SUPPLEMENTARY CONDITIONS

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP78-06501A000300020006-0
• Release Decision: RIPPUB
• Original Classification: K
• Document Page Count: 62
• Document Creation Date: December 12, 2016
• Document Release Date: March 12, 1999
• Sequence Number: 6
• Content Type: REPORT

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SUPPLEMENTARY CONDITIONS
GENERAL CONDITIONS
The "General Conditions of the contract for Construction" A.I.A. docu-
ment A201 twelfth edition, April 1970, Articles 1 through 14 inclusive,
is a part of this contract and is incorporated here in as fully as if
here set forth.
SUPPLEMENTS
The following supplements modify, change, delete or add to the General
Conditions. Where any part of the General Conditions is modified or
voided by these Articles the unaltered provisions of that part shall
remain in effect.
Article 4.164 (add)
Remove broken or scratched glass and replace with new glass, remove
paint droppings, spots, stains and dirt from finished surfaces and
clean plumbing fixtures, hardware, floors and equipment. Contractor
shall keep interior of the building free of stored or unattended
combustable material.
Article 11-376 (add)
In waiving all rights of recovery under terms of this paragraph, the
term "owner" shall be deemed to include his employees and the Archi-
tect and his employees as the owner's representatives as provided
for in the Contract Document.
Article 11-3-9 (add new sub-paragraph)
Contractor shall not commence work on the site until two copies of
all insurance policies attesting that the required coverage is in
force have been received and accepted by the owner.
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GENERAL REQUIREMENTS ( DIVISION )
01A10 SUMMARY OF THE WORK (Section)
Furnish the labor, material, equipment and service to construct an
Office Building located on
. All work shall be in full compliance with the Contract
Documents and Building Code.
01A20 Galvanic Isolation (b)
Provide black point or other electrical isolation where dissimilar
metals other than stainless steel come in contact or where metals
contact concrete, masons:* work or soil with the execution of re-
inforcing steel, anchors or other steel fully embedded in concrete
or masonary.
01A30 Workmanship
a) Install items in accurate location, plumb, level, square,
parallel, straight, flush, in plane, true to shape and neat.
Typical tolerance 1/8 in 10'-0".
b) Check the work of each trade for soundness of construction,
location, workmanship and other suitability and proceed only after
all imperfections have been eliminated.
Use necessary suitable shims to secure lines and planes and
brace and secure lines temporarily and permanently as conditions
require.
01B20 ALTERNATIVES (Section)
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01B21 Deduct
In lieu of the PPG spandillite section described in section 08950
install a bronze aluminum faced insulated panel. at tcakoumg-veott20-3
5EE 104. 411
01B22 Add
In lieu of the marbletite specified in 09100 stucco shall be used
as described in 09100 and it shall be painted with two coats of
Sherwin Williams Hi level exterior latex after a first coat of Bloc-
Text. Color to be selected later.
01B23 Deduct
In lieu of the quarry tile as described in 09300 and 02600 broom
finish the concrete and paint two coats of Serwin Williams. First
coat Sherwin Williams concrete floor primer and sealer. Top coat
Sherwin Williams floor enamel flat.
?lea ADO Cotwtoke elfto CA s..wINIfit, toAys.
01000 PROGRESS AND PAYMENT (Section)
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01E00 SUBMITTALS (Section)
01001 Submit five (5) copies of shop drawings. The following items require
shope drawings.
01002 Hand rail front and rear.
01003 DOOT frames
01D04 Store front
01005 Kitchen and laboratory cabinets
01006 Irrigation system
01007 Louvers for the electrical room
resgo
01008 As:Wilt drawings
01E00 TESTING LABORATORY SERVICES (Section)
01E01 Testing by an independent laboratory will be required on the follow-
ing areas
01E02 20' -0" borings under the proposed structure
01E03 Concrete cylinders of each concrete pour
01F00 PROJECT CLOSE OUT
01F01 Deliver to owner all keys, wrenches, manufacturer's installation and
maintenance instructions, templates, warranties and guarantee bonds
and other items that come together with apparatus.
02000 SITE WORK ( DIVISION )
62110 ?SUBSURFACE EXPLORATION (Section) VeLere?
Provide tait-results from art independent testing laboratory for three
(3) 20'-0" deep borings under the proposedstructure,. (See division
01400)
02B00 CLEARING (Section)
_
02B10 Perform all necessary clearing and grubbing, remove all debris and
refuse from the site and properly dispose of same.
02B12 Protect and maintain trees and shrubs indicated to remain.
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02B13 ,Protect and maintain all existing physical improvements indicated to
be retained including bench marks and other reference points.
02B50 DEMOLITION (Section)
a) Furnish all labor and equipment necessary for demolition of ex-
isting structure as required. Obtain and pay for all permits rela-
tive to this work.
b) Notify applicable utilities companies and arrange for safe cut-
off of all facilities and protect all remaining facilities from
damage.
c) Provide protection for adjoining property and public improve-
ments which may be affected by this work.
d) All existing structures shall be removed in its entirety inclu-
ding footings, sub-surface storage tanks, utilities unless specifically
noted to remain on the plot plan.
02C00 EARTHWORK (Section)
02C10 SITE GRADING
a) Perform all grading whether fill or excavation, as required to
establish rough grades. Rough grade shall be 4" below finish grade
and yard raked loose of rubble.
b) All grades shall slop away from the building using a slope of
2" in ten feet.
02020 Excavation
a) Carefully layout all work. Perform all excavation as required
for foundations, footings, piers, terraces, walks, curbs, grade
beams.
b) All footings, foundations, etc. shall rest on natural existing
undisturbed woil or on compacted fill tested as hereinafter specified.
Excavation bottoms shall be level, true to size, clean and free of
loose materials.
c) Excavations shall be formed in all eases unless in the opinion
of the architect square and true sides can be maintained during the
placing of concrete.
d) If trash dumps, soft places or insufficient bearing is encoun-
tered which would necessitate deeper excavation or wider footings, the
architect may order additional excavation. If so, this will be class-
ified as extra work and paid for in accordance with the general con-
ditions.
e) During excavation, if suitable bearing is encountered at eleva-
tions different than shown, the architect may direct the reaising of
footings or foundations. This will be classified as a savings to the
owner.
f) Trenching and backfilling for utilities, plumbing, electrical
and mechanical work is not included in this division. (See division
15 and 16)
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02C30 Backfill and Compaction Ac4/..4..t.
a) All fill shall be minimum 60% sand. Organic maierial not more xerri"..?
than 5%. Free of trash, ball bearing sand or, other material that will
not compact into a suitable fill. All wastage shall be removed from
the site and disposed of by the contractor.
b) Fill and backfill shall be compacted to a minimum of 95% of max-
imum density at optimum moisture' as determined by ASTM D1557, method
B. The contractor shall provide the facilities to bring the soil to
the proper moisture content. All fill areas shall be compacted in
layers of not more than 8".
c) All defectiVe areas where the density is less than specified
shall be recomPacted, or unsuitable material removed at the contrac-
tor's expense.
d) ;rhe usual test may be ordered and paid for by the owner. Re-
ttating, if required due to the improper compaction or the use of
eilproper materials, will be charged to the contractor.
02C40 Finish Grading
a) Top-soils deposit topsoil and wet down to levels of finish
grades as indicated on the drawings. After grading two ways, the min-
imum depth of the top soil shall be 4".
b) Slope away from the building and elsewhere as required for pro-
per drainage using a slope of 3" in ten feet.
c) Finish grade shall be left in satisfactory condition for land-
scaping.
02D00 SITE DRAINAGE (Section)
a) All drainage structures shall be built in accordance with in-
formation on the mechanical and electrical site plan.
02E00 PAVEMENTS AND WALKS (Section)
02E10 Asphalt Pavement
a) Sub base shall be scarified to a minimum depth of 2", rolled
with a street roller, leveled, watered and rerolled to produce a dense
unyielding mass, yielding at least 97% density.
b) Base shall be clean crushed limerock, placed to a depth of 8"
and compacted to 6" thickness, carefully leveled and rolled to the
? grades indicated on the drawings with an eight to ten ton steel rol-
ler. The compacted base should resist the penetration of a 6" screw-
driver pushed by hand.
c) Prime the slightly moist surface with cutback RC asphalt at ap-
proximately .10 gallons per sq. yd. and at a temperature of 120-150
degrees F. Cover primer with sand and allow to cure for at least one
week. Traffic rolling on sand may be permitted to speed up curing.
d) Sweep away sand and install a minimum of 1" type 2 State Road
Department specification asphalt mix topping. Hot method with 20001te,
field stability test while being mixed, using the Hubbard method.
Furnish affidavit from the supplier as to compliance with the specifi-
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cations.
e) Provide final rolling with a weighted traffic roller. Check for
paving faults and for excessive pockets and repair as required.
Conform all edges to the drawings and construct a true and clean
cut. Provide a uniform slope to drainage points as provided.
02E20 Curbs and Walks
a) Concrete curbs and walks shall be constructed as shown on the
drawings and herein specified in division 3. Concrete except as here-
in modified (minimum road mesh 6"X6" 10/10).
b) The main entrance ramp shall have a mud bed and quarry tile
finish as specified herein division 9 - Finishes. Locate a Bituminous
joint in the concrete ramp front and rear at change in slope.
02E30 Pavement markings
a) The pavement shall be painted with quick drying, white paint and
shall conform to A.A.S.H.O. Department specifications in accordance to
site plan. The paint shall be applied at the rate of 1 gallon per 700
lineal ft. of line.
02F00 SITE IMPROVEMENTS (Section)
02F10 Irrigation system
a) An irriagation system shall be provided for all grass and land-
scaped areas. Provide shop drawings and pump size.
b) Provide a 20'-0" deep well and a pre-cast concrete enclosed
pump with remote timer.
c) If domestic water is used in lieu of a well for the irrigation
system, provide a separate meter.
02G00 LANDSCAPING (Section)
a) Provide all landscaping material and install in accordance with
the site plan. The landscaping contractor shall guarantee the plant
material for a period of one year.
03000 CONCRETE ( DIVISION )
03A00 CONCRETE FORM WORK (Section)
03A10 General
a) Furnish and erect all form work, shoring and form work accesories
rigid enough to support imposed loads without sagging or displacement
and sufficiently tight to prevent leakage.
b) The latest edition of the American Concrete Institute publication
ACI 347 Recommended practice for concrete form work and
Building Code,
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c) The contractor is responsible for the adequacy of forms and
shoring and for safe practice in their use and removal.
d) Build in all grounds, nailing blocks, inserts and other wood
required to be set in forms.
03A20 Materials
a) Wood forms: unless otherwise indicated, all concrete surfaces
shall be formed with 3/4" exterior type, grade B plywood. Sides of
footings shall be formed with wood. Other material will be considered
subject to the written approval of the architect. Membranes under
slab formed at grade or on fill shall be 6 mil polyethylene.
03A30 Execution
a) Forms shall produce members conforming to the slope, lines
and dimensions of the concrete as indicated on the plans.
b) Provide temporary openings for cleaning and inspection at the
base of vertical forms and elsewhere as necessary.
c) Provide membranes under all slabs formed at grade or on fill.
Lap 6" in the direction of spreading concrete.
d) Finished concrete work shall meet special tolerances for instal-
lation of pre-cast work where required.
e) Form removal shall be in accordance with the following schedule
Walls, columns and sides of beams: 24 hours.
Beams and Slabs: 3 days minimum or minimum compressive strength of
3000 PSI.
Beams and Slabs: Carrying construction loads shall be re-shored for
a 14 day period.
03A40 Construction and Expansion Joints Section
a) Slabs on Fills Provide key way construction joints at maximum
30 ft. spacing in both directions except where cioseer spacing is indi-
cated. Remove form after pour and pour adjacent areas no sooner than
24 hours.
b) Other joints: Joints, except for those shown on the plans will
not be permitted unless approved by the engineer. Before pouring con-
crete adjoining construction joints, roughen the surface of the portion
already poured and give it a heavy coat of neat cement grout.
03B00 CONCRETE REINFORCEMENT (Section)
03B10 General
s) Furnish and fabricate all reinforcing steel, mesh, reinforcing
accessories and positioning devices.
b) The latest edition of the American Concrete Institute publica-
tion ACI 315 Manual of Standard Practice for detailing reinforced con-
crete structures and Building Code.
c) Prepare and submit to the architect, five (5) copies of the fab-
rication drawings. No steel shall be fabricated before the shope draw-
ings are approved.
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03B20 Materials
40 Reinforcing steel: Deformed bars, new billet stock, USA man-
ufacture ASTM A615 frade 60, except #2 bars ASTM A615 grade 40.
b) Mesh: ASTM A185
c) Reinforcing accessories: Accessories shall conform to the bar
support specifications contained in Manual of Standard Practice of the
CRSI. They shall be adequate in design and number to rigidly support
the reinforcing steel with the cover indicated. Legs of all accesso-
ries shall be turned up and shall be heavily coated with a thermo-
plastic applied by dipping to give a minimum thickness of 1/16 inch
for a depth of at least inch. Coating shall be of such quality that
it does not deform during use. For slabs on grade and for footing re-
inforcement, bars or mesh shall be supported on precast concrete blocks.
