HomeMy WebLinkAboutPlans 8.28.1989PROFESSIONAL BUI*LDIN
RYE BROOK- NEW YO K
Code Information.
Bu Iding
Architects
IVIAITLANDISTRAUSS ARCHITECTS, P.Cw
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Division 1 - General Requirements
All work shall comply with the New York State Building Code
and all applicable municipal, state or federal rules and
regulations.
The Contractor shall verify all dimensions in the field.
Discrepancies between actual conditions and drawings
and/or specifications shall be reported to the Architect in
writing for clarification. Work shall not proceed until such
clarification has been received.
Should unforseen conditions or other causes necessitate
construction details `,not in accordance with these drawings,
the contractor shall notify the Architect and submit his
details showing the proposed methods to accomplish the
required results.
The Contractor shall be responsible for all patching,
repairing and finishing,of all disturbed areas.
The Contractor shall, be responsible for adequately bracing
and protecting all work during construction against damage,
breakage, collapse, distortions,and misalignment according to
applicable codes, standards & good practices.
The Contractor shall have the building location staked out in
the field by a licensed land surveyor before beginning
construction.
The Contractor shall file all -'applications and drawings as
required and pay all fees and obtain all required building
permits prior to the start of construction.
Before beginning any cutting or demolition work, the
Contractor shall carefully survey the existing conditions and
determine the extent of the work to be done. The Contractor
shall insure that structural items are not weakened and shall
be responsible for increasing or adding structural supports
/as may be required as a result of any cuttingi removal, or
demolition work.
Contractor shall remove completely all exposed mechanical,
electrical or plumbing items not indicated or necessary for
:the function ability of the new designs.
Contractor shall provide and coordinate the location of all
new openings in existing walls or floors.
All work. outside of buiding line is not covered in these
contract documents, see site drawings for work by others.
All work within existing building shall be coordinated with
the -owner.
All shut downs, tie-ins�. 'and interfaces with the existing
building' shall be approved in advance by the owner.
Contractor shall notify the owner seven calendar days in
advance of any proposed interfaces.
No exits shall be blocked at any time. All egress paths
shall remain free from construction materials and debris.
AIA Document A201 1987 edition, General.Conditions of the
Contract for Construction, shall be i
incorporated as part of
these construction documents as though fully written in the
documents and all provisons of the above mentioned AIA
document shall be in force.
Division 2 Sitework
See site drawings (by others)
Division 3 Concrete
Precast Stone
Manufacture, transport and install precast stone units in.
shapes indicated on drawings by a company specializing int
providing architectural precast products. Design units in
accordance with ACI 318, under the direct supervision of a
registered professional engineer.
Vnits shall be designed to,support therequired-dead loads.,
Design to provide for building movement and provide
adjustment connections ' to accommodate misalignment of
structure. compressive strength of cast unit,(concrete)
shall be 5000 PSI at 28 days. Connecting and supporting
devices shall be stainless steel, ASTM A666. B ' olts, nuts and
washers shall be corrosion resistant chromium -nickel type.
Fabrication, transportation, storagei and installation shall
be in accordance with manufactqrer's recommendations.
Cast Stone sills & Coping shall match existing in color.
All other Cast Stone shall be "Buff" color. Submit shop
drawings & samples to Architect for revibw & comments on all
units.
See structure drawings for additional information on
concrete.
Division 4 - Masonry
Brick Veneer
Brick Veneer wall shall be installed as recommended by The
Brick Institute of America, Technical Note # 28B-2/87, with
all -cross references.
Brick shall match brick on existing building in color & size.
Brick shall conform with ASTM C216, grade SW. The mortar
used shall be Portland cement/lime mortar, type N, conforming
to ASTM C780. Provide a minimum compressive strength of 750
PSI, unless otherwise indicated.
Brick ties shall be 2 - piece adjustable ties with wire
embedded at least 2 inches into the brick wythe. Ties shall
be hot dipped galvanized in accordancewith ASTM A153, class
B-3 & shall not have mechanical play in excess- of 0.05
inches, nor deform over 0.05 inches for 100' pound load in
tension or compression.
