on drawing. Fixtures
shall be adequately secured and accurately aligned. Lamps shall be G.E.,
Westinghouse, or Sylvania.
4.2Wire: Wire shall be as shown on drawing, Type TW, and no smaller
than No. 12. 'However, low voltage control wiring may be No. 14 Type TW
unless otherwise specified. Wire shall be readily identified or traced
through conduits and boxes, either by the use of individual colors or adhe-
sive.typewire markers.
4.21 Metallic Conduit: Minimum conduit size shall be 3/4 inch.
Conduit shall be cut squarely with ends reamed to the full inside
diameter. Conduit shall be securely fastened to outlet boxes, panel -
boards, and disconnecting switches. Exposed conduit shall be parallel
to wall and ceiling and shall be hidden behind beams, joists, etc.
The open ends of conduit shall be protected from the entry of debris
during construction.
3.l! GIINFRz+J. R.P4022 EMT6 Except as otherwise specified, electrical metallic
tubing (EMT) shall be used,
4.23 Undergrounding Conduit: Conduit shall be rigid steel.
Conduit shall be not less than 24 inches below finished grade.
Conduit shall be hot dipped galvanized inside, outside and over the
threads, or sherardized polyvinyl coated; H. K. Porter Co., Inc.,
"Sheraduct" with MVX-1 Poly Vinyl Coating. "Pabco" pipe wrap shall
be applied to all underground conduit.
4.24 Metallic Fittings: Metallic fittings shall be the same
type as,the conduit with which they are used. "Identor" type fittings
shall not be used.
4.3 Outlet and Junction Boxes: Boxes shall be galvanized or sherard-
ized stamped steel, of a. type and size suitable for the intended use.
Special boxes shall be used as indicated on drawing. .Suitable outlet boxes
shall be provided for fixtures, receptacles, and other outlets. Outlet
boxes shall be securely fastened in position, so that covers or plates will
fit tightly against the finished surface and be square with the walls,
floor, and ceiling.
6836
Electrical
8-4
4.4 Receptacles: Receptacles shall be heavy duty back and/or side
wired, with brown finish:
P&S Bryant Hubbell Arrow G.E.
Duplex Conv. Outlet, 15A, 5262 5262 5262 5262 GE4065
125V, 3W, with ground-
ing pole
4.5 Wall Switches: .Wall switches shall be heavy duty, toggle type,
with brown handles:
P&S Bryant Hubbell Arrow G.E.
Single Pole, 20A, 20AC1 4901 1221 1991 GE5451-1
125V, "AC" rated
4.6 Switch and Receptacle Plates: Platesshall be galvanized stamped
steel.
4.7 Disconnecting. Switches: Disconnecting switches shall be normal
duty, NEMA Type ND, enclosed, surface mounted, single throw, NEMA Type 1
enclosure; Westinghouse, or approved equivalent.
5.0 -TEST AND ACCEPTANCE
5.1 ,Contractor shall neither cause nor allow anyof his work to be
covered up until it has been inspected and approved by Constructor and
local authority having.jurisdiction over the work. Upon completion of
the work, Contractor shall operate and test, in the presence of Constructor,
all work installed hereunder. Any portion of the work which fails to
operate properly shall be remedied by Contractor at his expense.
5.2 .Any fuse links blown during testing shall be replaced by
Contractor at his expense.
6836
Heating and Ventilating
9-1
SECTION 9
HEATING AND'VENTILATING
1.0 -EXTENT OF WORK
1.1 General: This Section comprises the performance of all work
required,for the heating.and ventilating system. The work shall include
all labor and materials necessary to make a complete and working installa-
tion.
1-.2 Regulations: Material and workmanship furnished shall conform
to.the applicable provisions of the latest revisions of the State Safety
Orders and local.regulations. The fabrication and, installation of flues
and related sheet metal work shall not be less than the minimum.require-
- ments.outlined in.the latest edition of the ASHRAE.Guide, with the
applicable provisions of the National Board of Fire Underwriters. This
Specification and drawing shall take precedence in all cases, except
where the above provisions and requirements are more stringent.
1.3 Permits and Fees: Contractor shall obtain all necessary permits,
have the work inspected, and pay for same. Upon completion of the'work,
Contractor shall deliver to Company.a "Certificate of Inspection" approved
bylthe local authority having jurisdiction.
1.4 Work Included: Contractor shall perform,the following work:
1.41 Furnish and install:
1.411 Unit and radiant heaters.
.1.412 Heater controls, relays, thermostats, transformers,
;switches, valves, and all wire and conduit on the equipmentside
of the disconnect switches.
1.413 Gas flue system.
1.414 Roof ventilator.
1.5 Work Under Other Sections: The following work is included under
other sections:
1.51 Furnishing and installing of. the disconnect switches and
all wire and conduit on the power side.thereof is included under the
Electrical Section.
1.52 Furnishing and installing of flashing for the roof venti-
lator is included under the Sheet Metal Section.
6836
Heating .and Ventilating
9-2
1.53 Furnishing and installing of all gas piping is included
under the Plumbing Section.
2.0 INFORMATION TOBE.SUBMITTED BY CONTRACTOR
2.1 Material and Equipment List: .Within 15 days following the award
of contract, Contractor shall submit to Constructor for approval by
Engineer, six copies of a detailed list of all material and equipment.to
be furnished under this Section. This list shall include the manufac-
turer's.catalog or reference numbers.
2.2 Substitute Items: Contractor may substitute materials and equip-
ment provided such items are approved by Engineer, according.to the
"Approved Equivalent" paragraph under the Scope of Work Section.
2.3 Field Changes: Any changes in size, route,.or location.of items
shown on drawing, which are made to suit field conditions and are approved
by Engineer, shall be indicated on a print of Company's drawing. Upon
completion of the work under this Section, Contractor shall submit this
print to Constructor.
3.0 .GENERAL..:REQUIREMENTS
3.1 _Material and:Equipment: Contractor shall install material and
equipment at locations indicated on drawing and as recommended by manufac-
turer. Material furnished by Contractor shall be new and of the size and
type shown on drawing. .Each major component of equipment shall have
manufacturer's name, address, and catalog number on a nameplate securely
affixed in a conspicuous place.
3.2 Workmanship: Heating units, flues, and control systems, shall
be installed plumb and level in a neat, workmanlike manner.
3.3 Prevention of Rust: All surfaces of ferrous sheet metal not
otherwise specified, shall be given a rust -inhibiting treatment. Unless
otherwise approved by Engineer, the rust-inhibiting.treatment shall consist
of hot -dip galvanizing after fabrication or bonderized followed by the
application of a suitable rust -inhibiting primer.
3,4 Scheduling: Contractor shall cooperate with other contractors
and trades in the performance -of work hereunder to insure that all work
is performed in the proper sequence and schedule.
6836
Heating and Ventilating
9-3
4.0 SPECIFIC REQUIREMENTS
4.1 Heating and Ventilating Equipment:
4.11 Unit Heaters: Unit heaters shall be "Janitrol" Model
67-070 as shown in equipment schedule on drawing. Heaters shall come
complete with heat -off switch, thermostat, manual reset hi -limit
control, and controls as indicated by control diagram on drawing.
4.12 Radiant Heater: Radiant heater shall be "Perfection
Schwank" Model PJSl-DAN as shown in equipment schedule on drawing.
Heater shall be furnished with 120 volt solenoid valve, gas pressure
regulator, and 100% safety shut off control.
4.13 ,Suspension System: Suspended heaters shall be adequately
supported with galvanized rods or other galvanized suspension members,
and their mounting heights and positions shall be as indicated on
drawing or as directed by Constructor.
4.14 Grounding: .All electrical equipment shall be case grounded
to electric conduit or grounding conductor.
4.15 Roof Ventilator: Gravity roof ventilator shall be "Breidert"
Type F, sized and installed as shown on drawing. Ventilator shall be
provided with a bird screen and curb base.
4.2 Gas Flue System: Metalbestos 5 inch diameter vent pipe: shall
be provided, complete with bird proof Belmont top, storm collar, flat tall
cone roof flashing and connections to the.gas fired unit heater.
4,.3 Control System:
4.31 Control Devices: Control devices shall be as indicated on
drawing.
4.32 Thermostats: Thermostats shall be as indicated on drawing.
4.33 Wiring: .All control wiring shall be installed in conduit.
Wires shall be readily identified or traced through conduit either by
use of individual color or adhesive type markings.
4.34 Conduit: Minimum conduit size shall be 3/4 inch. Exposed
conduit shall be parallel to wall and ceiling and shall be hidden
behind beams, joists, etc. Conduit shall be squarely and accurately
cut, and reamed to the full inside diameter. Couplings and connectors
shall be made up with an approved tool. Sleeves shall be provided for
all conduit passing through masonry walls.
6836
Heating..and Ventilating
9-4
5.0 .TESTS AND ACCEPTANCE
5.1 .Inspection: Contractor shall neither cause nor allow any of his
work to be covered up until it has been inspected and approved by Constructor
and local authorities having jurisdiction over the work.
.5.2 Tests: Upon completion of the work, Contractor shall operate and
test, in the presence of Constructor, all work installed. Flues, outlets,
and joints shall be tested for air tightness and any excessive leaks shall
be corrected. The installation may be tested as a whole or in sections as
directed by Constructor,
5.3 Defects: Any portion of the work which fails to operate to .the
satisfaction of Constructor, or any defects disclosed by testing shall be
remedied and made good by Contractor.
SECTION 10
PLUMBING
1.0 .EXTENT OF WORK
.6836
Plumbing
10-1
1.1 General: This Section comprises the performance of all work
• required for the plumbing system. The work shall include all labor and
material necessary to make a complete and working installation.
1.2 Regulations: Materials and workmanship furnished shall conform
to the latest edition of the Western Plumbing Officials Uniform Plumbing
Code and applicable state and local regulations. This Specification and
the accompanying drawing shall take precedence in all cases except where
the provisions of the above code, regulations and standards are more
stringent.
1.3 Permits and Fees: Contractor shall obtain all necessary permits,
have work inspected, and pay for same. Upon completion of the work,
Contractor shall deliver to Company a "Certificate of Inspection" approved
by the local authority having jurisdiction.
1.4 Work Included: Contractor shall perform the following work:
1.41 Furnish and install:
1.411 .Air piping.including valves, fittings and connection
to existing air lines.
1.412 Gas piping including valves, fittings and connection
to heaters and existing gas piping.
2.0 GENERAL REQUIREMENTS
2.1 Material and Equipment: Contractor shall install material and
equipment at locations indicated on drawings. Material furnished by
Contractor shall be new and of the size shown on drawing.
2.2 Field Changes: Any changes in size, route, or location of items
shown on drawing which are made to suit field conditions and are approved
by Engineer, shall be indicated on a print of Company's drawing. Upon
completion of the work under this Section, Contractor shall submit this
print to Constructor.
6836
Plumbing
10-2
2;3 Workmanship: Pipe lines shall be installed true to line and
grade and neatly and accurately aligned. .All piping in finished rooms
.shall beconcealedin walls or partitions. Piping run exposed shall be
hidden as much as possible behind beams and joists. The open ends of
pipe shall be protected from the entry of debris during construction. .All
cuts shall be made squarely and accurately. The inside ends of steel pipe
and copper tubing shall be reamed to their full diameter after cutting to
remove.burrs. .Where galvanizing is required, the weight of the zinc
coating 'shall not be less than 2 ounces per square foot of surface area
as prescribed in the latest revision of ASTMStandard A120. Piping.shall
be adequately supported with proper straps, clamps, or hangers. Supports
.shall be of thesame material as pipe or insulated to prevent electrolytic
action.
- 3.0 ,SPECIFIC REQUIREMENTS
3.1 Material:
3.11 Air Piping: Air piping shall be galvanized steel or
copper tubing Type-"K.'.' Fittings shall match associated piping.
A3..12 Gas Piping: Gas piping shall match existing piping and/or
be Sdh-6du1e 40, standard weight, black steel pipe with banded malle-
able iron fittings,;_
3.13 Gas;Cocke,- Gas cock shall be Crane No., 298 with handle and
check.
3.2 Joints:
3.21 Screw Jointsa .Screw joints shall be made up with Crane
Thread Lubricant or approved equivalent joint compound applied to
male thread only. Teflon Tape -Seal is also acceptable.
.3.22 Soldered Joints: The outside ends of copper pipe and
inside of fittings shall be thoroughly cleaned and the surfaces
evenly coated with flux. .Sufficient heat shall be applied so that
solder and any sharp points and projections shall be removed. Solder
shall be 95% tin, 5% antimony, silver solder or Sil-Fos.
6836
Plumbing
10-3
4.0 TESTS AND ACCEPTANCE
4.1 General:
4.11 Contractor shall neither cause nor allow any of his work
to be covered up until it has been inspected and approved by Constructor
and local authorities having jurisdiction over the work. Upon comple-
tion of the work, Contractor shall test, in presence of Constructor,
all work installed, .Any portion of the work which fails to operate
properly shall be remedied by Contractor. Tightening of a joint while
under test pressure will be accepted.
4.12 Contractor shall furnish all labor and test equipment and
disconnect from the system any equipment that can be damaged by the
test pressure.
4.13 Piping shall be cleaned and purged before testing.
4.2 Pressure Test:
4.21 Air Piping: Compressed air piping shall be tested with
air pressure at 225 psig. Pressure shall be held for 15 minutes
before inspecting valves, joints, and pipe. All valve and joints
shall be painted with soap and water under test pressure.
4,22 Gas Piping: Gas piping shall be tested with air at 10
psig. The pressure shall beheld for 15 minutes before inspecting
valves, joints and pipe. All valves and joints shall be painted with
soap and water while under test pressure.
F. F. MAUTZ
No. 5707
179zt
\.
19ltr
r`
Spedfieadon No. 8307
G. M. No. 161868
SPECIFICATIONS
For
PROJECT "C"
REMODELING OFFICE BUILDING
AT THE
CUPERTINO SERVICE CENTER
LV "ICiP.
PACIFIC GAS AND ELECTRIC COMPANY
EAN ra wcroco. c u.iFoaNU
Comprising
Specific Conditions
General Conditions
Contract Form
Form of Proposal
Insurance Questionnaire
Prepared by
ALLAN M. WALTERS & ASSOCIATES, INC.
2060 Clarmar Way
San Jose, California
A"ROVED EY : F. F. Mautz/EJR (JAC)
DATE. June 28, 1965
BIDDER -SIGN HERETO INDICATE
THIS HAS BEEN USED IN PREPARING PROPOSAL
SIGNATURE......................................................................_..
DATE.......................................................................................
INDEX
SPECIFIC CONDITIONS (96R.PAGES)
SECTION DESCRIPTION
1. SCOPE OF WORK
2. DEMOLITION
3. CLEARING, GRADING, EXCAVATION & FILL
4. CONCRETE WORK & REINFORCING STEEL
5. STRUCTURAL STEEL & MISCELLANEOUS METAL WORK
6. MASONRY WORK
7. CARPENTRY & MILLWORK
8. SHEETMETAL WORK
9. LATHING & PLASTERING
10. GLASS & GLAZING WORK
11, BUILT -LIP ROOFING & WATERPROOFING
12. ARCHITECTURAL PORCELAIN ENAMEL.FASCIA
13. CEILING & WALL INSULATION
14.SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM
15. RESILIENT FLOORING
16. FIELD PAINTING
17. FINISH HARDWARE
18. MISCELLANEOUS
1. FIRE EXTINGUISHER CABINETS
2. CERAMIC TILE WORK
3. METAL TOILET PARTITIONS
4. GLAZE COAT FINISH
5. MOVABLE OFFICE PARTITIONS
6. PAVING WORK
19. ELECTRICAL WORK
20. AIR CONDITIONING WORK
21, PLUMBING WORK
GENERAL CONDITIONS (INCLUDING INDEX II)
CONTRACT FORM
PROPOSAL
INSURANCE QUESTIONAIRE
6307
INDEX
NO. OF PAGES
7
2
4
7
3
2
2
4
3
3
3
1
2
2
7
2
6
6
14
9
14
1
3
1
SECT! ON 1
SCOPE fIF WORK
1.0 WORK TO BE PERFORMED
8307
SCOPE
1-1
OUTLINE OF WORK: THE WORK TO BE PERFORMED SHALL COMPRISE
THE REMODELING AND NEW CONSTRUCTION TO THE OFFICE BUILDING AND
RELATED WORK AT CUPERTINO SERVICE CENTER (PROJECT "C"), LOCATED
APPROXIMATELY 1-1/2 MILES NORTHEAST OF CUPERTINO, SANTA CLARA
COUNTY, CALIFORNIA ON THE EAST SIDE OF BLANEY AVENUE NEAR THE
INTERSECTION WITH HOMESTEAD ROAD.
THE WORK SHALL BE IN ACCORDANCE WITH THE DETAILED OR IMPLIED
REQUIREMENTS OF THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS,
AND SHALL INCLUDE THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS,
EQUIPMENT AND FACILITIES REQUIRED THEREFOR. EXCEPT FOR WORK SPE-
CIFICALLY EXCLUDED, ALL WORK NECESSARY TO MAKE A COMPLETE INSTAL-
LATION READY FOR USE OR OPERATION SHALL BE PERFORMED AND WILL BE
CONSIDERED AS INCLUDED IN THE PRICE (OR PRICES) QUOTED FOR WORK
HEREUNDER WHETHER OR NOT SPECIFICALLY CLASSIFIED FOR PAYMENT UNDER
ANY OF THE ITEMS OF THE PROPOSAL.
IT SHALL BE UNDERSTOOD THAT BUSINESS WILL BE GOING ON AS
USUAL DURING THE COURSE OF THIS CONSTRUCTION. IT IS ESSENTIAL THAT
THE SUCCESSFUL CONTRACTOR IS PREPARED TO SCHEDULE HIS WORK SO THAT
AN ABSOLUTE MINIMUM OF INTERFERENCE IS IMPOSED ON P.G.& E. PERSON-
NEL. A PRE -BID CONFERENCE BETWEEN THE COMPANY'S REPRESENTATIVE AND
INTERESTED BIDDERS IS RECOMMENDED TO ESTABLISH THE ACCEPTABLE LIM-
ITS OF CONSTRUCTION, BARRICADES, SHUT -DOWNS, INTERFERENCE AND USE
OF PREMISES.
2.0 MATERIALS AND EQUIPMENT FURNISHED BY COMPANY
2.1 GENERAL: UNDER THE TERMS OF THE AWARD OF CONTRACT PAR-
AGRAPH, AND AT NO COST TO CONTRACTOR, THE COMPANY MAY OR MAY NOT
FURNISH ANY OPTIONAL ITEMS AS DESCRIBED IN THE PROPOSAL.
2.2 .NOTIFICATION: SHOULD ANY MATERIAL AND EQUIPMENT BE FUR-
NISHED IN THIS MANNER, SUFFICIENT ADVANCE NOTICE SHALL BE PROVIDED
COMPANY IN ORDER TO PREVENT DELIVERY DELAYS.
2.3 RECEIVING AND CHECKING: THE CONTRACTOR SHALL ARRANGE TO
RECEIVE ANY MATERIAL OR EQUIPMENT FURNISHED BY COMPANY OR OTHERS.
THE CONTRACTOR SHALL RECEIVE AND CHECK ALL MATERIAL OR EQUIPMENT
AND SHALL REPORT IN WRITING WITHIN 24 HOURS TO COMPANY'S REPRE-
SENTATIVE IN CHARGE ANY DISCREPANCY OR DAMAGE. AFTER DELIVERY ALL
MATERIAL OR EQUIPMENT SHALL BECOME THE RESPONSIBILITY OF CONTRAC-
TOR, AND ANY DAMAGE OR SHORTAGES THERETO SHALL BE REPAIRED OR RE-
PLACED AT CONTRACTORS EXPENSE. THE CONTRACTOR WILL NOT BE RESPON-
SIBLE FOR ANY ORIGINAL MANUFACTURING DEFECTS; THE CONTRACTOR SHALL
PROPERLY STORE ALL MATERIAL OR EQUIPMENT AT THE WORK SITE.
8307
SCOPE
1-2
3.0 GENERAL
1 WHERE THE WORDS "OWNER", "COMPANY", "COMPANY'S REPRESENT-
ATIVE" OR "COMPANY'S REPRESENTATIV- IN CHARGE" ARE USED ON THE CNAW-
INGS OR IN THE SPECIFICATIONS THEY SHALL MEAN "CONSTRUCTOR" A:: E.-
FINED UNDER 1.3 OF THE GENERAL CONDITIONS.
3.2 INFORMATION AND VISIT TC SITE: FOR INFORMATION PERTAIN-
ING TO THE SPECIFICATION AND DRAWINGS AND FOR AN APPOINTMENT TO
VISIT THE SITE, BIDDERS SHALL CONT,kCT MR. G. C, GRUBB, ROOM 318,
124 BEALE STREET, SAN FRANCISCO 6, CALIFORNIA, TELEPHONE SUTTER
1-4211 - EXT. 2341.
3,3 DISCREPANCIES: THE DRAWINGS AND SPECIFICATIONS ARE COM-
PLEMENTARY AND ARE TO BE TAKEN IN -ONJUNCTION. THE CONTRACTOR
SHALL REPORT TO COMPANY ANY DISCREPANCIES OR ERRORS WHICH COME TO
HIS ATTENTION.
3.4 TRADES: THE -VARIOUS BRANCHES OR TRADES INTO WHICH THE
WORK IS TO BE DIVIDED ARE DESCRIBED WITHIN SEPARATE SECTIONS,
MATERIALS MAY BE FURNISHED AND WORK PERFORMED IN ACCORDANCE WITH
THIS SECTION OR OTHERWISE AT CONTRACTORS OPTION. THE CONTRACTOR
SHALL SATISFY HIMSELF IN ACCEPTING THE BID OF A SUBCONTRACTOR FOR
A GIVEN TRADE OR CLASS OF WORK, THAT ALL WORK TO BE PERFORMED IS
INCLUDED IN THE SUBCONTRACTORS BID, WHETHER OR NOT IT IS SPECI-
FICALLY REQUIRED WITHIN THE SECTION RELATING TO SUCH TRADE OR CLASS
OF WORK.
3,5 RE -USE OF EXISTING MATERIALS: UNDER THE DEMOLITION
SECTION OF THE SPECIFICATIONS, CERTAIN MATERIALS AND PRODUCTS ARE
TO BE DISMANTLED AND STORED AT THE SITE IN SPACE DESIGNATED BY
THE COMPANY'S REPRESENTATIVE, AT THE OPTION OF THE VARIOUS SUB-
CONTRACTORS THESE MATERIALS AND/OR PRODUCTS CAN BE RE -USED PROVID-
ING THEY CAN BE RESTORED TO A LIKE -NEW CONDITION AND PASS THE IN-
SPECTION OF THE COMPANY'S REPRESENTATIVE. '
3.6 SEPARATE CONTRACTS: INTERESTED BIDDERS ARE ALERTED THAT
THE COMPANY INTENDS TO AWARD A SEPARATE CONTRACT FOR A FIRE DETEC-
TION SYSTEM TO BE INSTALLED AT THIS BUILDING PRIOR TO THE COMPLE-
TION OF WORK UNDER THIS CONTRACT. THIS IS PRIMARILY LOW VOLTAGE
WIRING OCCURRING IN THE CEILING SPACE.) THE COMPANY EXPECTS FULL
COOPERATION OF THE NEEDS OF SUCH CONTRACTORS DOING SEPARATE WORK
EXCEPT WHERE SUCH DEMANDS CAN BE SHOWN TO CREATE UNDUE HARDSHIP
WHICH IN THE MIND OF THE COMPANY'S REPRESENTATIVE IS UNFAIR TO THIS
CONTRACTOR.
3.7 BRAND NAME: AN ITEM DESIGNATED WITHIN THE DRAWINGS OR
SPECIFICATION BY BRAND NAME SHALL BE AS DESIGNATED OR AN APPROVED
EQUIVALENT. FURNISHING OR INSTALLATION OF SUCH AN ITEM SHALL BE
IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS OR SPECIFI-
CATIONS, EXCEPT AS OTHERWISE SPECIFIED HEREIN, THE COMPANY SHALL
BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF ALL EQUIVALENT ITEMS.
8307
SCOPE
1-3
3.8 SUBSTITUTIONS:
3.81 PROPOSED CUBSTITUTIONS: THE PROPOSAL SHALL BE
BASED UPON FURNISHING OF MATERIALS AND CONSTRUCTING THE WORK
IN COMPLIANCE WITH C011PANY'S SPECIFICATION AND DRAWINGS.
HOWEVER, A BIDDER MAY (1) PROPOSE A SUBSTITUTION, FOR APPROVAL
BY THE ENGINEER, AT LL,AST FIVE DAYS BEFORE BID -DUE -DATE, OR
(2) FOR ANY OTHER PROPOSED SUBSTITUTION, SUBMIT WITH HIS PRO-
POSAL ON THE BID -DUE -LATE THE FOLLOWING ITEMS FOR ACCEPTANCE
OR REJECTION BY THE ENGINEER.
3.811 A DETAILED SPECIFICATION COVERING THE PRO-
POSED SUBSTITUTION.
3.812 A SUMMARY STATEMENT WHICH SETS FORTH THE
FEATURES OF THE SUBSTITUTION WHICH DIFFER FROM COMPANY'S
SPECIFICATION.
3.813 AN ALTERNATE PROPOSAL INDICATING THE IN-
CREASE OR DECREASE IN THE BID PRICE TO ACCOUNT FOR THE
SUBSTITUTION.
3,82 AWARD OF CONTRACT: SUBSTITUTIONS WILL NOT BE AL-
LOWED AFTER THE WARD OF CONTRACT.
3.83 RESPONSIBILITY OF CONTRACTOR: CONTRACTOR SHALL BE
-SOLELY RESPONSIBLE FOR ANY REQUIRED DESIGN CHANGES OR ADDED
INSTALLATION EXPENSE RESULTING FROM ANY APPROVED SUBSTITUTIONS.
3.9 CONSTRUCTION DRAWINGS: THE BIDDING DRAWINGS USED BY CON-
TRACTOR FOR PREPARATION OF HIS PROPOSAL, SHALL NOT BE USED FOR CON-
STRUCTION PURPOSES, APPROVED CONSTRUCTION DRAWINGS WILL BE SUP-
PLIED SUCCESSFUL CONTRACTOR AS SOON AS POSSIBLE AFTER AWARD OF
CONTRACT.
CONSTRUCTION FACILITIES
CONTRACTOR SHALL FURNISH ALL FACILITIES THAT MAY BE NECESSARY FOR
PERFORMANCE OF THE WORK HEREUNDER. SANITARY FACILITIES SHALL COM-
PLY WITH APPLICABLE GOVERNMENTAL REGULATIONS AND SHALL BE REMOVED
UPON COMPLETION OF THE WORK.
4.1 WATER: CONTRACTOR WILL FURNISH NECESSARY WATER FOR THE
WORK HEREUNDER, WHEN BIDDER VISITS THE SITE, COMPANY'S REPRE-
SENTATIVE WILL POINT OUT THE POINTS OF CONNECTION TO WATER
SUPPLY,
4.2 POWER:
4.21 ALL ELECTRIC ENERGY REQUIRED BY CONTRACTOR IN CON-
NECTION WITH THE PERFORMANCE OF THIS WORK WILL BE METERED AND
BILLED TO CONTRACTOR AT APPLICABLE ESTABLISHED COMPANY RATES.
4.22 ELECTRIC ENERGY WILL BE SUPPLIED AT VOLTAGE PRES-
SEN.TLY AVAILABLE AT THE NEAREST SOURCE.
8307
SCOPE
1-4
4.2 POWER:
4.22 (CONTINUED)
LINE EXTENSIONS FROM THE SOURCE TO THE CON-
STRUCTION SITE WILL EE CONSTRUCTED BY COMPANY WHEN APPLIED
FOR BY CONTRACTOR, AT PRICES AND IN ACCORDANCE WITH POLICIES
ESTABLISHED BY THE COIAPANY'S PUBLISHED RATE SCHEDULES. METER-
ING EQUIPMENT WILL BE PROVIDED BY COMPANY.
4.23 COMPANY -WILL ASSUME NO LIABILITY FOR FAILURE OR
SUSPENSION OF ELECTRIC POWER SUPPLIED.
4.3 SANITARY FACILITIES SHALL BE PROVIDED BY CONTRACTOR AND
SHALL BE REMOVED UPON COMPLETION OF THE WORK. ALL SUCH FACILITIES
SHALL COMPLY WITH APPLICABLE GOVERNMENTAL REGULATIONS.
5.0 SCHEDULE OF CONSTRUCTION
5.1 GENERAL: IN ORDER TO COORDINATE THE WORK UNDER THIS
SPECIFICATION WITH WORK TO BE PERFORMED BY OTHERS, AND TO INSURE
OPERATION OF THE FACILITY BY THE REQUIRED DATE, WORK SHALL BE COM-
PLETED ON OR BEFORE THE TIME SET FORTH IN CONTRACTORS PROPOSAL.
5.2 IMPORTANCE OF TIME: CONTRACTOR SHALL DISTINCTLY UNDER-
STAND THAT THE WORK HEREUNDER WILL BECOME AN INTEGRAL PART OF
COMPANY'S SYSTEM FOR SUPPLYING ELECTRIC SERVICE TO ITS CUSTOMERS
AND THAT FAILURE OF CONTRACTOR TO COMPLETE THE WORK WITHIN THE
AGREED TIME WILL RESULT IN SERIOUS DAMAGE TO COMPANY, WHEN IN
CONSTRUCTORS OPINION, THE PROGRESS OF THE WORK INDICATES THAT THE
WORK WILL NOT BE COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION
SCHEDULE, (OR COMPLETION TIME), CONSTRUCTOR WILL NOTIFY CONTRACTOR
OF SUCH A DEFICIENCY. CONTRACTOR SHALL UPON SUCH NOTIFICATION TAKE
ALL MEASURES NECESSARY TO CORRECT THE DEFICIENCY IN PERFORMANCE.
IF CONTRACTOR FAILS TO DO SO, CONSTRUCTOR WILL TAKE SUCH MEASURES
AS MAY BE NECESSARY TO COMPLETE THE WORK AS PROVIDED IN THE GEN-
ERAL CONDITIONS.
6.0 LAYING OUT WORK:
COMPANY WILL PROVIDE ALL NECESSARY BENCH MARKS AND CONTROLLING
LINES FOR THE WORK. CONTRACTOR SHALL LAY -OUT AND CONSTRUCT ALL
PARTS OF THE WORK ACCURATELY TO THE LINES AND ELEVATIONS INDICATED
BY THE DRAWINGS. CONTRACTOR SHALL CHECK THE LINES, DIMENSIONS, AND
ELEVATIONS OF EACH UNIT OF WORK AS IT IS COMPLETED TO INSURE THE
PROPER INSTALLATION OF SUBSEQUENT WORK. SHOULD ANY DISCREPANCIES
BE FOUND WHEN THESE CHECKS AND RECHECKS ARE MADE, CONTRACTOR SHALL
REPORT THEM IMMEDIATELY TO COMPANY'S REPRESENTATIVE IN CHARGE. CON-
TRACTOR SHALL USE ALL REASONABLE PRECAUTIONS TO PRESERVE LINES AND
GRADES.
7.0 ADJUSTMENT OF LUMP SUM PRICES FOR ITEM (1) IN PROPOSAL:
THE LUMP SUM PRICES FOR ITEM N0. 1 IN THE PROPOSAL SHALL BE BASED
ON CONSTRUCTION OF CONCRETE FOUNDATIONS TO THE MINIMUM DEPTHS BE-
LOW GROUND INDICATED ON THE DRAWINGS,
8307
SCOPE
1-5
7.0 ADJUSTMENT OF LUMP SUM PRIDES FOR ITEM (1) IN PROPOSAL: (CONTINUED)
F ANY INCREASE OR DECREASE IN SAID MINIMUM DEPTHS IS ORDERED BY
COMPANY'S REPRESENTATIVE IN,CHARGE THE PRICE FOR ITEM N0. 1 WILL
BE ADJUSTED AS SET FORTH IN THE PROPOSAL.
8.0 ITEM SEGREGATION:
BIDDERS ARE REQUESTED TO SUBMIT ALONG WITH THEIR PROPOSALS, A
SEGREGATION OF THE LUMP SUM PRICE QUOTED UNDER ITEM NO. 1 IN THE
PROPOSAL FOR THE PERFORMANCE OF THE WORK HEREUNDER, ITEMIZING THE
COST FOR EACH ITEM OF WORK LISTED BELOW INCLUDING THE ALLOWANCE
FOR PROFIT, INSURANCE AND OVERHEAD EXPENSE IN EACH ITEM, THE TOTAL
OF WHICH SHALL EQUAL THE LUMP SUM PRICE.
9.0 SHOP DRAWINGS:
9.1 GENERAL: CONTRACTOR SHALL SUBMIT PRINTS OF SHOP -DRAW-
INGS TO CONSTRUCTOR FOR ENGINEERS APPROVAL AS REQUIRED UNDER
PARAGRAPH 9.5 FOLLOWING. ANY DRAWINGS OR CALCULATIONS SUBMITTED
THAT COME UNDER THE JURISDICTION OF THE CALIFORNIA CIVIL AND PRO-
FESSIONAL ENGINEERS ACT SHALL CONFORM TO THE ACT. THE TITLES OF
SHOP DRAWINGS SHALL CONFORM TO THE RELATED COMPANY'S DESIGN DRAW-
INGS AND COMPANY'S SPECIFICATION NUMBER SHALL APPEAR ON EACH DRAW-
ING. DRAWINGS SHALL BE ALL ONE SIZE, A MULTIPLE OF 8f'-INCH BY 11-
INCH AND PREFERABLY EITHER 22-INCH BY 34-INCH OR 25-z-INCH BY 44-INCH
(TRIM SIZE). DRAWINGS SHALL BE UNIFORMLY NUMBERED WITH ONLY ONE
SERIES OF VENDORS NUMBERS. TITLE BLOCKS SHALL BE A UNIFORM SIZE
FOR EACH VENDOR WITH A SPACE RESERVED THEREIN FOR A PACIFIC GAS AND
ELECTRIC RECORD NUMBER.
9.2 APPROVAL: THREE PRINTS OF EACH SHOP DRAWING SHALL BE
SUBMITTED FOR APPROVAL TO CONSTRUCTOR. ONE COPY OF EACH PRINT
WILL BE RETURNED TO CONTRACTOR, EITHER:APPROVED OR WITH NOTATIONS
INDICATING ANY CHANGES THAT SHALL BE MADE TO THE SHOP DRAWING,
9.3 STAMP: THE PRINTS SHALL BEAR THE STAMP OF APPROVAL OF
COMPANY'S DEPARTMENT OF ENGINEERING BEFORE COMMENCING FABRICATION
OF THE WORK. NO CHANGES IN DESIGN OR DETAILS -SHALL BE MADE ON THE
APPROVED DRAWING UNLESS AUTHORIZED BY ENGINEER.