Spaced at intervals required by size or reinforcement used to keep
reinforcement the minimum height specified above the underside of slab
or footing.
03B30 Execution
a) Fabrication: Fabricate reinforcing steel as indicated and in
conformance with the Code of Standard of the CRSI. Splices in rein-
forcing will be permitted only where indicated on the drawings. Unless
otherwise indicated, mesh shall be lapped 6 inches, bars designated as
temperature bars, 12 inches: and all other bars, 36 bar diameters but
no less than 18". Stop mesh at construction joints in slabs on fill
b) Setting Reinforcing: Accurately place and firmly anchor in pos-
ition all reinforcing bars, mesh and all inserts, bolts, anchor and
other devices required to be set in concrete. Splices in mesh and re-
inforcing shall be as specified under "Fabrication" except as otherwise
indicated on the drawings. Field bending and offsetting of reinforcing
will not be permitted. Reinforcement shall have 3" cover in footings
2" cover on main reinforcement in columns, 11" cover in beams, and 3/4"
clear cover in slabs above grade unless otherwise noted. At outside
corners of concrete beams provide #4 X k'-0" corner bars at same spac-
ing as horizontal reinforcement in beams. Provide dowels in footings
of same number and size as vertical column reinforcing and lap 32 bar
diameters. Bottom of dowels shall be a standard 90 degree ACI hook at
top of footing reinforcement.
03000 CAST-IN-PLACE-CONCRETE (Section)
03010 General
et
Furnish place finish and cure all concrete
b The latest edition of the American Concrete Institute ACI 318
Building Code Requirements for reinforced concrete, ACI 614 Recommended
Practice for measuring, mixing and placing concrete and the
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Delivery Tickets: Delivery tickets for ready-mixed conrete shall
provide the following information: Date, producer, type and brand of
cement, strength classification, time dispatch, name and quantities of
admixture.
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d) Test to determine compliance with the specifications will be
done by an independent testing laboratory selected by the owner and
paid by the contractor. Test results shall be mailed to the Architect
and Engineer.
e) The laboratory shall make tests for compresive strength in ac-
cordance with ASTM C39. There will be five (5) test cylinders for
each 50 yeards or fraction thereof poured. One test shall be made at
3 days, one at 7 days and one at 28 days.
f) Concrete failing to comply with the aforementioned tests will
be rejected and replaced bSr new work at no expense to the owner.
g) The following information is required to be furnished to the
architectoi ve.setigiO /Ai re)
03C20 Materials
a) Cement shall conform to ASTM Ci50 type 1
b) Aggregates shall conform to ASTM C33 and with grading require-
ments of the
1 Water shall be potable
Chemical admixtures shall conform with ASTM C494 type D. The
following admixtures are approved:
Daratard HC-F by W. R. Grace Co.
Plastiment by Sika Chemical Co
Retardwell by Johns-Manville Co.
e) The concrete shall be ready-mixed conforming to ASTM C94 and
shall be placed within 90 minutes of the time mixing has begun.
f) Class 4000 shall be regular weight concrete testing a minimum
of 4000 PSI at 28 days. Class 4000 shall be used for all concrete
except footings, slabs on fill and planters which may be class 3000.
Class 3000 shall be regular weight concrete testing a minimum of 3000
PSI at 28 days
g) Slumps The slump just prior to placing shall be 4 inches within
a tolerance of plus or minus one inch.
h) Provide conctete lintels as follows over all openings in masonry
wall unless otherwise shown on the drawings
8" Masonry Walls
Spans of 3'-0" to 5'-0", 8"X8", 2 #4, top and bottom
Spans of 6'-0" to 8'-0", 8"X12", 2 #5, top and bottom
0 Membrane curing compound shall conform to ASTM C309; Type 4
shall be used for floor slabs to be covered with composition on resi-
lient floor covering and for roof slabs. Type 2 or 3 shall be applied
in accordance with manufacturer's.
03C30 Execution
03C31 Conveying and Placing
a) Preparation: Forms shall be thoroughly clean and damp. Run-
ways for transporting concrete shall not rest on reinforcing steel.
b) Inspections Notify the engineer and request a specific time for
inspecttion of formwork and reinforcement for portions of the concrete
work to be placed. Such notification shall be given 24 hours prior to
time inspection is desired. No concrete shall be ordered to be placed
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until the entire portion of the work to be done has been completely
-inspected and final approval has been given by the engineer or archi-
tect.
c) Placing: All concrete shall be placed in the dry. No concrete
shall be placed later than 90 minutes after mixing has begun. Deposit
concrete in its final position without segregation, rehandling or
flowing.
d) Vibration: Spade and vibrate with approved mechanical vibrators
to maximum subsidence without segregation, Vibrate bars to insure
bond with concrete.
e) Walls and Columns: The rate of pouring walls and columns shall
be carefully regulated so as not to impose undue loads on the form-
work. Columns and walls shall be allowed to set for a minimum of 12
hours afar completion of the pour before beams or slabs supported
thereon are poured.
03C32 Finishing
a) General: All Concrete which is honeycombed or otherwise defec-
tive areas and tie holes shall be patched with cement mortar by the
11/
same composition as that used in the concrete. X4,-patehing honeycombed -5
*or -defective. areas shall be out out to solid concrete, but to a depth 4111.,Nywiar
*of :not -less than one -inch.- Edges of the cut shall be perpendicular to
the surface. The area to be patched and the area at least six inches
adjanoent thereto shall be aturated with water before placing mortar.
The mortar shall be mixed approximately one hour before placing and
shall be remixed occasionally during this period with a trowel without
the addition of water. A grout of cement and water mixed to the con-
sistency of paint shall then be brushed on surfaces to which mortar is
to be bonded. The mortar shall be compacted into place and screeded
slightly higher than the surrounding surfaces. Patches shall be fin-
ished to match adjoining surfaces after they have set for an hour or
more. Patohes shall be cured as specified for concrete. Repairs
shall be made by means of pneumatically applied mortar when, in the
judgement of the enfineers, it is necessary.
b) Formed Surfaces: All fins and other projections shall be care-
fully removed and abrupt irregularities shall be leveled. Surface pits
having a dimension greater than 1/6" shall be patched as specified
herein.
Broom Finish: After screeding to finish grader all surface water
and laitance shall be removed. Floating with hand or power floats
shall be started as soon as the screeded surface has stiffened suffi-
ciently. Power finishing machines shall have four blades. Floating
shall be the minimum necessary to produce a level, evenly textured
surface. After floating and before concrete has hardened thoroughly.
The furface shall be evenly and neatly finished by means of a coarse
fibered broom.
d) Trowel Finish: After floating, as specified hereinbefore, and
after concrete has hardened sufficiently so that it does not stick to
the trowel and rings when struck. Steel trowel with 4" bladed power
finishing machine to a dense uniform surface free of blemishes, ripples
and trowel marks. Dusting on cement or sprinkling water to facilitate
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finishing will not be permitted. Roof surfaces and all interior floor
surfaces, unless otherwise indicated, shall receive a trowel finish.
Slabs to receive tile shall not vary more than 1/16 inch in 3 feet from
the required elevation or contain abrupt irregularities of more than
1/32 inch.
e) The concrete shall be kept in a moist condition for a period of
at least 7 days after the placement of the concrete. The methods of
curing the concrete to meet those requirements shall be the contractors.
03D00 PRECAST CONRETE (Section)
03D10 General
a) Furnish all materials, labor, transportation and equipment and
properly install all work specified herein, and shown on drawings, struc-
tural and architectural, including field connections and welding.
b) Shop details of construction and reinforcement, elevations and
sections, panel arrangements, joint details and method of installation
and anchoring shall be submitted for approval.
ACI 318 - Building Code requirements for reinforced concrete
ASTM Standards in Building Codes
03D20 Materials
a) Precast wall panels, sizes as indicated
b) Precast, prestressed key joists as manufactured by Prestressed
Systems, Inc.
c) All precast items shall be the products of an experienced manufac-
turer and shall be in strict accordance with these specifications regar-
ding physical requirements, workmanship, textures and manufacture.
d) All units shall be reinforced as necessary to withstand all stres-
ses to be encountered in the manufacture, delivery and erection of the
castings as well as those imposed after their erection on and attachment
to the building.
e) The manufacturer shall provide in each casting anchoring devices
as detailed or as may be required.
f) The manufacturer shall engineer and provide in each casting such
threaded inserts or other lifting devices as may be required to easily
and safely handle the units during manufacture, loading, unloading and
erection. Al such inserts shall be hot dipped galvanized.
g) Casting shall be done in accurate molds designed to withstand vi-
bration during the entire casting operation. Form molds shall conform
to the shape, lines and dimensions of the units as detailed.
h) Finishes:
Precast panels: Smooth rubbed finish
Precast floor joists: Smooth finish
Precast parking curbs: Smooth trowelled finish
03D30 Execution
a) Units shall be accurately set, plumb and to line with the joint
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spacing shown, and with each casting securely anchored to the structure
as shown or as may be required.
b) Coordinate installation of precast units with other trades.
c) Units shall be erected under direct supervision of manufacturer's
field representative.
d) Take care to prevent damage to units during erection and subse-
quent construction operations.
e) All units shall be shipped, handled and placed by skilled, exper-
ienced personnel by the use of proper and adequate equipment and faci-
lities.
f) After the work of erection is completed, any damaged units shall
be repaired to the full satisfaction of the architect, or, if not so
repairable, they shall be replaced with new castings. All exposed sur-
faces shall be thoroughly cleaned as the work progresses, free from
stains, discoloration, and other blemish or defacement when used as
decorative units.
04A00 MASONARY ( DIVISION )
04A10 General
bI Refer to the General, Supplementary and Special Conditions.
All standard, codes and specifications refered to in these speci-
fications shall be the current edition.
dI Furnish masonary units, mortar, galvanized dovetail anchor slots.
Install masonary units, mortar and accessories and provide open-
ings as required.
e) A laboratory retained by the owner will make tests as are deemed
necessary.
..IR
f Store all ma terials under cover and in a dry place.
-- -If-due to a, eh:rage-in footing elevations there itsrucylaNg10% the
quantity of masonary from that indicated, an adjustmeni-ifilrice made in
Abe contract price. Masonary unit price for addition or de-
duction.
04A20 Materials
? Mortar materials: ASYM 0270 Type (M)
b Joint reinforcement: Standard DUR-O-WALL galvanized wall reinfor-
cing.
c Dovetail anchor slots: 022 Zinc alloy
Davetail anchors: 12 guage zinc ally
? Concrete masonary units: Standard aggregate shall be ASTM 090
grand U-11. Light weight aggregate: ASTM 090 and 0311
04/130 Execution
a) Erect masonary, plumb, straight and true including set bolts,
anchors, sleeves and other items specified elsewhere but required to be
set in masonary. Provide openings required by other trades.
b) Masonary units shall be clean and dry. Lay units with cells ver-
tical in running bond with sucessive courses lapped a minimum of one
third unit. Lay first course in full mortar bed and provide full mortar
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coverage of face shells for all horizontal and vertical joints.
"c) All masonary work shall be erected before concrete columns and
beams are poured.
d) When columns or beams are poured prior to laying masonary units
install a dovetail anchor slot with anchors 16 inches on center upon
written notice from the architect.
e) Joint reinforcement shall be installed in every other course and
in the first mortar joint above and below each window or door opening.
Lap reinforcing joints a minimum of 8 inches.
f) Munday block walls shall be laid in stacked course reinforced at
each course and vertical joints.
05000 METALS ( DIVISION )
051)00 LIGHT GUAGE FRAMING (Section)
051)10 General
a) Furnish and install non-bearing metal studs required on this
project.
0.640-re
05D20 Materials
a) 16 Ga. and 14 Ga. Metal studs shall conform to ASTM A570-66T and
shall be galvanized
b) 18 Ga., 20 Ga. and 22 Ga. Metal studs shall have a minimum yield
strength of 33,000 PSI and shall be galvanized.
05D30 Execution
a) Non-bearing studs shall be securely fastened to the track at top
and bottom with two sheet screws both top and bottom
b) Typical non-bearing partitions shall be 18 Ga. 31 or 3 5/8" studs
at 16" on center up to a height of 12'-0" secured with minimum of #6
screws or approved equal.
05E00 MISCELLANEOUS METALS (Section)
05E10 General
a) Furnish and install miscellaneous metal work as shown and/or
required on this project.
b) Work includes but is not necessarily limited to the followings
Prefabricated stairs, equal to Pico Safe Stair Co.