Ties shall have minimum of 3/16 inch diameter wire and shall
be placed so that the maximum brick surface area per tie
shall be two square feet. In no instance shall ties be
placed so that their maximum vertical spacing exceeds 11 - 611
or their maximum horizontal spacing exceeds 21 -011.
Additional ties shall be installed at 8" O.C. at jambs &
edges.
Ties shall be similar in design to Hohmann & Barnard, Inc.,
11DW-10 with vee wall tie". They shall* be securely attached
with -screws & Neoprene washers to the steel studs through the
sheathing.
Screws used to attach the exterior sheathing and the ties to
the -studs shall be hot dipped galvanized.
Flashing shall be either 10 -oz sheet copper or stainless
stee�l with a minimum thickness of 0.01 inches. Stainless
steel shall conform with ASTM A167, type 304. Extend
flashing through brick veneer, turn up a minimum of 8 inches
and bed into mortar joint of concrete block, or fasten to
gypsum board sheathing.
Weep holes shall be placed at all flashing locations and
shall not exceed 2 4 11 0. C. Keep weep- holes & areas- above f �ee
from,mortar.
Vertical expansion joints shall be located as indicated on
drawings. They shall have extruded plastic expansion joint
fillers with backer rod & sealant.
Horizontal expansion joints shall be located below brick
relieving angles & shall be closed cell Neoprene material
conforming to ASTM D1056 class RE41 1/411 thick x 2 3/411 wide
continuous.
Sealants shall be a 'hon -oil polysulphide base conforming to
ASTM C920.
Exterior sheathing shall be USG Gypsum sheathing 1/211 thick.
Tool all mortar joints with a concave tool.
Concrete Blocks:
Concrete Block shall be ASTM C90 Hollow Core, C145 Solid
Core, C129 Hollow Core Non -Load Bearing, grade N; Type I;
Size of units shall be of dimensions that will lay up to 8"
module, complete with corners, bases, bond beams, and fillers
to match and compliment block units; standard weight, fire
rated masonry units shall conform to rating as indicated on
drawings. Width of block units shall be as indicated on
drawings.
Division 5 Metals
Metal Stairs:
Metal stairs shall be fabricated with closed risers & treads
of pan construction, minimum 14 gage thick sheet stock. Form
stringers of 12 inch MC channels. Form landing of minimum 12
gage thick -sheet stock, reinforce as required.
Metal tread pans and landings shall be filled with concrete
and topped with A -H silicarbid shake: -on non -slip surface as
manufactured by anti hydro company. Non -slip surface shall
be installed in accordance with manufacturer�ls
-specificatl'ons.
Sections, plates, sheets & bars shall be of structural
quality ASTM A36 steel. Bolts, nuts & washers shall 66nform
to ASTM A307 or A490.
Weldina materials shall be of the applicable AWS D1.1, type
required for materiald being welded. Grind all welds smooth
& flush.
Fabricate stairs, landings & component connections to support
li ve loads of min 1001b./sq. ft.,. with deflection of stairs
not exceeding 1/360'of span.
Shop prime in two coats, with zinc chromate alkydi Do not
prime surfaces to be field welded or cast in concrete.
Provide all necessary, anchors, plates, angles, hangers &
struts as required for connecting stairs to the structure.
Stairs shall conform with ANSI A117.1.
Submit shop drawings to Architect for review & comment.
Verify dimensions on site prior to fabrication.
Pipe &.Tube Railings.:
Pipe & tube handrails shall be fabricated from ASTM A36
steel, ASTM A53 pipe, steel black & hot dipped, zinc -coated,
welded & seamless material.
Install railing to resist a lateral force of 250 lbs. at the
top member and the ability to resist a lateral impact at the
top equivalent to a minimum linear load of 50 pounds/foot
without permanent set or damage to members or anchors.
Posts shall be 1 1/21' outside diameter, steel members of
welded construction, located to resist lateral loading,
minimum of 48" O.C.
Top railing shall be 1 1/21' outside diameter, intermediate
members shall be 1" outside diameter, steel members of welded
construction.