9.4 COPIES: IMMEDIATELY UPON RECEIPT OF APPROVED DRAWINGS,
6 LEGIBLE BLUEPRINTS OR BLUE LINE PRINTS OF EACH OF THE APPROVED
SHOP DRAWINGS SHALL BE FURNISHED TO CONSTRUCTOR BY CONTRACTOR.
9.5 ITEMS REQUIRING APPROVAL: BLUEPRINTS OF SHOP DRAWINGS
OF THE FOLLOWING WORK SHALL BE SUBMITTED FOR APPROVAL:
9.51 REINFORCING STEEL FOR CONCRETE WORK.
9.52 STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK.
9.53- MILLWORK.
9.54 GLUED" -LAMINATED WOOD MEMBERS.
10.0
11.0
8307
SCOPE
1-6
9.55 TILT -UP CONCRETE PANELS AND PICK-UP POINTS.
9.56 ARCHITECTURAL PORCELAIN ENAMEL FASCIA.
9.57 ALUMINUM ENTRANCE AND WINDOW FRAMES.
9.58 METAL TOILET PARTITIONS,
9.59 AIR CONDITIONING, ELECTRICAL AND PLUMBING EQUIPMENT
AND FIXTURES AS DEFINED IN THE SPECIFICATIONS GOVERNING THESE
SECTIONS..
DRAWING LIST
THE FOLLOWING DRAWINGS ARE PERTINENT TO THE WORK HEREUNDER:
STANDARD DRAWINGS:
DRAWING NO. CHANGE DESCRIPTION
15806 2 STANDARD FIRE EXTINGUISHER BOARDS
15807 6 STANDARD FIRE EXTINGUISHER BOARDS
DRAWING No, CHANGE DESCRIPTION
328941
01
TITLE SHEET
328942
01
SITE PLAN & PARTIAL ROOF PLAN
328943
01
SCHEDULES - DOOR & WINDOW DETAILS
328944
01
FLOOR PLAN AND LEGEND
328945
01
EXTERIOR ELEVATIONS & DETAILS
328946
01
REFLECTED CEILING PLAN & DETAILS
328947
01
CROSS SECTION & DETAILS
328948
01
INTERIOR & TYPICAL EXT. PANEL ELEV'S. & DETAILS
326949
01
MOVABLE PARTITION LAYOUT PLAN
328950
01
FOUNDATION PLAN AND DETAILS
328951
01
ROOF FRAMING PLAN AND DETAILS
328952
01
GENERAL NOTES & FRAMING DETAILS
328953
01
FRAMING CONNECTION DETAILS
328954
01
1/4" SCALE SECTION & DETAILS
328955
01
1/4" SCALE SECTIONS & DETAILS
328956
01
ELECTRICAL SITE PLAN, SYMBOLS & SCHEDULES
328957
01
ELECTRICAL LIGHTING FLOOR PLAN
328958
01
ELECTRICAL RECEPTACLE FLOOR PLAN
328959
01
AIR CONDITIONING SITE PLAN, FLOOR PLAN &
SCHEDULES
328960 01 AIR CONDITIONING CONTROL & DETAILS
328961 01 PLUMBING PLOT PLAN, SCHEDULES & DETAILS
328962 01 PLUMBING FLOOR PLAN & DETAILS
AS -BUILT. DRAWINGS: AT THE END OF THE JOB, THE CONTRACTOR SHALL FUR-
NISH TO THE COMPANY'S REPRESENTATIVE A COMPLETE SET OF DRAWINGS SHOW-
ING ALL AS -BUILT CONDITIONS AND MEASUREMENTS. ACCURACY IS REQUIRED
FOR ALL ITEMS UNDERGROUND OR HIDDEN BY SUBSEQUENT CONSTRUCTION.
8307
SCOPE
1-7
12.0 L I ST OF ITEMS
REFER TO ITEM 8.0 ABOVE FOP REQUIREMENTS FOR ITEMIZING LUMP SUM PRICE
QUOTED IN ITEM 1 OF THE PROlOSAL.
ITEM AMOUNT
1. DEMOLITION
2. CLEARING, GRADING, EXCAVATION & FILL
3. CONCRETE WORK & REINFORCING STEEL
4. STRUCTURAL STEEL & MISCELLANEOUS METAL WORK
5. MASONRY WORK
6. CARPENTRY & MILLWORK
7. SHEETMETAL WORK
8. LATHING & PLASTERING
9. GLASS & GLAZING WORK
10. BUILT-UP ROOFING & WATERPROOFING
11, ARCHITECTURAL PORCELAIN ENAMEL FASCIA
12. CEILING & WALL INSULATION
13. SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM
14. RESILIENT FLOORING
15. FIELD PAINTING
16. FVNISH HARDWARE
17. MISCELLANEOUS:
1. FIRE EXTINGUISHER CABINETS
2. CERAMIC TILE WORK
3 METAL TOILET PARTITIONS
4. GLAZE TOILET PARTITIONS
5. MOVABLE OFFICE PARTITIONS
6. PAVING WORK
18. ELECTRICAL WORK
19. AIR CONDITIONING WORK
20. PLUMBING WORK
TOTAL $
OR
CTION 2
D:MOLITION
SCOPE AND GENERAL
1.1 GENERAL CONDITiON£; THE REQUIREMENTS OF THE
CONDITIONSf AND "SPECIFIC CCJDIT'IONS" OF THE CONTRACT
THE WORK OF THIS SECTION,
DEMOL I T I6N
Z-1
"GENERAL
APPLY TO ALL
1.2 SCOPE: THE WORK L'NDER THIS SECTION SHALL COMPRISE THE
COMPLETE DEMOLITION AND DISMANTLING OF EXISTING CONSTRUCTION AND
MATERIALS AS REQUIRED BY THE, DRAWINGS AND SPECIFIED HEREIN. THOSE
MATERIALS AND/OR PRODUCTS TFAT FALL INTO THE CATAGORY OF POSSIBLE
RE -USE, AT CONTRACTOR'S OPT,ON, SHALL BE DISMANTLED AND STORED ON
THE SITE DESIGNATED BY COMPANY'S REPRESENTATIVE AND ARE AS FOL-
LOWS:
1,21 ARCHITECTURAL. PORCELAIN ENAMEL PANELS.
1.22 SUSPENDED ACOUSTICAL PANEL. CEILING MATERIALS.
1,23 ALUMINUM FRAMING AND GLASS.
1.24 FINISH HARDWARE ITEMS,
1.25 MILLWORK ITEMS.
EXTREME CARE SHALL BE EXERCISED IN THE DISMANTLING
OF THESE ITEMS AND OTHER ITEMS IN THE DRAWINGS AND SPECIFICA-
TIONS WHOSE RE --USE IS OBLIGATORY. THE COMPANY'S REPRESENTA-
TIVE SHALL BE THE SOLE JUDGE AS TO.THE CONDITION OF THESE MA-
TERIALS AND PRODUCT'S AND POSSIBILITY OF THEIR RE -USE.
. 1.3 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION,
2.0 OPERATIONS
2.1 CONTROLS: THIS CONTRACTOR SHALL TAKE ALL MEASURES NEC-
ESSARY -TO KEEP NOISE, DUST, WATER AND DEBRIS TO AN ABSOLUTE MINI-
MUM, DEBRIS SHALL BE REMOVED FROM THE PREMISES AT THE DIRECTION
OF THE COMPANY'S REPRESENTATIVE,
2.2 SALVAGE: THE COMPANY'S REPRESENTATIVE SHALL DETERMINE
THOSE ITEMS OF SALVAGE WHICH SHALL REMAIN THE PROPERTY OF THE
COMPANY AND SHALL DIRECT THE PLACE .OF 'THEIR S"IORAGE. ALL OTHER
ITEMS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RE-
MOVED FROM THE SITE,
2.3 NOTICE: THE CONTRACTOR SHALL GIVE THE COMPANY SUFFICIENT
NOTICE AS TO HIS DEMOLITION OPERATIONS SO THAT PROPER PRECAUTIONS
CAN BE OBSERVED BY COMPANY PERSONNEL.
8307
DEMOLITION
2-2
2.4 'BARRICADE: PROPER AND SUFFICIENT BARRICADES SHALL BE
ERECTED TO INSURE THE SAFETY OR THE PUBLIC, COMPANY PERSONNEL AND
JOB WORKMEN.
2.5 SCHEDULES: OPERATIONS SHALL BE SO SCHEDULED AS TO MIN-
IMIZE COMPANY PERSONNEL INCONVENIENCE, COMFORT AND PRODUCTIVITY.
SCHEDULE SHALL BE COORDINATED IN CONFERENCE WITH COMPANY'S REPRE-
SENTATIVE.
8307
GRADING
-EXCAVA.,I)N
3-I
SECTION 3
CLEARING, GRADING',EXCAVATION AND FILL
1.0 SCOPE AND GENERAL
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND "SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: THE WORK UNDER THIS SECTION COMPRISES THE COMPLETE
PERFORMANCE OF ALL CLEARING, GRADING, EXCAVATION AND FILL,'A'LL AS
SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. TRENCHING FOR ELEC-
TRICAL, MECHANICAL, AND PLUMBING WORK WILL BE PERFORMED UNDER THEIR
RESPECTIVE SECTIONS.
1.3 SUPPLEMENT: ANY CHANGES AND ADDITIONS HERETO ARE ADDED
AS.A SUPPLEMENT AT THE END OF THIS SECTION.
1.4 GENERA AREAS OF THE WORK SITE (OTHER THAN AREAS TO BE
GRADED HEREUNDER: WHICH ARE USED BY CONTRACTOR SHALL BE RETURNED
TO THEIR ORIGINAL CONDITION AND GRADE UNLESS OTHERWISE PERMITTED
BY. CONSTRUCTOR, EXISTING PAVING REMOVED OR DAMAGED AS A RESULT OF
EXCAVATION OR OTHER WORK SHALL BE REPLACED WITH NEW EQUIVALENT
PAVING.
1.5 DENSITY: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
THE DENSIT'LES Oil COMPACTION) SPECIFIED HEREIN. DENSITY (OR COM-
PACTION) WILL BE DETERMINED BY COMPANY WITH THE TEST METHODS CUR-
RENTLY IN USE BY THE STATE OF CALIFORNIA, DIVISION OF HIGHWAYS,
1.6 SUPPLEMENT:ANY CHANGES OR ADDITIONS WILL BE ADDED AS A
SUPPLEMENT AT THE END OF THIS SECTION,
2.0 CLEARING AND GRADING
2.1 CLEARING AND STRIPPING: AREAS TO BE GRADED OR TO RE-
CEIVE FILL SHALL BE CLEARED OF ALL DRAIN ROCK, WEEDS, SOD, AND
DEBRIS, AREAS WHICH ARE TO RECEIVE FILL, PAVING, OR CONCRETE SHALL
BE STRIPPED OF SOD, VEGETATION, AND SOFT MATERIAL WHICH WILL NOT
PROPERLY COMPACT. VEGETATION AND OTHER SPOIL MATERIAL SHALL BE DIS-
POSED OF AWAY FROM WORK SITE,
2.2 GRADES: SHALL BE WITHIN THE FOLLOWING TOLERANCES OF THE
ESTABLISHED ELEVATIONS, WITH AN ALLOWANCE FOR ANY SURFACE PAVING:
2.21 AREAS IN CUT: WITHIN TOLERANCE OF ONE -TENTH -FOOT
PLUS OR MINUS GRADES INDICATED.
2.22 AREAS IN FILL: WITHIN TOLERANCE OF ONE -TENTH -FOOT
ABOVE GRADE INDICATED BUT IN NO CASE BELOW GRADES INDICATED,
8307
GRADING-EXCAb4"1-i0N'
3-2
3.0 EXCAVATION FOR STRUCTURES
3.1 GENERAL: EXCAVATIONS SHALL BE MADE TO THE DEPTHS, DI-
MENSIONS, AND GRADE -LINES NECESSARY TO CONSTRUCT THE WORK AS IN-
DICATED BY THE DRAWINGS, IN AREAS WHERE POOR BEARING MATERIAL IS
ENCOUNTERED, EXCAVATIONS SHALL BE EXTENDED IN DEPTH AS REQUIRED BY
CONSTRUCTOR TO OBTAIN FIRM MATERIAL. COMPENSATION FOR SUCH EXCA-
VATION WILL BE IN ACCORDANCE WITH THE 'EXTRA WORK AND CHANGES" PAR-
AGRAPH IN THE GENERAL CONDITIONS, WHERE EXCAVATIONS HAVE BEEN EX-
TENDED BELOW DEPTHS INDICATED WITHOUT CONSTRUCTORS AUTHORIZATION,
BACKFILLING OF SUB -BASE WILL NOT BE PERMITTED, CONCRETE SHALL BE
PLACED DIRECTLY UPON THE EXCAVATED SURFACE AND ALL ADDITIONAL WORK
AS A RESULT OF SUCH OVER -EXCAVATION SHALL BE AT THE SOLE EXPENSE
OF CONTRACTOR,
3.2 EXCAVATION SUPPORTS: CONTRACTOR SHALL PROVIDE, INSTALL,
AND SUBSEQUENTLY REMOVE ALL SHORING, LAGGING, OR OTHER SUPPORTS
NECESSARY FOR PERFORMANCE OF THE EXCAVATION WORK.
3.3 DEWATERING: WHILE CONCRETE IS BEING POURED OR OTHER WORK
IS BEING PERFORMED IN AN EXCAVATION,THE EXCAVATION SHALL BE KEPT
FREE OF WATER. CONTRACTOR SHALL PROVIDE ALL TEMPORARY DRAINGAGE
OR DIVERSION STRUCTURES, SUMPS, PIPING, PUMPING EQUIPMENT, AND OTHER
FACILITIES AS NECESSARY AND UPON COMPLETION OF ALL WORK, OR WHEN DI-
RECTED, CONTRACTOR SHALL REMOVE ALL SUCH FACILITIES.
3.4 STABLE MATERIAL: EXCAVATIONS IN STABLE MATERIAL, WHICH
WILL SAFELY STAND DURING PLACING OF CONCRETE, MAY BE MADE AS CLOSE
AS PRACTICABLE TO THE NEAT CONCRETE LINES SHOWN ON THE DRAWINGS.
ALL LOOSE MATERIAL SHALL BE REMOVED WHICH WILL NOT STAND DURING
POURING OF CONCRETE. EXCAVATION WORK PERFORMED IN THIS MANNER SHALL
PROVIDE FOR THE CONSTRUCTION OF FORMS TO A MINIMUM DISTANCE OF ONE -
FOOT BELOW TOP OF EXCAVATION,
3.5 UNSTABLE MATERIAL_: EXCAVATION IN UNSTABLE MATERIAL SHALL
BE TO LINES THAT WILL ALLOW SPACE FOR ANY NECESSARY LAGGING AND
SHORING, AND PERMIT THE CONSTRUCTION OF FORMS,
4,0 FILL AND BACKFILL
4.1 GENERAL: FILL.UPON WHICHPAVINGOR CONCRETE IS TO BE
PLACED SHALL BE COMPACTED•TO THE REQUIRED SUB -GRADE ELEVATION.
EXCAVATION FOR ALL STRUCTURES AND OTHER FACILITIES FOUNDED IN FILL
SHALL BE PERFORMED AFTER PLACING AND COMPACTION OF THE FILL.
4,2 PREPARATION OF SURFACES TO RECEIVE CONCRETE OR FILL: THE
ORIGINAL GROUND SHALL BE STRIPPED OF ALL SOD, VEGETATION, AND PAV-
ING. AFTER STRIPPING, THE TOP E INCHES OF THE STRIPPED SURFACE SHALL
BE COMPACTED TO A MINIMUM RELATIVE DENSITY OF 95 PERCENT OF MAXIMUM
DENSITY, EXCEPT FOR AREAS UNDER CONCRETE FLOOR SLABS. FOR AREAS
UNDER FLOOR SLABS, THE IN -PLACE MATERIAL SHALL BE COMPACTED TO A
MINIMUM DEPTH OF 12 INCHES AT 20 PERCENT MOISTURE CONTENT AND TO.A
MINIMUM RELATIVE DENSITY OF 90 PERCENT OF MAXIMUM DENSITY.
I
8307
GRADING-EXCAV.11';C,N
3-3
4.2 PREPARATION OF SURFACES TO RECEIVE CONCRETE OR FILL: (CON-
TINUED) -SOFT MATERIAL IN THE. ORIGINAL GROUND THAT WILL NOT COMPACT
SATISFACTORILY SHALL BE REMCVED AND REPLACED WITH SUITABLE, COM-
PACTIBLE MATERIAL AS DIRECTED BY CONSTRUCTOR, EXCEPT THAT UNDER
SPREAD FOOTINGS, SOFT -MATERIAL UNDER SPREAD FOOTINGS SHALL BE RE-
MOVED AND THE FOOTING SHALL 3E CAST DIRECTLY ON THE NEW SUB -BASE
ELEVATION. COMPENSATION FOR SUCH WORK WILL BE IN ACCORDANCE WITH
THE "EXTRA WORK AND CHANGES". PARAGRAPH IN THE GENERAL CONDITIONS.
4.3 MATERIAL FOR FILL OR BACKFILL:
4.31 YARD AREAS AND TRENCHES: MATERIAL OBTAINED AT THE
WORK SITE FROM GRADING OPERATIONS MAY BE USED FOR FILL (OR
BACKFILL) IN YARD AREAS AND TRENCHES PROVIDED IT CONTAINS NO
VEGETABLE OR REFUSE MATTER.
4.32 BACKFILL FOR STRUCTURES: MATERIAL SHALL CONTAIN
NO ADOBE, VEGETABLE MATTER OR OTHER MATERIAL SUBJECT%TO SWELL-
ING OR SHRINKAGE.
.4.33 UNDER CONCRETE SLABS: MATERIAL SHALL BE IN AC-
CORDANCE WITH
4.4 PLACING: FILL AND BACKFILL SHALL BE PLACED IN LAYERS NOT
MORE THAN 8-INCH-THICK BEFORE COMPACTION. PLACING OF BACKFILL SHALL
COMMENCE ONLY WHEN AUTHORIZED BY THE CONSTRUCTOR, BACKF4'LL`:SHALL:�PBE
PLACED AND COMPACTED BY APPROVED METHODS AND IN A MANNER THAT WILL
NOT CAUSE DISPLACEMENT OR INJURY TO THE WORK. THE MOISTURE CONTENT
OF ALL LAYERS SHALL BE AT (OR SLIGHTLY BELOW) THE OPTIMUM MOISTURE
CONTENT REQUIRED TO OBTAIN THE DENSITIES LISTED IN PARAGRAPH 4.5.
4.5 COMPACTION: ALL FILL AND BACKFILL UNDER SLABS OR PAVING
SHALL BE COMPACTED A MINIMUM RELATIVE DENSITY OF 95 PERCENT OF MAX-
IMUM DENSITY. OTHER BACKFILL SHALL BE COMPACTED TO A MINIMUM REL-
ATIVE DENSITY OF 90 PERCENT OF MAXIMUM DENSITY EXCEPT WHERE SUR-
ROUNDING FILL IS COMPACTED TO 95 PERCENT, THEN COMPACTION SHALL BE
95 PERCENT.
5.0 DISPOSAL OF SPOIL
5.1 DEBRIS AND EXCESS SPOIL FROM EARTHWORK OPERATIONS WILL
BECOME CONTRACTORS PROPERTY AND SHALL BE DISPOSED OF AWAY FROM
THE WORK SITE.
5.2 COMBUSTIBLE MATERIAL SHALL NOT BE BURNED AT THE WORK
S ITE.
6.0 EXPOSED DRAIN ROCK FILL:
6.1 WHERE INDICATED ON SHEET A-1 OF THE DRAWINGS, EXPOSED
DRAIN ROCK FILL SHALL BE 1-1/211 CRUSHED ROCK IN NATURAL GREY COLOR
TO MATCH EXISTING EXPOSED DRAIN ROCK FILL.
8 307
GRADING-EXCAV!, iON"
3-4
6.2 WHERE INDICATED ON SHEET A-3 OF THE DRAWINGS, EXPOSED
DRAIN ROCK FILL SHALL BE 1-1/2" CRUSHED ROCK IN ALTERNATING PANELS
OF NATURAL GREY COLOR AND IN BUFF COLOR TO MATCH EXISTING EXPOSED
DRAIN ROCK FILL,
7.0 SOIL STERILIZATION
7.11 SOIL UNDER EXPOSED DRAIN ROCK FILL SHALL BE STERILIZED
WITH "TRiox" OR "DI -NITRO" SPRAYED ON AS PER MANUFACTURER'S DIREC-
TION.
8307
CONCRETE,..
4-1
SECTION 4
CONCRETE WORK AND REINFORCING STEEL
1.0 SCOPE AND GENERAL
1.1 -GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS" AND "SPECIFIC CONDITIONS' OF THE CONTRACT APPLY TO
ALL THE WORK OF THIS SECTION.
1,2 SCOPE: THE WORK HEREWNDER COMPRISES THE COMPLETE PER-
FORMANCE OF ALL CONCRETE WORK AND REINFORCING STEEL AS SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN.
1.3 REFERENCES: THE ASTM DESIGNATIONS REFERRED TO HEREIN
SHALL BE THE CURRENT REVISION THEREOF,
1.4 SUPPLEMENT: CHANGES AND ADDITIONS HEREIN, IF ANY, ARE
ADDED AS A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 FORMN,ORK:
2,1 SURFACE FINISH: FORM MATERIAL IN CONTACT WITH CONCRETE
SHALL PRODUCE SURFACE FINISHES AS FOLLOWS:
2,11 SURFACES EXPOSED TO VIEW SHALL HAVE A SMOOTH FIN-
ISH, A UNIFORM TEXTURE, AND A SYMMETRICAL PATTERN, AS OB-
TAINED BY USE OF PLYWOOD, ONLY LONG -LENGTHS AND LARGE PANELS
SHALL BE USED,
2.12 UNEXPOSED SURFACES SHALL HAVE A SMOOTH OR ROUGH
FINISH AS OBTAINED BY USING SURFACED OR UNSURFACED LUMBER OR
OTHER SUITABLE MATERIAL.
2,2 SURFACE TREATMENT: FORMS'SHALL BE TREATED WITH AN AP-
PROVED MATERIAL TO PREVENT THE ADHESION OF CONCRETE TO THE FORMS,
BUT WHICH WILL NOT STAIN, PREVENT -PROPER CURING, OR LEAVE A COAT-
ING THAT IMPAIRS THE BONDING OF PAINT OR OTHER COATINGS, THE FORM
TREATMENT'MATERIAL SHALL BE REMOVED FROM ALL SURFACES AGAINST
WHICH OTHER MATERIAL WILL BE BONDED.
2.3 ACCESSORIES: WOOD FORM SPREADERS SHALL NOT BE USED,
METAL FORM ACCESSORIES LEFT IN THE CONCRETE SHALL NOT BE CLOSER
THAN 1-INCH FROM FINISHED CONCRETE SURFACES, '
2.4 CONSTRUCTION: THE FORMS SHALL BE CONSTRUCTED TRUE TO
LINES AND DIMENSIONS, THE FORMS SHALL BE OF ADEQUATE STRENGTH TO
PREVENT DEFLECTION AND SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF
THE MORTAR, APPROVED TIES SHALL BE USED TO PREVENT SPREADING OF
FORMS, SHARP EDGES SHALL BE CHAMFERED WITH SMOOTH TRIANGULAR FIL-
LETS, HOLES CAUSED BY REMOVAL OF FORM ACCESSORIES SHALL BE FILLED
WITH MORTAR, OPENINGS OF ADEQUATE SIZE SHALL BE PROVIDED WHERE
NECESSARY FOR INSPECTION AND CLEANING.
8:307
CoNChz:T ..:.
4-2
6
2,5 REMOVAL: THE FORMS SHALL REMAIN IN PLACE UNTIL FORM
REMOVAL IS APPROVED BY CONSTRUCTOR, ALL FORMS SHALL BE REMOVED
UPON COMPLETION OF THE WORK.
3,0 REINFORCING BARS
3.1 GENERAL: ALL STEEL FURNISHED HEREUNDER SHALL BE ROLLED
FROM DOMESTICALLY PRODUCED INGOTS,
3,2 BARS: REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE
GRADE BILLET STEEL, CONFORMING TO THE SPECIFICATIONS OF ASTM DES-
IGNATIONS A15 AND A305, AND SHALL BE FREE FROM ANY COATING WHICH
WILL .REDUCE BONDING.
3,3 MELDED UVIRE FABRIC SHALL CONFORM TO THE SPECIFICATIONS
OF ASTM DESIGNATION COLDDRAWN WIRE FOR WELDED WIRE FABRIC
SHALL CONFORM TO THE SPECIFICATIONS OF ASTM DESIGNATION A82,
3,4 FABRICATION: BARS TO BE BENT SHALL BE COLD BENT AROUND
PINS OF THE FOLLOWING MINIMUM DIAMETERS:
3.41 STIRRUPS AND TIES - TWICE THE BAR DIAMETER,
3.42 NO, 8 BARS OR SMALLER - SIX TIMES THE BAR DIAMETER,
3.43 No, 9 OR LARGER - EIGHT TIMES THE BAR DIAMETER,
3,5 ACCESSORIES: BARS SHALL BE SUPPORTED BY AN APPROVED
TYPE OF METAL OR CONCRETE CHAIR, METAL SPACERS, OR HANGERS. METAL
SUPPORTS LEFT IN THE CONCRETE SHALL BE A MINIMUM OF ONE -INCH FROM
ANY CONCRETE SURFACE UNLESS OTHERWISE INDICATED BY THE DRAWINGS.
3,6 SPACING: A MINIMUM CENTER -LINE SPACING OF THREE TIMES
THE BAR DIAMETER, SHALL BE PROVIDED FOR PARALLEL BARS, UNLESS
OTHERWISE SHOWN ON THE DRAWINGS, THE CLEARANCE BETWEEN BARS, OR
BETWEEN BARS AND FORMWORK, SHALL NOT BE LESS THAN ONE AND ONE-HALF
TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE,
3,7 PLACING: REINFORCING BARS SHALL BE ACCURATELY PLACED AND
SECURELY HELD IN PLACE WHILE CONCRETE IS PLACED. BARS SHALL BE
LAPPED A MINIMUM OF FORTY -BAR DIAMETERS WITH LAPS STAGGERED, TIE -
WIRE SHALL BE A MINIMUM OF 16 GAUGE, BLACK ANNEALED WIRE,
3,8 THICKNESS: THE MINIMUM THICKNESS OF CONCRETE SUR-
ROUNDING REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE INDI-
CATED BY THE DRAWINGS:
3,81 AGAINST GROUND, 311; WITH FORMS, 211,
3.62 COLUMNS - 12" CLEAR TO TIES,
3.83 FLOOR SLABS ON GROUND - AT CENTER OF SLABS,
8 :107
Cot-c' c
4-2
2.5 REMOVAL: THE FORMS SHALL REMAIN IN PLACE UNTIL FORM
REMOVAL IS APPROVED BY CONSTRUCTOR, ALL FORMS SHALL BE REMOVED
UPON COMPLETION OF THE WORK,
3,0 REINFORCING BARS
3.1 GENERAL: ALL STEEL FURNISHED HEREUNDER SHALL BE ROLLED
FROM DOMESTICALLY PRODUCED INGOTS,
3.2 BARS: REINFORCING BARS SHALL BE DEFORMED, INTERMEDIATE
GRADE BILLET STEEL, CONFORMING TO THE SPECIFICATIONS OF ASTM DES-
IGNATIONS A15 AND A305, AND SHALL BE FREE FROM ANY COATING WHICH
WILL REDUCE BONDING.
3.3 WELDED WIRE FABRIC SHALL CONFORM TO THE SPECIFICATIONS
OF ASTM DESIGNATION A-185, COLDDRAWN WIRE FOR WELDED WIRE FABRIC
SHALL CONFORM TO THE SPECIFICATIONS OF ASTM DESIGNATION A82,
3.4 FABRICATION: BARS TO BE BENT SHALL BE COLD BENT AROUND
PINS OF THE FOLLOWING MINIMUM DIAMETERS:
3.41 STIRRUPS AND TIES - TWICE THE BAR DIAMETER.
3.42 No, 8 BARS OR SMALLER - SIX TIMES THE BAR DIAMETER,
3.43 No, 9 OR LARGER - EIGHT TIMES THE BAR DIAMETER,
3.5 ACCESSORIES: BARS SHALL BE SUPPORTED BY AN APPROVED
TYPE OF METAL OR CONCRETE CHAIR, METAL SPACERS, OR HANGERS, METAL
SUPPORTS LEFT IN THE CONCRETE SHALL BE A MINIMUM OF ONE -INCH FROM
ANY CONCRETE SURFACE UNLESS OTHERWISE INDICATED BY THE DRAWINGS.
3,6 SPACING: A MINIMUM CENTER -LINE SPACING OF THREE TIMES
THE BAR DIAMETER, SHALL BE PROVIDED FOR PARALLEL BARS, UNLESS
OTHERWISE SHOWN ON THE DRAWINGS, THE CLEARANCE BETWEEN BARS, OR
BETWEEN BARS AND FORMWORK, SHALL NOT BE LESS THAN ONE AND ONE-HALF
TIMES THE MAXIMUM SIZE OF COARSE AGGREGATE.
3.7 PLACING: REINFORCING BARS SHALL BE ACCURATELY PLACED AND
SECURELY HELD IN PLACE WHILE CONCRETE IS PLACED, BARS SHALL BE
LAPPED A MINIMUM OF FORTY -BAR DIAMETERS WITH LAPS STAGGERED, TIE -
WIRE SHALL BE A MINIMUM OF 16 GAUGE, BLACK ANNEALED WIRE,
3.8 THICKNESS: THE MINIMUM THICKNESS OF CONCRETE SUR-
ROUNDING REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE INDI-
CATED BY THE DRAWINGS:
3.81 AGAINST GROUND, 3"; WITH FORMS, 211
3,82 COLUMNS - l2-" CLEAR TO TIES,
3,83 FLOOR SLABS ON GROUND - AT CENTER OF SLABS,
8307
CONCRE.'Ea.
4-3
3,84 WELDED WIRE FABRIC — AT CENTER OF SLABS,
3.85 ALL OTHER PLACES — 1-i".
4.0 GENERAL REQUIREMENTS FOR CONCRETE
4,1 METHOD: CONCRETE SHALL BE JOB OR READY —MIXED, READY —
MIXED CONCRETE SHALL CONFORM TO REQUIREMENTS OF THIS SECTION AND
TO THE SPECIFICATIONS OF ASTM DESIGNATION C94. A PROPORTIONS CER—
TIFICATE FOR EACH BATCH SHALL BE FURNISHED TO CONSTRUCTOR WITH
EACH DELIVERY. '
4.2 INSPECTION AND CONTROL: CONSTRUCTOR SHALL HAVE FULL
AUTHORITY TO CONDUCT SUCH TESTS AND INSPECTIONS AND EXERCISE SUCH
CONTROL OVER ALL CONCRETE OPERATIONS, INCLUDING MODIFICATIONS OF
THE DESIGN AND PROPORTIONING OF MIXES, TO INSURE THAT THE SPECIFI—
CATIONS IS FULLY COMPLIED WITH, SUCH CONTROL SHALL NOT CONSTITUTE
FINAL ACCEPTANCE OF CONCRETE AS MEETING THE SPECIFIED REQUIREMENTS
OR RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY OF COMPLYING THERE—
WITH. DEFECTIVE CONCRETE SHALL BE WASTED, REMOVED, REPLACED OR
OTHERWISE REMEDIED AT SOLE EXPENSE OF CONTRACTOR,
4.3 SERVICES: PRIOR TO PLACING CONCRETE, CONTRACTOR SHALL
DETERMINE AND COMPLY WITH ALL SLEEVE AND OPENING REQUIREMENTS FOR
UTILITIES, CONDUITS, OR OTHER ITEMS WHICH ARE REQUIRED BY THE WORK,
5.0 MATERIAL FOR CONCRETE
5.1 CEMENT SHALL BE CLEAN, FRESH, TYPE I, PORTLAND CEMENT AND
SHALL BE AN APPROVED BRAND CONFORMING TO THE SPECIFICATIONS OF ASTM
DESIGNATION C150.
5.2 AGGREGATE SHALL BE CLEAN AND SOUND AND SHALL CONFORM TO
THE SPECIFICATIONS OF ASTM DESIGNATION C33. AGGREGATE SHALL BE
UNIFORMLY GRADED WITH A MAXIMUM SIZE OF 1 INCHES UNLESS OTHERWISE
APPROVED BY CONSTRUCTOR, THE AGGREGATE FOR A DUST —ON MONOLITHIC
SLAB FINISH SHALL BE RIVER SAND AND SHALL PASS A N0, 10 SIEVE, WITH
30— TO 40—PERCENT PASSINGA N0. 30 SIEVE, (NOTE: AGGREGATE FOR
INTERIOR FLOOR SLABS AND EXTERIOR STAIRS SHALL BE 3/4" MAXIMUM.)
5.3 WATER SHALL BE FRESH AND SHALL BE FREE FROM INJURIOUS
AMOUNTS OF ACIDS, ALKALIES OR ORGANIC SUBSTANCES.
5.4 ADMIXTURES MAY BE USED TO REDUCE WATER AND CEMENT CON—
TENT AND TO IMPROVE THE WORKABILITY OF THE CONCRETE, PROVIDED THE
PROPOSED ADMIXTURE AND THE PROPORTIONS ARE FIRST APPROVED BY CON—
STRUCTOR, WHEN USING A WATER REDUCING AGENT THE CEMENT CONTENT
SHALL BE REDUCED AT LEAST 10—PERCENT OVER THAT OF A PLAIN MIX,
UNLESS OTHERWISE PROVIDED ADMIXTURES SHALL BE FURNISHED AT THE SOLE
EXPENSE OF CONTRACTOR,
6.0 PROPERTIES OF CONCRETE
6.1 STRENGTH: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 2500 POUNDS PER SQUARE INCH AT 28 DAYS,
8:'07
GONCRrT,F_
4-
6.2 CEMENT CONTENT: CONCRETE WHICH DOES NOT CONTAIN A
WATER REDUCING ADMIXTURE SHALL CONTAIN A MINIMUM OF 5 SACKS (CUBIC
FEET) PER CUBIC YARD, FOR'MIXES CONTAINING A WATER REDUCING AGENT,
THE CEMENT CONTENT MAY BE ADJUSI=D AS SET FORTH IN PRECEDING PARA- -
GRAPH 5.4,
6.3 SLUMP OF CONCRETE SHAI.L BE AS LOW AS PRACTICABLE TO PRO-
DUCE A DENSE WELL -CONSOLIDATED CONCRETE AND SHALL NOT EXCEED 4
INCHES UNLESS OTHERWISE AUTHORI2:ED BY CONSTRUCTOR, FOR SLABS, THE
SLUMP SHALL NOT EXCEED 3 INCHES.