Exterior handrails
Access ladders
Thresholds
Shelf angles, hangers, supports and sleeves
Fasteneing devices
c) Shop drawings will be required for the items mentioned in 05E10b
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05E20 ,Materials
a Steel shapes, ASYM 136.66a
b Aluminum extrusions, Alloy 6063T5 or 6060T6
c Aluminum castings, Alloy F 214
d Ferrous metal items shall be painted - zinc ehormate paint.
e Items, including anchors and bolts to be set in, or in con-
tact with masonary and concrete shall be zinc coated.
f Ferrous threshold to be hot dip galvanized
g Fasteners, Steel sections, ASTM 307.65
h Fasteners, Aluminum, Stainless Steel, series 300
05E30 Execution
a) If not sspecifically shown, materials and workmanship to conform
to Standard Trade Practice.
05E40 Furnish and install where indicated on the drawings C/S extruded alum-
inum Standard Mullion Louvers Model 4100, as manufactured by Constru-
ction Specialties, Inc., Cranford, New Jersey; San Marcos, California;
Toronto, Canada. Frame and blades to be 6063-T52 alloy, minimum .081
inch thick with reinforcing bosses. Heads, sills and Jambs to be one
piece structural members as detailed and to have integral caulking slot
and reaming bead. Slideable interlocked mullions to have provision
for expansion and contraction. All fastenings to be stainless steel or
aluminum. All louvers furnished with 1" mesh, .063 diz. wire interorimp
bird screen secured in removable extruded aluminum frames. All Louvers
to be free of scratches and blemishes and shall be finished in a C/S
Kynar/Fluropon coating. As shown on drawings, Construction Specialties
Inc. shall supply in writing at job completiong their standard 20 year
guarantee against failure of the Kynar/Fluropon finish, or approved
equal.
06000 CARPENTRY ( DIVISION )
06A00 CARPENTRY (Section)
06A10 General
Division 1 of the specifications applies and the general conditions.
b This section includes all rough and finished carpentry and mill-
work and the installation of items furnished but not installed under
other sections as follows:
Doors: Furnish under section 8A and 8B
Finished hardware: Furnished under section 8A
Hollow metal door frames: Furnished under section 8A
c) Furnish shop drawings for millwork for approval prior to fab-
rication, also samples of finishes.
d) See drawings, schedules and details for location and quantities of
carpentry and millwork required.
f) Frame out opeings for other trades; Provide temporary centering
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,bracing and shoring and temporary enclosures as required in the build-
ing.
g) Furnish and install sound insulation around bathrooms and walls
requiring sound insulated walls as per plans.
06A20 Materials
a) All wood shall be wound, flat, well seasoned, throughly dry,
straight and free from imparing defects.
b) Lumber shall conform to the ALS Simplified Practice Recommenda-
tion R-16, latest edition, grades shall conform to the grading rules
of the manufacturer's association under whose rules the lumber is pro-
duced.
c) Dimension lumber shall be No.2 Southern Pine, or construction
grade Douglas Fir.
d) Interior frames, trim and miscellaneous wood work not scheduled
or indicated for natural or stained finish shall be Kiln-Dried Poplar
free from any knots, bark or defects.
e) Interior trim scheduled for natural or stained finish shall be
selected Birch (no finger joints)
f) Plywood in millwork to receive natural or stained finish shall
be premium grade (1) rotary cut Birch, commercial standard CS35-61 by
U.S. Plywood or Geogia Pacific.
g) Prefinished paneling, see finish schedule.
h) Other plywood shall be exterior grade, A-A where exposed two
side, A-C where exposed one side, Douglas Fir or better.
j) Wall insulation shall be 3" thick X 24" wide X 48" long mineral
batts by Johns-Manville or approved equal.
k) Laminated plastic shall be standard grade Formica, Micarta, Tex-
olite or Nevamar in color and pattern as selected by architect.
06A30 Execution
a) Verify all dimensions at the building and examine all adjoining
work on which his work is dependent for perfect workmanship.
b) Exposed surfaces and edges shall be finished smooth and be free
of saw cuts, marks or defacements of any kind. Joints shall be accur-
ately and neatly made and fitted tight. End grain shall be concealed
as much as possible. Except in storage closets and custodial spaces
behind doors edges of plywood shall be banded with solid stock hard-
wood glued with water resistant or waterproof glue.
c) Work shall be carefully scribed and fitted to walls or other
finished surfaces.
d) All millwork or casework shall be assembled at the mill insofar
as practicable and delivered ready for erection. Millwork not pre-
finished shall receive final sanding and a sealing coat before delivery
to the job.
e) Finish hardware shall be accurately fitted and securely attached
without damage to metal or woodwork or hardware. Follow manufacturer's
directions. Damaged work shall be replaced.
f) Doors shall be hung with a uniform clearance of 1/16" minimum
and 1/8" maximum at top and sides with proper bevels of 1/8" in two
inches on lock side. Provide 3/16" bottom clearance oirer threshold,
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ceramic tile or carpets 3/8" otherwise.
g) See door schedule for grills.
h) No millwork shall be delivered to site until building is complet-
ely free of moisture.
06B00 WOOD TREATMENT (Section)
06B10 General
a) Framing, door bucks, nailers, ground, furring, blocking and all
other lumber in contact with concrete, masonry or exposed to the wea-
ther or called for to be treated material shall be given one of the
following pressure treatments:
Preservative Min, net retention, lbs./cu. ft.
Pentachlorophenal Solution 6.0
Celcure, Dry Salt .75
Tanolith, Wolman Salt .55
b) Lumber used in the areas mentioned in above which is not nor-
mally available "treated" shall be apinted with two coats of Green
"Woodlife".
07000 THERMAL AND MOISTURE PROTECTION ( DIVISION )
07A00 ROOFING AND SHEETMETAL (Section)
07A10 General
a) The General and Supplementary conditions and division 1 apply
to all of this section. Mention herein or indication on the drawing s
of articles, materials, operations or methods requires that the con-
tractor provide each item mentioned or indicated or reasonably implied
of a quality or subject to qualifications noted. Perform according to
conditions stated each operation specified and provide all necessary
labor, equipment and incidentals.
1 pe
Insct and be
accept the roof deck fore commencing the work.
c)1
Lead flashing and flashing accessories passing through the roof
for piping and conduit shall be furnished by the mechanical, plumbing
and electrical trades, as may apply and installed by this contractor
07A20 Materials
a) Roofing gravel shall be clean white river gravel. i to 5/8" in
size applied at approximately 300 lb. per square
ICants shall be wood or fiberboard.
Nails and screws shall be hot-dip galvanized or non-ferrous
wherever exposed to the weather. Nails shall have annular rings barbs
or special coating to prevent pulling out.
d) Bituminous plastic cement shall conform to Federal Specification
SSC-153, Type 11.
e) Providecant strip flashing around perimeter of roof as indicated
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,on drawings. 26US guage zinc coated steel, or paintable stainless
steel.
f) Roof deck insulation shall be urethane foam board with a min-
imum thickness of 1" with a minimum density of 2 lbs. per cubic ft.
coated both sides for strength and bond. Pitch to roof drain.
07A30 Execution
a) One of the following specified built up roofings shall be instal-
led complete with flashing:
&RN:raid-240- 4W It/2
fhilip-Carey Spec-No. -300 Ave04-.1114/16? $"."'"0 If"m4)
.4-arrett-No.- 220.4-e.Werelt 4344tA0Pr 0!,20"-c,
b) The roof deck is a poured concrete deck and it is intended that
the first sheets be solidly mopped and nailed.
c) The manufacturer's guarantee (renewable).
e) Thoroughly cover all block masonry below grade with an applica-
tion of Lambert Corp., "Waterban" No. 40.
07B00 CAULKING AND SEALANTS (Section)
07B10 General
a) All joints about the perimeter of curtain wall, window and door
frames, other exterior openings, expansion joints, and elsewhere indi-
cated and spcified, shall be filled and calked with calking. compound
in a manner to provide weather-tight sealing. Materials shall be de-
livered to the work site in their original unbroken containers, bear-
ing the manufacturer's name and brand designation.
07B20 Materials
a) Caulking compound shall be a polymerized elastic non-staining
compound composed of synthetic rubber treated oil, pigments and as-
bestos fibre which will remain resilient, tough and elastic, will not
become gummy or sticky; and which is resistant to oxidation, sun's
rays, heat and weather. Except as specified otherwise herein, prepar-
ation of surfaces, application and cleaning shall be in strict accor-
dance with the manufacturer's printed instructions and details. The
following are approved for use.
b) Urethane Sealant No. 101, standard grade, black, by the Standard
Products Company.
c PPG No. 5011 Duribbon Polysulfide, black
Thiokol, black
Dap Flexiseal Rubber Base Compound, black
07B30 Execution
a) All surfaces to receive caulking shall be dry and throughly
clean of all loose particles, dirt, dust, oil, grease or other foreign
matter.
b) Joints shall be a minimum of 1*" in width and 3/8" in depth, ex-
cept as indicated otherwise, where adequate grooves have not been pro-
vided, grooves shall be prepared by cutting and cleaning out the mortar
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to the minimum depth and by grinding to the minimum width, taking
'care that adjoining metal work is not redued in section.
c) Where a suitable joint backstop has not been provided, or when
the depth of the joint is greater than 3/8", the back of the joint
shall be first filled to within 3/8" of the surface with a soft
premolded filler strip, foamed rubber or unoiled oakum firmly packed
in place.
d) Prinmer: After cleaning and before the application of the caulk-
ing compound, all joints in wood, concrete and masonry shall be primed
with a quick drying primer as recommended by the manufacturer of the
caulking compound.
e) Openings shall be completely filled with caulking compound, pre-
ferably by the use of a pressure gun; and surface of joint shall be
neatly tooled. Exposed Baulking shall be free of wrinkles and uniform-
ly smooth.
f) The sufaces of all materials adjacent to caulking application
shall be cleaned of all smears of compound or other soiling due to the
caulking operation.
08000 DOORS AND WINDOWS ( DIVISION )
08A00 METAL DOORS AND FRAMES (Section)
08A10 General
a) The General and Supplementary conditions and division 1 apply to
all of this section.
? This section includes all metal doors and frames.
? Provide shop drawings of all doors and frames for approval of the
architect prior to commencing fabrication.
? See door schedule on plans and hardware schedule.
? Interior metal frames shall insure compatibility with the parti-
tion system.
08A20 Materials
a) Metal frames shall be a minimum 16 guage steel and shall be pro-
vided 1 shop coat of rust inhibitive paint.
c1 Exterior frames shall be a 7 3/4" wide.
All interior doors require steel frames unless noted otherwise
on the door schedule.
d) All metal doors shall be 1 3/4" thickness and 18 guagP.
08A30 Execution
a) Frames shall be anchored in accordance with manufacturer's recom-
medations but in no case shall anchors be greater than 24" on center
b) Install doors and hardware so that doors operate properly.
08B00 WOOD AND PLASTIC DOORS (Section)
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08B10 General
a) The General and Supplementary Conditions and Division 1 apply
to all of this section.
b) All doors shall conform to the commercial standard CS-171-58
and National Woodwork Manufacturer's Association.
c) All doors shall be as manufactured by, I. Emery, Inc. or the
approved equal.
d) Doors shall be solid core particle board with 51" wood stile
and rail, with 1/8" thick, high pressure melamine plastic faces, with
edges painted
e) Provide openings in the doors as per schedule on the Mechanical
sheets for return air.
08000 STORE FRONT SYSTEM (Section)
08010 General
a) The general and Supplementary Conditions and Division 1 apply
to all of this section.
b) Provide each item mentioned, indicated or reasonably implied of
equality noted and required to perform its function. Provide all nec-
essary labor, equipment, and incidentals for the complete job.
c) The complete installation of fixed glass, doors and all inciden-
tal hardware.
d) Coordinate the work with other trades affected by this work.
e) Necessary field measurements, shop drawings for approval, prior
to fabrication.
f) See drawings and schedules for types, sizes and locations of
doors, sash and glazing required.
g) The installing contractor shall guarantee his installation of
fixed glass, sash and entrances to be water tight for a period of two
years from the date of final completion of the project.
h) Caulking of the store front in part of this section however, see
Division 7 for caulking requirements.
08020 Materials
a) Entrance doors shall be ALDORA, narrow style, flush glaze frames
trim, anchors and hardware or approved equal.
b) Store front section shall be Aldora flush glazed with anodized
bronze aluminum finish or approved equal.
c) Glass shall be It" polished plate glass (solar bronze) as manu-
factured by PPG
Matohing spandarlite section as manufactured by PPG
Safety glass shall be used in the door.
08030 Execution
a) Installation shall be by workmen experienced and skilled in this
trade.
b)
c) All work shall be plumb, level and true to line.
Furnish and install in strict accordance with the printed speci-
fications and applicable details of the manufacturer.
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d) The contractor shall be responsible for all necessary shims,
compressible filler materials, back-up for caulking as required for
caulking for this installation.
e) Protective coating, factorey applied to protect aluminmum against
staining: Remove prior to applying sealints as required, remove
remainder on completion of job.
f) Protect all glass: replace all scratched, chipped, broken or
cracked glass.
g) Upon completion of the work, clean all glass.