Exterior railings shall be hot dipped galvanized. Interior
railings shall be shop primed two coats with zinc.chromate
alkyd. Do not prime members to be field welded or cast in
concrete.
All changes in direction of railing shall be a*welded radius.
Handrails shall conform with ANSI A 117.1.
Submit shop drawings to Architect for review & comment.
Verify dimensions on site prior to fabricatione
Miscellaneous Metals:
Provide & ins -tall all miscellaneous metal items listed below,
in addition provide aill items as required to achibve a
complete project, including base plates, washers, nuts,
shims, anchors, anchor bolts, bracing etc.
Insulate aluminum work in contact with other metals,
concrete, masonry or plaster with, felt, zinc chromate or
bituminous paint or other suitable methods.
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Materials shall be as follow:r
Firestopping
Steel ASTM A36.
Bolts, nuts, & washers, high strength ASTM A325,
Firestopping -materials shall be asbestos free and capable of
fasteners exposed to weather to be hot dipped
maintaining an effective barrier against flame, smoke & gases
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galvanized.
Primer zinc chromate alkyd.
in compliance with the requirements of ASTM E 814 and UL
Aluminum 6063T5 alloy.
1479. The firestopping shall be in no case less than the
rating the
of assembly being penetrated. Install fire
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Shop paint all miscellaneous steel work except zinc coated
stopping in accordance with manufacturer's instructions.
,surfaces, & surfaces to be embedded in concrete or mortar.
Firestopping material shall be manufactured by Electrical
1) Ladders - fabricate vertical ladders conforming to ANSI
Products Division/3M Company, and shall constitute one or
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A14.3 of 3 1/2 inches by 3/811 steel flats for strings &
more of the following:
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1 inch slip resistant bars for rungs as manufactured by
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3M brand caulk - CP'25
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MEBAG: IKG Industries. Rungs shall be spaced 1 foot
3M brand putty - 303
apart, plug welded or shouldered & headed into
3M brand composite sheet CS -195
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stringers. Distance from rung to finished surface shall
not be less than 711. Secure to adjacent construction
3M brand penetrating sealing systems, 7900 series.
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with heavy clip angles, 48,inch O.C. min.
3M brand wrap/strip FS195
2) Loose lintels - shall be provided as required above-
Shingles
openings in masonry walls & partitions. Lintels shall
be complete with all
Roof strip shingle.s for roof pitched 4 on 12 or greater shall
necessary connections. -See
structural drawings for lintel schedule. 1�:
be fiberglass type meeting the requirements of ASTM D3018,_
type 1 and UL 790. Shingles shall be approximately 12 x 36
3) Grating - Rectangular bar aluminum grating as
inches in dimension, weight 260 pounds per square, color as
manufactured by Seidelhuber Metal Products, Inc., model
selected by architect. Shingles shall be UL class"A",
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#19S4 1 1/211 x 1/8", 2.9#. Provide angles & crips for
installed over 15 pound asphalt saturated felt in strict
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attachment to concrete foundation. Include a locking
conformance with manufacturer's written instructions.
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mechanism & the ability to easily remove the grating for
Built -Up Roofing System
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maintenance.
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4) Louvers Louvers shall be model # AFA as manufactured
Built-up roofing system shall be specification number AGS -4-
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,by Airstream Products Division. I Louvers shall be a 411
C -G as manufactured by Celotex, and installed by a Celotex
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stationary type. Provide compatible subframes and all
approved roofing contractor. Celotex shall provide a ten
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necessary anchorage devices. Louvers & subframe shall
year warranty agreeing to repair or replace, at, nb cost to
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be extruded aluminum with a minimum of .08111thickness-
the owner, any portion of the work, which becomes d,.,�,�fective.
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and shall be furnished with a baked enamel finish, color
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Expansion joint shield shall be ma I nufactured by lo'otex
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to selected by Architect. Provide counter flashing &
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caulking to achieve a water tight installation.