6.4 PERCENTAGE OF FINE AGGREGATE: THE COMBINED AGGREGATES
SHALL BE OF SUCH PROPORTIONS THAT WHEN SEPARATED BY A N0, 4 STAND-
ARD SIEVE, THE WEIGHT OF MATERIAL RETAINED ON THE SIEVE SHALL BE
NOT LESS THAN 35-PERCENT NOR GREATER THAN 50-PERCENT OF THE TOTAL
WEIGHT OF THE COMBINED AGGREGATES,
6.5 CHANGES IN PROPORTIONS: WHEN DURING THE PROGRESS OF WORK,
CONCRETE OF THE REQUIRED PROPERTIES CANNOT BE OBTAINED WITH THE MA-
TERIALS, CHANGES IN APPROVED MIXES SHALL NOT BE MADE WITHOUT CON-
STRUCTOR'S AUTHORIZATION,
7.0 STRENGTH AND TESTS
7,1 SAMPLES: UNLESS WAIVED, CONTRACTOR SHALL SUBMIT THE FOL-
LOWING SAMPLE MATERIALS TO CONSTRUCTOR FOR TESTING AND APPROVAL
TOGETHER WITH THE CONCRETE MIX DESIGN PROPOSED TO BE USED:
7,11 ONE HUNDRED POUNDS OF THE FINE AGGREGATE AND OF
EACH PRIMARY SIZE OF COARSE AGGREGATE TO BE USED,
7,12 ONE SACK OF CEMENT TO BE USED.
7.13 ONE POUND OF EACH ADMIXTURE PROPOSED:
7.2 DESIGNED MIX TESTS:
7.21 COMPANY WILL TEST THE MATERIALS AND CHECK THE CON-
CRETE MIXES WHEN FURNISHED BY CONTRACTOR AND WILL MAKE COM-
PRESSION TESTS OF CYLINDERS USING THESE MATERIALS AND PROPOR-
TIONS, BASED UPON THE RESULTS OF THESE TESTS, COMPANY WILL
APPROVE THE MATERIALS AND MIXES SUBMITTED, OR REQUIRE SUCH
ADJUSTMENTS AS MAY BE DEEMED NECESSARY TO COMPLY WITH THIS
SPECIFICATION.
7,3 FIELD -MIX TEST: CONSTRUCTOR MAY SAMPLE CONCRETE BATCHES.
CONCRETE SAMPLES WILL BE TESTED IN ACCORDANCE WITH ASTM STANDARD
METHODS, SAMPLING AND TESTING WILL BE AT COMPANY'S EXPENSE, HOW-
EVER; CONTRACTOR SHALL MAKE SAMPLES READILY AVAILABLE AND SHALL
COOPERATE WITH CONSTRUCTOR TO FACILITATE SAMPLING, IF THE 7-DAY
STRENGTH TESTS INDICATE THAT THE CONCRETE IS LESS THAN SO PERCENT
OR MORE THAN 70 PERCENT OF THE SPECIFIED 28-DAY STRENGTH, CONTRAC-
TOR WILL BE REQUIRED TO CORRECT ANY OF THE METHODS OR PROCESSES
THAT ARE DEEMED BY CONSTRUCTOR TO CONTRIBUTE TO THE VARIANCE FROM
THE NORMAL STRENGTH -AGE RELATIONSHIP,
8307
CONCfiiE 1'E" .
4-5
7.4 SUBSTANDARD CONCRETE: DEFECTIVE OR INFERIOR CONCRETE
SHALL BE REMOVED AND REPLACED, OR OTHERWISE CORRECTED BY CONTRAC-
TOR AS APPROVED BY CONSTRUCTOR WITHOUT ADDITIONAL COST TO COMPANY.
8.0 MIXING AND PLACING
8.1 GENERAL REQUIREMENTS: CONCRETE WHICH SHOWS EVIDENCE OF
INITIAL SET PRIOR TO PLACEMENT SHALL BE DISCARDED. RETEMPERING
WILL NOT BE PERMITTED,
8.2 CENTRAL WET -MIX (READY -MIX: READY -MIX CONCRETE SHALL
BE DELIVERED TO THE WORK SITE IN WATERTIGHT VEHICLES AND PLACED
WITHIN 5 TO 45 MINUTES AFTER INTRODUCTION OF WATER TO THE MIX.
THE DELIVERED CONCRETE SHALL SHOW NO SIGNS OF SEGREGATION.
8.3 JOB -MIXED CONCRETE: MIXING TIME SHALL NOT BE LESS THAN
THE TIME RECOMMENDED BY MIXER MANUFACTURER OR LESS,TIME THAN THAT
REQUIRED TO PRODUCE A UNIFORM MIX.
8.4 PLACING: FORMS AND REINFORCING BARS SHALL BE CLEAN.
FORMS AND OTHER SURFACES TO RECEIVE CONCRETE SHALL BE WETTED PRIOR
TO PLACING CONCRETE. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE
WITH THE RECOMMENDATIONS OF AMERICAN CONCRETE INSTITUTE STANDARD
NO. 614., CONCRETE SHALL BE,PLACED IMMEDIATELY AFTER MIXING IN
LAYERS NOT GREATER THAN CAN'BE SATISFACTORILY CONSOLIDATED BY
APPROVED MEANS. THE FINAL FREE -FALL OF CONCRETE BEING PLACED SHALL
BE VERTICAL AND SHALL NOT EXCEED 5 FEET. IN DEEPWALL LIFTS, FALL-
ING CONCRETE SHOULD BE CLOSELY CONFINED IN A PROPER SIZE DOWN -PIPE
WITH THE DISCHARGE END WITHIN A FEW FEET OF FINAL POINT OF PLACE'"'_A
MENT. SLUMP OF CONCRETE SHALL BE DECREASED IN UPPER PORTION OF
WALL LIFTS. THE CONCRETE SHALL SHOW NO SEGREGATION OF MATERIALS
WHEN DISCHARGED FROM MIXER, CONVEYANCE OR HOPPER,.AND WHEN BEING
PLACED. CONCRETE SHALL BE POURED CONTINUOUSLY UNTIL POUR UNIT IS
COMPLETED. SIZE OF POUR UNIT SHALL MEET WITH THE APPROVAL OF CON-
STRUCTOR. CONCRETE SHALL BE WORKED INTO ALL CORNERS OR RECESSES
AND COMPACTED THOROUGHLY, LEAVING NO VOIDS. CONSOLIDATION SHALL
BE BY MEANS OF MECHANICAL VIBRATORS OR OTHER APPROVED METHODS.
8.5 CONSTRUCTION JOINTS: CONSTRUCTION JOINTS,NOT INDICATED
BY THE DRAWINGS SHALL OCCUR ONLY AT LOCATIONS APPROVED BY CON-
STRUCTOR, JOINTS SHALL BE MADE NEATLY TO CONTINUOUS.HORIZONTAL
LINES'WITH ROUGHENED 1. CONTACT SURFACES. THE JOINTS SHALL BE CLEANED
AND WETTED PRIOR TO THE NEXT POUR.
9.0 ITEMS EMBEDDED IN CONCRETE
9.1 EMBEDDED ITEMS: PRIOR TO PLACING CONCRETE, CONTRACTOR
SHALL INSTALL AND SECURE ALL ITEMS TO BE EMBEDDED AND PROVIDE
OPENINGS AS REQUIRED FOR CONDUITS AND OTHER UTILITIES, ITEMS TO
BE EMBEDDED IN OR EXTENDED THROUGH CONCRETE SHALL BE ACCURATELY
LOCATED AND SHALL BE FIRMLY HELD IN PLACE WITH TEMPLATES OR OTHER
APPROVED MEANS.
8307
CONCRETE.
4-6
9.2 EXPANSION JOINT•FILLER SHALL BE PRE -MOULDED STRIPS CON-
FORMING TO THE REQUIREMENTS OF THE SPECIFICATIONS, WITH SUBSEQUENT
AMENDMENTS, OF THE AMERICAN ASSOCIATION OF STATE HIGHWAY OFFICIALS
AND SHALL BE EITHER NON -EXTRUDING OR RESILIENT TYPE 11 CONFORMING
WITH AASHO SPECIFICATION M153.
10.0 FINISH OF FORMED SURFACES
SURFACES SHALL BE SMOOTH AND FREE OF FINS, HONEYCOMB OR SEG-
REGATION. DEFECTS SHALL BE REMEDIED BY CHIPPING CAVITIES AND
PATCHING OR BY OTHER METHODS APPROVED BY CONSTRUCTOR EXPOSED SUR-
FACES SHALL BE "SACKED" BY.RUBBING CEMENT MORTAR INTO ALL VOIDS
WITH BURLAP OR CANVAS, FINS SHALL BE GROUND SMOOTH AND ALL LOOSE
MORTAR SHALL BE REMOVED,
11.0 FINISH OF UNFORMED SURFACES
FINISHED JOINTS SHALL BE STRAIGHT AND TRUE. THE 'TOPPING SHALL
BE FLOATED AND GIVEN A STEEL TROWEL FINISH ON INTERIOR SLABS, EX-
CESS WATER AND LAITANCE SHALL BE REMOVED, NO "DUST-OV FINISH
SHALL BE APPLIED FOR THE PURPOSE OF ABSORBING THE FREE WATER, EX-
TERIOR SLABS SHALL BE GIVEN A STEEL TROWEL FINISH, AND WHERE SUB-
JECT TO FOOT-TRAFIC, SHALL ALSO BE MEDIUM BROOMED, SURFACES SHALL
BC SLOPED FOR DRAINAGE AS REQUIRED. AN EDGING TOOL'SHALL BE USED
ON HORIZONTAL EDGES,
12.0 CURING OF CONCRETE
12.1 GENERAL: AS SOON AS SURFACES HAVE BECOME SUFFICIENTLY
HARDENED; THEY SHALL BE KEPT CONTINUALLY MOIST BY AN APPROVED CUR-
ING METHOD FOR A PERIOD OF NOT LESS THAN DAYS, IN DRY WEATHER,
A FINE SPRAY OF WATER SHALL BE APPLIED TO THE SURFACE OF CONCRETE
SLABS FOR 24 HOURS AFTER FINISHING UNLESS OTHERWISE DIRECTED BY
THE OWNER'S REPRESENTATIVE IN CHARGE, USE AND SELECTION OF CURING
COMPOUNDS SHALL BE ONLY AFTER APPROVAL BY OWNERS REPRESENTATIVE,
13.0 TILT -UP WALL CONSTRUCTION
13,1 CONCRETE WORK AND MATERIALS SHALL BE AS SPECIFIED ELSE-
WHERE IN THIS DIVISION.
13,2 GENERAL: IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO COMPLETE THE PANELS AS SHOWN IN THE DRAWINGS, ALL -INSERTS,
BRACKETS, BRACES, REINFORCING, ETC, REQUIRED TO COMPLETE THIS WORK
SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR,
13.3 FORMS:
13.31 AS SOON AS THE FLOOR SLAB IS SUFFICIENTLY HARD,
THE WALL PANEL FORMS MAY BE CONSTRUCTED.
�' 3307
CON 0j,E ._.
4-7
13.32 FORMS SHALL BE OF WIDTH NECESSARY TO PROVIDE
THE WALL THICKNESS SHOWN IN THE DRAWINGS, BORE HOLES IN
FORMS AS REQUIRED TO FASS REINFORCING BARS, DOWELS, ETC.
INSTALL ALL CHAMFER STRIPS AND MISCELLANEOUS INSERTS AS RE-
QUIRED, (SEE DRAWINGS FOR LOCATION OF PICK-UP POINTS.)
13.33 .FORMS SHALL BE ADEQUATELY ANCHORED DOWN AND HELD
IN !POSITION BEFORE POURING CONCRETE,
13,4 COATING: AFTER FORMS, CHAMFER STRIPS, ETC, ARE COM-
PLETE, SPRAY OR APPLY AN APPROVED BOND BREAKING AGENT TO THE FLOOR
AND FORMS TO PREVENT BONDING OF WALL PANELS TO FLOOR. (BOND BREAK-
ING AGENT MUST BE OF TYPE OVER WHICH PAINT CAN BE READILY APPLIED
AND OVER WHICH FLOOR TILE CAN BE READILY ADHERED; WAX FREE; A.C,
HORN OR EQUAL.)
13.5 CONDUITS. BOXES AND OTHER INSERTS: WHERE NECESSARY,
ELECTRICAL CONDUITS, BOXES; ETC. MAY BE PLACED IN THE WALL PANELS.
13,6 POURING AND FINISHING: WHEN FORMS ARE READY FOR CON-
CRETE, CONCRETE IS POURED IN THE USUAL MANNER, MAXIMUM SLUMP IS
TO BE 4". VIBRATION AND FINISHING WORK SHALL BE DONE IN SUCH MAN-
NER AS TO PREVENT AIR BUBBLES AND HONEYCOMBING, CONCRETE SHALL BE
THOROUGHLY RODDED AND TAMPED BOTH WAYS, IF EXCESS WATER APPEARS
IT SHALL BE REMOVED, AFTER PANELS ARE FINISHED SMOOTH AND ARE SUF-
FICIENTLY HARD TO BE WALKED ON WITHOUT MARKING, THE SURFACE SHALL
BE SEALED WITH AN APPROVED CURING SOLUTION, ALL VOIDS, SPAWLS,
ETC,, SHALL BE NEATLY PATCHED AND FINISHED,
13.7 LIFTING AND SETTING:
13,71 AFTER CONCRETE HAS ATTAINED A MINIMUM COMPRESSIVE
STRENGTH OF 2500 P.S.I. AS DETERMINED BY TESTS, PANELS MAY BF.
LIFTED AND SET IN PLACE, (14 DAY MIN, CURE)
13,72 THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT DAMAGE TO ELECTRICAL WORK INSTALLED IN THE FLOOR
SLAB; AND DAMAGE TO THE FLOOR SLAB ITSELF. '
13.73 ALL PANELS SHALL BE ADEQUATELY BRACED AND HELD
IN POSITION UNTIL ROOF SHEATHING IS INSTALLED AND NAILED IN
PLACE,
13,74 PICK-UP POINTS AND METHOD OF ERECTION SHALL BE
THE CONTRACTORS RESPONSIBILITY,
13,75 NOTE THAT THE CRANE AND OTHER HOISTING EQUIPMENT
SHALL BE USED FROM THE EXTERIOR OF THE BUILDING AND WILL NOT
BE PERMITTED TO OPERATE ON THE FLOOR SLAB,
9307
Misc. ,.. ,...
SECTION 5
STRUCTURAL STEEL AND MISCELLANEOUS METAL
1.0 SCOPE AND GENERAL
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND"SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO
ALL THE WORK OF THIS SECTION.
1.2 SCOPE: THE WORK UNDER THIS SECTION COMPRISES FURNISH-
ING AND INSTALLING ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL
WORK INCLUDING FASTENINGS THEREFOR AS SHOWN ON THE DRAWINGS AND
AS SPECIFIED HEREIN,
1. 1.3 SUPPLEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS
2.1 GENERAL: MATERIALS SHALL BE NEW. WHEN NOT SPECIFIED
OR INDICATED, MATERIAL SHALL BE APPROVED BY THE ENGINEER AS TO
TYPE AND SUITABLE QUALITY, ALL STEEL FURNISHED HEREUNDER SHALL
BE ROLLED FROM DOMESTICALLY PRODUCED INGOTS.
2.2 STEEL:' STRUCTURAL STEEL AND APPURTENANT MATERIALS
SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATION OF ASTM
DESIGNATION A7 OR A36.
2.3 ANCHORS: EXPANSION SHIELDS FOR LAG -SCREWS FOR ANCHORING
M-ISCELLANEOUS STEEL SHALL BE AS FOLLOWS: SEBCO, STAR DOUBLE EX-
PANSION SHIELDS, STAR "SLUG -IN COMPOUNDED ANCHORS"; NATIONAL LEAD
COMPANY'S "CINCH ANCHORS" FOR BOLTS OR STUDS; PHILLIPS SELF -DRILL-
ING ROD HANGER FOR EXPANSION SHELLS,
3.0 GALVANIZING
3.1 GENERAL: THE DRAWINGS AND/OR SPECIFICATION WILL IN-
DICATE STEEL WHICH SHALL BE GALVANIZED.
3.2 STRUCTURAL SHAPES: ALL ITEMS TO BE GALVANIZED SHALL. BE:
GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH THE SPECIFICATION
OF ASTM DESIGNATION A123. THE MINIMUM WEIGHT OF COATING SHALL. BE
1.8 OUNCE PER SQUARE FOOT, WHEN GALVANIZING CLOSED PIPE SECTIONS,
A SMALL HOLE SHALL BE PROVIDED TO RELIEVE INTERNAL PRESSURE,
3.3 HARDWARE: BOLTS AND NUTS SHALL BE GALVANIZED IN AC-
CORDANCE WITH THE SPECIFICATION OF ASTM DESIGNATION A153,
3,4 STRAIGHTENING: WARPED MEMBERS SHALL BE STRAIGHTENED
WITHOUT DAMAGE TO THE MATERIAL OR GALVANIZING. WARPED MATERIAL
WHICH CANNOT BE STRAIGHTENED WITHOUT INJURY TO THE PROTECTIVE CCAT-
ING WILL BE REJECTED.
►, N
5.0
8307
5-2
3.4STRAIGHTENING: (CONTINUED) -
STRUCTURAL MEMBERS SHALL BE STRAIGHTENED TO MEET THE TOLERANCES OF
THE STANDARD MILL PRACTICE SECTION OF THE MANUAL OF STEEL CONSTRUC-
TION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).
FABRICATION
4.1 GENERAL: FABRICATION WORK, EXCEPT WHERE SPECIFIED OTHER-
WISE, SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF THE "SPECIFICA-
TION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
FOR BUILDINGS," AS CURRENTLY AMENDED BY THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION (AISC). CONSTRUCTOR WILL REJECT MATERIAL WITH
MILL OR SHOP DEFECTS SUCH AS RAGGED OR DRAWN SHEAR CUTS, CRACKS AT
BENDS, OR UNAUTHORIZED CUTS,
4.2 WELDING: WELDING SHALL CONFORM WITH APPLICABLE PROVI=
SIONS OF THE CURRENT "STANDARD CODE FOR ARC AND GAS WELDING IN
BUILDING CONSTRUCTION" AS ISSUED BY THE AMERICAN WELDING SOCIETY
AND APPLICABLE PROVISIONS OF SECTION 1.17 OF THE CURRENT RISC
SPECIFICATION, WELDING SHALL BE PERFORMED BY THE ELECTRIC -ARC
PROCESS. CONNECTIONS TO BE GALVANIZED SHALL BE WELDED ALL AROUND
TO PREVENT THE ENTRANCE OF PICKLING ACID.
4.3 SHOP ERRORS: MATERIAL WHICH FITS IMPROPERLY IN FIELD -
ASSEMBLY WILL BE REJECTED, AND SHALL BE REPLACED WITH NEW OR COR-
RECTED MATERIAL. THE METHOD OF CORRECTION SHALL BE APPROVED BY
CONSTRUCTOR, CORRECTION OR REPLACEMENT SHALL BE AT THE SOLE EX-
PENSE OF CONTRACTOR.
INSTALLATION
5,1 SETTING: MATERIAL SHALL BE ACCURATELY AND PROPERLY IN-
STALLED IN POSITION AND SECURED AGAINST DISPLACEMENT DURING THE
PERFORMANCE OF THE SUBSEQUENT WORK. BOLT THREADS AND OPEN-END ITEMS
(SUCH AS SLEEVES AND INSERTS) SHALL BE PROTECTED FROM FILLING WITH
CONCRETE OR FOREIGN MATTER,
5.2 DRILLING AND CUTTING OF EXISTING OR NEW WORK FOR INSTAL-
LATION OF MISCELLANEOUS METAL WORK SHALL BE APPROVED BY CONSTRUCTOR,
SUCH WORK SHALL BE PERFORMED NEATLY AND IN A MANNER WHICH WILL
LEAST IMPAIR THE STRUCTURE,
5.3 INSTALLATION DETAILS, WHEN NOT SHOWN ON THE DRAWINGS,
SHALL BE IN ACCORDANCE WITH THE BEST AND ACCEPTED PRACTICE OF THE
TRADE.
6.0 PAINTING
6.1 SHOP -PRIME: ALL MISCELLANEOUS METAL FURNISHED BY CONTRAC-
TOR SHALL BE GIVEN A SHOP -PRIME COAT OF FULLER N0. 4550 "FULTEC RED
LEAD PRIMER" OR APPROVED EQUIVALENT EXCEPT NON-FERROUS, GALVANIZED,
OR SURFACES THAT ARE TO BE COMPLETELY EMBEDDED IN CONCRETE.
8307
5-3
6,1 SHOP -PRIME (CONTINUED)
MINIMUM'TOTAL DRY FILM THICKNESS OF. THE PRIME COAT SHALL BE
1.5 MILS, MATERIAL TO BE aRIMED SHALL BE THOROUGHLY CLEANED OF
FOREIGN ,MATERIAL WH•I,CH.:,,WIsLc'?AFFECT THE BONDING OF THE SHOP -PRIME
COAT, AFTER INSTALLATION, ABRADED AREAS OF THE SHOP -PRIME SHALL
BE RETOUCHED WITH LIKE MATERIAL,
6,2 REPAIR: DAMAGED GALVANIZED COATINGS SHALL BE PREPARED
AND COATED WITH THE FOLLOWING:
6.21 DRY GALV. - AMERICAN SOLDER & FLUX CO. (HEIDT
EQUIPMENT CO., OAKLAND)
6,22 GALVANOX - SUBOX INC. (GEO. E. HONN CO., S.F.)
6,23 Z.R.C. - SEALUBE INC, (WILSON SALES CO,, S.F.)
7,0 SHOP DRAWINGS
7,1 SHOP DRAWINGS: FOUR PRINTS OF EACH SHOP DRAWINGS SHALL
BE SUBMITTED TO THE ONSTRUCTOR, TWO COPIES OF EACH PRINT WILL
BE RETURNED TO CONTRACTOR, EITHER APPROVED OR WITH NOTATIONS IN-
DICATING WHAT CHANGES SHALL BE MADE TO THE SHOP DRAWING,
7,2 STAMP: PRINTS SHALL BEAR THE STAMP OF APPROVAL OF
COMPANY'S DEPARTMENT OF ENGINEERING BEFORE COMMENCING FABRICATION
OF THE WORK, NO CHANGES IN DESIGN OR DETAILS SHALL BE MADE ON AP-
PROVED DRAWINGS UNLESS AUTHORIZED BY CONSTRUCTOR. UPON APPROVAL,
CONTRACTOR SHALL SUBMIT ONE REPRODUCIBLE OF EACH DRAWING TO CON-
STRUCTOR,
8,0 SHOP INSPECTION
INSPECTION MAY BE CONDUCTED BY COMPANY ON WORK HEREUNDER.
THE CONTRACTOR SHALL NOTIFY CONSTRUCTOR WELL IN ADVANCE OF START-
ING THE WORK, COMPANY'S INSPECTOR SHALL BE GIVEN FULL ACCESS TO
THE SHOP AT ALL TIMES DURING FABRICATION OF THE WORK, NEITHER
INSPECTION NOR WAIVER OF INSPECTION BY COMPANY SHALL RELIEVE CON-
TRACTOR OF RESPONSIBILITY IN CASE OF SUBSEQUENT FAILURE OR THE
DEVELOPMENT OF IMPERFECTIONS. COST OF INSPECTIONS PERFORMED BY
COMPANY WILL BE BORNE BY COMPANY,
8307
MASOt'I1:Y
6-1
SECTION 6
MASONRY 1ORK
1.0 SCOPE AND GENERAL
1.1 GENERAL CO�NDITf ONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND PEC'J IFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED, THE WORK UNDER THIS
SECTION SHALL COMPRISE THE COMPLETE PERFORMANCE OF ALL CONCRETE
BLOCK MASONRY WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN
INCLUDING THE FURNISHING OF''ALL MATERIALS REQUIRED THEREFOR,
1.3 REFERENCES: THE ASTM SPECIFICATIONS REFERRED TO HEREIN
SHALL BE THE CURRENT REVISION THEREOF,
1.4 STORAGE: STORE MASONRY UNITS IN THE VICINITY OF THE CON—
STRUCTION SITE FOR A MINIMUM PERIOD OF 48 HOURS PRIOR TO PLACING
FOR,THE PURPOSE,OF ACQUIRING, UNIFORM MOISTURE CONTENT, CONTRACTOR
SHALL PROVIDE ADEQUATE COVERING OF THE UNITS TO PROTECT FROM WEATH—
ER,
1.5 SUPPLEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION,
2','0,-.. MATER I ALS
2,1 CONCRETE BLOCKS: SHALL BE "BASALITE" OR OTHER APPROVED
EQUIVALENT, OF SIZE SHOWN ON DRAWINGS. UNITS SHALL CONFORM TO RE—
QUIREMENTS FOR GRADE "All UNITS AS SPECIFIED IN ASTM SPECIFICATION
cAn n,nln C140. THE VOLUME CHANGE (SATURATED TO COOL OVEN DRY) SHALL
NOT EXCEED 0.05%. AGGREGATES USED IN CONSTRUCTION OF THE UNITS
SHALL BE EXPANDED SHALE, UNITS SHALL BE FURNISHED FOR TESTING, IF
REQUIRED 'BY CONSTRUCTOR,UNITS SHALL BE THOR—
OUGHLY CURED, SOUND AND FREE FROM CRACKS OR OTHER DEFECTS. UNITS
THAT ARE CHIPPED OR HAVE GLAZED SURFACES WILL BE REJECTED. COLOR
OF BLOCKS SHALL BE NATURAL GREY.
2,2 REINFORCIN§TEE : INTERMEDIATE GRADE BILLET STEEL CON—
FORMING TO PECGIFICATIONS A15 AND A305,
2.3 CEMENT: CLEAN, FRESH, TYPE I, PORTLAND CEMENT OF AP—
PROVED BRAND MEETING REQUIREMENTS OF ASTM C150.
2.4 WATER: SHALL BE.CLEAN AND FRESH.
2.5 SAND: SHALL BE SHARP AND CLEAN, CONFORMING TO ASTM
SPECIFICATION C144,
2.6 LIME: HYDRATED OR WELL SLAKED. ONLY HIGH CALCIUM LIME
SHALL BE USED.
8307
6-2
2.7. MORTAR: THE MORTAR FOR MASONRY UNITS SHALL CONSIST OF 1
PART PORTLAND CEMENT, NOT LESS THAN a PART NOR MORE THAN z PART LIME
PUTTY OR HYDRATED LIME, AND NOT LESS THAN 2 AND NOT MORE THAN 3
TIMES THE SUM OF THE VOLUMES OF CEMENT AND LIMES USED.
3.0 WORKMANSHIP
3.1 GENERAL:
3.11 MAKE WORK PLUMB AND TRUE, WITH CORNERS, SQUARE AND
SHARP. LAY UNITS IN STRAIGHT UNIFORM COURSES' WITH VERTICAL
CELLS PERFECTLY ALIGNED, MAINTAIN UNIFORM MORTAR JOINT THICK-
NESS OF APPROXIMATELY 3/8 INCH, SUPPORT CORNERS ADEQUATELY
DURING POURING AND SETTING OF CONCRETE.
3.12 MORTAR JOINTS ON BOTH SIDES OF WALLS SHALL BE RAKED
AS.SHOWN AND TOOLED TO FORM A DENSE SURFACE. ALL JOINTS SHALL
BE RETOOLED WITHIN FIVE MINUTES OR BEFORE THE MORTAR TAKES
FINAL SET.
3.13 WHEN NECESSARY TO REALIGN WORK, REMOVE UNITS AND
MORTAR, AND RE -MORTAR UNITS COMPLETELY. MASONRY UNITS SHALL
NOT BE, DISTURBED AFTER THEY HAVE BEEN SET.
3.14 MAKE ALL NECESSARY PROVISIONS TO ACCOMODATE THE
WORK OF, OTHER TRADES,
3.2 ROUGHEN, CLEAN AND WET CONCRETE SURFACES, WHICH ARE
TO RECEIVE CONCRETE BLOCKS.
3.3 GROUT: GROUT FOR BOND BEAMS. AND STUDS SHALL BE OF PRO-
PER SLUMP FOR THOROUGH COMPACTION. THE MAXIMUM SIZE OF AGGREGATE
SHALL NOT EXCEED 3/8". TAMP THOROUGHLY TO ELIMINATE ALL VOIDS,
ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 P,S.!:
® 28 DAYS.
3.4 CLEANING: CLEAN WALLS OF ALL MORTAR SPLOTCHES AND DIRT.
3.5 EXPANSION JOINTS: SEE DRAWINGS FOR TYPE AND LOCATION.
SECTION 7
CARPENTRY AND MILLWORK
1.0 SCOPE AND GENERAL
6307
7-1
1.1 GENERAL CONDITIONS: THE REQUIREMENT OF THE "GENERAL
CONDITIONS AND SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: THE WORK UNDER THIS SECTION COMPRISES FURNISHING
AND INSTALLING CARPENTRY WORK AS SHOWN ON THE DRAWINGS AND FOR THE
FOLLOWING:
1.21 CARPENTRY AND MILLWORK,
1.22 GLUE LAMINATED BEAMS.
1,23 ROUGH HARDWARE.
1,24 INSTALLATION OF FINISH HARDWARE.
1.25 INSTALLATION OF DOOR LOUVERS.
1.3 RELATED WORK: THE FOLLOWING IS SPECIFIED UNDER OTHER
SECTIONS:
1.31 CEILING AND WALL INSULATION.
1.32 FURNISHING OF FINISH HARDWARE.
1.33 FURNISHING OF DOOR LOUVERS.
1.4 SUPPLEMENT: ANY CHANGES.:�;OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION,
2.0 MATERIALS - LUMBER AND MILLWORK
2.1 GENERAL: LUMBER AND MILLWORK, SHALL BE NEW, DRY AND
THOROUGHLY SEASONED. MILLWORK SHALL BE KILN DRIED, SURFACED AND
MILL SANDED. FRAMING NOT EXPOSED TO VIEW SHALL BE SIZED OR SUR-
FACED AS REQUIRED BY THE PARTICULAR CONSTRUCTION REQUIREMENTS,
FRAMING EXPOSED TO VIEW SHALL BE SURFACED. MOISTURE CONTENT OF
ALL LUMBER SHALL NOT EXCEED 14 PERCENT.
2.2 SPECIES, GRADES AND STANDARDS: LUMBER AND MILLWORK ITEMS
SHALL BE THE FOLLOWING SPECIES AND SHALL CONFORM TO THE CURRENT AP-
PLICABLE GRADING RULES; SUCH AS( DOUGLAS FIR (WCLA()), PONDEROSA PINE
(WPA) DOUGLAS FIR PLYWOOD (APAJ, AND REDWOOD (CRA). COMMERCIAL
STANDARDS (CS) AND WOODWORK INSTITUTE OF CALIFORNIA (WIC) SHALL BE
THE CURRENT APPLICABLE PROVISIONS.
3.0
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2.2 SPECIES, GRADES AND STANDARDS: (CONTINUED)
ITEM SPECIES GRADE
INTERIOR FRAMING LUMBER, BLOCKING, DOUGLAS FIR CONSTRUCTION,
DOOR BUCKS, STUDS, POSTS, PLANKS, 1500-F
AND ANY OTHER LUMBER REQUIRED -UN-
LESS OTHERWISE SPECIFIED,
2 X 4 ROOF JOISTS OR RAFTERS DOUGLAS FIR SELECT STRUCTURAL
LIGHT FRAMING
1900-F
PURLINS, BEAMS
4 X 6 AND GREATER
SILLS AND PLATES IN CONTACT WITH
CONCRETE ON GROUND GRADE 9
PLYWOOD, ROOF SHEATHING
ROOF BAFFLE FENCE
PLYWOOD, GENERAL INTERIOR USE
INTERIOR MILLWORK AND FINISHp
INCLUDING BUILT-IN CONVENIENCES
ALL EXTERIOR LUMBER AND TRIM
DOOR FRAMES JAMBS AND HEAD)
CABINETWORK
DOUGLAS FIR SELECT STRUCTURAL
1900-F
REDWOOD FOUNDATION GRADE
DOUGLAS FIR EXTERIOR PLYSCORD
C-D, C-GRADE EX-
POSED.
REDWOOD A -GRADE
DOUGLAS FIR A -GRADE ON EXPOSED
SURFACES.
DOUGLAS FIR B & BETTER K.D.
OR .
PONDEROSA PINE C SELECT, V.G.
K.D.
REDWOOD A -GRADE, K.D,
DOUGLAS FIR B & BETTER, K.D.
3/4 BIRCH V.C. UNIFORM LIGHT
NOTE: ITEMS OF MILLWORK OR.LUMBER REQUIRED FOR THE WORK AND NOT
LISTED OR INDICATED BY THE DRAWINGS SHALL BE OF A SPECIES, GRADE
AND QUALITY CORRESPONDING TO ITEMS LISTED.
OTHER MATERIALS
3.1 NAILS:
3.11 ALUMINUM NAILS SHALL BE USED FOR SECURING EXTERIOR
REDWOOD AND MILLWORK. ,
3.12 NAILS FOR SECURING GYPSUM WALLBOARD SHALL BE 4D
CEMENT COATED.
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3.13 NAILS FOR SECURING PLYWOOD SHEATHING SHALL BE CE-
MENT COATED OF SIZE AND PENETRATION CONFORMING WITH STANDARD
PRACTICE OR U.S.G. PHILLIP'S HEAD.
3,2 COUNTER`Top.- SHALL BE STANDARD GRADE, SATIN FINISH "FOR-
MICAOO OF SOLID COLOR TO BE SELECTED BY ENGINEER,,
3.3 GRILLES AND LOUVERS EXCEPT FOR AIR CONDITIONING SHALL BE
OF TYPE AND MANUFACTURER SHOWN ON THE DRAWINGS.
3,4 SCREEN FOR.
R LOUVERS SHALL BE No. 16 GAUGE, 1/2 INCH MESH,
GALVANIZED LXTERIOINSECT SCREENS SHALL BE 16-BY-16 MESH COPPER,
3.5 CAULKING OR MASTIC WHERE SHOWN ON THE DRAWINGS, SHALL BE
LIGHT GRAY BUTYL RUBBER EALING COMPOUND M-275 AS MANUFACTURED
BY THE ARMSTRONG CORK COMPANY. DISTRIBUTOR: MORRISON & CO., 187
FREMONT STREET, SAN FRANCISCO S, CALIFORNIA,
4.0 WORKMANSHIP
4.1 CUTTING AND FITTING: ALL MEMBERS SHALL BE ACCURATELY
CUT, FITTED AND INSTALLED IN PROPER POSITION AND ALIGNMENT TO OB-
TAIN THE STRONGEST RESULTS. JOINTS SHALL BE MADE TIGHT AND HAVE
FULL BEARING WITHOUT THE USE OF SHIMS OR WEDGES. LONG PIECES OF
FINISH TRIM SHALL BE USED TO ELIMINATE UNNECESSARY JOINTS.