08D00 HARDWARE SCHEDULE (Section)
TiregT ITEM #1
1 Pr. Doors #1 Exterior to Corridor 100, RHR Act.
Butts by Door Manufacturer
1 Dbl. Cyl. Deadlock B462P US26D
1 Dbl, Acting Closer To be selected
2 Flush Bolts 458B26D
1 Threshold SLOV 72" ,
yma C:CsCAP diewir TVele) LoCO, wtrri "PiiVicea fre 40. 41
Liecg
ITEM #2
1 Sgl Door B Room 105 to Room 107, RH
1 Sgl Door B Room 105 to Room 106, RH
1 Sgl Door B Room 107 to Room 106, LH
1 Sgl Door B Coor. 100 to Corr. 130, RH
1 Sgl Door B Corr. 100 to Room 110, RH
1 Sgl Door B Corr. 100 to Room 111, LH
1 Sgl Door. B Corr 100 from Corr. 102, RH
1 Sgl Door B Corr. 119 to Room 118 RH
3-0 x 6-8 x 1-3/4 W x M
12 Pr. Butts BB1279 41 x 41 USP
8 Locksets D52PD Ply US26D
6 Closers 4014 Alum RH
2 Closers 4014 Alum LH
34.106.4:Lat.
ITEM #3
? 1 Sgl. Door C Corr 130 to Vest 108
? 1 Sgl Door C Vest 108 to Bath 108
? 1 Sgl. Door C Bath 108 to Shower
? 1 Sgl. Door C Corr 130 to Vest 109
? 1 Sgl, Door C Vest 109 to Bath 109
1 Sgl. Door C Corr 130 to Corr 135
19 (page A)
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Seo igtoo:(?
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1 Sgl. Door C Corr 135 to Room 131
1 Sgl. Door C Corr 135 to Room 133
1 Sgl. Door C Corr 135 to Room 132
1 Sgl. Door C Corr 135 to Room 134
1 Sgl, Door C Corr 135 to Room 136
1 Sgl. Door C Corr 135 to Room 137
1 Sgl. Door C Corr 135 to Room 138
1 Sgl. Door C Corr 135 to Room 140
1 Sgl. Door C Corr 104 to Room 141
1 Sgl. Door C Room 144 to Room 141
1 Sgl. Door C Room 144 to Room 142
1 Sgl. Door C Room 144 to Room 143
1 Sgl. Door C Corr 103 to Room 120
1 Sgl, Door C Room 120 to Room 121
1 Sgl. Door C Corr 102 to Room 117
1 Sgl, Door C Room 118 to Room 118A
1 Sgl. Door C Corr 102 to Room 101
1 Sgl, Door C Corr 119 to Room 116
1 Sgl. Door C Corr 119 to Room 113
1 Sgl. Door C Corr 119 to Room 114
1 Sgl. Door C Room 111 to Room 112
1 Sgl. Door C Room 111 to Room 110
3-0 x 6-8 x 1-3/4
42 Pr. Butts
23 Passage Sets
* 5 Pull on Plate
* 5 Push Plate
1 Sign
1 Sign
1 Sgl. Door E
11 Pr. Butts
1 Panic Device
1 Threshold
1 Closer
1 loci(
PA* of
1 Sgi. Door F
14Pr. Butts/o..
1 Single Cyl Deadlock
1 Lockset
Wove.
1=1.44rotio?i5(targAtepo,
1279 41 x 41 USP
A1OS Ply U326D 2-3/4" B.S.
4476 x 4470 US26D
4407 4x16 US26D
3620 Cl Plastic Men
3618 Cl Plastic Women
ITEM #4
owysior
Corr 104 to 4erehoune, RH
BB1279 41x41 USP
88 TP ..-w/901 Cyl U327
SLOV 36" Alum
4114 Alum RH
Y441. Pr7 -- -
ITEM #5
Room 122 to =se, LH
1279 41 x 41 USP
B460P U326D
D52PD Ply U326 D
Ye, i1
4-5,P 1344P
k,f) "
IAA ISt reco
19 (page B)
'1111,
.41,0
a ow coo ?-? ?
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Threshold SLOV 36" Alum
ITEM #6
1 Sgl. Door D Room 105 to Corr 102, RH
1 Sgl. Door D Room 105 to Corr 104, LH
3-4 x 6-10 x 1-34 M x M
or 51014WAJI 14*
Hardware complete by Vault Manufacturer 16 er40,44, 1.14000
Supply Medco High Security Scylinder for appropriate installation
0900 FINISHES ( DIVISION )
09A00 LATH AND PLASTER (Section)
09A10 General
a) The General and Supplementary Conditions and Division 1 apply
to all of this section.
b) Comply with applicable provisions of the current edition of
USA Standard Specifications and Manufacturer's recommendations for
work covered in this section and with USA Specifications #a42 tol-
erance for finished work (1/8" in 6")
c) Submit samples 48" X 48" of stucco application prior to in-
stallation.
09A20 Materials
a) Stucco: shall consist of 1 part Portland Cement convorming to
ASTM CI50-67 Type 1 and one part masonary cement conforming to ASTM
C91.66. Four to Six parts sand conforming to ASTM C35-62
b) The final coat of stucco shall contain waterproofing Hydralite
Plus from the W.R. Grace or approved equal.
c) Water: potable
Gypsum plaster shall conform to ASTM C-28
o Hydrated lime shall conform to ASTM-206
Marbletite No. 759, light cream and No. 762, buff darkened.
Provide samples prior to installation
g) Metal lath shall be small mesh copper alloy weighing not less
than 3.4 lbs. per sq. yd.; Factory dipped or painted with rust resis-
tant primer as manufactured by U.S. Gypsum co. or approved equal.
Provide metal plaster stop and casing beads at metal door frames
and for other locations as required. Beads shall be 24 Ga. Galvanized
-steel. Depth as required for installation
j) Provide metal cornerites on all plaster internal corners of
Masonry. Fabricate cornerite strips from 2.5 lb. flat expanded metal
lath bent at right angles to form 3" legs on each side.
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09A30 Execution
a) Exterior sprayed stucco, shall be machine applied to heavy tex-
ture.
b) Except as otherwise noted, the minimum thickness of plaster as
measured from the face of lath or masonary to finished surface shall
be as follows:
Plaster: 1" on metal lath and masonary walls plus 1/8" maximum fin-
ish coat.
Stucco: 1" on metal lath and masonary walls plus 1/8" maximum finish
coat.
c) Secure metal accessories in place and set grounds to receive the
specified thickness of plaster. When necessary dampen masonry surfaces
by applying clean water before plastering.
d) Two-coat work: Apply base (first) coat to form good bond on
maonary and bring the plaster out to grounds, straightened to a true
surface and left rough, ready to receive the finish (second) coat.
e) Three-coat work: Apply scratch (first) coat firmly to plaster
base; prior to final set, scratch for bonding of next coat. Apply
brown (second) coat to true planes and screed in both directions.
Float and leave rough to receive finish (third) coat. Scratch coat
must be dry before brown coat is applied, except on masonry surface.
Apply finish coats over base coat to true even surface: allow
to draw a few minutes and then trowel to smooth finish. Use the pro-
per amount of water.
g) Prior to painting, the contractor shall repair all damaged or
defective plaster. Patching of plaster shall match existing work.
Where plaster meets another material, the plasterer shall provide a
casing bead separation as required.
h) The plastering trade shall keep areas used in acceptable clean
condition.
09B00 DRYWALL (Section)
09B10 General
a) General and Supplementary Conditions and Division 1 apply to
all of this section. Provide all labor equipment and materials requi-
red to perform the work.
b) Protect the materials and store them in a dry and water-tight
place.
c) All partitions shall receive 5/8" gypsum dry wall both sides
unless specifically noted otherwise on the plans.
09B20 Materials
a) Best wall gypsum board, 5/8" thick
b Bestwall gypsum sheathing "Soundboard".
c Bestwall reinforcing tape.
d) Bestwall joint system compound
e) Bestwall laminating compound
f) Necessary nails, screw, ramset devices, etc. for the complete
installation as shown and deiscribed. All nails and screws used in
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outer layer or wall board shall be galvanized.
g Bestwall steel channel studs and floor and ceiling channels.
h Insulation batts, 2" thick, semi'thick, premium brand, 23x93"
i) Necessary necessary nails, screws, ramset devices, etc. for the
complete installation. Wall board nails and screws galvanized.
j) Neoprene gasketing to separatetceiling channels from acoustical
ceiling tees. When walls but to ceiling in lieu of extending through
it.
09B30 Execution
a) Install wallboard and framing in accordance with details and
schedules; in accordance with the manufacturer's directions; specifi-
cations below. If the details and specifications herein are in con-
flict with the manufacturer's directions consult the architect for
clarification.
b) Insulation shall be installed so as to insure against sagging
of the batts.
c) Joint work shall be done in strict accord with the manufactur-
er's specifications with the materials above mentioned for a "one-
material" treatment completed work shall be inspected and approved by
the architect prior to commencing painting or other finishes. Cor-
rect any surface damage and defects, leave smooth and ready for paint.
d) Metal Studs: Double layer Method: Secure base layer to supports
with 1" type "S" screws 12" 0/C at top and bottom and at joints, 32"
0/C elesewhere. Secure top channel to ceiling tees with 1" type "S"
screws at maximum spacing of 24". Secure with neoprene gasket used
as a separator between metals. Secure floor channel with ramset de-
vices suitable for the purpose at 24" 0/C maximum spacing.
e) Stagger joints of second layer of Bestwall, using laminating
compound in 4" wide strips at 2" from edges and 24" 0/C, and use
1-3/8" screws at 12" 0/C at edges and 16" 0/C elsewhere.
f) Wood Studs: Double layer method: Nail base 1 per to stucs with
6D nails at 12" 0/C. Secure 5/8" Bestwall with laminating compound as
decribed above and with 8D nails at 12" 0/C. See details.
g) Single layer Method: Nail 5/8" Bestwall to studs with 6D nails
at 8" 0/C at edges and 12" 0/C elsewhere.
09C00 TILE (Section)
09C10 General
a) The General and Supplementary
all of this section.
b) Provide all labor, materials
sary for the complete installation
c) Refer to the finish schedule
and window detail (13/A8)
d) Furnish tile samples
Conditions and Division 1 apply to
and incidental requirements neces-
of quarry and ceramic tile.
(A-5) and the entrance ramp (A-2)
for color selection where required.
09C20 Materials
a) Tile floor and cove base shall be as manufactured by American
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Olean. See finish schedule (cove C-813 and CB-813 andCC-813)
b) Quarry tile shall be American Olean Murray tille 6"x6" Umber
with grain abrasive surface, black grout, brick design layout.
(Bullnose #0665)
c) Grout for the floor shall be tile-mate as manufactured Durament
or (l&M) approved equal; color white unless specified otherwise on the
finish schedule.
d) Provide marble threshold at termination of the tile under doors.
0900 Execution
By skilled workmen in his trade.
In accordance with current accepted standard practices of tile
indutry, published by the Tile Council of America.
c) Clean with a solution of neutral soap and water. No detergents.
Damp cure three days. Polish with clean cloths.
d) All tile shall be applied with the thin set method. Powdered
mortar mix complying with NSA specifications A118, 1-1967 for dry set.
Portland cement mortar or organic adhesives in accordance with USA
A 108.4-1968
e) Entrance quarry tile: conventional sand and mortar bed method
with USAS 108.1, 108.2 and 108.3 1967
09D00 ACCOUSTICAL TREATMENT (Section)
09D10 General
a) The General and Supplementary Conditions and Division 1 apply to
all of this section.
b) Provide all labor, materials and incidental requirements neces-
sary for the complete installation of accoustical tile ceiling.
c) Refer sheet (A-6) for layout and finish schedule (A-5)
09D20 Materials
a) Accoustical tile shall be as manufactured by Armstrong Corp.
Cortego design #769; 48" x 24. x 5/8" and Sanserra tegular #573; 24" X
24" X 3/4"
o) Ceiling grid shall be a suspended T grid system suspended with
#10 Ga. annealed galvanized wire approx. 4'-0" 0/C. Finish shall be
white low sheen enamel baked on.
09D30 Execution
a) Layout ceiling in accordance with the layout shown ?on sheet A-6
therefor center each space to form equal borders.
b) Installation shall be by workmen skilled in this trade.
c) Upon completion ceiling shall be clean, even, true to line and
free from defects.
09E00 RESILIANT FLOORING (Section)
09E10 General
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it) The General and Supplementary Conditions and Division I shall
apply to all of this section
b) Flooring shall be as manufactured by Armstrong Corp. or approv-
ed equal; applied with a mastic.
c) See finish schedule shee (A-5)
09E50 CARPETING (Section)
General
a) The General and Supplementary Conditions and Division 1 shall
apply to all of this section
b) See finish schedule, sheet A-5
c) All carpeting shall be Lee's benefactor, medium density FOAM
back, applied with a mastic.