Roof insulation shall be a combination of a of - Hy -
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Provide,18 x 14 square mesh aluminum insect screen in
therm AP and 1/4" per foot Hy -therm tapered� a 0 actured
extruded aluminum frame attached to the interior of t*he
by Celotex. Insulation shall be installed in nce with
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louver frame with stainless steel screws. Screens to be
Celotex and The Polyisocyanurate Insulation� cturers
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removable & replacable.
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Submit shop drawings to Architect for review & comments.
All details, flashing, expansion joints, tape-k-01ki "Lln-sulation
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design, roof drains, pitch pockets, etc. S4a reviewed
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See structural drawings for additional information on steel.
and approved by manufacturer prior to beginning-', tallation
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for conformance with specifications & ma,'66dfacturer's
Division 6 - Wood and Plastics
requirements.
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Plywood sheathing for roofs shall be fire retardant treated
Flashing and Sheet Metal
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for exterior installation and shall conform to Product Flashing and sheet,metal shall be either 10 bz..sheet copper
Standard PSI -83. Sheathing shall be free from mono and
or stainless steel with a minimum thickness of 0.01 inches
diammonium phosphate and shall be APA approved rated
unless otherwise indicated. Stainless steel shall conform
sheathing with a panel identification index of 32/16, 1/2
with ASTM A167 type 3'04. In addition stainless steel shall
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inch thick (15/32) exposure 1(one), C -D.
be installed in accordance with The Committee of Stainless
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Blocking shall be provided as necessary for application of
Steel Producers Stainless Steel Data Manual - suggested
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materials or building items, and shall be fire retardant.
practices for roofing, flashing, etc.
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Roof nailers & edge strips shall be pressure treated
Secure flashing in place using specified.type fasteners.
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Lock seams & end joints-. Form sections in 8 foot lengths.
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All lumber in contact with concrete or masonry in any form
Make allowance for expansion joints. Back paint flashing
with bituminous where to be -in
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shall be pressure treated in accordance with AWPB standards
paint expected contact with
cementitious materials or dissimilar metals.
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LP -2 or LP 22, As applicable.
Exterior wood trim shall be paint grade cedar unless
Cap flashing shall be'16 oz. Base flashing shall be 20 oz.
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otherwise indicated, in profiles indicated on drawings.
Molded work shall be coped at returns and inte-rior angles and
ROOF ACCESSORIES:
mitered at exterior corners.
Fire/smoke vents shall be models "SV -2 _611x3'_0'V and "D -SH -
Rough hardwar e shall be hot dipped galvanized nails, bolts,
487211 as manufactured by the Bilco Company. Mechanical
nutsf washers and screws as ne'cessary.
release mechanism shall be replaced with an electromagnet
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locking device FM1500 as manufactured by "Rixson-Firemark
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Div1sion 7 Thermal and Moisture Protection
Security International. Activation shall be.,by a smoke
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detector located at the top of the fire stair/elevator shaft.
Bituminous Dampproofing
A manual::, release, button shall also be provided near each
vent.
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Apply bituminous damppr:oof ing on perimeter f o4hdat-ion walls
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and to all walls below grade. Seal/ caulk Joints and Vents shall,be installed in. accordance with manufacturer's
protrusions through dampproofing.
requirements & instructions. All controls, power supplies &
wiring (including master control, , panel at elevator lobby)
Apply dampproofing in accordance with manufacturer's
required to be installed to make the electromagnet locking
recommendation from two inches below finished grade elevation
device operational, shall be provided.
down to top of footing.
SEALANTS:
Damppr6ofing shall be asbestos free trowel or brushed on
grade bituminous cement conforming to ASTM D449, Type I.
All sealants shall be supplied and installed in accordance
with manufacturer's requirements. Color shall be',selected by
Provide A 111 extruded polystyrene protection board.
Architect. Sealants- shall be installed in areas as'necessary
to make for a weather & watertight installation. Provide
Rigid Foam Insulation
backer rods, primers", and bond breakers as recommended by
manufacturer.
Rigid insulation i3hall be Styrofoam brand square edge
extruded polystyrene foam insulation as manufactured by Dow
The foll ' owing sealants shall be installed in areas indicated
Chemical Company or equal.
in "Sealant Schedule.":
Location & thickness as indicated on drawings.