4.2 JOINTS: IN EXPOSED WORK, JOINT LINES SHALL BE MADE
ACCURATE AND INCONSPICUOUS, FINISH WORK SHALL BE SCRIBED AND COPED
TO IRREGULAR SURFACES WITH MITERED JOINTS AT ANGLES. JOINTS OF
TRIM AT EXTERNAL CORNERS SHALL BE MITERED, AND JOINTS AT INTERNAL
ANGLES SHALL BE COPED.
.4.3 NAILING: ALL WORK SHALL BE NAILED TO SOLID BACKING IN
A MANNER TO OBTAIN STRONGEST RESULTS AND TO DEVELOP ADEQUATE
STRENGTH IN ALL CONNECTIONS. PROPER SIZE NAILS SHALL BE USED FOR
EACH CONDITION AS DETERMINED BY THE NAILING SCHEDULE SHOWN ON THE
DRAWINGS (OR THE UNIFORM BUILDING CODE). FOR ALL MILLWORK, CASING
NAILS SHALL BE USED FOR HEAD SET.
4.4 JOISTS AND RAFTERS SHALL BE INSTALLED CROWN UP AND SHALL
BE SPACED AS SHOWN ON THE DRAWINGS. JOINTS SHALL OCCUR ONLY AT
SUPPORTS. MEMBERS SHALL BE LAPPED AND SPIKED TOGETHER, EXPOSED
RAFTERS ENDS SHALL BE SURFACED.
4.5 STUDS AND PLATES: TRIPLE STUDS SHALL BE USED AT CORNERS.
DOUBLE MEMBERS SHALL BE INSTALLED AT HEADS OF OPENINGS, CRIPPLES
SHALL BE INSTALLED. AT OPENINGS AND SHALL RUN TO THE FLOOR. OPEN-
INGS WIDER THAN FOUR FEET SHALL BE TRUSSED OR PROVIDED WITH LINTELS
OF ADEQUATE STRENGTH,
4.6 SOLE PLATES SHALL BE USED ON THE BOTTOM OF STUD WALLS.
DOUBLE PLATES SHALL BE USED AT THE TOP OF STUD WALLS.
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4,6 SOLE PLATES (CONTINUED)
PLATES SHALL BE LAPPED AT ALL CORNERS AND WALL INTERSECTIONS,
JOINTS ON THE TOP PLATES SHALL BE STAGGERED. FIFTEEN POUND AS-
PHALT SATURATED FELT SHALL.BE PLACED BETWEEN SILLS AND CONCRETE
IN CONTACT WITH GROUND TO ACT AS A MOISTURE BARRIER. SILL PLATES
FOR EXTERIOR AND INTERIOR WALLS SHALL BE SECURED TO CONCRETE USING
1/2-,+NCH BY 12-INCH ANCHOR BOLTS AT 4-FOOT-CENTERS UNLESS OTHER-
WISE'SHOWN, HOWEVER, CONTRACTOR MAY USE 1/4-INCH POWDER -ACTUATED
STUDS AT 3-FOOT-CENTERS FOR SILL PLATES AT INTERIOR WALLS.
4,7 BRACING: ALL STUD WALLS SHALL BE BRACED, DIAGONALLY,
WITH ONE BY FOUR INCH BOARDS DAPPED INTO THE STUDS, OR 2-BY-4-
INCH BLOCKING CUT -IN BETWEEN THE STUDS. THE BRACING SHALL EX-
TEND FROM EACH CORNER FROM THE TOP PLATE TO SOLE PLATE. FOR ANY
ANGLE GREATER THAN 40 DEGREES WITH THE HORIZONTAL, 1-BY-4-INCH
BRACING SHALL BE DAPPED INTO THE STUDS IN LIEU OF THE 2-BY-4-INCH
BLOCKING. SPLIT BRACING SHALL BE REJECTED.
4.8 BLOCKING: CONTRACTOR SHALL INSTALL ALL BLOCKING, BACK-
ING, NAILING, AND STRIPS, REQUIRED FOR PROPER INSTALLATION OF WALL-
BOARD, MILLWORK, AND FINISH, AND TO ACCOMMODATE THE WORK OF OTHER
TRADES, RECESSES, SUPPORTS, AND BLOCKING FOR MECHANICAL AND ELEC-
TRICAL WORK SHALL BE FRAMED AND INSTALLED AS NECESSARY.
4.9 BRIDGING: CROSS BRIDGING, 2-BY-2 INCHES OR SOLID BLOCK-
ING 2 INCHES THICK SHALL BE INSTALLED AND SPACED AT NO MORE THAN
8-FOOT-CENTERS BETWEEN ALL JOISTS. FOR RAFTERS 8 INCHES OR MORE
IN DEPTH, THE BRIDGING OR BLOCKING SHALL BE SPACED AT NOT MORE
THAN 10-FOOT-CENTERS, AT EACH SUPPORT, 2-INCH SOLID BLOCKING SHALL
BE INSTALLED BETWEEN JOISTS AND PURLINS AND BETWEEN ALL RAFTERS 8
INCHES OR MORE IN DEPTH, EXCEPT WHEN NAILED.TO STUDS AND SUPPORTED
BY RIBBONS, OR OTHER APPROVED HANGERS OR FASTENERS,
4.10 ALIGNMENTS: SURFACES OF ALL FRAME MEMBERS TO WHICH WALL-
BOARDS ARE TO BE ATTACHED SHALL BE TRUE TO PLANE AND ALIGNMENT.
AFTER ERECTION, A STRAIGHT EDGE SHALL BE PLACED ACROSS ALL STUDS
AND CEILING JOISTS AND ANY WHICH ARE OUT OF PLACE SHALL BE TRUED.
�..V!: 4
4.11 FORMICA: SHALL BE SHOP FABRICATED AND SHALL BE GLUED
TO EXTERIOR OR GRADE PLYWOOD UNDER PRESSURE WITH WATER -PROOF GLUE.
IT SHALL BE INSTALLED IN LONG SHEETS WITH INVISIBLE JOINTS, THE
SURFACE TO RECEIVE FORMICA SHALL BE TRUE AND FLAT„
4.12 CASEWORK: ALL CASE AND CABINET WORK SHALL CONFORM TO
THE REQUIREMENTS FOR CUSTOM GRADE CONTAINED IN SECTION 11 OF THE
CURRENT ISSUE OF STANDARDS OF WOOD WORKING INSTITUTE OF CALIFORNIA,
5.0 WOOD PRESERVATIVE
-. 5.1 FOUNDATION SILLS AND FRAMING LUMBER WITHIN A DISTANCE OF
12-INCHES FROM ANY FOUNDATION CONCRETE TO WHICH IT IS DIRECTLY OR
INDIRECTLY CONNECTED SHALL BE TREATED WITH THE FOLLOWING MATERIAL:
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5.11 A WATER-REPELLENT PENTACHLOROPHENAL TYPE PRESER-
VATIVE SUCH AS "WOOD -LIFE", ZEHRUNG'S "PENTA-SEAL"i AND CABOT'S
"BAR-DK", AT FULL STRENGTH, THIS MATERIAL SHALL BE APPLIED
IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS, EXCEPT AS FOL-
LOWS, IF BRUSH APPLIED, THE COVERAGE RATE SHALL NOT EXCEED
1.50 SQUARE FEET PER GALLON, IF DIPPED, THE RATE OF APPLICA-
TION SHALL NOT BE LESS THAN 7 GALLONS PER 1,000 BOARD FEET.
6.0 PLYWOOD SHEATHING
6,1 WHERE SIZE IS NOT SHOWN, SHEETS AS LARGE AS POSSIBLE
SHALL BE USED, JOINTS SHALL BE PLUMB, LEVEL, AND STRAIGHT, PATCH-
WORK APPEARANCE SHALL BE AVOIDED. SOLID BLOCKING SHALL BE PROVIDED
FOR NAILING, JOINTS SHALL BE BUTTED AND NEATLY FITTED. NAILS
SHALL BE NOT MORE THAN 6 INCHES APART AT EDGES AND FIELD -NAIL AT
12-INCHES, EXCEPT AS OTHERWISE SHOWN ON DRAWJNGS....PANEL ARRANGE-
MENT FOR WALLS SHALL BE SYMMETRICAL,
7.0 WOOD DOORS (INCLUDING FLUSH PANELS ABOVE,DOORS)
7,1 WOOD SLAB.DOORS SHALL COMPLY WITH REQUIREMENTS CONTAINED
IN SECTION 14 FOR GRADE 1 "SOLID CORE FLUSH VENEER DOORS" OF THE
CURRENT ISSUE OF "Sf'NDARD OF THE WOOD WORK INSTITUTE OF CALIFORNIA,"
AND AS HEREIN SPECIFIED, ALL DOORS SHALL BE FREE FROM WARP AND
OPERATE FREELY WITH NO BINDING. DEFECTIVE DOORS SHALL BE REPLACED
AT NO EXTRA COST,
7,2 ALL DOORS SHALL HAVE CONTINUOUS STRIPS ON SIDES AND ENDS.
FACE VENEER SHALL BE NATURAL BIRCH, GUM, V.G. DOUGLAS FIR, PAINT
GRADE,
7.3 SEE DOOR SCHEDULE FOR TYPES AND SIZES.
8.0 ROUGH HARDWARE
CONTRACTOR SHALL FURNISH AND INSTALL ALL NAILS, BOLTS, SCREWS,
ANCHORS, AND OTHER FASTENINGS REQUIRED FOR THE PROPER INSTALLATION
OF THE WORK, ALL WOQD7`HOLES FOR BOLTS SHALL BE DRILLED 1/32-INCH
LARGER THAN THE BOLT.
9,0 PRIMING AND BACK PRIMING
9.1 GENERAL: ALL SURFACES OF EXTERIOR MILLWORK AND TRIM
NOT METAL COVERED SHALL BE FACE AND BACK -PRIMED, ALL SURFACES IN-
STALLED AGAINST MASONRY, CONCRETE OR PLASTER OR INACCESSIBLE AFTER
INSTALLATION SHALL BE PRIMED BEFORE INSTALLATION, NATURAL FINISHED
WOODWORK SHALL RECEIVE ONE SEAL COAT BEFORE INSTALLED..
9.2 PAINT: PRIMER SHALL BE ONE OF THE FOLLOWING APPROVED
WOOD PRIMERS:
10.0
11.0
9.2 PAINT: (CONTINUED)
DUPONT
W.P. FULLER
NATIONAL LEAD
SHERWIN-WILLIAMS
PITTSBURG PLATE GLASS
SEALER:
U,S, PLYWOOD CORP.
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7 -6
WOOD PRIMER No,. 39,
WHITE PRIMER N0, 178,
EXTERIOR PRIMER NO. 010,
SWP UNDERCOATER NO. 450.
1-201 WOOD PRIMER.
WELDWOOD DEEP FINISH FIRZITE, CLEAR
9,3 WORKMANSHIP SHALL CONFORM TO BEST AND ACCEPTED PRACTICES
OF TRADE AND IN ACCORDANCE WITH THE PAINTING SECTION OF THIS SPECI-
FICATION.
APPLICATION OF CAULKING OR MASTIC
10,1 CAULKING OR MASTIC MATERIAL SHALL BE CAREFULLY APPLIED.
BEADING OF THE MATERIAL SHALL NOT EXCEED 1/4-INCH UNLESS OTHERWISE
SHOWN. ON THE DRAWINGS, JOINT SURFACES TO RECEIVE THE BEADING MA-
TERIAL SHALL BE FIRST WIPED WITH A CLEAN CHEESE -CLOTH SWATCH TO RE-
MOVE DUST OR MOISTURE, EACH SURFACE SHALL ALSO BE CLEANED OF ANY
PARTICLE FOREIGN TO ITS SURFACE, MASKING TAPE SHALL BE USED TO
KEEP THE MATERIAL FROM SMEARING BEYOND THE SEALING JOINT, ANY EX-
CESS MATERIAL SHALL BE REMOVED WITH NAPTHA OR LACQUER THINNER,
STRUCTURAL GLUED LAMINATED TIMBER
11.1 EXTENT OF WORK: THE WORK HEREUNDER COMPRISES FURNISH-
ING AND INSTALLING OF ALL STRUCTURAL GLUED LAMINATED TIMBER AS
SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.
11.2 SHOP DRAWINGS SHALL BE SUBMITTED AS REQUIRED UNDER SEC-
TION 1, SCOPE OF WORK,
11.3 REFERENCES: MATERIALS AND WORKMANSHIP SHALL BE IN CON-
FORMANCE WITH THE FOLLOWING:
U, S, COMMERCIAL- .STANDARD CS 253-63, "STRUCTURAL
GLUEDLA'MINATEQ':'.TIMBElR"'HEREINAFTER :RE�FERRED•70"'AS "COMMER-
CIAL.STANDARDTI, ".
11,32 AMERICAN INSTITUTE OF.TIMBER CONSTRUCTION HEREIN-
AFTER REFERRED TO AS AITC,
11.4 MANUFACTURE: MANUFACTURE OF STRUCTURAL GLUED LAMINATED
TIMBER SHALL BE PERFORMED BY AN EXPERIENCED FABRICATOR AND SHALL
CONFORM TO THE MANUFACTURING REQUIREMENTS OF "STANDARD FOR STRUCT-
URAL GLUED LAMINATED TIMBER," AITC 103,
11,5 QUALITY CONTROL: QUALITY CONTROL SHALL BE PROVIDED IN
ACCORDANCE WITH ��COMMERCIALSTANDARD" AND "INSPECTION MANUAL," AITC
200.
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11.6 LUMBER: 'LUMBER FOR LAMINATING SHALL MEET THE STRUCTURAL
REQUIREMENTS AND LAMINATING SPECIFICATIONS OF "COMMERCIAL STANDARD,"
AND SHALL BE OF SUCH STRESS GRADE'TO PROVIDE GLUED LAMINATED MEMBERS
WITH NORMAL WORKING STRESS VALUES OF 2600 PSI IN BENDING, 220 PSI
IN TENSION, AND 1800 PSI IN COMPRESSION PARALLEL TO GAIN FOR DRY
CONDITION OF SERVICE, SEE PLANS FOR COMBINATION NUMBERS REQUIRED,
11.7 CONDITION OF SERVICE IS DEFINED AS FOLLOWS:
11.71 DRY WHEN THE MOISTURE CONTENT OF THE MEMBER IS AT
OR BELOW'16% IN SERVICE. 11
11.72 WET WHEN THE MOISTURE CONTENT OF THE MEMBER IS
ABOVE 16% IN SERVICE,
11.8 APPEARANCE GRADES: APPEARANCE OF MEMBERS SHALL BE AS
DEFINED IN T' TANDARD APPEARANCE GRADES FOR STRUCTURAL GLUED LAMI—
NATED TIMBER," AITC 110, AND SHALL BE AS FOLLOWS:'
11.81 INDUSTRIAL APPEARANCE GRADE — FOR ALL WORK HERE—
UNDER UNLESS OTHERWISE SPECIFIED. IN THIS GRADE THE WIDE FACE
OF LAMINATIONS EXPOSED TO VIEW SHALL BE FREE OF LOOSE KNOTS
AND OPEN KNOT HOLES.
11.82 ARCHITECTURAL APPEARANCE GRADE — ONLY WHERE
SPECIFICALLY DESIGNATED ON THE DRAWINGS.
11.9 ADHESIVE: ADHESIVE SHALL MEET THE REQUIREMENTS OF
"COMMERCIAL TA� NDARD " (SEE ALSO "SELECTION OF ADHESIVES," APPENDIX
.A OF AITC 103) AND.SHALL BE FOR DRY USE,{),WATER—RESISTANT),
11.10 SHAPING: GLUED LAMINATED MEMBERS SHALL BE CUT, SHAPED,
AND MILLED TO THE SIZE AND DETAILS SHOWN ON THE DRAWINGS, MEMBERS
SHALL BE ROUTED AND DRILLED TO RECEIVE THE METAL ACCESSORIES, ENDS
OF MEMBERS SHALL BE SOAKED WITH A COAT OF THE SEALER SPECIFIED IN
PARAGRAPH 10.2 BEFORE BEING CLOSED IN,
11.11 PROTECTION: A COAT OF SEALER SHALL BE APPLIED TO THE
ENDS OF ALL MEMBERS AS SOON AS PRACTICABLE AFTER END TRIMMING IN
ACCORDANCE WITH "STANDARD PROTECTION FOR STRUCTURAL TIMBER FRAMING",
AITC 111, ALL OTHER SURFACES OF MEMBERS SHALL BE PAINTED WITH ONE
COATOF THE SEAL COAT, SPECIFIED IN'PARAGRAPH 10.2. EACH MEMBER
SHALL BE DELIVERED WRAPPED WITH ADEQUATE WATERPROOF PROTECTION.
11.12 INSPECTION: MEMBERS SHALL BE MARKED WITH AN AITC QUA—
LITY MARK AND IN ADDITION, AN AITC CERTIFICATE OF CONFORMANCE
SHALL BE PROVIDED TO INDICATE CONFORMANCE WITH COMMERCIAL STANDARD.
1.0
2.0
f
SECTION 8
SHEET METAL WORK
SCOPE AND GENERAL
3307
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1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE GENERAL
CONDITIONS" AND SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED, THE WORK UNDER THIS
SECTION SHALL COMPRISE FURNISHING AND INSTALLATION OF ALL SHEET
METAL WORK NOT SPECIFIED UNDER OTHER SECTIONS COMPLETE INCLUDING
FASTENINGS THEREFOR AS SHOWN'ON THE DRAWINGS AND AS SPECIFIED HEREIN.
1.3 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
MATERIALS: UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE MA—
TERIALS SHALL BE AS FOLLOWS-:
2.1 GALVANIZED STEEL SHEETS SHALL -BE 24 GAUGE MINIMUM AND
CONFORM TO THE ASTM SPECIFICATION A93 WITH A MINIMUM COATING
WEIGHT OF 1.25 OZ. PER SQUARE FOOT.
2.2 ALL BOLTS OR OTHER FASTENINGS SHALL BE GALVANIZED OR
NON—FERROUS METAL.
2.3 SHEET LEAD SHALL WEIGH 4 LBS. PER SQ. FT.,
2.4 SOLDER SHALL BE ONE—HALF TIN AND ONE—HALF LEAD.
2.5 ROOF VENTILATORS SHALL BE AS .INDICATED ON THE DRAWINGS.
3.0 FABRICATION AND INSTALLATION
3.1 GENERAL: SHEET METAL ITEMS SHALL BE FABRICATED AND IN—
STALLED NEATLY AND ACCURATELY IN ACCORDANCE WITH THE BEST ACCEPTED
PRACTICE OF THE TRADE. ALL SURFACES OF METAL SHALL BE STRAIGHT AND
TRUE, AND EITHER FLAT OR MOLDED AS SHOWN ON THE DRAWINGS. EXTREME
CARE SHALL BE EXERCISED IN MAKING JOINTS TO PREVENT LEAKAGE AND
OTHER DEFECTS. EXPOSED EDGES OF THE METAL SHALL BE BEADED FOR AP—
PEARANCE AND STRENGTH. NO RAW EDGES SHALL BE LEFT EXPOSED.
3.2 SOLDERING: SOLDERING SHALL BE DONE SLOWLY WITH WELL
HEATED, HEAVY COPPERS, SO AS TO HEAT THE SEAM THOROUGHLY AND FILL
IT COMPLETELY WITH SOLDER. WHERE ACID IS USED, THE EXCESS MATER—
IAL'SHALL BE THOROUGHLY NEUTRALIZED WITH A SUITABLE BASE AND THE
JOINTS WIPED DRY. ANY WORK WHICH SHOWS SIGNS OF INJURIOUS BURNING
AS A RESULT OF THE USE OF ACID WILL NOT BE ACCEPTED. IMMEDIATELY
AFTER SOLDERING EXCESS FLUX SHALL BE REMOVED BY WASHING WITH SOAP
AND THEN RINSING WITH CLEAR WATER.
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4.0 FLASHINGS
4.1 GENERAL: FLASHING SHALL BE PROVIDED WHERE AND AS NEC-
ESSARY TO MAKE THE BUILDING WEATHERTIGHT AT ALL POINTS, ALL FLASH-
ING JOINTS SHALL BE LAPPED AT LEAST 4 IN. AND SHALL FLASH A SUF-
FICIENT DISTANCE TO PROVIDE WEATHER -TIGHTNESS,
4.2 ALL PIPES PASSING THROUGH ROOFS SHALL BE FLASHED WITH AP-
PROVED PIPE FLASHING. THE FLASHING SHALL BE PROPERLY FLANGED AND
SHALL FLASH BETWEEN.LAYERS OF COMPOSITION ROOFING.
4.3 VENT AND FLUE PIPES SHALL BE COUNTERFLASHED WITH SHEET
LEAD, NEATLY FORMED AND BROUGHT DOWN OVER TOPE OF PIPE FLASHING,
5.0 GENERAL NOTE
ROOF DRAINS AND :R'AINWATER LEADERS ARE NOT A PART OF THIS SECTION
OF THE SPECIFICATIONS,
6.0 LOUVERS
FURNISH DOOR LOUVERS AND LOUVER FOR SIDE WALLS
TO GENERAL CONTRACTOR FOR HIS INSTALLATION. LOUVERS SHALL
BE BARBER-COLMAN, MODEL "AF11 WITH "RF" CORES, PRIME COAT FINISH
IN SIZES AS INDICATED ON THE DRAWINGS.
FURNISH AND INSTALL SOFFIT LOUVER VENTS AS SHOWN ON DRAWINGS,
LOUVERS SHALL BE BARBER-COLMAN, MODEL "EF" WITH "RF" CORES, SIZE
14" X 1811, PRIME COAT.
SECTION A
LATHING AND PLASTERING
1.0 SCOPE AND GENERAL
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1.1 GENERAL CONDITIONS: THE REQUIREMENT OF THE "GENERAL
CONDITIONS" AND PECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
1112 SCOPE: 'ALL LATHING AND PLASTERING, WITH ALL MATERIALS,
LABOR, EQUIPMENT AND SERVICES NECESSARY THERETO AS INDICATED IN
THE DRAWINGS OR IN THESE SPECIFICATIONS AND INCLUDING THE FOLLOWING:
1.21 LATHING FOR WALLS, CEILINGS, SOFFITS, ETC. (IN—
TERIOR AND EXTERIOR.)
1.22 METAL CASINGS, TRIM, CORNER BEADS, EXPANSION JOINT
SCREEDS,, AND ALL OTHER ACCESSORIES,
1.23 PLASTERING: THE FOLLOWING LISTINGS IDENTIFY THE
VARIOUS TYPE OF PLASTER WHICH ARE USED ON THE PROJECT AND, IN
GENERAL, THE SURFACES OVER WHICH THE PLASTER IS APPLIED. YOUR
ATTENTION IS CALLED TO THE FINISH SCHEDULES, ELEVATIONS AND
DETAILS ON THE DRAWINGS.
(A) ACOUSTIC PLASTER OCCURS AT INTERIOR CEILINGS
OVER SUSPENDED EXPANDED METAL LATH AND OVER WOOD JOISTS
WITH GYPSUM LATH.
(B) KEENES PLASTER OCCURS OVER INTERIOR WOOD
STUDS AND JOISTS WITH GYPSUM LATH.
(C) EXTERIOR STUCCO OCCURS ON EXTERIOR SOFFIT OF
BUILDING OVER WOOD JOIST WITH EXPANDED METAL LATH.
1.3 RELATED WORK SPECIFIED UNDER OTHER SECTIONS:
1.31 SUSPENDED ACOUSTIC PANEL CEILING SYSTEM.
1.32 WOOD PLASTER GROUNDS.
1.33 PRIMING OF METAL CASINGS, BEADS AND TRIM.
1.34 SUPPLEMENT: ANY CHANGES AND ADDITIONS HERETO ARE
ADDED AS A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS
2.1 GYPSUM LATH: 3/8" ROCKLATH (PERFORATED) AS MANUFACTURED
BY UNITED TATE�S Gypsum COMPANY OR EQUAL 16" X 48".
4
2.2 METAL LATH: 3.4`LB.
FOR EXTERIOR SOFFITS.)
EXPANDED DIAMOND LATH.
t v7
PLAl4iFEfflrfti;' fi
9-2
(GALVANIZED
2.3 METAL CASING BEADS, CORNER BEADS, EXPANSION JOINT SCREEDS,
FURRING CHANNELS, ETC,
2.31 ALL ACCESSORIES SHALL BE "MILCOR", AS MANUFACTURED
BY INLAND STEEL PRODUCTS COMPANY OR EQUAL - GALVANIZED STEEL,
2,32 CORNER BEADS - "SUPER -Ex", 26 GA,
2.33 CASING BEADS - TYPE 66 EXPANSION FLANGE FOR PLASTER
WORK OVER METAL LATH AND TYPE 66 S.F. FOR PLASTER WORK OVER
GYPSUM LATH, SIZES SHALL BE 3/4".
2.34 CORNERITE - "MILCOR"
2,35 STRIPLATH - 311 WIDE "MILCOR" STRI,PLATH.
2.4 PLASTERING:MATERIALS:
2.41 GYPSUM PLASTER: U.S.G. REDTOP GYPSUM CEMENT
PLASTER OR EQUAL,
2.42 PORTLAND CEMENT: A.S.T.M. STANDARD SPECIFICATIONS
C150.49 TYPE 1.
2.43 HYDRATED LIME: BOULDER CANYON MIRACLE FINISH,
MANUFACTURED BY U.S. LIME PRODUCTS COMPANY, SAN FRANCISCO, OR
EQUAL.
2.44 SAND FOR SCRATCH AND BROWN COATS SHALL BE WASHED
NATURAL SAND, GRADED FROM COARSE TO FINE, WITHIN THE FOLLOW-
ING LIMITS:
PASSING N0. B.SIEVE 100%
PASSING NO. 14`SIEVE ............................... 70-90%
PASSING N0. 28 SIEVE ............................ 30-50%
PASSING N0. 48 SIEVE .............. 10-20%
PASSING NO. 100 SIEVE 3%
2.45, FINISH COATS: INTERIOR OR EXTERIOR CALIFORNIA
STUCCO AS MANUFACTURED BY THE CALIFORNIA STUCCO PRODUCTS COM-
PANY, SAN FRANCISCO, CALIFORNIA, OR EQUAL. FINISH COATS SHALL
HAVE COLOR AS SELECTED, EXCEPT KEENES PLASTER.
3.0 APPLICATION OF GYPSUM LATHING AND ACCESSORIES
ROCKLATH PLASTER BASE SHALL BE APPLIED FACE OUT WITH THE LONG DI-
MENSION AT RIGHT ANGLES TO THE.FRAMING MEMBERS. END JOINTS SHALL
BE STAGGERED TO FALL ON DIFFERENT SUPPORTS IN ADJACENT COURSES.
.JOINTS SHALL BE NEATLY BUTTED TOGETHER. SPACE NAILS APPROXIMATELY
3/8" FROM EDGES AND APPROXIMATELY 5" APART, USING FOUR NAILS PER
LATH PER SUPPORT.
8307
9-3
3,0 APPLICATION OF GYPSUM LATHING AND ACCESSORIES (CONTINUED)
UT ACCURATELY AROUND ALL ELECTRICAL OUTLETS, ETC, ALL INTERNAL
ANGLES SHALL BE REINFORCED WITH CORNERITE OVER THE ROCKLATH AND ALL
EXTERIOR ANGLES WITH CORNER.BEAD SECURED TO THE ROCKLATH BY STAP-
LING. ALL OPENINGS IN WALLS OR CEILINGS OVER 2 SQUARE FEET IN AREA
SHALL HAVE 3 INCH STRIPLATH,APPLIED TO THE LATH DIAGONALLY AT ALL
CORNERS OF THE OPENING.
4.0 APPLICATION OF METAL LATHING AND ACCESSORIES
4.1 EXTERIOR SOFFIT: METAL LATH SHALL BE ATTACHED TO WOOD
JOISTS WITH 1-1 ", N0. 11 GAGE BARBED ROOFING NAILS WITH 7/16"
HEADS, SPACED NOT TO EXCEED 611 ON CENTERS. METAL EXPANSION SCREEDS
(SOULE STEEL #90) SHALL BE USED TO DIVIDE SOFFIT AREAS EVERY 10'-0"
AND SHALL BE WIRE TIED TO METAL LATH,
4,2 INTERIOR CEILINGS (SUSPENDED): MAIN RUNNER CHANNELS SHALL
BE 1-1/2" COLD ROLLED STEEL SPACED NOT MORE THAN 4'-0" APART. FUR-
RING CHANNELS SHALL BE 3/4" COLD ROLLED STEEL SPACED NOT MORE THAN
1611 APART, WIRE HANGBRS FOR MAIN RUNNER CHANNELS SHALL BE N0. 8
GAGE GALVANIZED WIRE'AND SHALL BE ATTACHED To 2X4 RAFTERS BY LOOP-
ING THROUGH HOLES DRILLED A MINIMUM OF 2-1/2" ABOVE BOTTOM OF RAFT-
ERS AND SHALL BE SADDLE TIED TO MAIN RUNNER CHANNELS BELOW. METAL
LATH SHALL BE ATTACHED TO FURRING MEMBERS WITH LONG DIMENSION OF
SHEET ACROSS THE FURRING AND WIRE TIED WITH N0. 18 GAGE GALVANIZED
WIRE TIES SPACED 611 APART, LATH SHALL BE LAPPED 1/21' MINIMUM AT
SIDES AND 1" AT ENDS, CORNERITE SHALL BE USED AT ABUTTING WALLS
AND PARTITIONS, NOTE: SEE DETAILS FOR INSTALLATION,
5.0 APPLICATION OF PLASTER:
5.1 INSPECTION OF SURFACES: SURFACES SHALL BE INSPECTED AND
APPROVED BY THE OWNER BEFORE BEGINNING PLASTERING. CARE SHALL BE
TAKEN TO PROTECT ALL ADJOINING SURFACES AND MATERIALS,
5.2: SURFACES
AND VENTILATION: PLASTER SHALL NOT BE AP-
PLIED TO THAT CONTAIN FROST. A;MINIMUM;;TEMPERA'TURE OF
40 DEGREES F. SHALL BE MAINTAINED IN THE BUILDING FOR AN ADEQUATE
PERIOD PRIOR TO THE APPLICATION OF THE PLASTER, WHILE THE PLASTER-
ING IS BEING DONE, AND UNTIL IT IS COMPLETELY DRY. ADEQUATE,
PROPERLY REGULATED VENTILATION SHALL BE PROVIDED.
5.3 PLASTERING: SHALL BE DON.E;;;IN ACCORDANCE WITH THESE
SPECIFICATIONS, THE SPECIFICATIONS OF THE CALIFORNIA LATHING AND
PLASTERING CONTRACTORS ASSOCIATION, INC. LATEST EDITION) AND THE
MATERIAL MANUFACTURER'S SPECIFICATIONS. FOR REFERENCES MADE TO
CALIFORNIA STUCCO PRODUCTS COMPANY SPECIFICATIONS, REFER TO AIA
FILE #21-D-1.
5.31 SCRATCH COATS ON METAL LATH: SHALL BE APPLIED WITH
SUFFICIENT MATERIAL AND PRESSURE TW.FORM GOOD, FULL KEYS ON
LATH AND TO COVER WALL, AND THEN BE SCRATCHED TO ROUGH SURFACE.
8307
PLASfiti.R-I;u,0-,w =
9-4
5.32 FINISH COATS: SHALL BE APPLIED TO A PARTIALLY DRY
BASE COAT OR TO A THOROUGHLY DRY BASE COAT WHICH HAS BEEN
EVENLY WETTED BY BRUSHING OR SPRAYING, AVOID EXCESSIVE USE OF
WATER IN ALL TYPES OF FINISH COAT PLASTERING. FINISH COATS
SHALL BE BROUGHT TO TRUE, EVEN PLANES FREE FROM BLEMISHES OF
ANY NATURE,
5,4 KEENES INTERIOR PLASTER WORK (WALL AND CEILINGS) OVER
WOOD STUD CONSTRUCTION SHALL BE CALIFORNIA STUCCO PRODUCTS COMPANY
SPECIFICATIONS FOR 'INTERIOR CALIFORNIA STUCCO KEEN KOTE OVER HARD
WALL PLASTER BASE COAT11, SEE PAGE 12 OF ABOVE SPECIFICATION. FIN-
ISH COAT SHALL BE TROWELLED TO A SMOOTH FINISH.
5.5 EXTERIOR STUCCO WORK: OVER WOOD JOIST (EXTERIOR SOFFIT)
CONSTRUCTION SHALL BE CALIFORNIA STUCCO PRODUCTS COMPANY SPECIFI-
CATIONS FOR "EXTERIOR CALIFORNIA STUCCO FRAME ;CONSTRUCTION. SEE
PAGE 4 OF THE ABOVE SPECIFICATIONS, FINISH COAT SHALL CONTAIN
COARSE SAND AND SHALL BE GUN APPLIED, .
5.6 ACOUSTIC P ASTE INTER R CEILINGS: OVER WOOD JOISTS AND
METAL LATH SHALL BE CALIfORNIA STUCCO PRODUCTS COMPANY SPECIFICA-
TIONS FOR "CALIFORNIA ACOUSTICAL PLASTER ON HARDWALL BASF". FINISH
COAT OF ACOUSTIC PLASTER SHALL BE 1/2" THICK AND SHALL BE GUN AP-
PLIED.
6.0 ACCESS OPENINGS:,
WHERE REQUIRED BY OTHER TRADES, SET METAL GROUNDS AND METAL ACCESS
DOORS, ETC. FURNISHED BY OTHERS.
7.0 CLEAN-UP:
PROTECT ALL OTHER SURROUNDING WORK DURING PLASTERING, CLEANING UP
AFTER EACH COAT. REMOVE PLASTER FROM CONCRETE SURFACES, CLEANOUT
ALL RECESSED BOXES AND REMOVE ALL DEBRIS FROM THE PREMISES WHEN
WORK IS COMPLETED.
SECTION 10
GLASS AND GLAZING Wt3RK
1.0 SCOPE AND GENERAL
6 307
10�1
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS" AND PECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED, THE WORK UNDER THIS
SECTION SHALL COMPRISE THE FURNISHING AND INSTALLATION OF ALL GLASS
AND GLAZING WORK COMPLETE AS SHOWN ON THE DRAWINGS AND SPECIFIED
HEREIN, AND INCLUDING:
1.21 GLAZING OF ALL INTERIOR AND EXTERIOR OPENINGS WHERE
GLASS OCCURS AS INDICATED ON THE DRAWINGS.