09F00 PAINTING (Section)
09F10 General
a) The General and Supplementary Conditions and Division 1 apply
to all of this section.
b) Protect all adjacent surfaces to those being finished. Provide
drop cloths shere necessary.
c) Prime all wood, ferrous metal, etc., not specified to be
coated by others, in addition to finish coats.
d)
Remove and protect hardware and accessories, protect
during painting.
f1All surfaces shall be brush or roller painted.
Furnish necessary tools, scaffolding and equipment.
g) All color will be selected by the architect,
prime
other items
09F20 Materials
a) Materials shall be as manufactured by Sherwin Williams or apprd-
ved equal.
In general, ready-mixed for all painting.
Deliver all materials in unbroken, original containers bearing
brand and manufacturer's name.
d) Mix and use in strict accordance with manufacturer's specifica-
tions.
09F30 Execution
a) Workmanship shall be the best. All materials evenly brushed and
spread on without runs, sags, and brush marks. Only skilled mechanics
shall be employed.
b) All surfaces shall be smooth, dry and thoroughly clean before
painting.
c) Metal surfaces, including piping shall be cleaned, free of rust
dirt, scale, grease and imperfectly bonded priming coats. Sand smooth
before application and finish coat.
d) Wood surfaces: Sand as necessary to produce a smooth paint fin-
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ish, Cover any knots and pitchy places with shellac. Fill nail holes
with putty after prime coat. Neatly fill crack between trim and ad-
joining surfaces. Paint finishes applie to wood shall be sanded be-
tween coats.
e) Defects in shop priming coats: Spot prime in field. Spot prime
welds, rivets, spacers and bolts as required.
f) Galvanized metal surfaces (except those factory prepared for
paint bond) treat with solution of 8 oz. copper-sulfate to one gallon
water. Apply with brush and brush off when dry.
g) All coats shall be thoroughly dry before applying succeeding
coats.
h) The contractor shall make provisions to do minor touching up of
pre-finished paneling and doors.
i) Clean up all drippings, spatters, tec, and leave project in
acceptable manner.
09F40 Schedule
a) Exterior:
1) Metal - 3 coat work: 1 coat of oxide red lead primer and
2 coats house paint.
Stucco - 1 coat Thoroseal (follow manufacturer's directions)
Concrete - 2 coats Thoroseal ( follow manufacturer's dir-
ections)
4) Colors of Thoroseal shall be white and pearl gray, see draw-
ings.
b) Interior:
1) Metal (exposed pipe, heating units, etc.) - 3 coat works 1
coat interior trim primer, 1 coat enamel undercoater and
1 coat satin enamel.
2) Dry wall construction - 3 coat work: 1 coat Vapex wall
primer, 1 coat Lyt-All double duty primer, and 1 coat oil
base or latex base fiaish coat.
10000 SPECIALTIES ( DIVISION )
10A00 FLAGPOLES (Section)
General
a) The General and Supplementary Conditions and Division 1 shall
spply to all of this section.
b) The flagpole shall be as manufactured by ACME FLAGPOLE CO.,
Camden, New Jersey or an approved equal.
Materials:
a) Flagpole shall be cone tapered of seamless cold drawn 6063.T6
aluminum tubing with .188 inch wall thickness with and anodized bronze
finish.
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b) Exposed length 25'-0",total length 28'-0"; outside diameter
bottom and 31" top; flash collar 14" aluminum bronze
c) Cleats two 9" cast aluminum; Halyards: two 5/16" diameter #10
samson quality; two neoprene covered bronze snaps for securing the
flag.
d) Flag: 4' x 6', made of cotton bunting, US government specifi-
cations 33.C4390 with printed stars. Bunting Bulldog.
Execution
a) Foundation sorm shall be 12" diameter; 16 Ga, galvanized cor-
rugated steel 3'-4" long. 3000 PSI concrete.
10B00 TOILET PARTITION (Section)
10B10 General
a) The General and Supplementary Conditions shall apply to all
of this section.
b) Provide shop drawings; do not commence fabridation until shop
drawings are approved
c) Furnish and install toilet partitions and hardware in accordance
with drawings and approved shop drawings.
10B20 Materials
a) Toilet stall partitions shall be according to drawings and as
manufactured by Mid-South Formica Franchised Fabricators, or architect
approved equal. Plastic laminate shall be bonded to exterior A-B grade
plywood, using a thermo setting plastic resin adhesive. All lamina-
ting shall be performed under continuous heat of approximately 200 de-
grees and pressure of not less than 3000 lbs. Stiles, panels and doors
shall be laminated to correct dimensions, and shall be impervious to
moisture acids, alkalis and detergents present under usual toilet room
conditions, color shall be as selected.
Flush doors shall finish 1 inch thick
Flush stiles shall finish 111,-" thick
Flush panels shall finish 7/3" thick
Plastic laminate: High pressure type not less than 1/16" thick.
Playwood: Exterior grade, A-B faces.
Stile shoes: .031 inch thick stainless steel type 302, hemmed
top and bottom and die formed to fit stile.
e) Brackets: Chrome plated over copper on heavy die cast metal,
Zamack, or approved equal.
f) Stile mounting assembly and floor fastenings: Hot dipped galvan-
ized.
g) Hardware: Doors shall be hung on concealed gravity hinges with
stainless steel pintles, upper and lower hinge support above and below
bearing point. Hinges shall be recessed and concealed within doors.
Compartment doors shall be fitted with slide latch, bumper with keeper
and coat hooks and cast alloy non-ferrous, chrome plated. All hard-
ware shall be installed with theftproof sex-bolts.
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10B30 Execution
a) Finish shop drawings for architect's approval
b) Do all drilling, cutting and fitting for hardware and also for
toilet paper holders furnished under this section
c) Install all partitions and hardware and clean.
d) Stile shall be clipped to panels with three galvanized tension
hooks recessed in panels. Fasteneings to floor and walls shall be
adjustable.
e) Panels, and end plasters shall be secured to walls with 3-
winged channels for each panel or pilaster intersection.
10B50 Toilet Room Equipment
a) Toilet tissue roll holders shall be Reserve-A-Roll co. Model No.
2R-R2 satin chrome finish, one for each water closet.
b) Dispensing and disposal units: Recessed paper towel dispenser
and waste receptacle B-360. Stainless steel framed mirrors with shelf
Model No. B-292 series, (see drawings for sizes). Soap dipensers
Model 0-25. Toilet tissue dispensers B-274. Feminine napkin vendor
B-350. Feminine napkin disposal B-270 (one each toilet stall). Wall
urns B-278 (one).
11000 EQUIPMENT ( DIVISION )
11A00 VAULT EQUIPMENT (Section)
General
a) The General and Supplementary Conditions and Division 1 shall
apply to all of this section
b) Vault door shall be class 5 7110-935-1886 and 7110-935-1883
as manufactured by Mosla Safe Co., Hamilton, Ohio; with-a:-Asy tSte.
F rE
12000 FURNISHINGS ( DIVISION )
Omit
13000 SPECIAL CONSTRUCTION ( DIVISION )
Omit
14000 CONVEYING SYSTEMS ( DIVISION )
Omit
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SECTION 15A - PLUMBING Sre pb11
coo, Od.aikt.
15A.1 GENERAL.
A. Refer to General Supplementary and Special Conditions.
15A.2 SCOPE.
A. The work includes plumbing and piping systems as indicated on the plans
and/or specified herein; except as specifically excluded. The following
list of work is included to assist the Contractor, but is not necessarily
a complete list of the items involved.
1. All excavation and backfilling necessary to install the work under
this section of the specifications.
2. Soil and waste piping, vents, etc., to all fixtures and locations
shown on drawings.
3. All fixtures and trim.
4. Water piping system to all locations shown, including connections to
all fixtures, equipment, hose bibbs, etc.
5. Drains for the air conditioning system.
6. Storm drainage.
7. Emergency generator fuel and exhaust systems.
8. Connection of miscellaneous equipment.
9. Brochures, shop drawings, details, etc., as required for approval of
equipment and materials.
10. Fees, permits, charges and insurance.
11. Temporary toilets and utilities.
12. Tests and inspections.
13. Guarantees.
B. Work Not included in this section:
1. Electrical wiring connections to all equipment and controls are
included in the Electrical Section.
15A.3 MATERIALS.
A. General Requirements. All materials for this work shall be new and
free from defects. All materials shall comply with the latest require-
ments of the American Society for Testing Materials whenever the above
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society has such specifications and standards or by other authorities
listed below. All materials shall be indelibly marked by name of manu-
facturer, weight and/or class.
1 Pipe Materials and Service Schedules:
Materials
(a) Cast iron soil pipe extra
heavy weight ASTM A74.
(b) Cast iron soil pipe service
weight ASTM A74.
(c) Copper drainage tube (DWV)
ASTM 8306-66.
(d) Seamless copper water tube
ASTM B-88-66 type L hard
temper.
(e) Brass pipe or tube, chrome
plate.
(f)
(g)
Vitrified clay pipe extra
strength ASTM C700
Concrete pipe, ASTM C-76
2. Fittings and Joints:
(a)
Service
All underground soil, waste,
and storm drain lines.
All above ground soil and all
waste lines.
Sanitary waste arms, clear water
safe wastes above first floor.
Water pipe systems.
Exposed branches at fixtures
and equipment.
Exterior sanitary and storm
drain lines.
Storm drain lines, Fire
standpipe system.
All joints and connections shall be made permanent and shall be
watertight. Material, strength, quality and manufacturer for
pipes listed in above schedule and various services are as
follows:
(1)
Copper water pipe: Wrought copper, solder joint type.
50-50 solder for types "L" and D.W.V. pipe.
(2) Cast iron bell and spigot type: Use fittings of same
manufacture and weight of pipe, pack with oakum, fill
with molten lead and caulk solid.
(3) Galv. steel pipe: 150 lb. galv. malleable iron.
(4) Dielectric couplings (concealed piping) and unions
(exposed piping) are required between all dissimilar
metals in piping and equipment.
(5) Unions: Install bronze ground joint unions in piping
2" or smaller; flanges in piping 2-1/2" or larger in all
service at each piece of equipment and check valves, etc.
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(6) Provide nipples of same material and weight as pipe
used. All thread nipples are prohibited.
(7)
Reducing fittings shall be used where changes in pipe
size occur. Bushings are prohibited.
3. Pipe Sleeves and Escutcheons:
(a) Pipe Sleeves. Furnish and install 22 gauge galvanized sheet
metal sleeves for all pipe passing through concrete. The
inside diameter of the pipe sleeves shall be at least one
inch larger than the outside diameter of the pipe. Pack with
fiberglass and seal with mastic.
(b) Escutcheons. Provide chromium plated brass with set screw,
spring or other device to hold them securely in place.
4. Pipe Supports, Hangers and Inserts:
(a) Pipe supports shall be malleable or wrought iron ring hangers
with adjusters except as noted. All piping shall be supported
10' apart for pipes larger than 1-1/2" and 8' apart for 1-1/2"
and smaller. Soil piping shall be supported 5' apart. Copper
tubing shall be supported 6' apart. Hangers for copper pipe
shall be copper plated.
(b) Pipe hangers shall be complete with rods and clamps, propor-
tioned to the size of the pipe to be supported.
(c) Do not use perforated band iron, wire, or chain as hangers.
(d) Fixture supports. All fixtures shall be securely anchored to
the supporting surfaces with steel expansion bolts or toggle
bolts. No wooden or fiber plugs will be permitted.
5. Valves:
(a) General: All valves shall have the manufacturer's name and
rating cast on the body of the valve.
(b) Service Type Size Mfgr. Fig. No.
Water Gate 3" & under Nibco-Scott 1-124 & 5-124
Water Check 3" & under Nibco-Scott T-413-W & S-413-W
Equal valves by Crane, Jenkins, Lunkenheimer, Powell or Wolworth
will be acceptable.
6. Drainage Specialties:
(a) Traps.
(1) All traps shall be self cleaning.
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(2) Drains from air conditioning apparatus, shall be
separately trapped as close to the unit as possible.
The effective trap seal shall be two times the total
static pressure of the fan in inches.
(3) Cleanouts. Provide pipe cleanouts in soil and waste
lines. Provide removable cleanout plugs of brass with
screw threads. For cleanouts in finished walls, provide
Josam Series Y-130 BB,stainless steel; for tile floors
provide Josam Series Y-190 BB, for finished concrete
floor series provide Y-620-F. Comparable items manu-
factured by Wade or Zurn are acceptable.
(4) Vent Flashing. Vent terminals shall be flashed and
counterflashed with 16 ounce copper pitch pans or 4
pound sheet lead flashing.
(5)
15A.4 SYSTEMS.
Access Panels. Provide and install access panels for
valves, etc., use Milcor Style K in plaster ceilings and
walls and Style M in masonry and tile walls.
A. Sanitary, Soil, Waste, Vent and Storm Drains:
1. General. Install all horizontal soil and waste piping to slope 1/8"
per foot grade. Run all horizontal vent lines to a minimum grade
back to stacks and all vertical vent lines as direct and free from
bends as possible.
2. Where not indicated otherwise all piping must be run as high as
building construction permits.
B. Water Piping:
1. General. Provide a complete hot and cold water piping system, water
service from the meter to the building, water heater, hose bibbs,
connections to fixtures, equipment, etc.