Type A Caulking co ound conforming to Fed -Spec.. TT -C -
imp
5 9 8, type 1
Batt Insulation
Type B Polysulphide base, single component, chemical
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Batt insulation shall be unfaced Owens Corning Thermal Batts
curing; conforming to requirements of Fed. Spec.
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for metal frame construction, location & thickness as
TT -S-2301 Type II, Class A,shore A hardness of
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indicated on drawings.
minimum 15 and maximum of 50, nonstaining & non
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bleeding.
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Vapor Barrier
Type C�1- Silicone base, si I ngle- �component, solvent curing,
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conforming to requirements of Fed. Spec. TT -SS-
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Vapor barrier in walls shall be a 4 mil. thick sheet of
1543, Class A, shore a�hardness of maximum 50, non
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polyethylene attached to the inside face of the steel studs
staining.
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as indicated on drawings. Edges shall be lapped a minimum of
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Type D Synthetic rubber -based material shall conform to
ASTM D217,290 to 310, non -staining approx. 90%
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Vapor barrier below slab on grade shall be a 6 mil. thick
solids content, no oil migration.
sheet of polyethylene. Contractor shall take care not to
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puncture vapor barrier. Edges shall be lapped a minimum of
2'-011.
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aray on Fireproofing
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Spray on fireproofing shall be Monokote MK-6 as manufactured
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DRAWING NUMBER:
by Grace Construction Products. It shall be asbestos free.
Fireproofing containing asbestos shall not be permitted.
Fireproofing shall be 'installed in strict compliance with the
manufacturer's installation instructions, safety data, and
the Underwrititers Laboratories assemblies indicated on the
drawings. Fireproofing shall be installed by a contractor
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approved by the manufacturer. Contractor shall provide a
written five year guarantee co-signed by the product
manufacturer, agreeing to repair or replace, at no additional
cost to the owner, any portion of the work which becomes
defective.
SEALANT SCHEDULE:
Sealants shall be installed in the following locations and
where indicated on drawings:
1. Thresholds at exterior doors: Sealant type A.
2. Openings 1/4 inch and less between interior walls and
partitions, casework, shelving, door frames, built-in or
surface -mounted equipment and fixtures, etc.: Sealant
Type A.
3. Interior perimeters of frames of doors, windows and
access panels which adjoint exposed interior concrete
and masonry surfaces:- Sealant type A.
4. Jonts of interior masonry walls and partitions which
adjoin columns- pilaster, concrete walls, or exterior
walls unless otherwise detailed: Sealant Type A.-
5. Joints and.�, recessed formed where frames and subsills or
windowt-,`,doors, louvers and vents adjoint, masonry or
concrete: Sealant Type B.
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6. Openings where items pass through exterior walls:
Sealant Type B.
7. Metal to metal joints, where selaing or caulking is
shown or specified: Sealant Type -C.
8. Control Joints:. Sealant Type B.
9. Butt Glazing: Joints occuring between ends of
consecutive glass lites: Sealant Type C.
10. Joints ocurring between coping stones at parapet:
Sealant B with weathercap joint protective system as
manufactured by Weathercap Inc.
11. Exterior perimeter of window, and door frames as
indicated: Sealant Type B.
12. Joints occuring between gypsum wall board partitions and
structure: Sealant Type D.
13. Masonry joints where relieving angles occur: Sealant
Type B.
Division 8 - Doors & Windows
Steel Doors & Frames
Steel doors & frames shall be manufactured by Ceco Door
Division. Doors shall be Versadoor, 18 gage, E6PG9 and Omega
gage composite construction. Frames shall be 16 gage
knock down CF series in profiles indicated on drawings &
supplied with the appropriate anchors as specified by
manufacturer. Submit shop drawings to Architect for review &
�comments. Doors & frames shall be primed with a baked on
rust inhibitive metalic primer & shall be prepared for finish
hardware. Coordinate with door schedule for fire rating
requirements.