1.22 GLAZING OF ALL INTERIOR AND EXTERIOR OPENINGS WHERE
OTHER MATERIALS (SOLID CORE WOOD PANELS ABOVE EXTERIOR DOORS)
ARE STOPPED AND/OR ANCHORED INTO OPENINGS BY ALUMINUM STOPS
AND/OR SCREWS. NOTE: SOLID CORE WOOD PANELS WILL BE FURNISHED
TO THIS CONTRACTOR FOR INSTALLATION ONLY,
1.23 FURNISHING AND INSTALLING ALL ALUMINUM STOPS, SEC-
TIONS, FRAMES, SILLS, BRAKE SHAPES., SCREWS, ANCHORS, ETC.,
REQUIRED UNDER THIS SECTION FOR COMPLETION OF THE WORK
1.24 PROVIDE ALL CUT-OUTS, MORTISES, REINFORCING, ETC.
FOR FINISH HARDWARE FURNISHED AND INSTALLED BY OTHERS FOR
EXTERIOR WOOD DOORS. NOTE, HOWEVER, THAT THIS CONTRACTOR
SHALL INSTALL ALUMINUM THRESHOLDS, FURNISHED UNDER FINISHED
HARDWARE.
1.25 FURNISH AND INSTALL ALL CAULKING AND MASTIC FOR
GLASS AND GLAZING WORK AND PROTECT ALUMINUM FINISHES AS RE-
QUIRED.
1.3 RELATED WORK SPECIFIED FN OTHER SECTIONS:
1.31 MIRRORS AND THEIR FRAMES.
1.32 CLEANING OF GLASS; BY GENERAL CONTRACTOR
1.33 FURNISHING AND INSTALLING FINISH HARDWARE FOR
EXTERIOR WOOD DOORS AS SPECIFIED ABOVE.
1.34 DISMANTLING AND STORAGE OF EXISTING GLASS AND
ALUMINUM WORK AT AREAS TO BE REMODELLED.
1.4 CONTRACTOR'S OPTION: EXISTING GLASS AND ALUMINUM WORK,
DISMANTLED UNDER THE DEMOLITION SECTION OF THE SPECIFICATIONS CAN
BE RE -USED AT THE OPTION OF THIS CONTRACTOR, PROVIDING THESE MA-
TERIALS HAVE NOT BEEN DEFACED AND ARE RESTORED TO A CLEAN LIKE -NEW
CONDITION, THIS CONTRACTOR SHALL SATISFY HIMSELF THAT THE NEW OPEN-
ING SIZES AND EXISTING FRAME SIZES ARE COMPATIBLE.
8307
GLA7_ 1NG"
10-2
1.5 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 GLAZING MATERIALS
2.1 QUALITY OF GLASS: THE QUALITIES OF GLASS CALLED FOR IN
THIS SPECIFICATION AREtB-AS,ED ON U.S.G.M. SPEC. No. 283 INSOFAR AS
IT ESTABLISHES REQUIREMENYS. ALL GLASS MUST BE LABELED, DO NOT
REMOVE LABELS UNTIL GLASS 15-0>A� NSPECTED AND APPROVED BY THE OWNER.
MANUFACTURERS SHALL BE PITTSB�URG PLATE GLASS CO. OR LIBBY—OWENS
FORD GLASS CO.
2.2 TYPES OF GLASS SHALL BE ACCORDING TO THE FOLLOWING TABLE:
REFERENCES ON DRAWINGS WILL BE TO "MARK" WHICH WILL IDENTIFY TYPE.)
a ITEM TYPE
2.,"21 G,L., CLEAR WINDOW GLASS HEAVY SHEET GLASS,
"B" QUALITY, 7/32'1
THICK.
2.22 GGL GRAYLITE 14 7/32" THICK
2.3 PUTTY: FOR METAL SASH, GOSS & GOSS NO. 99 OR APPROVED
EQUAL, ELASTIC GLAZING COMPOUND,
2.4 CAULKING: A. C. HORN "VULC'A•TEX" OR APPROVED EQUAL.
✓.
3.0 GLAZING
3.1 GENERAL: ALL GLASS AND PANELS SHALL BE BEDDED, BACK
PUTTIED AND SECURED BY GLAZING BEADS AND STOPS FURNISHED UNDER THIS
SECTION. AFTER GLAZING HAS BEEN COMPLETED, ALL ,LOOSE OR MIS —SHAPED
PUTTY AND CAULKING TO BE REPLACED OR REWORKED AND LEFT FREE OF ALL
FINGER MARKS OR OTHER DEFECTS.
4.0 MATERIALS FOR ALUMINUM ENTRANCES AND WINDOW SECTIONS
4 17. FRAMES, SASH, TRIM, DIVISION BARS, BRAKE MOULDINGS, ETC.,
SHALL BI`"AS MANUFACTURED BY NORTHRUP ARCHITECTURAL SYSTEMS, 645
NATIONAL AVENUE, MOUNTAIN VIEW, CALIFORNIA, TELEPHONE RE 6-7938,
AND SHALL BE IN SHAPES AS DETAILED. (NOTE: THIS WAS FORMERLY THE
ACME METAL MOULDING COMPANY)
4.2 ALLOYS:
4.21 EXTRUDED SECTIONS SHALL BE OF ALUMINUM ALLOY No.
6063T5.
4.22 ROLLED SECTIONS SHALL BE OF ALUMINUM ALLOY NO.
3S-H12,
4.23 BRAKE MOULDINGS SHALL BE OF ALUMINUM ALLOY No. 32.
8307
10-3
4.3 FINISH: ALL ALUMINUM SURFACES SHALL HAVE ALUMILITE
204A1-R1 FINISH PLUS PROTECTIVE COATING.
5.0 INSTALLATION
5.11 DO ALL DRILLING AND FITTING AND WORK OF A SIMILAR
CHARACTER REQUIRED IN FITTING AND SETTING MATERIALS IN PLACE
AND DO ALL CUTTING AND FITTING REQUIRED TO FIT WORK TO THE
WORK OF OTHER TRADES,
5.12 CHECK ALL MEASUREMENTS WITH SURROUNDING WORK AND
COMPARE ALL DIMENSIONS AND OTHER ITEMS WITH THE VARIOUS OTHER
TRADES INSTALLING WORK ADJOINING THIS WORK TO INSURE THERE ARE
NO DISCREPANCIES,
5.13 PROVIDE ALL CONNECTING MEMBERS, BOLTS, SCREWS,
ETC. FOR ATTACHING THIS WORK TO THE BUILDING 'OR TO THE WORK
OF OTHER TRADES:
5.2 ERECTION:
5.21
ALL
JOINTS, FOR
ALL WORK
SHALL BE
HAIR LINE JOINTS,
5.22
ALL
FASTENINGS
SHALL BE
CONCEALED
FASTENINGS,
5.23 ALL MATERIALS SHALL BE ERECTED WITH NECESSARY PRO-
VISIONS FOR EXPANSION.AND CONTRACTION,
5,24 ALL INSTALLATION SHALL BE COMPLETELY CAULKED FOR
WATER AND AIRTIGHT INSTALLATION.
6.0 PROTECTION
ALL EXPOSED METAL, AFTER INSTALLATION, SHALL BE PROTECTED UNDER
THIS SECTION BY CONTRACTOR TO THE SATISFACTION OF THE OWNER,
AGAINST LIME, PLASTER, ACIDS OR OTHER COMPOUNDS WHICH MAY AFFECTS',_'
THE ALUMILITED SURFACES UNTIL THE JOB IS READY TO TURN OVER TO
THE OWNER,
7.0 INSULATION
WHERE ALUMINUM IS TO BE PLACED IN CONTACT WITH STEEL, CONCRETE,
TILE OR PLASTER, THE ALUMINUM SHALL BE BACK PAINTED BEFORE EREC-
TION, AND TOUCHED UP AFTER ERECTION, WITH AN APPROVED BITUMINOUS
PAINT.
8.0 SHOP DRAWINGS
THIS SUBCONTRACTOR SHALL PREPARE AND SUBMIT THROUGH THE GENERAL
CONTRACTOR FOR OWNERS APPROVAL, ALL NECESSARY SHOP DRAWINGS AND
DETAILS CONCERNED WITH THE WORK. NO WORK SHALL BE FABRICATED EX-
VE'P'-T FROM APPROVED DRAWINGS,
9.0 GLASS SIZt"S-
ALL SIZES FOR GLASS SHALL BE TAKEN FROM THE ACTUAL FRAMES.
8307
ROOF LNG
1 1-1
SECTION 11
BUILT-UP ROOFING AND WATERPROOFING
1.0 SCOPE AND GENERAL
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND -"SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
11-2 SCOPE: THE WORK UNDER THIS HEADING COMPRISES THE FUR-
NISHING AND INSTALLING THE BUILT UP ROOFING AS SPECIFIED HEREIN
AND SHOWN ON THE DRAWINGS. WATERPROOFING IS INCLUDING HEREIN.
1.3 GENERAL: WHERE APPLICATION OF A.MATERIAL IS NOT SPECIFIED
HEREIN, APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS. THE COMPLETE WORK SHALL BE WATERTIGHT.
1.4 TYPE OF ROOF: THE ROOF TO BE -INSTALLED HEREUNDER SHALL
QUALIFY AS A TWENTY 0) YEAR, CLASS "A" ROOF.
1.5 SUPPLEMENT: ANY CHANGES OR ADDITIONS TO,THIS SECTION
WILL BE ADDED AS A.SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS:
2.1 GENERAL: THE ROOFING MATERIAL SHALL BE DELIVERED IN
ORIGINAL UNBROKEN PACKAGES AND IDENTIFIED AS TO QUALITY, BRAND
AND MANUFACTURE, ASPHALTIC MATERIAL SHALL NOT BE ADULTERATED.
THE MATERIAL SHALL BE CAREFULLY HANDLED AND PROTECTED FROM THE
WEATHER AND DAMAGE. ANY DAMAGED MATERIAL WILL BE REJECTED,
2.2 ROOFING MATERIAL: THE FOLLOWING ROOFING MATERIAL SHALL
BE JOHNS-MANVILLE PRODUCTS OR APPROVED EQUIVALENT PRODUCTS THAT
COMPLY WITH THE REQUIREMENTS OF THE SUBSTITUTION PARAGRAPH.
2.21 ASPHALT: MEDIUM MELTING POINT ROOFING ASPHALT
(1650F) MINIMUM.
2.22 BASE FLASHING: J-M PLY ASBESTOS FLASHING MA-
TERIAL.
2.23 GRAVEL STOP: SHALL BE 24 GAUGE.GALVANIZED SHEET
STEEL. THE FLANGE OF THE GRAVEL STOP SHALL NOT BE PAINTED,
2.24 CANT STRIPS: SHALL BE THE TYPE SHOWN AND INSTALLED'
AT ALL VERTICAL SURFACES. THE CANTvSTRIPS SHALL BE EMBEDDED
IN HOT ASPHALT AND SHALL FIT FLUSH TO VERTICAL SURFACES. COR-
NERS SHALL B'E.A000RATELY MITERED AND WHERE SCUPPERS OCCUR THE
ENDS SHALL HAVE AN INCH BEVEL. ENDS SHALL BE 2-INCHES FROM
OUTLET. '
3.0 S
8307
Rpuf.;SN.G,�s;
11-2
2.25 GRAVEL: SHALL '?E OPAQUE, CLEAN AND THOROUGHLY DRY,
1/4" TO 1/2" IN SIZE. NOT MORE THAN 10% FINES SHALL PASS A NO.
4 SCREEN NOR 2% SHALL PASS A No. 8 SCREEN. CONTRACTOR SHALL
SUBMIT SAMPLES FOR APPROVA'..
FELTS: 1 LAYER OF J-M No, 45 ASBESTOS BASE FELT 43 LBS,
2 LAYERS OF J-M F,NISHING FELT 30 LBS.
BUTUMEN J-M 1700 ASPHALT; 75 LBS.
SURFACING: J-M 1700 ASPK'ALT GRAVEL 300 LBS.
4.0 APPLICATION
APPLY ONE LAYER OF No. 45 ASBESTOS BASE FELT LAPPING EACH COURSE
TWO INCHES OVER THE PRECEEDING)ONE.1 MOP THE FULL WIDTH UNDER
EACH FELT WITH J-M 1700 ASPHALT' USING APPROXIMATELY 35 LBS, PER
SQUARE,
5.0
STARTING AT THE LOW EDGE APPLY ':ONE 18" WIDE, THEN OVER THAT ONE
FULL 36" WIDE J-M ASBESTOS FINISHING FELT, FOLLOWING FELTS ARE TO
BE APPLIED FULL WIDTH OVER LAP?ING THE PRECEEDING FELT BY 19" IN
SUCH MANNER THAT AT LEAST 2 PLIES OF FELT COVER THE BASE FELT AT
ANY POINT. EACH FELT SHALL BE FIRMLY AND UNIFORMLY SET WITHOUT
VOIDS INTO HOT J-M 1700 ASPHALT APPLIED JUST BEFORE THE FELT AT A
RATE OF APPROXIMATELY 25 LBS, PER SQUARE UNIFORMLY OVER THE ENTIRE
SURFACE.
5.1 MATERIALS: EMULSIFIED MASTIC COMPOUND: HYDROCIDE 700,
AS MANUFACTURED BY L. SONNEBORN SONS, INC.
5.2 APPLICATION: APPLY HYDROCIDE 700 COLD TO A 1/16" THICK
NESS WITH A TROWEL, AT THE RATE of 5 GALLONS PER 100 SQ. FT.
APPLY IN A CONTINUOUS COATING WITHOUT BREAKS OR PINHOLES. SMOOTH
SURFACES SHOULD BE ROUGHENED AND ALL SURFACES MOISTENED WITH WATER
BEFORE APPLYING. DO NOT APPLY AT TEMPERATURE BELOW 40 DEG. F.
6.0 GUARANTEE AND TESTING:
6.1 GUARANTEE: THE CONTRACTOR SHALL FURNISH COMPANY A
WRITTEN GUARANTEE FOR THE WORK UNDER THIS HEADING. THE GUARANTEE
SHALL BE EFFECTIVE FOR A PERIOD OF TWO YEARS AFTER THE ACCEPTANCE
OF THE WORK AND SHALL GUARANTEE THE WORK AGAINST ANY DEFECT IN
MATERIALS OR WORKMANSHIP. THE GUARANTEE SHALL STATE THAT CONTRAC-
TOR WILL REPAIR (OR REPLACE) AT NO EXPENSE TO COMPANY ANY OR ALL
PORTIONS OF THE WORK WHICH DEVELOP LEAKS, IMPERFECTIONS OF MATERIAL
OR DEFECTIVE WORKMANSHIP.
8307
1 1 -3
6.2 TESTING: IN ADDITION TO THE GUARANTEE, .THE CONTRACTOR
MAY BE REQUIRED BY COMPANY'S REPRESENTATIVE IN CHARGE TO SUBMIT ONE
OR MORE 18 INCH SQUARE ROOFING CUT-OUTS FOR TESTING DURING OR PRIOR
TO THE ACCEPTANCE OF THE ROOF, THE CUT-OUTS SHALL BE REMOVED FROM
AREAS DESIGNATED BY.COMPANY'S REPRESENTATIVE IN CHARGE, AFTER A
CUT-OUT HAS BEEN MADE, CONTRACTOR SHALL IMMEDIATELY REPAIR, THE WORK.
IF TESTS REVEAL THAT THE ROOF DOES NOT COMPLY WITH THE REQUIREMENTS
OF THIS SPECIFICATION, CONTRACTOR WILL BE REQUIRED (AS DIRECTED)
TO REPLACE AND/OR REPAIR THE ROOF AT NO COST TO COMPANY, THE COST
OF TESTING .WILL BE BORNE BY COMPANY.
8307
+ PO R C E L A 110t4EmANE L
12-1
SECTION 12
ARCHITECTURAL PORCELAIN ENAMEL FASCIA
1.0 COPE AND GENERAL
% 1.1 GENERAL CONDITIONS: THE REQUIREMENT OF THE "GENERAL
CONDITIONS" AND " PECIFIC CONDITIONS" OF THE CONTRACT APPLY TO.ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: THE WORK OF THIS SECTION SHALL INCLUDE ALL LABOR
AND MATERIALS REQUIRED FOR FURNISHING, RELOCATING AND ERECTING ALL
APCO "SELFFLASHING" ARCHITECTURAL PORCELAIN ENAMEL FASCIA AS SHOWN
ON THE DRAWINGS.
1.3 RELATED WORK NOT INCLUDED IN THIS SECTION:
1.31 DISMANTLING AND TEMPORARY STORAGE OF THE EXISTING
PORCELAIN ENAMEL FASCIA UNITS AT PORTION OF BUILDING TO BE
REMODELLED IS`SPECIFIED UNDER DEMOLITION SECTION.
1.4 SUPPLEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
...wn.... _ A.
A,.
LA CI:1, ARCHITECTURAL PORC IN ENAM L'SHALL BE APCO "SELF -
F PANELS AS• MANUFACTURED BY ARCH TECTURAL PORCELAIN CON-
STRU (4-,,. OAKLAND', CACIFORNIA. ANY POk ELAIN ENAMEL PANELS OF-
FERED AS`'AN ALTERNATE OR EQUAL TO T1j,E ARCHITECTURAL PORCELAIN ENAM-
EL SPECIFIED,MUST..H,AVE SHE APPROVAL' OF THE OWNER BEFORE SUBMISSION
OF THIS -BID. THE MANUFACTURE OF ALL MATERIAL UNDER THESE SPECIFI-
CATIONS SHALL ..BE A NEACCORDANCE WITH THE "STANDARDS FOR MANUFACTURE
OF ARCH`11`ECT49,AL POT"OtLAIN EjA L", OF THE ARCHITECTURAL DIVISION
OF THE PORCELAIN ENAMEL INST TQZE INC., 1010 VERMON AVENU-E, N.W.,
WASHINGTON 5,'D.C. HEREINAFTER 1FERRED TO AS P.E.I. STANDARDS.
2.2 DESCRIPTION OF UNITS:
2.21 ALL FIELD PANELS SHALL BE FORMED FROM 16 GAUGE
STRETCHER LEVEL GRADE ENAMELING IRON. ALR'Lo,4q01NTS SHALL BE
FORMED BY ANGLE OR CHANNEL FLANGES INTEGRAL WITH. THE PANELS.
THESE FLANGES SHALL HAVE SUITABLY OFFSET CORN Rn^'Z O THAT
ALL PARTS INTERLOCK TO FORM WATERTIGHT JOINTS INDEPI'NDENTLY
OF,'ANY.JOINT FILLER MATERIALS.
2.22 ALL JOINTS SHALL BE LAYED OUT FOR 3/16" SPACING
BETWEEN THE PANELS.
2.23 ALL PART 24.LL X 36" OR LARGER SHALL HAVE 3/4" X 2"
GALVANIZED STIFFENER`CHANNELS MECHANICALLY ATTACHED ON 6110ENT-
ERS.TO.THE BACK TO ADD -RIGIDITY AND -.PREVENT WARPAGE UNDER TEM-
PERATURE•'C.HANGES. THE.MAXIMUM _SPACLNG .OF THES.E CHANNEL STIFF-
ENERS SHALL BE 12".
8307
PORCELA I iWkEItA*El
12-1
t4 SECTION 12
ARCHITECTURAL PORCELAIN ENAMEL FASCIA
1.0 ,yCOPE AND GENERAL
1.1 GENERAL CONDITIONS: THE REQUIREMENT OF THE "GENERAL
CONDITIONS` AND " PECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
2.0
1.2 SCOPE: THE WORK OF THIS SECTION SHALL INCLUDE ALL LABOR
AND MATERIALS REQUIRED FOR FURNISHING, RELOCATING AND ERECTING ALL
APCO "SELFFLASHING" ARCHITECTURAL PORCELAIN ENAMEL FASCIA AS SHOWN
ON THE DRAWINGS.
1.3 RELATED WORK NOT INCLUDED IN THIS SECTION:
1.31. DISMANTLING AND TEMPORARY STORAGE OF THE EXISTING
PORCELAIN ENAMEL FASCIA UNITS AT PORTION OF BUILDING TO BE
REMODELLED IS•SPECIFIED UNDER DEMOLITION SECTION.
1.4 "$U1RPtEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
k
WF
;.1; ARCHITECTURAL PORCELAIN ENAM L SHALL BE APCO "SELF -
LA' 6 PANELS AS_MANUFACTURED BY ARCFk TECTURAL PORCELAIN CON-
StRU4WSf.OAKLAND, CA,CIFORNIA. ANY PORCELAIN ENAMEL PANELS OF-
FERED AS`AN ALTERNATE OR EQUAL TO T4E ARCHITECTURAL PORCELAIN ENAM-
EL SPECIFIED,MUST.,HAVE-SHE APPROVAL" OF THE OWNER BEFORE SUBMISSION
OF THIS BID. TkE MANUFACTURE OF ALL MATERIAL UNDER THESE SPECIFI-
CATIONS SHALL. BE A NjACCORDANCE WITH THE "STANDARDS FOR MANUFACTURE
OF ARCH'FT EC.TUi?AL POR:GELA IN Et�AL", OF THE ARCHITECTURAL DIVISION
OF THE PORCELAIN ENAMEL INSt'T E INC,, 1010 VERMON AVENUE, N,W.,
WASHINGTON 5,'D.C. HEREINAFTER IFERRED TO AS P.E.I. STANDARDS.
2.2 DESCRIPTION OF UNITS:
2.21 ALL FIELD PANELS SHALL BE FORMED FROM 16 GAUGE
STRETCHER LEVEL GRADE ENAMELING IRON, AtLvq DINTS SHALL BE
FORMED BY ANGLE OR CHANNEL FLANGES INTEGRAL WITH. THE PANELS,
THESE FLANGES.SHALL HAVE SUITABLY OFFSET CORN RS*=`.SO THAT
ALL PARTS INTERLOCK TO FORM WATERTIGHT JOINTS INDEPI•NDENTLY
OF'.�ANY. JOINT FILLER MATERIALS.
2.22 '.ALL JOINTS SHALL BE LAYED OUT FOR 3/16" SPACING
BETWEEN THE PANELS.
2.23 ALL PART 24 x 36" OR LARGER SHALL HAVE 3/4" X 211
GALVANIZED STIFFENER`C AANELS MECHANICALLY ATTACHED ON 6"CENT-
ERS TO-T;HE,BACK TO ADD -RIGIDITY AND -PREVENT WARPAGE UNDER TEM-
PERATURE. `C.HANGES. THE MAXIMUM SPACL,lSIG.,OF THESE CHANNEL STIFF-
ENERS SHALL BE 12". = .
6307
PORCELA I N-ErS;;*v7r.°t"•`:'�'
1 2-2
2.24 ALL PARTS SHALL HAVE FINISHED FACES FLAT WITHIN
1 HL WHEN CHECKED WITH A STRAIGHT EDGE.
3.0 ERECTION
3.1 INSTALLATION OF NEW AND EXISTING MATERIAL SHALL BE PER-
FORMED UNDER EXPERIENCED SUPERVISION, AND IN STRICT ACCORDANCE WITH
THE MANUFACTURERS ERECTION DETAILS AND INSTRUCTIONS. THE ERECTION
SHALL BE BY A CONTRACTOR REGULARLY ENGAGED IN THIS WORK,
3.2 ALL SUPPORTS AND FASTENINGS, OF EVERY NATURE, FURNISHED
BY ERECTION CONTRACTOR SHALL BE PROTECT D AGAINST CORROSION AND
THE EFFECT OF MOISTURE, AS SPECIFIED IN THE TANDARDS. ALL
WOOD MEMBERS SHALL BE IMPREGNATED WITH AN APPROVED PRESERVATIVE
TREATMENT. ALL SUPPORTS AND FASTENINGS SHALL MEET ALL LOCAL BUILD-
ING CODE REQUIREMENTS.
3.3 EACH UNIT SHALL BE ACCURATELY PLACED AND LINED UP WITH
RELATION TO ADJOININGPARTS, WITH ALL JOINTS PLUMB, LEVEL AND TRUE.
ATTACHING CLIPS SHALL BE SO FORMED AS TO GIVE POSITIVE FASTENING,
HOWEVER, THEY SHALL ALLOW AMPLE MOVEMENT TO COMPENSATE FOR NORMAL
SHIFTING OF THE BUILDING WITHOUT CAUSING.STRAINS WITHIN THE PANELS.
HERE SHALL BE A MINIMUM OF FOUR FASTENINGS PER PANEL WITH A MAXI-
MUM SPACING OF 36 "ALONG ALL JOINTS. UNLESS OTHERWISE APPROVED,
ALL FASTENINGS SHALL BE CONCEALED.
4.0 CAULKING AND CLEANING
4.1 .JOINTS SHALL BE FILLED WITH A FLEXIBLE CAULKING SEAL
AGAINST COLLECTION OF DIRT AND MOISTURE: ANY EXCESS SHALL BE RE-
MOVED FROM THE FACE AND THE JOINT POINTED BY WIPING WITH A SUITA-
BLE TOOL, THE CAULKING MATERIAL SHALL BE AS, SPECIFIED BY THE MAN-
UFACTURER TO ASSURE A MAXIMUM SEAL AGAINST THE PENETRATION OF
MOISTURE.
4.2 UPON COMPLETION ALL PORCELAIN ENAMEL SURFACES SHALL BE
THOROUGHLY CLEANED WITH A SOLUTION OF SOAP POWDER AND CLEAN HOT
WATER, FOLLOWED BY A RINSING WITH CLEAN WATER AND SHALL BE WIPED
DRY,
5.0 SHOP DRAWINGS
SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED FOR APPROVAL OF THE
OWNER PRIOR TO THE FABRICATION OF ANY MATERIAL. THESE SHOP DRAW-
INGS SHALL SHOW ALL MATERIAL REQUIRED FOR THE WORK OF THIS TRADE,
SHALL INDICATE SECTIONS, DIMENSIONS OF UNITS, JOINTING, BENDING
WHERE REQUIRED;;ANCHORING ATTACHMENTS, AND OTHER NECESSARY DETAILS;
SHALL IDENTIFY UNITS BY SETTING NUMBERS q-'S MAY BE REQUIRED BY THE
NATURE OF THE INSTALLATION; AND SHALL SUPPLY REQUIRED INFORMATION
FOR OTHER RELATED TRADES TO FOLLOW.
6.0 SAMPLES
SAMPLES OF COLORS AND SURFACE TEXTURE ARE TO BE SUBMITTED TO THE
OWNER FOR APPROVAL PRIOR TO PORCELAIN ENAMELING 07F ANY MATERIAL.
8307
PORCELA I N- _N;..:'d. tii t
12-3
7.0 REUSE OF EXISTING MATERIALS:
AT CONTRACTORS OPTION, PORCELAIN ENAMEL FASCIA'g ELS CAN BE RE —USED
PROVIDING THEY ARE FREE FROM DEFECTS OF ANY KIND AND ARE RELOCATED
SO THAT THEY ARE COLOR MATCHED. COLOR MATCHING OF `EXISTING, RE —USED
AND NEW PANELS IS REQUIRED TO THE DEGREE THAT P;,E,•l, STANDARDS DIC—
TATE,
8.0 GUARANTEE
ALL MATERIAL AND WORK FURNISHED UNDER THIS CONTRACT SHALL BE GUAR—
ANTEED FOR ONE YEAR TO BE FREE FROM,DEFECTS ANO FAULTY WORKMANSHIP,
AND THIS CONTRACTOR SHALL FURTHER GUARANTEE TO REPLACE PROMPTLY AND
REPAIR SAME WITHIN SAID ONE YEAR PERIOD, IF SO REQUESTED, THIS
CONTRACTOR SHALL FURNISH SUCH G"*ANTEE IN,WRITING AS A CONDITION
OF FINAL PAYMENT,
^:1 8307
.. INSULA T'i ;1N'w..
13-1
SECTION 13
CEILING AND WALL INSULATION
1.0 SCOPE AND GENERAL
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "'GENERAL
CONDITIONS" AND "SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED THE WORK UNDER THIS
SECTION SHALL COMPRISE THE COMPLETE PERFORMANCE OF ALL CEILING AND
WALL INSULATION WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN,
INCLUDING THE FURNISHING OF ALL MATERIALS REQUIRED THEREFOR,
1.3 SUPPLEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS:
2.1 CEILING AND WALL
AL INSULATION SHALL BE FIBERGLAS (ROLL OR
BOLT) BLANKET INSULATION MANUFACTURED BY OWENS-CORNING FIBERGLAS
CORPORATION OR APPROVED EQUAL, 311 MINIMUM THICKNESS,
3.0 APPLICATION
3,1 WOOD, JOIST CEILINGS: INSULATION.SHALL BE INSTALLED IN
JOIST SPACES, STAPLED AS REQUIRED, PRIOR TO INSTALLATION OF PLASTER
BASE.
3.2 SUSPENDED PLASTER AND ACOUSTICAL PANEL CEILINGS: INSULA-
TION SHALL BE LAID DIRECTLY ON FINISH CEILING MATERIAL, BUTTING
BATTS OR BLANKETS TIGHTLY TOGETHER,
3.3 WALLS: INSULATION SHALL BE STAPLED TO STUDS AT 61' MAX-
IMUM SPACING. NOTE THAT INSULATION SHALL BE CARRIED TO A HEIGHT
IN THE WALLS SO THAT THE WALL INSULATION SHALL BE CONTINUOUS WITH
THE CEILING INSULATION ON EITHER SIDE OF THE WALL WHERE CEILING
HEIGHTS DIFFER,
3.4 INSULATION SHALL BE CUT TO FIT ALL ANGLES, CORNERS OR
IRREGULAR SPACES AND SHALL FIT SNUGLY AROUND ELECTRICAL OUTLETS,
PIPES, ETC.
15
8307
SUSPENDED'CEf`L
14-1
SECTION 14
SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM
1.0 SCOPE AND GENERAL
1.1 GENERAL CONDIT ONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND PECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
1.2 SCOPE: UNLESS OTHERWISE SPECI.FIED, THE WORK UNDER THIS
SECTION SHALL COMPRISE THE COMPLETE PERFORMANCE OF THE SUSPENDED
ACOUSTICAL PANEL CEILING SYSTEM AND ALL ACCESSORIES AS SHOWN ON
THE DRAWINGS AND SPECIFIED HEREIN AND INCLUDING:
1.21 THE COMPLETE EXPOSED GRID SUSPENSION SYSTEM.
1.22 ACOUSTICAL CEILING BOARD INSTALLED WITHIN THIS
SYSTEM.
1.23 AT CONTRACTORS OPTION, THE SUSPENDED ACOUSTICAL
PANEL CEILING IN REPRODUCTION ROOM ONLY CAN BE INSTALLED USING
COMPONENTS SALVAGED FROM EXISTING CEILING AREAS TO BE DIS-
MANTLED. DISMANTLING IS COVERED UNDER DEMOLITION SECTION OF
THESE SPECIFICATIONS.
1.3 SUPPLEMENT: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS
2.1 THE SUSPENSION SYSTEM SHALL BE DRIVE-LOK GRID SYSTEM
AS MANUFACTURED BY OC- RODUCTS COMPANY, Los ANGELES, CALIFORNIA.
SECTIONS SHALL BE EXTRUDED ALUMINUM, ALUMILITED, FABRICATED TO A
TOLERANCE OF PLUS OR MINUS 0.005" PER 12'-0" LENGTH. ALL IN-
TERSECTIONS AND CONNECTIONS THROUGHOUT THE ENTIRE SYSTEM SHALL BE
CAPABLE OF WITHSTANDING 100 LBS. TENSION OR COMPRESSION.
2.2 ACOUSTICAL MATERIAL SHALL BE FIBERGLAS "FILM -FACED
SONOBOARD" AS MANUFACTURED BY OWENS-CORNING FIBERGLAS CORPORATION
OR APPROVED EQUAL, IT SHALL BE 3/4" THICK IN SIZES AS SHOWN ON THE
DRAWINGS. (2411 X 48" AND 2411 X 7211)
3.0 INSTALLATION
3.1 MAIN SUSPENSION MEMBERS SHALL BE HUNG DIRECTLY FROM THE
WOOD ROOF STRUCTURE ABOVE BY N0,
12 GAUGE GALVANIZED STEEL HANGER
WIRES SPACED AS SHOWN ON THE DRAWINGS AND IN NO CASE TO EXCEED 4
FEET ON CENTER ALONG THE MAIN TEE RUNNERS, MAIN RUNNERS SHALL BE
TV-15 MEMBERS SPACED 4 FEET AND 6 FEET CENTER. GROSS RUNNERS SHALL
BE TV-15 SPACED 2 FEET ON CENTER.
8307
SUSPENDED CEiLINC.:....
14-2
3,1 MAIN SUSPENSION MEMBERS (CONTINUED)
PERIMETER TEE SHALL BE V-15 AND SHALL BE FASTENED TO ABUTTING MEM-
BERS AS SHOWN ON THE DRAWINGS, TEES SHALL BE INSTALLED AT LIGHT
FIXTURES AND CEILING REGISTERS AS SHOWN ON THE DRAWINGS, PERIMETER
ANGLE VITA-1 SHALL BE USED AGAINST CONCRETE AND WOOD MEMBERS AS SHOWN
ON THE DRAWINGS,
3,2 CEILING BOARD SHALL REST ON FLANGES OF TEES AND SHALL FIT
NEATLY, MAKE ALL CUTS AND SCRIBES REQUIRED IN A NEAT, WORKMANLIKE
MANNER,
3,3 INSTALLATION OF THE TOTAL SYSTEM SHALL BE MADE BY A CON-
TRACTOR APPROVED BY THE MANUFACTURER OF THE SUSPENSION SYSTEM AND
THE CEILING BOARD,
SECTION 15
RESILIENT FLOORING
1,0 SCOPE AND GENERAL
8307
RESILIENT FLOORING=
1 5-1
1.1 GENERAL CON ITIONS: THE REQUIREMENT OF THE "GENERAL
CONDITIONS" AND ' PECIFIC CDNDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION. {
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED, THE WORK UNDER THIS
SECTION SHALL COMPRISE FURNISHING AND INSTALLATION OF ALL RESILIENT
FLOORING AND TOP -SET RUBBER BASE AS SHOWN ON THE DRAWINGS AND SPEC-
IFIED HEREIN. THIS INCLUDES AREAS WHERE FLOOR TILE HAS BEEN RE-
MOVED TO ACCOMMODATE THE NEW CONSTRUCTION.
1.3 RELATED WORK NOT INCLUDED IN THESE SPECIFICATIONS: THE
STRIPPING AND REMOVAL OF EXISTING FLOOR TILE, ADHESIVE AND BASE AT
CERTAIN AREAS WITHIN THE CONSTRUCTION.ZONE IS SPECIFIED UNDER
"DEMOLITION".