2. Air Chambers. At each fixture or group of fixtures place an air
chamber. Make air chambers one pipe size larger than riser and 20
pipe diameters long but in no case less than 18" long.
3. Hose Bibbs. Rough chrome plated. 3/4" solid flange, threaded hose
end and key handle. Chicago Faucet Co. No. 387 or an approved equal.
15A.5 EXECUTION OF WORK.
A. General. The Plumbing Contractor must commence his work as soon as the
building has sufficiently advanced in construction layout.
1. All systems shall be free from water hammer.
2. Flushing. All piping is to be flushed out after erection.
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3. Accessibility. This Contractor shall see that all equipment such
as valves, traps, cleanouts, and other such apparatus shall be
readily accessible.
4. Excavation:
(a) This Contractor shall do all excavating and backfilling neces-
sary for the installation of this work.
(b) Excavation near footings and foundations shall be carefully
checked to insure that the bearing material will not be under-
mined.
(c) All shoring, bracing, sheeting, piping and pumping facilities
that may be necessary for work under this section of the
specifications shall be furnished by this Contractor.
(d) All excavated material not required for filling shall be re-
moved.
(e) Trenches shall be excavated true to grade and bell holes shall
be excavated to insure the pipe resting for its entire length
on the bottom of the trench.
(f) Care shall be taken not to excavate below the depth specified,
or proper for slopes specified.
Backfill shall be compacted to 95% density.
(g)
5. Vibration. All pipe shall operate without vibration, pulsation or
objectionable noises.
6. All piping and material shall be installed in a neat and workmanlike
manner. Any work not deemed neat or workmanlike shall be immediately
removed by the Contractor and replaced in a satisfactory condition
without additional cost to the Owner.
7. Painting:
(a) All pipe hangers and rods shall be painted with a coat of zinc
chromate. Where primed or protective surfaces are damaged they
shall be touched up in the field.
8. Piping in Concrete. Wrap all piping in concrete with a layer of
15 lb. felt.
9. Protection of fixtures, Materials and Equipment. Close all pipe
openings with caps or plugs during installation. Keep fixtures and
equipment tightly covered and protected against dirt, water or
mechanical injury. Thoroughly clean all fixtures, materials and
equipment upon completion of the work.
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10. Tests:
(a) Water Piping: All water piping shall be tested to 125 psig.
(b) Sanitary and Storm Piping: Test with 10 foot head above the
highest point of the system.
11. Connection of Equipment:
(a) General. All connections between any piece of equipment and
any piping systems in this section of the specifications shall
be by means of unions, flanged joints or other means which per-
mit equipment to be disconnected and removed for maintenance.
(b) Valves. Furnish and install valves or cocks in supply line to
each piece of equipment, on supply side of union connection.
(c) Equipment not furnished under this section. Connections between
equipment furnished by others or under other sections of the
specifications and the piping systems covered by this section
of the specifications shall be made under this section.
12. Sterilization. As soon as the water piping has been thoroughly
flushed out, sterilize the lines by a solution of calcium or sodium
hypochlorine of 50 parts per million of chlorine. Open and close
all valves while the system is being chlorinted. After the steriliz-
ing agent has been applied for 24 hours, test for residual chlorine
at the ends of the lines; if less than 5 parts per million is indi-
cated, repeat the sterilization process. When tests show at least
5 parts per million of residual chlorine, flush out the system until
all traces of the chemical used are removed.
15A.6 INSULATION.
A. General. Prior to the application of any insulation, piping systems
shall be checked and found free of leaks.
B. Hot Water Piping. 1/2" fiberglass low pressure insulation, 1/2" PPG
fiberglass, or 3/4" Johns-Manville fibrocel covering. Cover fittings
with plastic insulating cement to full thickness of adjacent pipe
coverings and finish with standard white fire retardant jacket.
15A.7 PLUMBING FIXTURES.
A. The items specified herein are the types of fixtures to be furnished and
installed, complete with all trim and fittings otherwise specified under
the item. The model numbers referred to are those of the Crane Co.,
Standard or Kohler are acceptable where entirely comparable and where
approved. Fixtures shall be white.
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1. Water Closets:
3-107 Neu-Criterion elongated jet closet bowl, (2-bolt caps).
Beneke No. 523 SS/Ch. white, open front, solid plastic seat, less
cover, with self-sustaining check hinge.
Flange package.
2. Urinals:
7-187 Cromwell 18" wide, wall hung urinal.
Sloan Royal #186-11 FYV flush valve.
WR-800 series steel reinforcing plate with bolts, nuts, washers, etc.
3. Lavatories:
1-195-V Norwich 20 x 18 vitreous china.
8-2065 Capri supply fitting.
8-5222 P.O. plug w/perforated strainer.
8-5002 supplies w/stops.
8-5260 1-1/4" "P" trap.
4. Service Sink:
7-564 22 x 18 enameled cast iron.
8-3756 faucet, pail hook, hose, end, backflow preventer.
7-620 "P" trap standard.
5. Sink: coo. Othe. vv.. C oictilj
Elkay PSR-3319 stainless steel, pacemaker.
LK-200 Tiara faucet, w/supplies and stops.
LK-335 strainer w/1-1/2" tailpiece and trap.
Sink; ict.01
6. A--bd 411
Elkay PSR-1720 stainless steel, pacemaker.
LK-200 Tiara faucet, w/supplies and stops.
LK-335 strainer w/1-1/2" tailpiece and trap.
7. Drinking Fountains:
Halsey Taylor WM-8-A.
4_x,00..oree.!-
-4."Fdt-
ee?fi-le Atottrow,
8. Shower:
8-2360 Capri concealed two-valve shower, integral stop valves,
Rainbeau head.
' A A
9. Floor Drains:
Zurn Z-253C with N.B. top.
B. Water Heater. Jackson GRE-52-T, 4.5 KW vertical, 150 psi, code rated
T and P relief valve.
1. Circulating Pump. B & G 60-15, 10 gpm @ 26 tdh, 1/4 hp, mechanical
seal.
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15A.8 EMERGENCY GENERATOR.
A. A 75 KW emergency generator will be supplied and installed by others.
The fuel and exhaust systems for the emergency generator will be
furnished and installed under this section of the specifications.
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SECTION 156 - AIR CONDITIONING, HEATING AND VENTILATING
156.1 SCOPE.
A. This Section covers the furnishing of all labor, materials, equipment
and in performing all work in connection with the installation of air
conditioning, heating and ventilating systems as shown on the Plans and
herein specified. The work shall consist in essence of:
1. Packaged roof top air conditioning units, air cooled.
2. Ventilating Fans.
3. Automatic control system.
4. Motors.
5. Starters.
6. Ductwork and air distribution
7. Insulation.
8. Vibration specialties.
9. Tests.
10. Fees, permits and guarantee.
156.2 GENERAL REQUIREMENTS.
A. Before commencing work, the Contractor must verify measurements at the
building site, and any differences will be submitted to the Architect
for consideration and decision before proceeding with the work.
B. Refer to other drawings for work required in connection with other trades.
C. Equipment and materials must be new and free of defects. Before placing
orders for equipment, submit to the Architect a list of the equipment
the Contractor proposes to use, complete enough in detail for checking.
Submission of equipment and material lists for approval must be made
complete all at the same time.
D. Substitutions: When a particular product is specified, it shall be con-
sidered as a standard basis of bidding. Other products equal in all res-
pects may be substituted when approved by the Architect. Under no cir-
cumstances will the Architect be required to prove that an item proposed
for substitution is or is not of equal quality to the specified item.
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E. Install work so that the maximum clearances will be obtained. If it
becomes necessary to change the runs of ductwork or the location of
any outlets in finished spaces such changes shall be approved by the
Architect.
1. The Drawings indicate the general runs of all ductwork, refer to
the drawings of other trades for clearances required for work of
such trades, and so run the work as not to reduce headroom or
clearance established unless definitey instructed to do so by the
Architect.
F. Make all required tests in the presence of the Architect. Provide 24
hours notice to the Architect prior to testing final operating tests.
All tests will be performed by competent personnel of the Contractor.
Perform such operating tests as may be necessary to determine whether
the work complies with the specifications.
G. Furnish the Owner three bound copies of all Operation Instructions,
Maintenance Instructions, Literature and Information pertaining to all
equipment.
H. Electrical Work. Work under this section of the specifications includes
providing all motor starters for all motors provided under this section
of the specifications. Provide all control items and wiring diagrams
required for this equipment. Electrical items furnished must conform in
all respects to the requirements covered under the Electrical Section of
the Specifications. Refer to this section for voltages and characteris-
tics of motors furnished under the Air Conditioning Section.
I. Guarantee. In addition to the guarantee as set forth in the General
Conditions of these specifications, this Contractor shall also guarantee
the following:
1. Any guarantee extended by the manufacturer for more than the one
called for in the General Conditions shall be turned over to the
Architect.
2. The Contractor shall guarantee that the supply system will handle the
specific amount of air as called for, distributed through the system
against Working conditions in the building, and there shall not be a
variance of more than three (3) percent either in volume of air or
power consumed.
J. Instructional Period. Provide the services of a direct factory service
representative at the job (beginning at or soon after the date of start
of beneficial use) for two consecutive eight-hour days for the express
purpose of instructing the Owner's representatives in the operation,
maintenance and service of the air conditioning equipment.
K. Cleaning Up. The Contractor shall at all times keep the premises free
from accumulation of waste materials and rubbish of same, shall remove
this refuse from within and around, shall also be removed, leaving the
site of his work "Broom Clean".
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L. Waterproofing. Wherever any work done unse this Contract has to pierce
any waterproofing, this work shall be done with care, and after the part
piercing the waterproofing has been set in place, the opening made for
this purpose shall be sealed and made absolutely watertight to the satis-
faction of the Architect.
M. Cutting and Patching. The Contractor shall cut all openings, chases and
trenches required for the introduction of his work, and equipment in the
building, doing all backfilling, repairing of floors, walls,etc., damaged
by such cutting. All work done under this heading shall conform in every
respect to the finish and quality of work done and materials used res-
pectively in the building.
158.3 EQUIPMENT.
A. Packaged Roof Top Multizone Units:
1. General. Self-contained electric cooling/electric heating multizone
units specifically designed for rooftop installation mounted on a curb
supplied by unit manufacturer. Each zone shall be able to heat or
cool independently of requirements of other zones. Compressor shall
be capable of unloading in steps of approximately five tons to follow
variations in cooling loads. Hot gas bypass shall be used to main-
tain a minimum suction temperature at loads below minimum compressor
capacity step. All outdoor air for ventilation must pass through a
cooling coil and be cooled and dehumidified whenever mechanical cool-
ing is operating. Unit shall be labeled by UL as a total package.
2. Cabinet. The unit frame shall be constructed of 6000 series aluminum
extrusions. Panels shall be constructed of galvanneal steel, bonder-
ized and finished with a baked enamel finish. All panels requiring
insulation shall be constructed of two separate panels filled with
insulation. All side panels shall have quick release fasteners and
shall be sealed against weather and air leakage by the use of refrig-
erator door type gaskets. All top panels are to be easily and
individually removable for complete access of all components from top
as well as sides of unit; shall be fully gasketed to prevent air and
water leakage and be able to support the weight of a 250-1b. man
walking on top of unit.
3. Cooling. The refrigerant circuit shall include an accumulator, shut-
off valves for compressor suction and discharge, liquid line, and hot
gas line. Filter-drier, and crankcase heater shall be furnished.
Unit shall have serviceable hermetic compresssor.
4. Heating. Each zone module shall have electric resistance heater
assembly and include circuit breakers, automatic resetting switches
for primary thermal protection and heat limiters for secondary thermal
protection.
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5. Electrical Controls. Unit shall be equipped with a time-delay
device to prevent short cycling of compressors and ensure staged
starting of dual compressor units. Head pressure control with low-
ambient starting capabilities shall be furnished. All internal con-
trol wiring shall not be over 115 volts. All external control wiring
shall be 24 volts. Factory-installed circuit breakers for power and
control circuits shall be suitable for use as disconnect switches.
A 350-va, 115-volt convenience outlet shall be part of the main control
panel. All relays shall be the plug-in type for reliability and ease
of maintenance. In the event of a main blower failure, the complete
unit shall be shut down electrically.
6. Filters. 2-in, low-velocity filters shall be used.
B. Packaged Rooftop Single Zone Unit:
1. General. Unit shall be of a one-piece air-to-air electric cooling
and electric heating unit and shall be mounted on a full perimeter
roof curb.
2. Unit cabinet shall be constructed of galvanneal steel, bonderized
and coated with baked enamel.
3. Compressor System. The unit shall contain serviceable hermetic
compressor with service valves, suitable vibration isolators, crank-
case heater, sight glass and filter-drier. Coils shall be aluminum
plate fins mechanically bonded to copper tubes.
4. Fans and Motors. The indoor air fans shall be of the forward-curved
centrifugal class I type, belt driven. The outdoor air fan shall be
of the propeller type, directly driven inherently-protected motor.