1.4 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 MATERIALS
2.1 RESILIENT FLOORIN M TERIAL SHALL BE 9" X 9" x 1/8"
THICK VINYL -ASBESTOS " XCELON TILE' AS MANUFACTURED BY THE ARM -
STRONG CORK COMPANY OR APPROVED EQUAL. COLOR AS SELECTED BY ENG;VEER,
2.2 TOP -SET RUBBER COVE BASE SHALL BE 4" HIGH WITH PRE-
FORMED END STOPS AND INTERNAL AND EXTERNAL CORNERS AS MANUFACTURED
BY THE ARMSTRONG CORK COMPANY OR APPROVED EQUAL. COLOR SHALL BE
OTHER THAN BLACK OR DARK BROWN AND SHALL BE AS SELECTED BY _Nd;i,N'ER,
2.3 ADHESIVES SHALL BE AS RECOMMENDED AND APPROVED BY THE
MANUFACTURER.
2.4 MATERIALS SHALL BE FIRST QUALITY, FULLY GUARANTEED BY
THE MANUFACTURER,
3.0 INSTALLATION
3.1 RESILIENT FLOORING SHALL BE LAID SO AS TO BE TRUE, LEVEL
AND EVEN WITH TIGHT JOINT7 AND IN ACCORDANCE WITH MANUFACTURER'S
INSTALLATION INSTRUCTIONS,
3.2 FILL ALL CRACKS, EXPANSION JOINTS, ETC. IN CONCRETE SUB -
FLOOR WITH ARMSTRONG S-190 CRACK FILLER.
3.3 NOTIFY THE OWNER IN WRITING OF ANY DEFECTS IN THE SUB-
FLOOR.- STARTING OF WORK SHALL IMPLY ACCEPTANCE BY THIS CONTRACTOR
OF SUB -FLOOR.
8307
RESILIENT FLOc,.f t:''NO'
15-2
4.0 CLEANING AND WAXING
CLEAN AND'WAX ALL FLOORING THOROUGHLY IN ACCORDANCE WITH MANU-
FACTURER'S DIRECTIONS, USING HILLYARD'CHEMICAL CO. PRODUCTS,
SAN JOSE, CALIFORNIA,
4.1 CLEANER: SUPER SHINE -ALL. (AS REQUIRED)
4.2 BASE COAT: HIL-TEX ONE COAT)
4.3 WAX: SUPER HIL-BRITE TWO COATS)
5.0 GUARANTEE
THIS CONTRACTOR SHALL FURNISH THE OWNER.WITH A WRITTEN GUARANTEE
AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP AND LOOSENING OR COM-
INGUP FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE
WORK.
n
SECTION 16
FIELD PAINTING
1.0 SCOPE AND GENERAL
8307
PA'11-4T°II1G"'
16-1
1:1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS" AND "SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 SCOPE: UNLESS OTHERWISE SPECIFIED, THE WORK HEREUNDER
SHALL COMPRISE THE COMPLETE PERFORMANCE OF ALL PAINTING WORK AS
SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN INCLUDING THE FURNISH-
ING OF ALL MATERIALS. REQUIRED THEREFOR. ,
1.3 SURFACES NOT TO BE PAINTED:
1.31 SURFACES COMPLETELY FACTORY FINISHED.
1.32 ACOUSTICAL PLASTER CEILINGS AND EXTERIOR PLASTER
SOFFITS.
1.33 SUSPENDED ACOUSTICAL PANEL CEILING SYSTEM,
1.34 CONCEALED AREAS INCLUDING PIPING, ETC, WITHIN
THOSE AREAS.
1.35 ALUMINUM DOOR AND WINDOW FRAMES AND TRIM UNLESS
NOTED ON DRAWINGS, AND ALL OTHER ALUMINUM.
1.36 ALL INTERIOR AND EXTERIOR CONCRETE SLABS.
1.37 PORCELAIN ENAMEL FASCIA.
1.38 STACKS FOR GAS -FIRED APPLIANCES WHERE CODE PROHIBITS
PAINTING.
1.4 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADDED AS
A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 PREPARATION OF SURFACES
2.1 GENERAL: ALL SURFACES SHALL BE CLEAN, DRY AND IN PROPER
CONDITION TO RECEIVE THE PAINT AS SPECIFIED. SURFACES SHALL BE FREE
OF DUST, DIRT, GRIME, GREASE, OIL, SCALE, RUST AND OTHER SUBSTANCES
THAT WILL IMPAIR THE QUALITY OF THE WORK OR INTERFERE WITH PROPER
BOND OF THE PAINT COATS. SURFACES SHALL BE CLEANED TO SUCH EXTENT
AND BY WHATEVER APPROVED MEANS THAT WILL SATISFACTORILY ACCOMPLISH
THE PURPOSE WITHOUT INJURING THE.SURFACE OR CAUSING DAMAGE. CON-
TRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER PREPARATION OF ALL
SURFACES TO BE PAINTED AND SHALL MAKE GOOD ANY DEFECTIVE WORK RE-
SULTING FROM HIS NEGLIGENCE IN THIS RESPECT.
8307
RAC I`N 7444a::#'ey i.
16-2
2.2 FILLING HOLES: HOLES AND CRACKS SHALL BE FILLED FULL
AND SMOOTHED OFF EVEN WITH THE SURFACE, HOLES IN WOODWORK SHALL
BE FILLED AFTER APPLICATION OF PRIME COAT.
i
2.3 SANDING: SURFACES, INCLUDING UNDERCOATS, SHALL BE SANDED
AS NECESSARY TO REMOVE RAISED FIBERS, TO OBTAIN ADHESION AND TO OB-
TAIN SMOOTH FINISHED PAINTED OR VARNISHED SURFACES.
2.4 GALVANIZED SURFACES: GALVANIZED SURFACES SHALL BE THOR-
OUGHLY CLEANED WITH MINERAL,SPIRITS OR TURPENTINE AND WIPED DRY BE-
FORE PRIMING.
2.5 MASONRY SURFACES: CONCRETE, CONCRETE BLOCK, AND PLASTER
SURFACES SHALL BE THOROUGHLY NEUTRALIZED AS REQUIRED. SPECIAL
CARE SHALL BE TAKEN SO AS TO REMOVE ALL.UNOXIDIZED RESIDUE FROM
FACES OF CONCRETE TILT -UP WALL PANELS BY WIRE BRUSHING.
3.0 APPLICATION
3.1 GENERAL: PAINTS SHALL BE APPLIED IN ACCORDANCE WITH
MANUFACTURERS PRINTED RECOMMENDATIONS UNLESS OTHERWISE SPECIFIED.
3.2 CLIMATIC CONDITIONS: NO EXTERIOR PAINTING SHALL BE DONE
DURING EXTREMELY COLD, FROSTY, FOGGY, OR DAMP WEATHER, OR WHILE
THE SURFACE IS DAMP.. PAINTING SHALL NOT BE DONE DURING EXTREMES
OF CLIMATIC CONDITIONS -DAMPNESS, HEAT OR COLD,
3.3 WORKMANSHIP: SHALL BE OF THE VERY BEST, ALL MATERIALS
EVENLY SPREAD AND SMOOTHLY FLOWED ON WITHOUT RUNS OR SAGS. EACH
COAT OF PAINT SHALL BE THOROUGHLY DRY BEFORE APPLICATION OF SUC-
CEEDING COATS, FINISH WORK SHALL BE UNIFORM IN COLOR AND LUSTRE.
3.4 TINTING: EACH UNDERCOAT SHALL BE TINTED TO DIFFERENTIATE
BETWEEN SUCCEEDING COAT.
3.5 STIPPLING: WHERE STIPPLING IS SPECIFIED, STIPPLE ROLLER
SHALL BE USED FOR FINISHED COAT, OBTAINING A STIPPLE MEDIUM FINE
TEXTURE, AT PROPER TIME, SURFACES SHALL BE ROLLED VERTICALLY AND
HORIZONTALLY OBTAINING UNIFORM TEXTURE, FREE OF DIRECTIONAL LINES.
3.6 DOORS: TOPS, BOTTOMS, AND EDGES OF DOORS SHALL BE FIN-
ISHED AFTER THEY ARE FITTED BY CARPENTER.
4.0 NUMBER OF COATS
4.1 GENERAL: APPLY, OVER A PROPERLY PREPARED BASE, SUF-
FICIENT UNDERCOATS AND FINISHED COATS NECESSARY TO OBTAIN FIRST
CLASS COMPLETELY PAINTED SURFACES OF THE FINISHED SPECIFIED. IN
ALL CASES, HOWEVER, THE MINIMUM NUMBER OF COATS SHALL BE AS FOL-
LOWS:
4.2 EXTERIOR SURFACES:
4.21 FERROUS METAL: APPLY ONE PRIME COAT AND TWO FINISH
COATS. TOUCH UP ABRADED AREAS OF PRIME COAT PRIOR TO APPLICA-
TION OF FINISH COATS. MINIMUM DRY FILM THICKNESS 5 MILS,
8307
16-3
4.22 GALVANIZED METAL (INCLUDING PLASTER GROUNDS): AP-
PLY ONE COAT VINYL METAL CONDITIONER AND TWO FINISH COATS.
4.23 CONCRETE ANDiCONCRETE BLOCK SURFACES: APPLY TWO
COATS OF AN APPROVED MASONRY PAINT.
4.24 WOODWORK: APPLY ONE PRIME COAT AND TWO FINISH
COATS,
4,25 MASONITE SURFACES: APPLY ONE PRIME COAT AND TWO
FINISH COATS,
4.26 PRIMED METAL: SPOT PRIME AS REQUIRED AND APPLY
TWO FINISH COATS,
4,3 INTERIOR SURFACES:
NOTE: NUMBERS BELOW, ADJACENT TO TYPE OF WORK, ALSO
INDICATE PAINT GROUP, REFER TO ROOM FINISH SCHEDULE FOR LOCATION
OF PAINT GROUP NUMBER USAGE.
4.31 WOODWORK: COMPLETELY PRIME, APPLY ONE COAT OF
UNDERCOATER, AND ONE FINISH COAT,
4.32 MISCELLANEOUS STEEL. UNGALVANIZED METAL AND PIPING:
APPLY ONE PRIME COAT AND ONE FINISH COAT. TOUCH UP ABRADED
AREAS OF PRIME COAT PRIOR TO .APPLICATION OF FINISH COAT. THE
FINISH COAT MAY BE OMITTED ON STEEL WORK THAT IS TO BE FURRED
IN OR THAT IS INACCESSIBLE, PAINT'ELECTRIC PANELBOARD TO MATCH
ADJACENT WALL FINISH.
4.33 GALVANIZED METAL (INCLUDING PLASTER GROUNDS AND
PIPING): APPLY ONE COAT OF VINYL METAL CONDITIONER AND TWO
FINISH COATS,
4.34 PLASTER (STIPPLED SURFACES): APPLY ONE COAT OF PIG-
MENTED WALL SEALER AND PRIMER, ONE ENAMEL UNDERCOATER, AND ONE
FINISH COAT,
4.35 PLASTER (FLAT PAINT SURFACES): APPLY ONE COAT OF
PIGMENTED WALL SEALER AND PRIMER AND TWO FINISH COATS.
4.36 MASONITE SURFACES
FINISH COATS.
4.37 CONCRETE SURFACES
MASONRY PAINT,
APPLY ONE PRIME COAT AND TWO
APPLY TWO COATS OF AN APPROVED
4.38 HARDWOOD PLY OOD AND TRIM SURFACES: FIRST COAT,
STAIN IN SELECTED COLOR. ECOND COAT, LACQUER SANDING SEALER,
THIRD AND FOURTH COATS, LACQUER,
4.39 INTERIOR OF CASEWORK: ONE COAT OF STAIN, WIPED ON.
a307
16-4
5.0 MATERIALS
5.1 GENERAL: MATERIA+_S SHALL BE AS SET FORTH IN PARAGRAPH
5.6 BELOW OR APPROVED EQUIVALENT. IN SO FAR AS PRACTICABLE, ALL
THE COATS APPLIED IN ANY ONE: OF THE VARIOUS PAINTING LOCATIONS
INDICATED IN THE PAINTING SCHEDULE, SHALL BE OF THE SAME MANU-
FACTURE.
5.2 DELIVERY: ALL MATERIALS SELECTED FOR USE SHALL BE DE-
LIVERED UNOPENED AT THE WORK SITE IN THEIR ORIGINAL CONTAINERS.
EACH CONTAINER SHALL BE LABELED BY MANUFACTURER. LABELS SHALL
GIVE MANUFACTURER'S NAME, BRAND, TYPE OF PAINT, COLOR OF PAINT
AND INSTRUCTIONS FOR THINNING. CONTAINERS SHALL NOT BE OPENED
UNTIL INSPECTED BY CONSTRUCTOR.
5.3 THINNING: SHALL BE PERFORMED ONLY IN ACCORDANCE WITH
DIRECTIONS OF MANUFACTURER,
5.4 COLORS: CONTRACTOR MAY TINT READY MIXED PAINTS TO
MATCH OR USE MATERIAL TINTED BY PAINT MANUFACTURER. FOR EX-
TERIOR SURFACES, ONLY MATERIAL TINTED BY PAINT MANUFACTURER SHALL
BE USED, UPON CONTRACTOR'S REQUEST, COMPANY WILL FURNISH COLOR
CARDS FOR COMPANY'S STANDARD PAINT COLORS AND SPECIAL FORMULATION
DESIGNATIONS FOR COMPANY'S STANDARD PAINT COLORS FROM SELECTED
PAINT MANUFACTURERS. UNIVERSAL TINTINGCONCENTRATES SHALL BE USED
FOR TINTING. ALL COLORS SHALL BE SELECTED BY ENGINEER.
5.5 MATERIALS LIST: FOR COMPANY'S RECORDS, CONTRACTOR SHALL
FURNISH CONSTRUCTOR WITH COMPLETE LIST OF PAINTS TO BE USED ON THE
JOB, GIVING PARTICULAR BRAND, PAINT FORMULA NUMBER AND MANUFAC-
TURERS NAME. ONE COPY OF THIS LIST SHALL BE FORWARDED BY CON-
STRUCTOR TO DEPARTMENT OF ENGINEERING SERVICES(C/Q W. J. PRATHER),
245 MARKET STREET, SAN FRANCISCO, CALIFORNIA, 94106.
5.6 MATERIALS SHALL BE AS FOLLOWS:
FERROUS METAL PRIMER
NATIONAL LEAD
W. P. FULLER
SOCONY
DUPONT
*EXTERIOR OIL PAINT
"DUTCH BOY QUICK DRY
"ND. 4550 FULTEC RED
"RED LEAD 13R-7900"
"MARINE METAL PRIMER
RED LEAD No. 052"
LEAD"
67-736"
NATIONAL LEAD "DUTCH BOY HOUSE PAINT-ENAMELIZED++
W. P. FULLER "EXTERIOR HOUSE PAINT"
SHERWIN-WILLIAMS "SWP EXTERIOR GLOSS PAINT"
DUPONT"OUTSIDE HOUSE PAINT"
PITTSBURG PLATE GLASS-"SUNPROOF HOUSE PAINT"
*FOLLOW MANUFACTURER'S RECOMMENDATION FOR TINTING.
5,6 MATERIALS SHALL BE AS FOLLOWS:
PIGMENTED WALL PRIMER AND SEALER
NATIONAL LEAD
W, P, FULLER
SHERWIN-WILLIAMS
SINCLAIR
PITTSBURG PLATE GLASS
WOOD PRIMER
8307
PAI7VIiNG'
16-5
(CONTINUED)
110=40 WALL PRIMER AND SEALER"
"R-4789 SYNTOSEAL"
"NO, 871W5 PIGMENTED WALL SEALER
AND PRIMER
"PIGMENTED SEALER - WHITE"
"WALLHIDE PRIMER SEALER 24-10"
WHITE LEAD AND LINSEED OIL MIXES IN STANDARD PROPORTIONS
FOR PRIMING OR AN APPROVED PREPARED PRIMING PAINT.
MASONRY PAINT
DEBOOM PAINT CO
NATIONAL LEAD
GELVATEX
PACIFIC PAINT AND
VARNISH
ENAMEL UNDERCOATER
SHERWIN-WILLIAMS
W, P. FULLER
NATIONAL LEAD
FLAT WALL PAINT
11620 DEB-0-LITE POLMERITE"
"PLIOL1TE")
NALCRETE (PVA)
EXTERIOR FLAT FINISH (PVA)
CONCRETE AND MASONRY PAINT (PVA)
"PAINTER CRAFT No. B 71 WY 12
ENAMEL UNDERCOATER11
"No. 4410 CRESTOSEAL ENAMEL
UNDERCOATER"
"005 FOUNDATION UNDERCOAT"
NATIONAL LEAD
"DUTCH BOY FLAT WALL ENAMEL"
SHERWIN-WILLIAMS
"PAINTER CRAFT SUPER FLAT WALL"
W. P. FULLER
"FULLER GLO FLAT' ENAMEL"
PITTSBURG PLATE GLASS
"WALLHIDE FLAT WALL PAINT"
SEMI -GLOSS ENAMEL
NATIONAL LEAD
'DUTCH BOY. SATIN FINISH ENAMEL"
W. P. FULLER
"INTERIOR SEMI -GLOSS ENAMEL"
SHERWIN-WILLIAMS
"PAINTER CRAFT SEMI -GLOSS ENAMEL"
PITTSBURG PLATE GLASS
"WALLHIDE SEMI -GLOSS ENAMEL"
SASH AND TRIM PAINT
NATIONAL LEAD
"DUTCH BOY SASH AND TRIM FINISH"
W. P. FULLER
"FULTEC TRIM" `
SHERWIN-WILLIAMS
"SWP EXTERIOR GLOSS PAINT"
DUPONT
"DULUX TRIM AND SHUTTER PAINT"
8307
PAvrNT;,1„dC O,�,
16-6
EXTERIOR VARNISH
NATIONAL LEAD "70-21 VERSATILE SPAR"
W. P. FULLER "VALSPAR"
SHERWIN-WILLIAMS "S-W REXSPAR VARNISH"
PABCO.CO. "2430 SUPER SPAR VARNISH"
GLOSS ENAMEL
NATIONAL LEAD "DUTCH BOY INTERIOR GLOSS ENAMEL"
W. P. FULLER "FUL-GLOSS HIGH GLOSS ENAMEL"
SHERWIN-WILLIAMS "PAINTER CRAFT GLOSS ENAMEL"
PITTSBURG PLATE GLASS "WALLHIDE ENAMEL"
SYNTHETIC ENAMEL
NATIONAL LEAD "NALCO SYNTHETIC FINISH"
W. P. FULLER "HEAVY DUTY PLASTIC ENAMEL"
DUPONT "DULUX METAL PROTECTIVE PAINT"
SHERWIN-WILLIAMS "PAINTER CRAFT SYNTHETIC GLOSS
ENAMEL"
INTERIOR VARNISH (GLOSS)
NATIONAL LEAD "V-6581 FURNITURE AND SEAT VARNISH"
W. P. FULLER "VALSPAR"
SHERWIN-WILLIAMS "MAR -NOT GLOSS VARNISH"
PABCO CO. "2400 SPAR VARNISH"
PITTSBURG PLATE GLASS "WATERSPAR 83-330"
VINYL METAL CONDITIONER
ANDREW BROWN
"PkIME7ALL"
STIPPLE PASTES -
WHITES
W. P. FULLER
NO. 2859 Low EGG SHELL STIPPLE
NATIONAL LEAD
NO. 811 FLAT STIPPLE COAT -WHITE
No. 818 FLAT STIPPLE COAT (LIGHT
BLENDING BASE)
No. 819 FLAT STIPPLE COAT (DEEP
BLENDING BASE)
No. 603 GLOSS STIPPLE COAT
NO. 503 EGGSHELL STIPPLE COAT
SHERWIN-WILLIAMS
NO. 688 STIPPLE FLAT (B 78 WY 33)
(PAINTERCRAFT)
STIPPLE ENAMEL GLOSS (B 47 W 11)
EGGSHELL STIPPLE (B 47 W7)
PITTSBURG PLATE
GLASS -No. LA 7856 FLAT STIPPLE
No. LA 7876'GLOSS STIPPLE
No. LA 12287 STIPPLE ENAMEL EGG
SHELL - 17-7
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TRAFFIC WO)TE PAINT
GENERAL PAINT TRAFFIC WHITE 3221
"NATIONAL LEAD TRAFFIC LINE FINISH 28-11
W, P. FULLER TRAFFIC LINE PAINT 6691
TRAFFIC YELLOW PAINT
GENERAL PAINT TRAFFIC YELLOW 3222
NATIONAL LEAD TRAFFIC LINE FINISH 28-48
W. P. FULLER TRAFFIC LINE PAINT 6692
NOTE: IF ANY PAINTING MATERIAL REQUIRED FOR THE WORK IS NOT
LISTED ABOVE, SUCH MATERIAL SHALL BE OF QUALITY CORRESPONDING TO
MATERIALS LISTED.
6.0 PARKING LOT STRIPES
WHERE INDICATED ON THE DRAWINGS (SEE SITE PLAN); PAINT ALL STRIPES
ON ASPHALTIC CONCRETE PAVING WITH APPROVED TRAFFIC -TYPE PAINT,
STRIPES SHALL BE 4" WIDE.
7.0 CLEAN-UP
UPON COMPLETION OF THE WORK, ALL SURFACES SHALL BE LEFT FREE FROM
STAINS, SPOTS, SPATTERING OR OTHER DEFACEMENT RESULTING FROM PAINT-
ING. ALL GLASS THROUGHOUT BUILDING SHALL BE CLEANED WITH A SUIT-
ABLE CLEANING COMPOUND AND POLISHED DRY WITH A CLEAN CLOTH.
SECTION 17
FINISH HARDWARE
1.0 SCOPE AND GENERAL
1307
FINISH HARDWARE
17-1
1.1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND -"SPECIFIC CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION.
1.2 SCOPE:
1.21 SCOPE: (UNLESS OTHERWISE SPECIFIED, THE WORK UNDER
THIS HEADING SHALL COMPRISE FURNISHING AND INSTALLATION OF ALL
FINISH HARDWARE REQUIRED TO COMPLETE THE WORK AND AS SPECIFIED
HEREIN, (INCLUDING TOILET ROOM ACCESSORIES,)
1,22 SPECIFIC REQUIREMENTS: THE HARDWARE SPECIFIED
HEREIN MATCHES EXISTING HARDWARE. NO SUBSTITUTIONS WILL BE
ALLOWED, ROUGH HARDWARE IS SPECIFIED UNDER CARPENTRY AND
MILLWORK HEADING.
1.23 REFERENCES: CATALOGUE PLATE NUMBERS ARE TAKEN FROM
RUSSWIN, STANLEY, RIXSON AND SCHLAGE.
1,24 SUPPLEMENTS: ANY CHANGES OR ADDITIONS WILL BE ADD-
ED AS A SUPPLEMENT AT THE END OF THIS SECTION.
2.0 KEYING
2.1 ALL LOCKS MASTER KEYED TO EXISTING SCHLAGE MASTER KEY.
2.2 FURNISH THREE (3) CHANGE KEYS EACH LOCK.
3.0 RUBBER ENTRANCE MATS:
FURNISH TWO (2) BLACK COLORED RUBBER ENTRY MATS, 3/8" THICK WITH
RUBBER EDGING IN LOCATIONS AS SHOWN ON DRAWINGS, MATS SHALL_ BE
FOR RECESSED INSTALLATION AND SHALL. BE PLAIN PATTERN; PERFORATED,
AS MANUFACTURED BY THE DUTRO COMPANY, OAKLAND, CALIFORNIA OR EQUAL.
4.0 FINISH HARDWARE SCHEDULE
4.1 DOOR #1
LOCK #B262P-US/28 - 2 3/4" BS CLOSER #26 - RIXSON-US/28
THRESHOLD-RIXSON #3 X #800 ALUM.X RET. MITRES
2-PUSH PLATES - RUSSWIN #617-ENF, US/28
2-DoOR PULLS - RUSSWIN #627 - ENF, US/28
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4.2 DOOR #2
SAME AS DOOR #1
4.3 DOOR #3
11 PR. BUTTS BB241-US/26D - 4 x 3-
1 LOCK #D51PO TULIP - US/28
1 STOP #21012' - US/26D
1 CLOSER - NORTON - C-RA-KV-ALUM - X SEX BOLTS
4,4 DOOR #4
1fl PR..BUTTS #BB241-US/26D-41 x 41
1 LOCK #D51PD - TULIP - US/28
1 CLOSER - NORTON - C-RA - ALUM X SEX BOLTS
1 STOP #210f - US/26D
4.5 DOOR #5
11 PR. BUTTS BB241 - US/26D - 41 x 41
1 LATCH SET $D10S - TULIP - US/28
1 CLOSER - NORTON - C-RA - ALUM X SEX BOLTS
1 STOP #209$ - US/26D
#* i
RE -USE EXISTING HARDWARE
4.7 DOOR #7
11 PR. BUTTS #BB241 - US/26D - 4 x 3T
1 LOCK D51PD,- TULIP - US/28
1 CLOSER - NORTON C-RA - ALUM X SEX BOLTS
1 STOP #2101 - US/26D
4.8 DOOR #8
11 PR. BUTTS #BB241 - US/26D - 5 x 4
1 LOCK D51PD - TULIP - US/28
1 STOP #2101 - US/26D
1 - 5.0 COUNTER GATE
5.1 1 CHICAGO GATE PIVOT #6007M-RB-US/26D
6.0 TOILET ROOM ACCESSORIES
6.1 TOILET TISSUE CABINET #4015D-WHITE
6.2 ALUMINUM SHELF - 5fl" X 72" STYLEMARK #420021
6.3 "CORBIN" PIN TUMBLERSLIDING DOOR LOCK AT STORAGE CABINET.
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SECTION 18
MISCELLANEOUS WORK
0.1 INDEX
THE WORK UNDER THIS SECTION SHALL COMPRISE THE FOLLOWING:
1.0 FIRE EXTINGUISHER CABINETS
2.0 CERAMIC TILE WORK
3.0 METAL TOILET PARTITIONS
4.0 GLAZE COAT FINISH
5.0 MOVABLE OFFICE PARTITIONS
6.0 PAVING WORK
1.0 FIRE EXTINGUISHER CABINETS
WHERE INDICATED ON SHEET A-3 OF THE DRAWINGS, FIRE EXTINGUISHER
CABINETS SHALL BE AS FOLLOWS:
(1) RELOCATE EXISTING ONE (1). SURFACE MOUNTED TYPE - NO. 101
WITH STYLE A DOOR, COLD ROLLED FURNITURE.STEEL.
(2) FURNISH AND INSTALL TWO (2). SEMI -RECESSED TYPE - NO. 101
WITH STYLE A DOOR, COLD ROLLED FURNITURE STEEL.
ABOVE CABINETS AS MANUFACTURED BY STANDARD FIRE HOSE COMPANY,
1485 BAYSHORE BLVD., SAN FRANCISCO, CALIFORNIA, NOTE: THAT
EXTINGUISHERS SHALL BE FURNISHED BY OTHERS.
2.0 CERAMIC TILE WORK
2.1 EXTENT OF WORK: THE WORK HEREUNDER COMPRISES THE FUR-
NISHING AND INSTALLING OF ALL CERAMIC TILE AS REQUIRED TO COM-
PLETELY RESTORE THE FINISH FLOOR AND BASE OF THE MENS' TOILET ROOM.
2.2 MATERIALS:
GENERAL: ALL UNGLAZED AND GLAZED CERAMIC TILES SHALL BE
AS MANUFACTURED BY THE MOSAIC TILE COMPANY OR APPROVED EQUAL.
ALL TILE SHALL BE STANDARD GRADE AND MEET THE REQUIREMENTS OF
SIMPLIFIED PRACTICE RECOMMENDATIONS R-61-44 ISSUED BY THE U.S.'
DEPARTMENT OF COMMERCE. ALL TILE SHALL BE DELIVERED TO THE JOB
IN UNOPENED GRADE -SEALED CONTAINERS.
2.21 GREY CEMENT SHALL BE CLEAN, FRESH, TYPE 1 PORTLAND
CEMENT OF AN'APPRO.VED BRAND.
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18-2
2.22 WHITE CEMENT SHALL BE ATLAS, MEDUSA, CALAVER
TILE SETTERS WATERPROOF CEMENT.
2.23 SAND SHALL BE CLEAN, SHARP SCREENED SAND.
2.24 LIME SHALL BE HIGH CALCIUM HYDRATED LIME, CONFORM-
ING TO LATEST ASTM SPECIFICATION C-206 OR C-207, TYPE S.
2.25 MATERIAL FOR COLORING JOINT GROUT SHALL BE FINELY
GROUND MINERAL FIGMENT, WHICH WILL PRODUCE THE REQUIRED COLOR
OF THE GROUT OR MORTAR:
2,26 WATERPROOFING FOR FLOOR JOINT GROUT SHALL BE "ANTI -
HYDRO" (SALES REPRESENTATIVE - PACIFIC AGGREGATE Co.)
2.27 FELT SHALL. BE /S LB. ASPHALT SATURATED.
2.28 SHRINKAGE MESH SHALL BE 1" X 1" 16 GA. WIRE MESH,
GALVANIZED,
2.29 FLOOR TILE SHALL BE MOSAIC VELVETEX, 1-9/16"
SQUARE, COLOR PATTERN AS SELECTED BY OWNER, BASE TILE SHALL
BE #A3410 - 611 WIDE BY 3-5/8" HIGH GLAZED WALL TILE IN COLOR
AS SELECTED BY OWNER,
2.3 PREPARATORY WORK:
MASONRY AND CONCRETE CONSTRUCTION: CLEAN THOROUGHLY ALL
SURFACES TO RECEIVE TILE BY STIFF WIRE OR FIBER BRUSHES OF
ALL DIRT, LOOSE CONCRETE AND OTHER FOREIGN MATTER.
2.4 SETTING TILE
2.41 JOINTS: WALL. TILE SHALL BE LAID IN STRAIGHT BOND
WITH 1/16 INCH JOINTS, TILE SURFACES SHALL BE MAINTAINED PLUMB
TRUE IN PLANE. JOINTS VERTICALLY AND HORIZONTALLY, SHALL BE
STRAIGHT, TRUE AND UNIFORM IN WIDTH,
FLOOR TILE SHALL BE LAID WITH CLOSE, UNIFORM JOINTS, IF TILE
COMES IN SHEETS, THE JOINTS BETWEEN SHEETS OF TILES SHALL BE
KEPT THE SAME WIDTH AS THOSE BETWEEN MOUNTED TILES AND SHALL
SHOW NO INDICATION OF THE JOINTS BETWEEN SHEETS.
2.42 SOAKING: ALL TILE AND ACCESSORIES SHALL BE SOAKED
IN CLEAN WATER SUFFICIENTLY IN ADVANCE OF LAYING TO PREVENT
ABSORPTION OF MOISTURE. FROM MORTAR. ALLOW NO FREE MOISTURE
TO REMAIN ON BACK OF TILE WHEN BEING SET,
2.43 LAYING OUT AND CUTTING: THE WORK SHALL BE CAREFULLY
LAID OUT BEFORE START OF SETTING TO PRODUCE A SATISFACTORY
JOINTING PATTERN AND TO .AVOID UNNECESSARY CUTTING. THE CUT
EDGES OF TILE AGAINST ALL TRIM, FINISH, ELECTRICAL OUTLETS, OR
BUILT-IN FIXTURES OR EQUIPMENT SHALL BE TRUE AND GROUND SMOOTH.
3.0
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18-3
2,44 MORTAR SETTING BED: ON CLEANED MASONRY AND CON-
CRETE SURFACES, AND ON SCRATCH COAT ON METAL LATH THAT HAS
SET AT LEAST 16 HOURS, APPLY A MORTAR SETTING BED COMPOSED OF
ONE PART PORTLAND CEMENT, 112 PART LIME PUTTY AND 5 TO 7 PARTS
SAND. ALL SURFACES TO RECEIVE MORTAR SHALL BE DAMPENED. LEV-
EL AND STRAIGHTEN THE SETTING BED TO MAKE AN EVEN TRUE SURFACE
AT THE PROPER DISTANCE FROM FINISHED SURFACE OF TILE, APPLY
SETTING BED OVER AREAS NO GREATER THAN WILL BE COVERED WITH
TILE WHILE THE SETTING BED REMAINS PLASTIC. ALL TILE AND AC-
CESSORIES SHALL BE COMPLETELY BACKED WITH SETTING BED.
2.45 SKIM COAT: .JUST AHEAD OF THE TILE SETTING APPLY A
SKIM COAT OF NEAT PORTLAND CEMENT MIXED TO CONSISTENCY OF
THICK CREAM,
2.46 SETTING: ALL TILE SHALL BE FIRMLY EMBEDDED IN
MORTAR AND TAPPED IN, WITH FINISHED SURFACES BROUGHT TO TRUE
AND LEVEL PLANES. COMPLETED WORK SHALL BE FREE FROM CRACKED,
BROKEN OR DAMAGED TILES, OR PATCH WORK.
METAL TOILET PARTITIONS
3.1 EXTENT OF WORK: THE WORK HEREUNDER COMPRISES THE
REINSTALLATION OF THE EXISTING METAL TOILET PARTITIONS, URINAL
AND BAFFLE SCREENS AND THE FURNISHING AND INSTALLATION OF ONE AD-
DITIONAL METAL TOILET PARTITION IN THE MENS' .TOILET ROOM AS SHOWN
ON THE DRAWINGS AND SPECIFIED HEREIN,
NOTE: THE METAL TOILET PARTITIONS, URINAL AND BAFFLE SCREENS IN
THE MENS' TOILET ROOM ARE SPECIFIED TO BE DISMANTLED AND.STORED
UNDER THE DEMOLITION SECTION OF THESE SPECIFICATIONS,
3.2 MATERIALS: (NEW AND EXISTING)
TYPE: PRICEMETAL AS DISTRIBUTED BY PRICE BUILDING SPEC-
IALTIES, 836 BRANNAN STREET, SAN FRANCISCO, CALIFORNIA,
3.21 TOILET COMPARTMENTS
3.22 URINAL SCREENS
3.23. BAFFLE PARTITIONS
FLUSH PILASTER TYPE (OVER-
HEAD BRACED).
TYPE "A" (WALL HUNG TYPE)
TYPE ITY (POST TO CEILING
TYPE.
3.3 INSTALLATION: RE -INSTALLATION AND INSTALLATION SHALL BE
IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
3.4 FINISHES: NEW MATERIALS SHALL MATCH EXISTING FINISHES
OF EXISTING FINISHES.
e
5.0
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18-4
GLAZE COAT FINISH
4.1 EXTENT OF WORK: WHERE INDICATED ON.THE DRAWINGS (SEE
FINISH SCHEDULE) SPECIAL GLAZE COAT FINISH SHALL BE FURNISHED AND
INSTALLED ON WALLS OF ROOMS ,INDICATED OVER PLASTER BASE, BY OTHERS,
AND SHALL BE COMPRISED OF ON,E OF THE FOLLOWING SYSTEMS:
4.11 SEMI -GLASS ESTER GLAZE (ZO-POL)
PARAMOUNT PAINT AND LACQUER COMPANY
2375 MARKET STREET, SAN FRANCISCO
TELEPHONE UNDERHILL 3-8820
4.12 GLID-TILE
GLIDDEN COMPANY
1000-16TH STREET, SAN FRANCISCO
TELEPHONE MARKET 1-0200
4.13 TRu-GLAZE
DEVOE-TRUSCON DIVISION
DEVOE & RAYNOLDS CO., INC.