5. Heater assembly shall include circuit breakers, automatic resetting
limit switches and heat limiters for primary and secondary over-
current and thermal protection.
6. Safety Controls. Cooling section shall be protected by: fusible
plug, low and high pressurestat, compressor motor overloads and a
timing device which will prohibit the compressor motor from being
subjected to starting current more than once every 5 minutes. Unit
connections. Heating and cooling power wires in the unit shall be
powered by single-point terminal connections. All utility connec-
tions shall be routed thru bottom of unit. Alternate openings in
sides of unit shall also be provided.
C. Ventilation Fans:
1. General. Each fan shall be rated. All fans of the same type
shall be of one manufacturer.
D. Starters;
1. This Contractor to provide starters for all motors furnished under
this section.
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2. All starters for motors 1/3 HP or less will be across-the-line
type with on-off push buttons. Allen-Bradley Bulletin 600. Open
type, suitable for mounting on standard electric switch box to be
used where applicable, unless otherwise noted on the drawings.
3. All starters for 1/2 HP and up, unless otherwise noted, will be
Allen-Bradley Bulletin 709 for Form 3, with control circuit trans-
formers,fused secondary and auxilliary contacts, ITE, or Allis-
Chalmers starters are acceptable.
156.4 MATERIALS.
A. Sheet Metal:
1. Ductwork:
Sir, 4 &WV) k.Pome 4,0o.
(a) General. Furnish and install all air ducts shown on drawings.
The sheet metal shall be galvanized iron, constructed and
braced in accordance with standards out-lined in the latest
Edition of the ASHRAE Guide. Sheet metal must be tight and
free from rattles.
(b) Gauges of Galvanized iron:
0" to 12" greatest dimension No. 26 U.S. Gauge.
13" to 30" greatest dimension No. 24 U.S. Gauge.
31" to 60" greatest dimension No. 22 U.S. Gauge.
61" to 90" greatest dimension No. 20 U.S. Gauge.
Each sheet of metal used in construction of ductwork must be
factory labeled with the gauge of metal. Cross break uninsulated
ductwork over 18" in any dimension.
(c) All connections to and from the air conditioning units shall be
made by Ventfab collars not less than two inches long, secured
by peripheral strap irons.
(d) Horizontal ducts shall be hung at intervals not exceeding eight
feet. Hangers shall be 16 ga. x 1" band iron on ducts up to 18
inches and 12 ga. x 1" up to 30' and 12 ga. x 1-1/2" on ducts
31" and larger. All hangers shall extend down and fasten under-
neath the duct in addition to the side fastenings. Hangers shall
fasten to the structure with bolts.
(e) Ducts hung below concrete slabs to have hangers set before con-
crete is poured, or hung from Phillips Drill Co., "Redhead" self-
drilling screw anchors. All rubbish and trash shall be removed
from the ducts before installing grills and setting dampers.
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(f) Furnish dampers and splitters wherever necessary for proper
regulation of air distribution system. The dampers shall be
located so as to be adjustable after work is completed. Con-
struct splitters one gauge heavier than ductwork, securely
attached to the duct. Provide a set screw, locking device
for each splitter or damper. On insulated ducts, place locking
device on a bracket so that the set screw is on the surface of
insulation. Use hardware manufactured by Young Regulator or
Ventfab, where rods pierce duct, cap with 609 damper and bearing.
(g) Provide turning vanes in ductwork where radius is less than
1-1/2 of width. Construct vanes of galvanized steel, one gauge
heavier than the duct, securely riveted to top and bottom.
(h) Insulation Shields. Provide sheet metal shields for insulation
between insulation and pipe supports.
(i) Sealed Joints. All exhaust, supply and return duct systems to
have joints sealed with 4" wide tape (Permecel No. 691-AF),
applied with adhesive to make air tight joints. Seal and water-
proof all joints in exterior ductwork with Benjamin Foster Co.
No. 60-35 fire resistant, aluminum pigmented mastic.
(j)
Provide in the duct systems, holes required for the installation
of pipe, hangers, conduits, etc., where they pass through ducts
and only as authorized by the Architect. Holes are to be cut to
the diameter and in locations as approved.
(k) Waterproof all sheet metal connections to outside by soldering
or caulking the seams with mastic.
(1) Furnish and install NBFU approved fire and smoke dampers where
shown on the drawings, at fire walls and barriers and otherwise
as required by applicable codes. Provide duct access doors for
accessibility to fire dampers.
(m) All ductwork, dampers and air distribution devices shall be
installed so as to be free of rattles, vibrations and excessive
air noises.
(n) Access Panels. Provide and install access panels for all valves,
dampers, control devices, etc. Use Milcor, Style K in plaster
ceilings and walls and style M in masonry and tile walls. Unless
otherwise indicated on the drawings, access panels in ceilings
shall be 12" x 12".
B. Air Distribution:
1. Supply Outlets-Ceiling (Rectangular):
(a) Louver face ceiling diffusers shall be Tuttle & Bailey, AM with
removable cores and peripheral gasket for surface mounting and
of the pattern arrangement shown on the plans. Provide opposed
blade volume control dampers for all diffusers.
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(b)
(c)
Where grille take off is perpendicular to duct, provide
factory fabricated deflectrol or air scoop.
Frames and cores shall be aluminum.
2. Return Air and Exhaust Registers and Grilles:
(a) Sidewall type shall be of the inclined, horizontal blade type
of anodized aluminum. Provide opposed blade, key operated,
volume control which may be made of steel. Install return and
exhaust registers with blades sloped to prevent looking into
space behind.
(b) Manufacturer shall be Tuttle & Bailey, Barber Colman, or Titus.
(c) Provide all grilles with felt or rubber gaskets cemented to the
back face.
C. Insulation:
Ductwork:
(a) Ductwork. Insulate all air conditioning sheet
with 1" of rigid insulation. Insulation shall
type SF (4 lb. density) Johns-Manville Spintex
density) applied in strict accordance with the
recommendations. All joints and ends shall be
sealed, using mastic; then apply 4 inch strips
firmly embedded in the mastic.
metal ductwork
be Fiberglass
414 VS (6 lb.
manufacturer's
properly vapor
of glass fabric
156.5 TESTING.
A. Balance and testing shall not begin until the system has been completed
and is in full working order or at the direction of the Engineer, any
part thereof shall be placed into operation for the purpose of testing
and balancing. The Mechanical Contractor shall put all heating, venti-
lating, and air conditioning systems and equipment into full operation
and shall continue the operation of same during each working day of
testing and balancing.
1. Test, adjust and record all blower rpm at design requirements.
2. Test and record all motor full load amperes at balance point.
3. Test and record all system static pressures, suction and discharge.
4. Test and record entering air temperatures (db heating and cooling)
all coils.
5. Test and record entering air temperatures (wb cooling) all cooling
coils.
6. Test and record leaving air temperatures (db heating and cooling)
all coils.
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7. Test and record leaving air temperatures (wb cooling) all cooling
coils.
8. Adjust all main supply, return, and outside air ducts to proper
design cfm.
9. Adjust all zones to proper design cfm, supply and return.
10. In cooperation with the control manufacturer's representative, set
adjustments of all controllers to operate as specified, indicated
and/or noted.
156.6 AUTOMATIC TEMPERATURE CONTROL SYSTEM.
A. The automatic control system shall consist of an electric electronic
system furnished by the Contractor with all wiring by the Electrical
Contractor under the supervision of this Contractor. A complete tem-
perature control and power wiring diagram suitable for the A.C. units
furnished, shall be submitted for approval. Heat type actuators are
not acceptable. At completion of the work, the manufacturer shall
certify in writing to the Architect that all controls have been ad-
justed or calibrated and are operating in accordance with design
requirements.
B. Firestats shall be provided in the supply and return ducts for each
A.C. unit and shall be constructed to N.B.F.U. standards and so
approved.
C.
SeE Al?
I "if, 3. acoof At ,>.oari *AY/64'.
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16A.1 SCOPE.
SECTION 16A - ELECTRICAL
45"")? *4'1) ..",f.3 ADA 4 OD. &log sieercig
140
A. Furnish and install all electrical work shown on plans including all
labor, materials and incidental items required for a complete operating
installation.
B. Air conditioning, mechanical, plumbing and other control systems are
specified under Section 15.
16A.2 GENERAL.
25X1A6d
25X1A6d
25X1B
A. The General and Supplementary General Conditions and the General Re-
quirements apply to this Section.
B. The following Codes and Industry Standards shall be complied with:
1. National Electrical Code 1971.
2. Building Code, Chapter 45.
C. The regulations and specific requirements of:
1. Power & Light Company.
2. Telephone Company
16A.3 SERVICE AND SERVICE CHARACTERISTICS.
25X1A6d
Now
25X1B
A. Provide underground conduits to pad mount transformer in accordance
with requirements of the Power & Light Company and details
shown on the drawings.
B. Secondary service distribution at 120/208 volts, 3 phase 60 Hertz.
C. Provide underground conduits for Telephone and Tele-
graph Company service entrance, backboards and outlets as indicated.
Individual outlets will be stubbed up to ceiling space and terminated
with a bushing. Outlets in rooms 105, 106 and 107 shall be run in
underground raceways direct to telephone room. Each outlet shall be
1 inch.
16A.4 TESTS AND INSPECTIONS.
A. All work will be open to inspection by the Architect or his represen-
tative at all times. Until final acceptance of the installation in
its entirety, the condition and care of all material and equipment
is the responsibility of the Contractor.
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B. The final inspection and tests shall be made only after the Architect
is satisfied and that the work described in these specifications has
been completely installed in accordance with all contract requirements.
The acceptance of the work shall not in any way prejudice the Owner's
right to require the replacement of any defective materials or workman-
ship. The Contractor is held liable to make repairs to the work of any
other trades that may be defaced or damaged in making the necessary
repairs.
C. This Contractor shall provide instruments, special apparatus, expert
service and make all necessary tests as determined by the Architect to
show that the system is properly installed to meet all requirements of
capacity, quality and completeness called for by the plans and speci-
fications. These tests shall be witnessed by the Architect or his
representative.
16A.5 TEMPORARY LIGHT AND POWER.
A. A temporary light and power system shall be furnished, installed and
maintained by this Contractor. The installation shall be extensive
enough to provide for the needs of the General and all Subcontractors
on the job.
16A.6 MATERIALS.
A. All materials shall be new, in original packaging and made in the United
States. Underwriters labels are required where applicable.
B. Boxes.
1. Galvanized steel.
2. Gang type where more than one trim device at same location.
3. Square corner specially designed type for masonry or tile wall use.
4. All boxes concealed except in machine room areas.
5. All boxes exposed to weather shall be cast type with conduit hubs
and cast feralloy covers.
6. Approved manufacturers are Steel City, Appleton and Raco.
C. Raceways.
1. Raceways shall be heavy wall threaded galvanized or sheradized
conduits, galvanized or sheradized E.M.T. and where specifically
indicated on the drawings P.V.C.
2. Raceways shall be products of Triangle Republic Steel, National
Electric Products or Walker.
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3. Underfloor duct, boxes, fittings and accessories shall be provided
as indicated on the drawings. Floor ducts and fittings shall be
standard products manufactured by Walker/Parkersburg. Alarm and
120 volt circuits require a #2 duct, telephone a #4. Provide and
install where directed twenty each outlets for duplex receptacles
and telephones. Outlets shall be Spectrum Series, colors as select-
ed by the Architect.
D. Conductors.
1. All conductors shall be 99% pure electrolytic copper with 600 volt
insulation. All sizes to #10 AWG shall be type TW solid. Size #8
and larger shall be type THW stranded. Individual tap conductors
for fixtures may be TFF #18, control circuits may be #14. The
minimum size wire for any other use is #12. Circuit wiring in con-
tinuous row fluorescent lighting is to be #12 THW.
2. Wire shall be manufactured by General Cable, Okonite, Phelps-
Dodge, or Triangle.
E. Wiring Devices.
1. Type, size and styles indicated on plan. Plates 040 stainless
steel in toilet rooms and kitchen, ivory plastic for general use.
Certain rooms require finish as selected by Architect.
2. Specification Grade devices made by Bryant, Pass and Seymour,
Slater and Sierra are acceptable.
F. Lighting Fixtures.
1. Furnish and install all lighting fixtures and lamps as listed in
the "Lighting Fixture Schedule" on the drawings.
2. Ballasts shall be Rapid Start, H.P.F., Class "P" CBM ETL certified
with an "A" sound rating - Fixture manufacturer is responsible for
the proper "P" ballast for each fixture. Ballasts shall be General
Electric, Jefferson Advance or Universal.
3. All recessed fixtures shall be compatible with the type of con-
struction and include all hardware, hangers, plaster frames, etc.,
required to make a finished installation.
4. All plastic, diffusers 100% virgin acrylic.
G. Safety Switches.
1. Safety switches shall be heavy duty type, quick make and quick
break with shielded line terminals and visible blades.