1097 N. 5TH STREET, SAN JOSE
TELEPHONE CYPRESS 2-0170
4.2 APPLICATION: SHALL BE IN STRICT ACCORDANCE WITH MANU-
FACTURER'S SPECIFICATIONS BY'APPLICATORS ACCEPTABLE TO, OR LICENSED
BY, THE MANUFACTURER OF THE PRODUCT TO BE USED. LOCAL MANUFACTURER'S
REPRESENTATIVE SHALL.CERTIFY AS TO THE APPLICATOR'S FULFILLMENT OF
THE REQUIREMENTS OF THE MANUFACTURERS SPECIFICATION,
MOVABLE OFFICE PARTITIONS
5.1 EXTENT OF WORK: THE WORK HEREUNDER COMPRISES THE RELO-
CATION OF AND FURNISHING ANDIERECTION OF THE MOVABLE PARTITIONS
AND DOORS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN TO PRO-
VIDE A COMPLETE INSTALLATION. (SEE DRAWING A-8)
5.2 MATERIALS: SHALL`' -BE "WALL STREET" MOVABLE OFFICE PARTI-
TIONS BY INTERSTATE INDUSTRIES, INC, AND DISTRIBUTED BY GROSSMAN'S
OFFICE EQUIPMENT, 842 SOUTH FIRST STREET,.SAN JOSE 10, CALIFORNIA,
TELEPHONE CYPRESS 2-2627.
5.21 EXISTING PART TIONS AND TW0 2 DO F2S: 68' HIGH
GLAZED STEEL PANELS BLOND TAN
5.22 NEW 68" PARTITIO�NS 68" HIGH GLAZED STEEL PANELS
IN WIDTHS TO SUIT LAYOUT. TuRAWING A-8). MATCH BLOND TAN
FINISH (VERIFY).
.5.23 NEW 120" PARTITIONS: 12O' HIGH FLUSH STEEL PANELS
IN WIDTHS TO SUIT LAYOUT. MATCH BLOND TAN FINISH (VERIFY).
7'-0" X 2'-8" FLUSH STEEL DOOR AND FIXED FLUSH STEEL TRANCOM
REQ'D. SUBMIT SHOP DRAWINGS OF THIS INSTALLATION PRIOR TO
FABRICATION.
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5.3 ERECTION: SHALL BE IN STRICT ACCORDANCE WITH MANU—
FACTURERS RECOMMENDATIONS,
6.0 PAVING WRK
6.1 EXTENT OF WORK: THE WORK HEREUNDER COMPRISES THE FUR—
NISHING AND INSTALLING OF ALL PAVING WORK, REQUIRED TO COMPLETELY
RESTORE THE PAVED PARKING AREAS AND DRIVEWAYS THAT ARE DAMAGED
OR TORN —UP DUE TO THE CONSTRUCTION OUTLINED IN THESE DRAWINGS AND
SPECIFICATIONS.
6.2 MATERIALS AND PLACEMENT:
6.21 WATERBOUND MACADAM BASE:
STANDARD: MATERIALS AND WORKMANSHIP SHALL CONFORM
TO THE REQUIREMENTS FOR "UNTREATED BASE" AS SET FORTH IN THE
CALIFORNIA DIVISION OF HIGHWAYS STANDARD SPECIFICATION (1954
ED., SECTION 16) UNLESS OTHERWISE SPECIFIED HEREIN.
MATERIAL: MINERAL AGGREGATE SHALL BE CRUSHER RUN
QUARRY WASTE, BROKEN STONE, OR CRUSHED GRAVEL FREE.FROM VEG—
ETABLE MATTER, ADOBE, LOAM OR OTHER 1UNDERSIRABLE MATERIAL.
THE COMPOSITION OF THE AGGREGATE SHALL BE SUCH THAT IT WILL
COMPACT PROPERLY. DREDGING FROM A WET HOLE OR WASHING IN ANY
MANNER WHATSOEVER WILL NOT BE PERMITTED. THE.AGGREGATE SHALL
BE UNIFORMLY GRADED FROM COURSE TO FINE WITH A MAXIMUM SIZE
OF 2 INCHES. THE TOP COURSE SHALL CONTAIN NO MATERIAL LARGER
THAN 1". THE AGGREGATE SHALL CONTAIN A SUFFICIENT QUANTITY
OF FINES TO COMPLETELY FILL ALL VOIDS. FINES SHALL CONTAIN
SUFFICIENT NATURAL CEMENTITIOUS MATERIAL SO AS TO ASSURE COM—
PLETE BOND. IF AN INSUFFICIENT AMOUNT OF FINES ARE CONTAINED
IN THE MATERIAL, ADDITIONAL FINES SHALL BE ADDED SO AS TO 08—
TAIN THE DESIRED RESULT. '
PLACING: THE AGGREGATE SHALL BE MIXED, WATERED AND
SPREAD UNIFORMLY OVER THE PREPARED SUBGRADE BY EMPLOYING A
METHOD APPROVED BY OWNERS REPRESENTATIVE IN CHARGE. THE MA—
TERIAL SHALL BE PLACED IN COURSES NOT TO EXCEED 4 INCHES AND
ROLLED UNTIL FULLY COMPACTED WITH A 3—WHEEL, 10 TON ROLLER OR
OTHER EQUIPMENT APPROVED BY OWNERS REPRESENTATIVE IN CHARGE.
IF A 3—WHEEL, 12 TON ROLLER IS USED, THE AGGREGATE MAY BE
PLACED IN A COURSE NOT EXCEEDING 7" FINISHED THICKNESS, SE—
GREGATED MATERIALS SHALL BE REMIXED BY HARROWING AND BLADING.
ANY MATERIAL THAT WILL NOT COMPACT PROPERLY SHALL BE REMOVED
AND REPLACED WITH SUITABLE MATERIAL. THE FINAL COURSE SHALL
BE WETTED SUFFICIENTLY TO CAUSE A SLURRY TO FORM IN FRONT OF
THE ROLLER. ROLLING SHALL CONTINUE UNTIL THE MACADAM HAS
DRIED OUT TO THE EXTENT THAT NO MOVEMENT WILL BE APPARENT UN—
DER THE ROLLER. THE FINISHED SURFACE SHALL BE HARD, UNIFORM
AND TRUE TO THE REQUIRED GRADE.
THE TOTAL COMPACTED DEPTH SHALL NOT BE LESS THAN 5-1/2"
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18-6
6.22 ARMOR COAT SURFACING:
GENERAL: BITUMINOUS BINDERS SHALL BE SPREAD ONLY
WHEN THE ATMOSPHERIC TEMPERATURE IS ABOVE 65 DEGREES F, AND
WHEN WEATHER CONDITIONS AND THE CONDITION OF MATERIALS TO BE
USED ARE SUCH AS TO PERMIT SATISFACTORY WORK AS DETERMINED
BY ENGINEER, EQUIPMENT FOR SPREADING AND LEVELI.NG THE MA-
TERIALS SHALL BE OF A TYPE SUITABLE FOR THE OPERATION, AND
SHALL BE APPROVED BY THE ENGINEER,
PREPARATION: THE DRY MACADAM SURFACE SHALL BE
SWEPT CLEAN OF ALL LOOSE MATERIALS.
11 PRIME COAT: THE SURFACE SHALL THEN BE GIVEN AN
EVEN PRIME COAT OF LIQUID ASPHALT, GRADE SC-1, APPLIED AT THE
RATE OF NOT LESS THAN 0.25 GAL, PER SQ. YO., AT A TEMPERATURE
OF FROM 125 TO 200 DEGREES F., AND ALLOWED TO DRY. ADDITIONAL
ASPHALT SHALL BE APPLIED TO ANY SPOTS WHERE.COLOR OR OTHER
INDICATIONS SHOW THAT MORE MATERIAL.,IS REQUIRED TO PREVENT
BREAKS OR RAVELING.
FIRST APPLICATION: AFTER"PRIME COAT HAS DRIED FOR
5 DAYS, A COATING OF LIQUID ASPHALT, GRADE SC-6, SHALL BE
APPLIED AT A RATE OF NOT LESS THAN 0.16 GALLON PER SQ, YD., OF
SURFACE, WHEN THE BITUMINOUS BINDER HAS BEEN SUFFICIENTLY
ABSORBED AND BEFORE IT HAS BECOME CHILLED, IT SHALL BE COVERED
WITH A LAYER OF ROCK SCREENINGS (3/4" TO 3/811) SPREAD AT THE
RATE OF FROM THIRTY-SIX (36) POUNDS TO FORTY-TWO (42) POUNDS
PER SQUARE YARD. ROCK SHALL'BE BROUGHT TO A SMOOTH AND EVEN
SURFACE BY APPROVED MEANS, ANY DEPRESSIONS REMAINING IN THE
SPREAD SHALL BE CORRECTED BY THE ADDITION OF ROCK SPREAD BY
HAND AND BROOMED.
SECOND APPLICATION: THE SECOND APPLICATION OF
BITUMINOUS BINDER SHALL BE SPREAD AT,THE RATE OF NOT LESS THAN
0.21 GALLON PER SQUARE YARD OF SURFACE. WHEN THE BITUMINOUS
BINDER HAS BEEN SUFFICIENTLY ABSORBED AND BEFORE IT HAS BE-
COME CHILLED, IT SHALL BE COVERED WITH A LAYER OF MEDIUM
SCREENINGS 0/8" X N0. 6) SPREAD AT THE RATE OF FROM TWENTY
(20) POUNDS TO TWENTY-FIVE (25) POUNDS.PER SQUARE YARD.
SPREADING: AFTER'THE SCREENINGS HAVE BEEN SPREAD,
THEY SHALL BE BROUGHT TO A SMOOTH AND EVEN SURFACE BY MEANS
OF THE DRAG BROOM, THE SURFACE SHALL BE COVERED BY AT LEAST
TWO TRIPS OF THE DRAG BROOM IN EACH DIRECTION, SPECIAL CARE
SHALL BE EXERCISED IN SPREADING THE SCREENINGS TO CONSTRUCT
A SMOOTH SURFACE FREE FROM HUMPS, HOLLOWS, IRREGULARITIES AND
EQUIPMENT MARKS,
6,23 PLANT MIX SURFACING: CONTRACTOR SHALL 'APPLY 1-1/2"
OF TYPE B PLANT -MIXED SURFACING.WHERE INDICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF SECTION 20 CALIFORNIA DIVISION OF
HIGHWAYS STANDARD SPECIFICATIONS (AUG. 1954 EDITION). BITU-
MINOUS BINDER SHALL BE 85-100 PAVING ASPHALT. THE MACADAM
BASE SHALL BE PRIMED AS COVERED UNDER PARAGRAPH 05 (C) HEREIN,
SECTION 19
ELECTRICAL ,
1.0 SCOPE AND GENERAL
8307
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19-1'.,. .
1,1 GENERAL CONDITIONS: THE REQUIREMENTS OF THE "GENERAL
CONDITIONS AND R;fEC'I;F'I;C•CONDITIONS" OF THE CONTRACT APPLY TO ALL
THE WORK OF THIS SECTION,
1.2 GENERAL: THIS SECTION
WORK REQUIRED FOR THE ELECTRICAL
ALL LABOR AND MATERIAL NECESSARY
INSTALLATION,
COMPRISES THE PERFORMANCE OF
SYSTEM. THE WORK SHALL INCLUDE
TO MAKE A COMPLETE AND WORKING
1.3 REGULATIONS: MATERIAL AND WORKMANSHIP FURNISHED SHALL
CONFORM TO THE APPLICABLE PROVISIONS OF THE LATEST REVISIONS OF
THE NATIONAL ELECTRICAL CODE, STATE ELECTRICAL SAFETY ORDERS, AND
LOCAL REGULATIONS, THESE SPECIFICATIONS AND DRAWINGS SHALL TAKE
PRECEDENCE IN ALL CASES, EXCEPT WHERE THE ABOVE PROVISIONS ARE
MORE STRINGENT,
1.4 PERMITS AND FEES: CONTRACTOR SHALL OBTAIN ALL NECES-
SARY PERMITS, HAVE THE WORK INSPECTED AND PAY FOR SAME, UPON COM-
PLETION OF THE WORK, CONTRACTOR SHALL DELIVER TO COMPANY A "CERTI-
FICATE OF INSPECTION" APPROVED BY THE LOCAL AUTHORITY HAVING JUR-
ISDICTION.
1.5 WORK INCLUDED: CONTRACTOR SHALL PERFORM THE FOLLOWING
WORK:
1.51 FURNISH AND INSTALL:
(A) ADDITIONS TO EXISTING -MAIN SWITCHBOARD,
(B) WIRING -AND CONDUIT FOR PANELBOARD, FEEDER,
AND BRANCH CIRCUITS„
(C) PANELBOARDS, INCLUDING BRANCH CIRCUIT
BREAKERS,
(D) DISCONNECT SWITCHES, INCLUDING THOSE FOR
THE AIR CONDITIONING AND PLUMBING.
(E) OUTLET'BOXES, JUNCTION BOXES, PULL BOXES,
WALL SWITCHES, RECEPTACLES, AND SWITCH AND RECEPTACLE
PLATES.
(F) LIGHTING FIXTURES AND LAMPS,
(G) CONDUITS, OUTLET BOXES, AND TERMINAL BOX FOR
THE P.G.&E, AND P,T.&T. CO. TELEPHONE SYSTEMS, INCLUD-
ING CAPPED BUSHINGS, PULL WIRES, AND TRENCHING AND BACK -
FILLING.
a
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19-2
1,52 FURNISH AND INSTALL WIRE AND CONDUIT FOR CON-
NECTION TO EQUIPMENT FURNISHED UNDER THE AIR CONDI-
TIONING SECTION AND THE PLUMBING SECTION.
1.53 TRENCHING AND BACKFILLING FOR UNDERGROUND CONDUIT.
1.6 WORK NOT INCLUDED: THE FOLLOWING WORK IS NOT INCLUDED
UNDER THIS CONTRACT:
(A') FURNISHING AND INSTALLING OF THE P.G.&E. AND
P.T.&T, CO. TELEPHONE EQUIPMENT AND WIRING.
(B) FINISH COAT OF PAINT ON CERTAIN PANELBOARDS'THAT
ARE TO MATCH ADJACENT WALL SURFACES.
(C) LOW VOLTAGE CONTROL AND INTERLOCK WIRING FOR AIR
CONDITIONING AND PLUMBING EQUIPMENT.
2.0 INFORMATION TO BE SUBMITTED BY CONTRACTOR
2.1 MATERIAL AND EQUIPMENT LIST: WITHIN 15 DAYS FOLLOWING
THE AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO CONSTRUCTOR FOR
APPROVAL BY ENGINEER, SIX COPIES OF A DETAILED LIST OF ALL MATE-
RIAL AND EQUIPMENT TO BE FURNISHED UNDER THIS SECTION, THE LIST
SHALL INCLUDE THE MANUFACTURERS CATALOG OR REFERENCE NUMBERS,
2.2 SUBSTITUTE ITEMS: CONTRACTOR MAY SUBSTITUTE MATERIALS
AND EQUIPMENT PROVIDING SUCH ITEMS ARE APPROVED BY ENGINEER, IN
ACCORDANCE WITH THE "APPROVED EQUIVALENT" PARAGRAPH. UNDER THE
SCOPE OF WORK SECTION.
2.3 FIELD CHANGES: ANY CHANGES IN SIZE, ROUTE, OR LOCATION
OF ITEMS SHOWN ON DRAWINGS, WHICH ARE MADE TO SUIT FIELD CONDI-
TIONS AND ARE APPROVED BY ENGINEER, SHALL•BE INDICATED ON A PRINT
OF COMPANY'S DRAWING.' UPON COMPLETION OF THE WORK UNDER THIS SEC-
TION, CONTRACTOR SHALL SUBMIT THIS PRINT TO CONSTRUCTOR.
2.4 $HOP DRAWINGS: WITHIN 15 DAYS FOLLOWING THE AWARD OF
CONTRACT, CONTACTOR SHALL SUBMIT TO CONSTRUCTOR FOR APPROVAL -BY
ENGINEER, SIX COPIES OF SHOP DRAWINGS OF THE MAIN SWITCHBOARD
AND PANELBOARDS.
3.0 GENERAL REQUIREMENTS
(A) SERVICE: THE EXISTING INCOMING SERVICE IS 202 8
VOLTS, 3 PHASE, 4 WIRE.
(B) WIRING METHOD: ALL WIRING SHALL BE INSTALLED IN CON-
DUIT OR SURFACE METAL RACEWAY.
(C) GROUNDING: ALL METALLIC ENCLOSURES FOR ELECTRIC CON-
DUCTORS SHALL BE GROUNDED, ALL COUPLINGS AND CONNECTORS SHALL BE
MADE UP SO AS TO ASSURE A CONTINUOUS GROUND THROUGHOUT THE ELEC-
TRICAL SYSTEM, THE INSTALLATION OF BONDING JUMPERS AROUND INSU-
LATING JOINTS IN.PIPING WILL NOT BE PERMITTED.
8307
E L E'C-T*0t
y
1 -3
(D) MATERIALS: ALL ELECTRICAL MATERIALS AND EQUIPMENT FUR-
NISHED BY CONTRACTOR SHALL BE NEW, MATERIALS AND EQUIPMENT USED
SHALL BEAR THE LABEL OF THE UNDERWRITERS' LABORATORIES AND SHALL.
BE LISTED BY UL IN THEIR LISTS OF. ELECTRICAL MATERIALS WHERE AP-
PLICABLE.
(E) WORKMANSHIP AND INSTALLATION: OUTLET BOXES, FIXTURES,
CABINETS, SWITCHES, RECEPTACLES, PANELBOARDS, ETC,, SHALL BE IN-
STALLED LEVEL AND PLUMB IN A NEAT AND WORKMANLIKE MANNER,
(F) SCHEDULING: CONTRACTOR SHALL COOPERATE WITH OTHER CON-
TRACTORS AND TRADES IN THE PERFORMANCE OF THE WORK HEREUNDER TO
INSURE THAT ALL WORK IS PERFORMED IN THE PROPER SEQUENCE AND
SCHEDULE.
(G) MOTORS AND MOTOR STARTERS: EACH MOTOR AND EACH STARTER
SHALL BE PROVIDED WITH OVERLOAD ELEMENTS IN EACH UNGROUNDED CON-
DUCTOR,
4.0 SPECIFIC REQUIREMENTS
4,1 LIGHTING FIXTURES AND LAMPS: LIGHTING FIXTURES SHALL BE
AS LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON DRAWINGS, FIX-
TURES SHALL BE INSTALLED AT THE LOCATIONS AND MOUNTING HEIGHTS
SHOWN ON DRAWINGS,
4.2 WIRE AND CABLE: WIRE AND CABLE SHALL BE AS SHOWN ON
DRAWINGS, TYPE TW, AND NO SMALLER THAN NO. 12, HOWEVER, LOW VOLT-
AGE CONTROL WIRING MAY BE No. 14 TYPE TW UNLESS OTHERWISE SPECI-
FIED, ALL WIRE AND CABLE No, 6 AND LARGER SHALL BE STRANDED.
WIRES SHALL BE READILY IDENTIFIED OR TRACED THROUGH CONDUITS, BOXES,
ETC,, EITHER BY THE USE OF INDIVIDUAL COLORS OR ADHESIVE TYPE WIRE
MARKERS, TELEPHONE CONDUIT PULL WIRES SHALL BE No. 12 GAUGE GAL-
VANIZED IRON WIRE.
4.3 CONDUIT:
4.31 METALLIC CONDUIT: MINIMUM,CONDUIT SIZE SHALL BE
3/4 INCH. CONDUIT SHALL BE CUT SQUARELY WITH ENDS REAMED TO
THE FULL INSIDE DIAMETER. CONDUIT SHALL BE.SECURELY FASTENED
TO OUTLET BOXES, CABINETS, PANELBOARDS, DISCONNECTING SWITCHES,
ETC, IN FINISHED AREAS, CONDUIT SHALL BE CONCEALED IN WALLS,
PARTITIONS, FLOORS, OR CEILINGS. EXPOSED CONDUIT SHALL BE
PARALLEL TO WALL AND CEILING AND SHALL BE HIDDEN BEHIND BEAMS,
JOISTS, ETC, THE OPEN ENDS OF CONDUIT SHALL BE PROTECTED FROM
THE ENTRY OF DEBRIS DURING CONSTRUCTION.
(A) EMT: EXCEPT AS OTHERWISE SPECIFIED, ELECTRICAL ME-
TALLIC TUBING (EMT) SHALL BE USED IN SIZES UP TO AND INCLUDING
2 INCHES, RIGID STEEL SHALL BE USED. IN SIZES ABOVE TWO INCHES,
(B) UNDERGROUND CONDUIT: CONDUIT SHALL BE RIGID STEEL.
CONDUIT SHALL BE.NOT LESS THAN 24 INCHES BELOW FINISHED GRADE,
8307
E L E C T`f','I CA I_
19-4
(B) UNDERGROUND CONDUIT: (CONTINUED)
CONDUIT SHALL BE HOT DIPPED GALVANIZED INSIDE, OUT-
SIDE AND OVER THE THREADS, OR SHERARDIZED POLYVINYL COATED;
H.K. PORTER CO., INC., "SHERADUCT" WITH MVX-1 POLY -VINYL
COATING. "PABCO" PIPE WRAP SHALL BE APPLIED TO ALL UNDER-
GROUND CONDUIT.
(C) EMBEDDED CONDUIT: CONDUIT EMBEDDED IN CONCRETE
SHALL BE RIGID STEEL. CONDUIT SHALL BE EMBEDDED AT A DEPTH
OF 3 INCHES. CONDUIT SHALL BE HOT DIPPED GALVANIZED INSIDE,
OUTSIDE AND OVER THE THREADS, OR SHERARDIZED POLYVINYL
COATED; H.K. PORTER CO., INC., "SHERADUCT" WITH MVX-1 POLY-
VINYL COATING. BITUMASTIC COATING SHALL BE APPLIED TO EMBED-
DED CONDUIT.
(D) FLEXIBLE CONDUIT: FLEXIBLE CONDUIT MAY BE USED
WHERE ALLOWED BY CODES AND REGULATIONS.
(E) METALLIC FITTINGS: METALLIC FITTINGS SHALL BE
THE SAME TYPE AS THE CONDUIT WITH WHICH THEY ARE USED.
"INDENTOR" TYPE FITTINGS SHALL NOT BE USED. SEAL FITTINGS
SHALL BE CROUSE-HINDS TYPE EYS, EZS.
4.4 OUTLET, PULL. AND .JUNCTION BOXES: BOXES SHALL BE GAL-
VANIZED OR SHERADIZED STAMPED STEEL, OF A TYPE AND SIZE SUITABLE
FOR THE INTENDED USE. SPECIAL BOXES SHALL BE USED AS INDICATED
ON DRAWINGS. SUITABLE OUTLET BOXES SHALL BE PROVIDED FOR FIX-
TURES, RECEPTACLES, AND OTHER OUTLETS. OUTLET BOXES SHALL BE
SECURELY FASTENED IN POSITION, SO THAT COVERS OR PLATES WILL FIT
TIGHTLY AGAINST THE FINISHED SURFACE AND BE SQUARE WITH THE WALLS,
FLOOR, AND CEILING.
4.5 RECEPTACLES: RECEPTACLES
SHALL BE
HEAVY DUTY BACK
AND/OR
SIDE WIRED, IVORY FOR FINISHED ROOMS
AND BROWN
FOR UNFINISHED
AREAS:
P&S
BRYANT
HUBBELL
ARROW
G.E.
DUPLEX.,CONV. OUTLET, 15A, 5262
5262
5262
5262
GE4065
125V, 3W, WITH GROUNDING POLE
CLOCK HANGER OUTLET, 15A
120V, 3W, WITH GROUNDING POLE -
-
5233
-
-
DUPLEX CONV. OUTLET, 15A, -
-
5262
-
-
125V, 3W, WITH WEATHERPROOF
&'
SPRING CLOSED COVER FOR FS BOX
5211..
4.6 WALL SWITCHES: WALL SWITCHES
SHALL
BE HEAVY
DUTY,
TOG-
GLE TYPE, WITH IVORY HANDLES FOR FINISHED
AREAS
AND BROWN HANDLES
FOR UNFINISHED AREAS:
P&S
BRYANT
HUBBELL
ARROW
G.E.
SINGLE POLE, 20A, 125V,
"AC" RATED 20AC1
4901
1221
1991
GE5451-1
9
PSIS BRYANT NUBBELL
Two POLE, 20A, 125V, 20AC2 4902 1222
"AC RATED
THREE WAY, 20A, 125V, 20AC3 4903 .1223
"AC" RATED
d '07
ELECT
ARROW G. E, 19-5
1992 GE5452-1
1993 GE5453-1
4,7 SWITCH AND RECEPTACLE PLATES: PLATES FOR FINISHED
ROOMS SHALL BE IVORY BAKELITE, PLATES FOR UNFINISHED AREAS SHALL
BE GALVANIZED STAMPED STEEL, PLATES FOR SURFACE MOUNTED BOXES
SHALL MATCH ASSOCIATED BOXES, GANGED PLATES SHALL BE USED AT ALL
MULTIPLE DEVICE LOCATIONS,
4,8 DISCONNECTING SWITCHES: DISCONNECTING SWITCHES SHALL BE
NORMAL DUTY, NEMA IYPE ND, ENCLOSED, SURFACE MOUNTED, SINGLE THP.O'vV,
NONFUSIBLE, NEMA TYPE 1 ENCLOSURE FOR INDOOR USE, OR NEMA TYPE 3R
ENCLOSURE FOR OUTDOOR USE; WESTINGHOUSE, OR APPROVED EQUIVALENT,
4.9 PANELBOARDS:, PANELBOARDS SHALL BE"STANDARD DUTY CIRCUIT
BREAKER TYPE WITH MAINS AND BRANCH BREAKERS SIZED AS INDICATED CN
THE DRAWINGS, PANELBOARDS SHALL BE FLUSH.MOUNTED. A BLACK AND
WHITE "LAMICOID" NAMEPLATE SHALL BE MOUNTED ON THE PANELBOARD AND
TITLED APPROPRIATELY. TH- MINIMUM SIZE GUTTERS SHALL BE FOUR INCHES.
PANELBOARDS SHALL BE FACTORY ASSEMBLED; WESTINGHOUSE'TYPE NLA.B, OR
THE G,E,, SQUARE D, OR FEDERAL EQUIVALENT,
4.91 CIRCUIT BREAKERS: CIRCUIT BREAKERS SHALL BE "BOLT -IN"
TYPE, QUICK -MAKE, QUICK -BREAK, AND THERMAL -MAGNETIC TRIP, EACH
BREAKER SHALL HAVE A PERMANENTLY FIXED CIRCUIT NUMBER, ODD NUM-
BERED CIRCUITS SHALL BE ON THE LEFT, EVEN ON THE RIGHT, UNLESS
OTHERWISE SHOWN ON DRAWINGS.
4.92 CABINETS: CABINETS SHALL BE CODE GAUGE GALVANIZED
STEEL WITH STRETCHER LEVELED STEEL TRIM AND DOOR, AND SHALL HAVE
A STANDARD FACTORY FINISH APPLIED OVER A RUST INHIBITOR. CABINE.'i
TRIM OF FLUSH MOUNTED PANELBOARD SHALL HAVE ADJUSTABLE CLAMPS TO
ALIGN THE TRIM WITH THE CABINET,
(A) PANEL DIRECTORIES: DIRECT,ORIES SHALL BE COMPLETED
(BY TYPING) FOR EACH PANELSOARD OR LOAD CENTER, GIVING CON-
CISE CIRCUIT DESCRIPTIONS AND SHOWING THE LOCATIONS SERVED,
(B) NAMEPLATES: MANUALLY OPERATED ELECTRICAL SWITCH9NG
EQUIPMENT SUCH AS DISCONNECT SWITCHES AND MOTOR CONTROLLERS,
WHICH ARE MOUNTED SEPARATE FROM THE APPARATUS THEY OPERAT-
SHALL HAVE NAMEPLATES, THE NAMEPLATES SHALL BE "DYMO" TAPE
WITH 1/8 INCH HIGH WHITE LETTERS ON A BLACK BACKGROUND, THE
NAMEPLATE SHALL GIVE THE NAME OF THE APPARATUS,
5,0 UNDERFLOOR DUCT SYSTEM:
5.1 THE UNDERFLOOR DUCT SYSTEM SHALL CONSIST OF TRIPLE DUCT
RUNS LOCATEDr;,AS. SHOWN'ON.DRAWINGS. J'UCTS SHALL BE SUPPORTED AT IN-
TERVALS NOT EXCEEDING FIVE FEET, WITH ADJUSTABLE SADDLE SUPPORTS
TO ANCHOR DUCTS IN PLACE AND MAINTAIN PROPER ELEVATION AND ALIGN-
MENT,
83i;
ELEC7R!Ci;�.
19-6
5.1 THE UNDERFLOOR DUCT SYSTEM (CONTINUED)
DUCT.SHALE BE INSTALLED PRESERVING THE UNIFORM 24 INCH
SPACING OF OUTLETS, EXCEPT AT JUNCTION BOXES OR CHANGES OF DIREC-
TION, MARKER SCREWS SHALL BE PROVIDED AT JUNCTION BOXES, LAST
OUTLET AT END OF DUCT RUNS, CHANGES IN DIRECTION, AND ON EACH SIDE
OF PARTITIONS, WHERE FLOOR IS TO BE COVERED WITH A FLOOR COVERING,
ESCUTCHEONS SHALL ALSO BE PROVIDED, LINOLEUM PANS SHALL BE PRO-
VIDED WHERE TIL-E.. OR LINOLEUM FLOOR COVERING IS TO BE INSTALLED.
UNDERFLOOR DUCT SHALL BE STEEL, GALVANIZED OR SHERARDIZED, WITH
FACTORY INSTALLED CAPPED OUTLETS ON 24 INCH.CENTERS; NATIONAL ELEC-
TRIC NEPCODUCT NO, 7055L. FITTINGS SHALL BE OF THE SAME MAKE AS
THE DUCT, JUNCTION BOXES SHALL BE PROPERLY PARTITIONED FOR THE
NUMBER OF DUCT RUNS INVOLVED. POWER OUTLETS SHALL BE NATIONAL
ELECTRIC No. 7903LG, (3W, 125V, 15A GROUNDED), TELEPHONE OUTLETS
SHALL BE NATIONAL ELECTRIC No, 7904L. ELECTRICAL CONTRACTOR SHALL
SUBMIT A PER UNIT PRICE FOR FURNISHING AND INSTALLING (33 +) POWER
OUTLETS, (13+) P,G,&E, TELEPHONE OUTLETS AND (13+) P.T,&T, TELE-
PHONE OUTLETS TO BE LOCATED AS DIRECTED BY OWNER
6.0 TEST AND ACCEPTANCE
6.1 CONTRACTOR SHALL NEITHER CAUSE NOR ALLOW ANY OF HIS WORK
TO BE COVERED UP UNTIL IT HAS BEEN INSPECTED AND APPROVED BY CON-
STRUCTOR AND LOCAL AUTHORITY HAVING JURISDICTION OVER THE WORK,
UPON COMPLETION OF THE WORK, CONTRACTOR SHALL OPERATE AND TEST, IN
THE PRESENCE OF CONSTRUCTOR, ALL WORK INSTALLED HEREUNDER. ANY
PORTION OF THE WORK WHICH FAILS TO OPERATE PROPERLY SHALL BE REM-
EDIED BY CONTRACTOR AT HIS EXPENSE.
6.2 ANY FUSE LINKS.BLOWN DURING TESTING•SHALL BE REPLACED BY
CONTRACTOR AT HIS EXPENSE.
/.0 LUMP SUM PRICE
7,1 THE CONTRACTOR SHALL INCLUDE IN HIS BASE BID, THE SUM TO-
TAL OF THE UNIT PRICES FOR THE UNDERFLOOR DUCT SYSTEMS OUTLETS AS
DESCRIBED IN PARAGRAPH 5.1 ABOVE FOR 33 POWER OUTLETS, 13 TELEPHONE
OUTLETS, AND 13 P.G.& E, TELEPHONE OUTLETS.'
7,2 IN ADDITION TO THE OUTLETS NOTED IN PARAGRAPH 7.1, THERE
WILL BE A PER UNIT COST SUBMITTED IN THE BID PROPOSAL FORM, ITEMS
4, 5 AND 6 FOR THE SAME TYPE OF OUTLETS.
SECTION 20
AIR CONDITIONING_
1.0 SCOPE AND GENERAL
8307
AIR CONDkT 0iflVG.,.,,Z.
20-1
1.1 General Conditions: The requirements of the."General
Conditions" and " Specific Conditions" of the.contract apply to
all the work of this section.
1.2 General: This Section comprises of the performance of
all work required for the air conditioning system: The work shall
include all labor and materials necessary to make a complete and
working installation.
1.3 Regulations Material and workmanship furnished shall
conform to the applicable provisions of the latest revisions of
the State Safety Orders and local regulations. The fabrication
and installation of ducts, flues, breeching, and related sheet
metal work shall not be less than the minimum requirements out-
lined in the latest edition of the ASHRAE Guide, with the applic-
able provisions of the National Board of Fire Underwriters. This
Specifications and the accompanying drawings shall take precedence
in all cases, except where the above provisions and requirements
are more stringent.
1.4 Permits and Fees: Contractor shall obtain all necessary
permits, have the work inspected, and pay for same. Upon comple-
tion of the work, Contractor shall deliver to Company a_"Certificate
of Inspection" approved by the local authority having jurisdiction.
1.5 Work Included: Contractor shall perform the following
work:
1.51 Furnish and install:
1.511 Air conditioning units.
1.512 Return air and exhaust fans.
1.513 Air conditioning controls, panel, starters,
relays, thermostats, ductstats, contactors, time switch,
and all control wire and conduit.
8307
AIR CONDITbOW NG
20-2
1.514 Duct system, including supply,.return and
exhaust ducts, insulation, registers, diffusers, dampers,
and roof jacks.
1.515 Flues and breeching.
1.516 Chilled water piping, including thermometers,
insulation, valves, fittings,.compression tank and air
eliminator tank.
1.52 Adjust system for the indicated air flow and sub-
mit typewritten report of outlet cfm to Architect in triplicate.
1.53 Trench and backfill for underground transite ducts
and pipe.
1.6 Work Under Other Sections: The following work is included
under other sections.
1.61 Furnishing and installing of the disconnect switches
and all wire and conduit on the power side thereof is included
under the Electrical Section.
1.62 Furnishing and installing of flashing for ducts is
included under the Roofing Section.
1.63 Furnishing and installing of the door and wail
louvers is included under the sHEETMETALand.Millwork Section°.
1.64 Furnishing and installing of all gas piping, in-
cluding connections to the air conditioning equipment is
covered under the Plumbing Section. .
1.65 Furnishing and installing of the condensate drain-
age and make-up water piping is included under the Plumbing
Section.
2.0 INFORMATION TO BE SUBMITTED BY CONTRACTOR
2.1 Material and Equipment List: Within 15 days following
the award of contract, Contractor shall submit to Constructor for
approval by Engineer, six copies of a detailed list of all material
and equipment to be furnished under this Section. This list shall
include the manufacturer's catalog or reference numbers.
A, 8307
AIR CONd'FM$'WNl" ,%*OMSW
"+ 20-3
i
r-
2.2 Substitute Items: �ontractor may substitute materials
and equipment provided such items are approved by Engineer, ac-
cording to the "Approved Equivalent" paragraph under the Scope of
Work Section.
2.3 Field Changes: Anychanges in size, route, or location
of items shown on drawings, wti,,ich are made to suit field conditions
and are approved by Engineer „?hall be indicated on a print of
Company's drawings. Upon completion of the work under this Section,
Contractor shall submit this print to Constructor.
3.0 GENERAL REQUIREMENTS
3.1 Material and Equipment: Contractor shall install
material and equipment at locations indicated on drawings and as
recommended by manufacturer. Material furnished by Contractor
shall be new and of the size and type shown on drawings. Each
major component of equipment shall have manufacturer's name, ad-
dress, and catalog number on a nameplate securely affixed in a
conspicuous place.
3.2 Workmanship: Air conditioning units, duct work, insula-
tion, control systems, and related piping shall be installed'plumb
and level in a neat, workmanlike manner.
3.3 Prevention of Rust: All surfaces of ferrous.sheet metal
not otherwise specified, shall be given a rust -inhibiting treatment.
Unless otherwise approved by Engineer, the rust -inhibiting treat-
ment shall consist of hot -dip galvanizing after fabrication or
bonderizing followed by the application of a suitable rust -inhibiting
primer.
3.4 Painting and Finishing: Pipe hangers, duct hangers, un-
insulated piping, and other ferrous metal work installed outside of
finished rooms and not requiring finished painting shall be
thoroughly cleaned and given one coat of asphalt varnish. Air con-
ditioning equipment shall be either factory painted or -field
painted with two coats of machinery enamel. Contractor shall be
responsible to see that finish painting does not impair the opera-
tion of diffusers and grilles.
3.5 Scheduling: Contractor shall cooperate with other con-
tractors and trades in the performance of work hereunder to insure
that all work is performed in the proper sequence and schedule.
8307
AIR CON 1 T`1'()WVNG "
20-4
3.6 Excavation and Backfill: All necessary excavation and
backfill for the installation of the: work shall be included in the
contract. Backfill shall not be placed until all lines have been
tested and approved. Backfill shall be deposited in lifts of not
more than 8 inches. Pneumatic tamper shall be used to compact
each lift. Surplus dirt shall be removed from the property or as
directed by the Company.
4.0 SPECIFIC REQUIREMENTS
4.1 Duct Work:
4.11 Sheet Metal Duct Work:
4.111 Fabrication: Ducts and other sheet metal
surfaces shall be made straight and true without buckles
or dents. All ducts over 18 inches on side shall be
diagonally crossbroken to insure,.stiffness. No raw
edges shall be left exposed.
4.112 Gauge: Duct sections with changes of size,
take -offs, or turns, except if indicated otherwise on
drawings, shall be constructed of galvanized sheet metal
of the following thickness. (Aluminum sheet may be used
provided it is 2 B&S gauges thicker:.;than'the gauge
specified for sheet metal):
Up to 12 inches maximum side - 26 U.S. Std. Gauge
13 inches to 30 inches maximum side - 24 U.S. Std.
Gauge
31 inches to 54 inches maximum side - 22 U.S. Std.
Gauge
4.113 Duct Supports: Duct supports shall be 16
gauge metal straps, 1 inch wide, spaced at 48 inches or
less and connected to overhead construction with screws
or drive-in pins. Straps shall be galvanized or other-
wise suitable primed and protected from rusting.
4.114 Duct Bracing (around duct):
Up to 20 inches - No bracing.
21 inches to 42 inches - 1 inch x 1 inch x
1/8 inch angles, 4
feet maximum from
joint.
8307
A I R BOND 1 Ta;;r N,4);h GIP
20-5
43 inches to 60 inches - 12 inches x 12 inches
x 1/8 inch angles, 4
feet maximum from
joint.
4.115 .Flexible Duct Connectors: Flexible connec-
tors shall be installed where shown on drawings. Flexible
connection widths shall be sufficient to allow 2 inches
of free space between the two metal collars connected.
A sheet metal band shall be installed completely around
collar at each end of flexible connection fastened to
collars with screws through the band and fabric. Screws
shall be spaced at 3 inch intervals. Fabric shall be
flexible, fireproof, neoprene -coated asbestos.
4.116 Joints: Joints shall be made carefully for
minimum air leakage. Joints shall be taped (prior to
insulating) to assure a leakproof operation. Butt joints
shall be standing seam with Government Clip of S-Clip.
Longitudinal joints shall be double seam of Pittsburg
seam. Transverse joints shall be less than 7 feet 10
inches apart.
4.117 Elbows: Curved elbows shall have a center-
line radius equal to one and one-half times the duct
width in the plane of the turn. Square elbows shall
have':turning vanes. Vanes shall be galvanized sheet
metal riveted or welded in place. For square turns,
use Tuttle & Bailey "Duct Turn" or an approved equiva-
lent. For rounded turns use vanes fabricated in field,
two gauges thicker than adjacent duct.
4.118 Transitions: Changes in duct size shall
be made with uniformly tapered sections. The length of
the tapering sections shall be at least 5 inches for
each inch or fraction thereof of difference between the
sizes of the two sections.
4.119. Air Outlets: Shall.be Carnes air outlets
installed flush with the finished surface. Joints be-
tween outlets and walls or ceiling shall be air tight.
Diffusers, registers, and louvers shall be as indicated
on drawings, with finish to match existing.
8307
AIR CON DIfi'I,N,;f.iG;, ,
'0-6
4.1110 Dampers: Shall.be.-Wonder Metal -Product
Type D-2 with 4" mAkimum width blades. Dampers shall
be fabricated from galvanized sheet metal. Duct branches
shall be fitted with a volume damper, and where required, an
extraction damper. No duct work will be accepted unless
it has adequate means of control and regulation; there-
fore, opposed blade volume dampers, lock quadrants, and
other appurtenances required to make.an operable system
shall be installed. All inaccessible controls (dampers,
etc.) shall be provided with permanent extensions to
accessible spaces. Locking devices shall be 'provided for
all dampers. Motorized dampers shall be as shown on
drawings.
4.1111 Fire Dampers: Fire dampers shall be Air
Balance Inc. Model 118-FS-V with,175 F fusible links'
installed where shown and/or as directed by the inspec-
tion authorities. Provide access doors for resetting
the damper.
4.1112 Access Doors: Shall be Krueger Style E
Doors with #3 latches, 12" x 12" minimum dimension, air
tight and installed in all main ducts at accessible
points. ,
4.1113 Bird Screens: All openings to the outside
shall have 1/2 inch mesh, galvanized bird screens.
4.1114 Fasteners: Fasteners shall be galvanized,
cadmium plated, aluminum, or other approved non -corrosive
material.
4.1115 Solder: Solder shall be 50% tin and 50%
lead.
4.1116 Solder Flux: Solder flux shall be rosin
type; however, Nokorode, G.E., or similar approved non-
corrosive soldering paste also may be used. Acid flux
may be used only where both sides of the joint are
accessible for washing away the excess flux.
8 30'7
AIR COND I T^4OTV'H,;'_+
20-7
4.12 Transite Ducts: Shall be Johns -Manville Transite
Air Duct pipe with Ductite couplings for 3" to 12" duct and
Stevenson couplings for 14 inches to 36 inch duct. Provide
4 inch wide 20 gauge galvanized steel alignment sleeve be-
tween rubber sleeve and duct at Stevenson couplings. Fittings
shall be standard Trsnite fittings unless specifically noted
otherwise on the drawings. Metal fittings shall be 18 gauge
galvanized steel with two (2) heavy coats of bitumastic ap-
plied to outside and poured in 6 inch concrete casing. En-
tire underground duct system shall be encased in envelope of
at least 4 inches of sand by the air conditioning contractor
who shall be fully responsible for the correct: undamaged in-
stallation of this work.
4.2 Breeching:. Galvanized steel breeching shall be as in-
dicated on drawings.
4.3 Gas Flue System: A Dura-Vent Flue shall be provided,
complete with top, storm collar, roof flashing and connections to
gas fired air conditioning unit and furnace breechings.
4.4 Water Piping•
4.41 General: The open ends of pipe shall be protected
from the entry of debris during construction. All cuts shall
be made squarely and accurately. The inside ends of copper
tubing shall be reamed to their full diameter after cutting
to remove burrs. Piping shall be adequately supported with
proper straps, clamps, or hangers. Supports shall be of the
same material as pipe or insulated to prevent electrolytic
action.
4.42 Material: Chilled water piping shall be copper
tubing type "L" with solder joint cast brass fitting.
4.43 Condenser Water Piping: Below concrete slabs and
underground shall be Johns -Manville Transite pressure pipe
Class 150 with "Ring-Tite" couplings and cast iron fittings
and special, Tifco or equal. Installation of piping shall be
in accordance with the manufacturer's recommendations. Con-
denser water piping above grade at the cooling tower and in
the equipment room shall be galvanized steel pipe, schedule
40, with screwed galvanized cast iron,fittings.
8307
AIR CONDIaIaNtd o
20-8
4.44 Valves: Valves shall be installed where shown on
drawings and as recommended by air conditioning equipment
manufacturer. All valves shall be accessible and renewable.
4.441 Gate valves shall be Nibco No. 93.
4.442 Vent cocks shall be Crane series 700.
4.443 Pressure control and pressure relief valves
shall be dual unit, Bell and Gossett models D-175 and
D-250.
4.444 Check valves shall be Crane No. 34.
4.445 Balance valves shall be DeZurik No. 101
with RS-55 and RS-56 neoprene facing.
4.45 Compression Tank: ASME rated compression tank
and accessories shall be as shown on drawings. Tank shall
be fitted with gauge glass, inlet, and drain connections.
Gauge glass shall be Coe or Henry, 400 psi with valves.
4.46 Air Eliminator Tank: Airtrol tank shall be Bell
and Gossett model 1AF-2.
4.47 Soldered Joints: The outside ends of copper pipe
and the inside of fittings shall be thoroughly cleaned and
the surfaces evenly coated with flux. Sufficient heat shall
be applied so that the solder will flow freely and completely
fill the joint. Surplus solder and any sharp points and pro-
jections shall be removed. Solder shall be 95% tin and 5'/
antimony, Silver Solder, or "Sil-Fos".
4.48 Dielectric Unions• EPCO dielectric unions shall
be installed at all connections between water piping,made
of dissimilar metals.
4.49 Hangers: insul-Shield insulated hangers shall be
used on all chilled water piping at 5'-0" O.C. Grinnell hangers
as indicated on drawings shall be used on condenser water
piping.
•• 8307
) R' COUB I Y '6K1 NG
20-9
4.5 Insulation:
4.51 Duct Insulation:
4.511 External Supply Duct Insulation: External
supply duct insulation shall be 1 inch thick, 1z pound
density, Gustin-Bacon No. 150 Ultralite or Fiberglas
PF-338 with a'foil-scrim-kraft vapor barrier facing.
4.512 Soundlined Ductwork: Soundlined duct in-
sul`at on -shall be 1 inch thick, Gustin-Bacon Duct Liner
No. 300 with"aprayp. vinyl finish, or Fibergias,.3 pbxind
density coated ductline�:,:..,
4.513 Duct Joints: Duct joint's shall be Caped,with
Elgen 2 inch Air-tite tape prior to insulating to obtain
a leakproof'instal•lation. Insulation finish around.damper
operating quadrants, -access doors and similar operating'
devices shall be installed with a metal collar equivalent
in depth to the insulation thickness.
4.514 _Method of Application: Insulation shall be
secured to the ducts by applying 4 inch wide band of
Minnesota Mining EC-104 adhesive at 12 inch centers. In-
sulation shall be lappeda minimum of 2 inches on both the
circumferential and longitudinal joints. Fiberglas;t,ying
cord or 16 gauge galvanized tie wire shall be appli�
over duct insulation at 12 inch centers. Additional ties
shall be made on all circumferential laps (these ties
may be omitted on 24 inch or smaller ducts). If an ap-
proved equivalent material is used, apply in accordance
with manufacturer's recommendations. All transverse and
longitudinal seams, and penetrations of vapor barrier
facing shall be covered with a 4 inch wide, 6 oz. stripping
tape applied in and sealed with Fosters No. 30-36 vapor
barrier mastic. Interior insulation shall be applied by
cutting pieces to fit snugly. The liner shall be fastened
to the duct with a heavy coat of quick -tacking rubber
based adhesive spread over the entire duct surface. The
top and bottom pieces are to lap the side pieces and all
exposed edges of the insulation at the duct ends shall
both be coated with adhesive. The coated surface shall
8307
AIR CONDIT'P'h•Pd'4'\0i
20-10
face the air stream, Ducts over 24 inches width or
breadth shall have ;.he liner additionally secured with
sheet metal screws .-.nd 2 inch washer or stud welded
pins and clips.
4.52 Chilled Water 'Line Insulation: Chilled water lines
_ shall be insulated with linch thick Armstrong "Armaflex 22"
pipe insulation. The insulation shall be applied in accord-
ance with manufacturer's recommendations and finished with
two coats of gray "Armaflex Finish". Armstrong "Armaflex"
is distributed by California Refrigerator Company, San
Francisco, California,
4.6 Control System:
4.61 Control Devices: Control devices shall be Barber -
Colman as indicated on drawings.
4.62 Thermostats
on drawings.
4.63 Wiring: All
conduit. Wires shall be
conduit either by use of
markings.
Thermostats shall be as indicated
control wiring shall be installed in
readily identified or traced through
individual color or adhesive type
4.64 Conduit: Conduit shall be concealed in walls,
floors, or ceilings in all finished areas. Exposed conduit
shall be parallel to wall and ceiling and shall be hidden
behind beams, joists, etc. Conduit shall be squarely and
accurately cut, and reamed to the full inside diameter.
Couplings and connectors shall be made up with an approved
tool. Sleeves shall be provided for all condiut passing
through masonry walls,
4.7 Air Conditioning Equipment:
4.71 Fan and Coil Unit: Carrier Model 40RS024 fan
and coil unit, complete with two 9.02 sq. ft. face area 11
fins per inch coils, fan section with forward curved centri-
fual double inlet fans, resilient mounted motor with adjust-
able V-belt drive, ball bearing fan shaft pillow blocks, two
8307
AIR CONDA-1,Wb:LNG
20-11
sets of 1" 7HtCK DISAOSA3LE filters and rack, insulated
casing downstream of co:.l, sub -base and vibration eliminator
pads. Capacity of unit at 9100 cfm at 60°.LAT, 82' EAT,
65' EWB, 570 WB of 226,:00 BTU14 while driven with a 5 HP,
208/3/60-motor.
4.72 Return Fans- Carrier Model 46RB-6 return fan
unit, complete with fo:.ward curved centrifugal double inlet
fans, resilient mou.nte:'. motor with adjustable V-belt drive
and dust proof self -aligning ball bearings. Capacity of
7200 cfm at 1/2 inch S.P. while driven with a 2 HP, 208/3/60
motor.
4.73 Filters: Farr type 44 high velocity filters, 2
inch thick.
4.74 Exhuast_Fan- Carafes spun aluminum roof exhauster,
complete with internal overload protection, disconnect switch
in housing, bird screen and curb gasket. See drawings for
size and capacity.
4.75 Pumps: Bell. and Gossett, complete with internal
overload protections, iron body and bronze mounted. For
capacities and .ratings see schedule on drawings. Provide
Marsh pressure gages type 1, pattern CP, 3z inch diameter
face, 0 - 100 lbs. range, numerals at 10 lb. increments,
type 34 cock, at suction and discharge piping of each pump.
4.76 Furnace; Mayes Model SED--Ec gas fired furnaces,
complete with stainless steel heat exchanger, fan switch,
100% safety pilot., draft d:iverter, gas valve, by-pass as
noted on drawings and .factory wired to junction boxes on
unit. See drawings for i,nstallat.i.on „ capacities and ratings.
4.77 Cooling Towei.: Acme "Flow Mizer" Model AT-43A
complete with 11 gage steel. structural panels, 16 gage steel
removable panels, 11 gage steel sump, high impact polystyrene
extruded sheet plastic tower deck forward curved centrifugal
blowers with adjustable V-belt drive with externally mounted
self -aligning ball bearings vibration pads, drain, pump
suction screen, float valve eliminators, ball bearing blower
motor with ventilated weatherproof hood and all steel parts
to be hot dip galvanized, Capacity to cool 140 gpm from 95°F
8307
AIR CON I 7V6N:TNG"`
20-12
to 85°F at 68' WB at 6,700 cfm through unit driven by a 3 HP
motor, 0 inch S.P. 208/3/60 with pressure drop of water
through unit of 18.0 ft. hd. Collection scoop set to pro-
vide necessary "bleed -off".
Provide a "Chemicator" chemical control for the water system
manufactured by Erlen Products Co,:, complete with briquettes,
disposable plastic tube, syphoning type feeder of inert
plastic and 316 stainless steel and mounting equipment for a
complete system as recommended by manufacturer.. Provide
initial water samples to supplier for analysis to provide
proper control of water. In addition to the above provide
pre -start flushing and cleaning by field supervisor, in-
structional information to operation personnel and monthly
service calls with water samples taken and complete analysis
and recommendation to be furnished responsible personnel
during first year of operation.
4.78 Chiller: Arkla Servel Model DFC-3000 gas fired
water chiller, complete with condenser, gas burners, absorber
and factory wired controls for a complete packaged unit
with external flue, condenser water, gas and chilled water
connections in field required for operation only. See
drawings for control and installation. Capacity of unit
at 85' condenser water, 550,000 BTUH input, 45' chilled
water of 25.0 tons.
5.0 ELECTRICAL WORK
5.1 General Requirements;
5.11 Furnish and install all motors for equipment
furnished under this section.
5:12 Furnish motor controls for above motors to Elec-
trical Contractor for installation. Any devices mounted in
mechanical system, such as flow switches, shall be installed
by this Contractor,
5..13 All equipment shall conform to the standards of
the National Electrical Manufacturers.Association.
5.14 All electrical equipment and materials shall bear
the Underwriters' Laboratories label.
m
8 307
AIR CONDIfTOWMW"
20-13
5.15 Verify power requirements and furnish equipment to
suit power available.• This requirement takes preference over
drawings and other portions of Specifications.
5.2 Motors:
5.21 General use - drip proof.
5.22 Hazardous locations - explosion proof.
" 5.23 Wet or exterior areas. - totally enclosed.
5.3 Motor Controls:
5.31 Furnish manual starters for all motors under 1/2 HP
without overload protection.
5.32 Furnish magnetic starters for all motors 1/2 HP and
larger.
5.33 Starters shall be Square "D" or approved equal across -
the -line type with thermal 'overload protection in each leg.
5.34 Enclosures:
5.341 General Use - NEMA 1
57342 Hazardous Locations - NEMA.7.
5.343 Wet Areas - NEMA 4
5.35 Hand -off -automatic switches: furnish in cover of all
starters unless provided in temperature control center in view of
starter.
5.36 Furnish quiet type manual switches with engraved
brushed stainless steel wall plates where called for in this
section.
6.0 TESTS AND ACCEPTANCE
6.1 Inspection: Contractor shall neither cause nor allow
any of his work to be covered up until it has been inspected and
8307
AIR GOND14tOWOVO+--
20-14
approved by Constructor and local authorities having jurisdiction
over the work.
6.2 Tests: Upon completion of the work, Contractor shall
operate and test, in the presence of Constructor, all work in-
stalled. Ducts, outlets, and joints shall be tested for air
tightness and any excessive leaks shall be corrected. Air volumes
shall be adjusted as shown on drawings or as directed by Con-
structor. The installation maT be tested as a whole or in sections
as directed by Constructor.
6.21 Chilled Water Fiping: Chilled water piping
shall be tested hydrostatically at 100 psig. The pressure
shall be held for 15 minutes before inspecting valves,
joints, and pipe. All valves shall be opened and closed
when inspecting. Contractor shall furnish all Gabor and
test equipment and disconnect from the system aaa3+4 m*uip-
ment that can be damaged by the test ptessure. Piping
shall be cleaned and purged before testing.
6.3 Defects: Any portion,of the work which fails to operate
to the satisfaction of Constructor,,or any def•eVts disclosed by
testing shall be remedied and made gdod by 06t1wractor. Contractor
will not be held responsible for any 'original t ects in material
furnished by Company.
SECTION 21
PLUMBING
1.0 SCOPE AND GENERAL
8307
Pe 3 i 4G
21-1
1.1 General Conditions: The requirements of the "General
Conditions" and "Specific Conditions" of the contract apply to
all the work of this section.,
1.2 General: This section comprises the performance of all
work required for the plumbing system. The work shall include
all labor and material necessary to make a complete and working
installation..
1.3 Regulations: Materials and workmanship furnished
shall conform to the latest edition of the Plumbing Code for
City of Cupertino, applicable state and local regulations.
This Specification and the accompanying drawings shall take
precedence in all cases except where the provisions of the
above code, regulations, and standards are more stringent.
1.4 Permits and Fees: Contractor shall obtain all neces-
sary permits, have work inspected, and pay for same. Upon com-
pletion of the work, Contractor shall deliver to Company a
"Certificate of Inspection" approved by the local authority
having jurisdiction.
1.5, Cutting of Joists: All cutting necessary for the in-
stallation of the work of this division shall be done only with
the Architect's approval.
1.6 Work Included: Contractor shall perform the following
work:
1.61 Furnish and install:
1.611 Domestic water system, including piping,
valves, fittings, valve boxes, and connections to
fixtures.
2.0
83';7
21 -2
1.612 Gas system, including piping, valves,
fittings, and connections to.equipment and gas meter.
1.613 Drainage system, including building and
equipment drainage vent piping, sewer piping, clean -
outs, and connections to fixtures and equipment.
1.614 Plumbing fixtures and equipment.
1.62 Trench and backfill for underground pipe.
1.7 Work Under Other Sections: The following work is in-
cluded under other sections:
1.71 Furnish and installing of roof flashing for
pipe passing through the roof is included under the Roofing
Section.
1.72 Furnishing and installing of the disconnect
switches and all wire and conduit is included under the
Electrical Section.
INFORMATION TO BE SUBMITTED Bf CONTRACTOR
2.1 Material and Equipment List: Within 15 days following
the award of contract, Contractor shall submit to Constructor,
for approval by Engineer, six copies of a detailed list of all
material and equipment to be furnished under this Section. This
list shall include the manufacturer's catalog or reference
number.
2.2 Field Changes: Any changes in size, route, or loca-
tion of items shown on drawings which are made to suit field con-
ditions and are approved by Engineer, shall be indicated on a
print of Company's drawings. Upon completion of the work under
this section, Contractor shall submit this print to Constructor.
3.0 GENERAL REQUIREMENTS
3.1 Material and Equipment: Contractor shall install
material and equipment at locations indicated,on drawings.
Material furnished by Contractor shall be new and of the size
8307
21 -3
shown on drawings. Each major component of equipment shall have
manufacturer's name, address, and catalog number on a nameplate
securely affixed in a conspicuous place.
3.2 Workmanship:
3.21 Fixtures: Contractor shall perform all drilling,
cutting, recessing, etc., necessary for the installation of
fixtures and piping. Except as indicated otherwise, fixtures
shall be mounted at heights to match existing. All fixtures
.i.shall ,be:ventedl'and:-equipped with -stops.
3.22 Piping: Pipe lines shall be installed true to
line and grade and neatly and accurately aligned. Lines
shall be pitched to drain into main lines. Horizontal vent,
waste, and sewer piping shall be laid to a uniform grade of
1/4 inch per foot minimum. All piping in finished rooms
shall be concealed in walls or partitions. Piping run ex-
posed shall be hidden as much as possible behind beams,
joists, etc. The open ends of pipe and drains shall be pro-
tected from the entry of debris during construction. All
cuts shall be made squarely and accurately. The inside ends
of steel pipe and copper tubing shall be reamed to their
full diameter after cutting to remove burrs. Where gal-
vanizing is required, the weight of the zinc coating shall
not be less than 2 ounces per square foot of surface area as
prescribed in the latest revision of ASTM Standard A120.
3.23 _Embedded Piping: Contractor shall cooperate
with others and place all piping, which is required to pass
through concrete floors or through formwork, sufficiently
in advance so as not to delay the concrete work. Under no
circumstances will Contractor be allowed to cut openings in
the concrete after it is poured.
3.24 Depth: Underground piping shall be installed at
minimum of 18 inches below finish grade, except that piping
in areas subject to vehicle traffic shall be a minimum of
30 inches below finish grade.
8307
PLUM84 NO
21-4
3.25 Pipe Supports: Piping shall be adequately sup-
ported with proper straps,.caamps, or -hangers. Supports
shall be of the same metal as the pipe to prevent electro-
lytic action. Spacing of supports shall be as required by
applicable codes. Hangers;::shall be Grinnell Co. to suit
installation.
3.26 Joints:
3.261 Screw Joints: Screw joints shall be made
up with Crane Thread Lubricant or approved equivalent
joint compound applied to male thread only. Teflon
Tape -Seal is also acceptable.
3.262 Soldered Joints: The outside ends of
copper pipe and inside of fittings .shall be thoroughly
cleaned and the surfaces evenly coated with flux. Suf-
ficient heat shall be applied so'. -that the solder will
flow freely and completely fill.the joint. Surplus
solder and any sharp points and projections shall be
removed. Solder shall be Silver Solder with"Aircosil
15"
3.263 Bell and Spigot Joints: Joints in cast
iron pipe shall be made with pitched oakum and case
lead. Not less than 12 inches of lead room shall be
provided. The poured lead after caulking shall be
flush with the bell.
3.27 Dielectric Unions: EPCO dielectric unions shall
be installed at all connections between water piping made of
dissimilar metals. Other types will not be permitted.
3.28 Escutcheons: Escutcheons shall be provided for
pipes passing through walls and floors in finished rooms.
Escutcheons shall be chrome plated solid ring, pressed
brass, saw -tooth grip.
3.29 Valve Boxes: Valve boxes shall be installed
level, plumb, and flush with finish grade. See drawings
for details.
8307
PLUMN i NO.
21-5
3.30 Unions: For threaded piping where branch lines
leave a main from a tee, except in concrete floor slabs, one
union shall be installed on the branch and one on the main.
A union or Dresser coupling shall be installed as close as
possible to each screw and valve. Unions shall be 150 pounds
steam and 300 pounds non -shock cold WOG, malleable iron,
ground joint; Crane No. 1280, Walworth No. 7762 or approved
equivalent, galvanized when corresponding pipe is galvanized.
Dresser Style 65-B "No -Thread" fittings may also be used for
pipes up to 2 inch diameter.
4.0 SPECIFIC REQUIREMENTS
4.1 Domestic Water Supply System
4.11 Pipe: Domestic water supply piping shall be
copper tubing, Type 'I" for interior above concete slab. with
solder joint cast brass fittings. Copper tubing shall be
Type "K" for use in concrete or underground.
4.12 Valves: Valves shall be installed as indicated
on drawings and as required by codes. All valves shall be
accessible and renewable. Gate valves shall be Nibco No. 93.
4.13 Shock.Absorbers: Shock absorbers shall be in-
stalled where shown on drawings. Shock absorbers shall be
J.R. Smith "Hydrotrol" or approved equivalent.
4.14 ,Stops: Stops shall be brass, chrome plated, with
supply tubing; Brass Craft Manufacturing Co., "Speedway".
4.15 Hose Bibbs: Hose bibbs shall be rough brass with
composition disc, lock shield and 3/4 inch hose end; Repcal
Brass Manufacturing Co. No. B-104CP with Crane Co. stops
8-3580 or 8-3584 to suit wall thickness.
4.2 Drainage System:
4.21 Soil, Waste, and Vent Piping: Soil, waste, and
vent piping shall be schedule 40 galvanized steel pipe with
cast iron drainage fittings, service weight cast iron soil.
pipe, or copper type DWV, with solder joint cast brass
8307
PLUMB kN6...,,%,,.
21 -6
fittings above ground. Piping and fittings under buildings
and to a point 5 feet beyond the building line shall be
extra heavy weight cast iron soil pipe.
4.22 Sewer Piping: Sewer piping beyond 5 feet from
the building line shall be service weight cast iron soil pipe
with service weight fittings or asbestos cement soil pipe
with sleeve type fittings and rubber sealing ring; Johns -
Manville "Transite" or approved equivalent.
4.23 Traps:. Traps for lavatories shall be cast
brass, chrome plated, American Standard No. R 7020-45 or
approved equivalent. Other traps shall be as shown on
drawings.
4.24 Clean -outs: Clean -outs shall be installed as
shown on drawings and at all other locations required by
applicable codes. Clean -outs shall have heavy brass plugs.
4.25 Floor Drains: Floor drains shall be as shown on
drawings, or approved equivalent.
4.3 Gas System:
4.31 Pipe: Pipe shall be Schedule 40 standard weight,
black steel pipe with banded malleable iron fittings and
screwed joints for above ground use, and A.R. Reid #4 double
wrapped black steel pipe with welded joints for underground
use.
4.32 Gas Shut-off Valves: Valve shall be Crane No.
298 gas stop with handle and check. A shut-off valve shall
be installed in gas line at each gas fired unit.
4.4 .Insulation -
Hot Water: Insulate all heated water
lines with Fiberglas 1/2 inch thick 72 pound density
moulded insulation. Use White Universal jacket se-
cured with staples on concealed piping and 4 oz. canvas
applied with Fosters 30-36 on exposed piping. Insulate
8'D07
Ftu>ro I NG
21-7
fittings with Aerocor to 22 inch size and mitered
moulded insulation for larger sizes; smooth off to
match adjacent pipe insulation with OC-110 all pur-
pose cement and cover with 6 oz. canvas saturated in
30-36.
4.42``' Cold Water: Insulate concealed cold
water lines with Fiberglas 1/2 inch thick A pound
density moulded insulation having White Universal
jacket and secured with staples. Seal all lap seams
with'Sealfas. Insulate fittings with Aerocor to 22
inch size and mitered moulded insulation for larger
sizes; smooth off to match adjacent pipe insulation
with OC-110 all purpose cement and cover with 6 oz.
canvas saturated in Fosters 30-36.
4.5 Fixtures and Equipment:
4.51- Water Closet (WC): Water closets shall be wall
hung, top inlet and wall outlet, siphon jet action, elongated
bowl; American Standard "Glenco" model F2495-8 or approved
equivalent. Flush valves with vacuum breakers and 1 inch
screw driver angle stop shall be Sloan "Royal" model 112FYVQ
or approved equivalent. Water closet.carriers shall be J.R.
Smith No::..110.
4.511' Men: Seat shall be solid wood core, molded,
white'.plastic;:'.with:•.open.:front without cover, Church
....Mol-Tex!' N0�-.7500 or approved:equsealent.
:�&,,'
.4.52. Urinals (Ur): Urinals shall be wall hung, top
inlet and wall outlet; American Standard "Washbrook" model
F6500, or approved equivalent. Flush valves with vacuum
breaker and 1 inch screw driver angle stop shall be Sloan
"Royal", model 186-11 approved equivalent. Carrier shall
be J.R. Smith No. 637.
8307
PLUME E,rIc.,,y,�
21-8
4.53,- Sink (Sk): Just Model No. SL-1815-A-GR type 302,
18-8 strainless steel grip -rim sink, 18" x 15" x 7'2" deep. .
Haws #470 gooseneck faucet less locking lugs with Silicon
Carbide washer; Speedway R-1715A stops; Just 35-STP stain-
less steel cup strainer; R-7000 'P' trap. Drill ledge for
faucet specified.
4.54" Existing Fixtures: Relocate existing fixtures
as shown,on drawings. Provide and install new Speedway
R-1715A stops and R-7000. 'P' trap for existing lavatories.
4.55 Lawn Box: Greenberg H-357, size,3/4", rough
bronze finish complete.
4r56" Floor Hopper (FH): J.R. Smith Fig.. 3045-10, size
2 inch,.Duco-coated with NB.rim and grate.
tTl..' ..
Roof Drain (RD)'- Josam 424, size 4 inch, complete.
'45"8" Rain Water Leaders (RWL) - The Plumbing Contractor
shall provide and install all C.I. and steel piping including
supports and brackets for all leaders and boots. The C.I.
pipe and fittings as noted for soil pipe. The leaders,shall
be Schedule 40 ASTM A-120 galvanized steel pipe. See Archi-
tectural drawings for detail and quantity.and,shall be
single length of pipe. Use caulking ferrule at connection
to C.I. boot. Wrap RWL with "No -Drip" tape for all horizontal
runs.
8307 Index (I.F)
339W
GENERAL CONDITIONS
I D E X
DEFINITIONS. AND PROPOSAL
1. Definitions
2. Proposals
3. Conditions Governing Pricing
4. Information to be Furnished by Contractor
DRAWINGS.. SPECIFICATIONS AND INFORMATION
5. Drawings and Specification
6. Award of Contract and Information Furnished by Company
LEGAL AND INSURANCE
7. Permits and Other Miscellaneous Requirements
8. Infringement Protection
9. Risk of Lose or Damage to Work
10. Modifications, Assignment and Notice
-
11. Bond
12. Indemnity and Withholding
13. Insurance
14. Claim by Contractor for Damages
15. Liens
ADMINISTRATION OF CONTRACT
16. Company's Representative
17. Control and Performance of Work
18. Inspections and Tests
19. Delays and Suspension of Work
20. Termination of Contract
MISCELLANEOUS
21. General
22. laying Out Work
23. Safety Precautions and Protection to Property
24. Guarantees
25. Company's,Operstion
26. Cleaning Up
27. Field Conditions: Visit to Work Site
28. Materials, Facilities, Services and Structures Furnished
29. Method of Payment
30. Additional Work or Changes
31. Cost -Plus Work
Page
GC-1 to GC-2
GC ,3
GC-3 to GC-6
Gc-6 to GC-7
GC-8 to CC-12
GC-i 5-25-65