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2. Enclosures shall be Nema 1 or III as locations may require and
fused as noted in Panel Schedules. Where two switches are in
series on a feeder or motor circuit the switch at the motor or
other type equipment shall be non-fused.
H. Panelboards.
1. Panelboards shall be dead front safety type equipped with thermal-
magnetic molded case circuit breakers of frame and trip ratings as
shown on the schedule.
2. Circuit Breakers. Circuit breakers shall be quick-make, quick-
break, thermal-magnetic, trip indicating, and have common trip on
all multipole breakers. Trip indication shall be clearly shown on
the breaker handle taking a position between "ON" and "OFF" position
when the breaker is tripped.
3. Panelboard Bus Assembly. Bus bar connections to the branch circuit
breakers shall be the distributed phase or phase sequence type.
Three phase 4-wire bussing shall be such that any three adjacent
single pole breakers are individually connected to each of the
three different phases in such a manner that 2 or 3 pole breakers
can be installed at any location. All current carrying parts of
the bus assembly shall be plated. Mains ratings shall be as shown
in the panelboard schedule on the plans.
4. Cabinets and Fronts. The panelboard bus assembly shall be enclosed
in a steel cabinet. The size of the wiring gutters and gauge of
steel shall be in accordance with NEMA Standards Publication
No. PBI-1957 and UL Standards No. 67 for panelboards. The box shall
be fabricated from galvanized steel or equivalent rust resistant
steel.
Fronts shall include door and have flush, brushed stainless steel,
cylinder tumbler-type locks with catches and spring loaded door
pulls. The flush lock shall not protrude beyond the front of the
door. All panelboard locks shall be keyed alike. A circuit
directory frame and card with a clear plastic covering shall be
provided on the inside of the door. The directory card shall pro-
vide a space at least 1/4" high x 3" long or equivalent for each
circuit. The directory shall be typed to identify the load fed
by each circuit.
5. UL Listing. Panelboards shall be listed by Underwriters Labora-
tories and bear the UL label.
6. All bus bars copper silver plated.
7. Main Circuit Breakers. Type and size noted on drawings. I.T.E.
and Westinghouse are approved alternates in same class.
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8. Panel 16A-5. Provide ground busses in Panels MDP, PP1 and PP2.
Ground bus in MDP shall be 1/4" x 1" x 6" minimum with lugged
terminals for 2 #4 and 1 #2/0 conductor. Ground Busses in Panels
PP1 and PP2 shall have provision for terminating 12 - #12 wires,
minimum size 1/4" x 1/2" x 6". Additional gutter space shall be
provided in panel can for these ground busses. Main ground bus
conductor (2/0) in MDP shall be connected to earth ground with a
maximum resistance of 10 ohms.
I. Fire Alarm System.
1. Furnish and install an Underwriters Laboratory approved non-coded
annunciated, electrically supervised, five zone fire alarm system
as shown on the drawings and described herein.
2. Operation. Operation of any fire alarm station of detector
shall sound a continuous alarm on all signals including the
trouble bell until the operated station and control panel are
restored to normal operation. A visible indication is to be re-
corded to the annunciator and a signal transmitted by telephone
line to the central station.
3. Control Panel. The control panel shall incorporate the necessary
components and wiring required for the proper operation and control
of the station and bell circuits, the power supply and the super-
visory and trouble bell features. In addition to the required
working circuits, the panel is to be equipped with an alarm test
switch; a voltmeter switch, audible signal control, jack and test
leads. All station and bell circuits shall be provided with trouble
indication pilot lamps. All wiring shall be in accordance with
manufacturer's requirements. The fire alarm panel is to be Edwards
6500 series with S476-12 annunciator. Provide remote trouble
indicator next to annunciator.
4. Manual stations shall be U.L. approved, non-coded, local non-
interferring type with normally open contacts. Stations to be
Edwards 270 DPO.
5. Detectors shall be Edwards 281 with provisions for annunciator
indication.
6. Alarms. General alarm signals shall be vibrating horns, Edwards
flush #880.
7. Fire Alarm - General. The Fire Alarm System supplier shall include
in a total price bid a complete tested and operating system, in-
cluding also maintenance and any necessary repairs and full central
station service for a period of twelve months from date of accept-
ance. On site response to an alarm shall be within a maximum time
period of ten months.
8. Approved central station security systems installers are Systems for
Security, Inc., and A.D.T. Security Systems.
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16A.7 EMERGENCY GENERATOR.
A. A 75 KW 120/208 Volt 3 phase, Diesel engine powered emergency generator
will be furnished by others.
B. This Contractor will accept delivery on site of this generator, provide
all necessary labor and equipment to remove same from its transport and
set it in place in the electric room.
C. Wire generator to an Asco #940 - 260 ampere accessory group 6 3 0 4 wire
transfer switch which shall be provided by this Contractor.
D. Connect batteries, battery charger, engine generator controls which will
be furnished with generator.
16A.8 EXECUTION OF WORK.
A. General. All work shall be installed in a workmanlike manner, present-
ing a neat mechanical appearance upon completion. The type and scope
of work requires the maximum cooperation of all trades and this Contractor
is to so plan, schedule and install his work so that the job will progress
in an orderly manner. Particular attention is to be given to the layout
and installation of sleeves, chases, inserts, and other similar prepara-
tory work. No cutting of any structural members is to be done without
the approval of the Architect.
B. Installation of Wire and Cable.
1. All wire shall be color coded throughout, using colored conductors
for branch circuit wiring and plastic tape markers to identify the
phases on feeders and large motor circuits.
2. All joints and splices #6 and smaller shall be made with solderless
positive pressure connectors covered with nylon covers. Wires #4
and larger shall be spliced using copper splicing sleeves designed
to make positive bond with the wire by applying hydraulic pressure
to same with tools specifically designed for the sleeves used. All
splices shall be taped with minimum of two layers of plastic H.V.
tape over sufficient rubber tape to build insulation to the
original thickness.
3. In pulling cables or conductors into raceways, use approved lubri-
cants and keep tension cables within the manufacturers recommendations
for the size, and type and length concerned.
4. Conductors may be combined for homeruns to the panels, but no more
than 2 - 4 wire 3 phase circuits are to be installed in any one race-
way.
5. Cable support boxes and cable supports are to be installed in all
risers as required by the N.E.C.
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C. Installation of Raceways.
1. All metallic raceways installed underground are to be thoroughly
cleaned of any grease or rust and then protected by a brush appli-
cation of bitumastic paint. This paint shall be specifically de-
signed for pipe protection and shall be applied so that the thickness
of coat is approximately 15 - 18 mils. If the paint is applied while
conduit is in the ground, use the glove method for satisfactory cover-
age. Touch up to original protective thickness any flaws made by
wrenches, tools, etc.
2. Non-metallic conduits shall be enclosed in a concrete envelope.
3. All underground raceways shall be installed at a minimum of 24"
below finish floor or grade.
4. Conduit and tubing shall be concealed in floors, walls and ceilings,
except for roof area machine rooms. Conduits installed in the con-
crete floor slabs are limited to a maximum size of 3/4".
5. Raceways to outlets concealed in the partitions are to be installed
vertically and be concealed in the wall construction.
6. Exposed conduits are to be installed with runs parallel or per-
pendicular to walls and structural members and properly aligned
when run vertically.
7. Panel-stub-out conduits - 3/4" conduits, one for each 3 spare cir-
cuits in each panel are to be installed as vertical runs and stubbed
out into the ceiling areas at each panel location. Stub-outs shall
be terminated at a readily accessible location for future extensions.
8. Expansion fittings are to be provided in all conduits crossing
expansion joints throughout the building.
9. Raceways to motors and other equipment with inherent vibration, for
the last 18 inches of the raceways, shall be flexible metallic race-
way, with polyethylene sheath similar to sealtite used in damp, wet
and dusty locations.
D. Outlets.
1. Outlets shall be installed in the locations shown on the drawings.
This Contractor shall study the general plans in relation to the
spaces surrounding each outlet in order that his work may fit the
other work required by other sections of these specifications.
When necessary, he shall relocate outlets so that when fixtures or
other fittings are installed they will be symmetrically located
according to room layout and will not interfere with other work or
equipment.
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2. Boxes shall be installed in a rigid and satisfactory manner. Fixture
outlet boxes on ceiling or in concrete and wall outlets shall be
appropriate to the use and shall be fitted with open covers set to
come flush with the finished surface. Wall outlet boxes shall also
meet these requirements.
3. Boxes in Tile or Terra Cotta partitions shall be square cornered boxes
made specially for this purpose. They shall finish square with the
face of the wall. Other boxes shall be 4 inch square for wall recept-
acles and switches with appropriate covers, and concrete boxes and
covers where installed in the concrete slab. Where only one conduit
enters a box so called handy boxes may be used.
4. Pull Boxes. Pull boxes and junction boxes may be provided in such
locations required to reduce the length of cable pull and the number
of elbows between outlets. Such boxes shall not be placed in finished
spaces without the approval of Architect. Pull boxes in finished
spaces shall be fitted with overlapping screwed on cover finished to
match the finish of the wall or ceiling. Pull boxes in exposed work
shall have cover the same dimensions as those of the box. All boxes
shall be of the gauge and size required by the N.E.C. for the parti-
cular size and usage. All welds shall be ground smooth, and boxes
given a prime coat of zinc chromate or other approved prime.
E. Panels - Switchboards.
1. Panelboards shall be flush or surface mounted as shown on the drawings.
The cans shall be set vertically true and finish even with the wall
surface. Where more than one panel is installed at the same location
they shall be so installed that the trims when placed will just touch
each other.
2. Wall mounted switchboards and panelboards shall be mounted on heavy
electrical channels which will support the cans with channels which
will support the cans with an air space between the can and the wall.
Size of channel, anchors, bolts and spring washers shall be of
adequate size for the particular part being mounted.
F. Equipment and Control Wiring.
1. This Contractor will connect all electrical equipment to be installed
on the job.
2. The Mechanical Contractor will furnish approved prints showing details
of his control wiring requirements. Refer to mechanical drawings for
full details and specific locations of items involved. All starters
and control devices are furnished by the mechanical contractor.
3. The Plumbing Contractor will also furnish all required approved prints
so that this contractor can readily connect his pump, controls, etc.
Refer to mechanical drawings for full details, etc. He will also
furnish all starters and control devices.
16A-8
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
4. This Contractor will furnish all pipe, wire, incidental fittings
and junction boxes, switches, etc., necessary to connect all motors
and control elements.
5. When all equipment is connected this Contractor shall cooperate with
the other trades in performing any electrical work or functions neces-
sary to properly test the equipment operationally.
6. Mounting Heights. Outlets shall be installed in keeping with archi-
tectural details; unless specifically noted otherwise all outlets
shall be located as follows:
Switches
Receptacles
Telephone
Toilet Fixtures
Wall Exit Lights
4'-0" to center of box
l'-0" to center of box plates
horizontal
l'-0" to center of box
6" above mirror.
Above door or 71-0".
16A-9
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
SECTION 16B - SECURITY SYSTEM WIRING
16B-1 The Electrical Contractor shall provide and install all raceways, outlet
boxes, miscellaneous fittings and accessories necessary to complete a
security system with devices and features incorporated in these specifi-
cations and indicated on the plan. The security system contractor will
furnish necessary wire to be installed by the electrical contractor in
accordance with approved wiring diagrams and specific outlet locations.
168-2 SECURITY SYSTEM - BASE BID.
A. Provide and install all wire, devices, equipments and accessories
necessary to complete a security system as indicated on the plan
and described in this specification.
B. The system shall be U.L. Laboratories approved, supervised and
directly connected to an approved central station. On site response
to an alarm shall be within a maximum time period of ten minutes.
C. Ultrasonic System - Motion detectors shall be omni directional paired
crystal type ultrasonic transmitters and detectors with uniform sen-
sitivity to human intrustion and capable of allowing no more than
4 ( 25 inch) steps in a time period of 4 seconds.
D. Master Control unit shall be solid state, with integral battery charger
and nickel cadmium battery capable of a minimum of four hours operation
on failure of A.C. power.
E. Day-Night control located in room 111 to activate or deactivate system.
F. Interface Controls - As required for central office connection.
(-
G. Intrusion alarm bell, weatherproof, tamper proof screws and switches,
ten inch 6 volt D.C. bell.
H. Door contacts shall be high security type, balanced magnetic switches.
I. All units shall be provided with tamperproof switches and solid state
circuitry.
J. Provide telephone line security on Day-Night control.
16B-3 ALTERNATE BID.
A. Requirements are the same as specified for the Base Bid with the
following exception.
1. Vault intrusion detectors shall be microphonic type instead of
ultrasonic.
16B-1
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
B. General. The Security Equipment supplier shall include in a total
price bid a complete tested and operating system, including also
maintenance, any necessary repairs and full central station service
for a period of twelve months from date of acceptance.
C. Approved central station security systems installers are Systems
For Security, Inc., and A.D.T. Security System.
16B-2
Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
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Approved For Release 2001/08/07 : CIA-RDP78-06501A000300020006-0
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