Wood Doors
Wood doors shall be the Superfire Door System as'manufactured
by Algoma. Doors shall be furnished with optional lockblocks
& rails for mounting finish hardware. Thru-bolts shall not
be permitted. Doors shall be supplied with book matched,
-plain sliced, red oak veneer with matching outer stile, and
with the fire rating,specified on,�the door schedule. Submit
shop drawings to Architect for review & comments.
Tempered Glass Doors
Tempered glass aoors shall be clear glass doors & side lites
as manufactured by Blumcraft, thickness & style as indicated
on drawings. Submit shop drawings to Architect forreview &
comments.
'Aluminum.Windows
Aluminum windows shall be single hung' -series 3100 with''
subframe as manufactured by Efco. Windows shall be furnished
with exterior muntins & glazing adapter in pattern indicated
on drawings. Provide 3/4!1 insulated glass,1/81'annealed both
panes & half screens for all windows. Install window frames,
glass & glazing in accordance with manufacturer's
instructions. Color shall' be white baked enamel. Submit
shop drawings to Architect -for review & comments.'NNiw P*ow5 �5HA-U�
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Finish Hardware
The hardware items listed under "hardware sets" are intended
to communicate design,intent only, and the hardware supplier
shall be responsible for the proper
coordination/compatibility of items shown therein,
quantities, etc.
A complete hardware schedule, including -catalog cuts shall be
submitted to the Architect for approval 'prior to placing
orders.
All hardware and saddles in accessible areas and in means of
egress shall conform with ANS1 A117.1
Hollow metal doors which swing out to the exterior of the
building shall be equipt with a Ives #184S 32D lock guard,
and hinges shall have non removable pins.
Exterior hollow metal doors shall be provided with head &
jamb weather stripping & mor�sed automatic door bottoms.
Closers shall be provided with full cover option. Parallel
arms shall be provided as required on outswing exterior
doors.
Hardware Set #1 All finishes to be aluminum unless
otherwise noted.
1 - Top Pivot - Rixon #340 (U.S.26D)
1 - Recessed Floor Closer - Rixon #PH28
1 - Panic Device - Blumcraft #H110 (Stainless
Steel)
-1 - Cylinder -.Blumcraft (U.S.26D)
1 - Threshold Ramp Strike - Blumcraft #S -110-T
For top & bottom fittings see door schedule.
Hardware Set #2
All finishes to be aluminum unless otherwise noted.
Top Pivot - Rixon #340 (U.S.26D)
Recessed Floor Closer - Rixon #PH28
Handle - Blumcraft #P -752A (both
sides)
Hardware Set #3
1 1/2 Pair Butts 5x4 1/2 -
Stanley #FBB199 (U.S.32D)
1 Closer -
Sargent #1231
1 Lock Set -
Yale #AU5408 (U.S.26D)
1 Saddle -
Pemko #171AFG
Weatherstripping -
Pemko #319
1 Automatic Door Bottom -
Zero #354�
Hardware Set #4
1 1/2 pair Butts 5x4 1/2 -
Stanley 4Fl9l.(US32D)
1 Closer - -
Sargent #1230
1 Lock Set -
Yale #BR5405 (US32D)
1 Saddle -
Pemko #171AFG
Weatherstripping -
Pemko #319
1 Automatic Door Bottom -
Zero #354
Between Room #011 & 010,
provide Pemko #297AV, 307AV
weatherstripping & 212A saddle.
Hardware Set 4,5
1 1/2 Pair Butts 5x4 1/2 -
Stanley #FBB179 (Primed)
1 Closer ' -
Sargent #1230
1 Latchset -
Yale #BR5401 (US26D)
For door between room #009 & 012,
provide Yale #BR5407 with
abrasive coating.
Haraware Set #6
1 1/2 Pair'Butts 5x4 1/2 -
stanley'AF179 (Primed)
1 Closer -
Sargent #,'!,2 3 0
1 Lockset -
Yale #BR5407 with abrasive
coating
Hardware Set #7
1 1/2 Pair Butts 5x4 1/2 -
Stanley. #FBB179 (Primed)
1 Closer -
Sargent #1231
1 Lockset -
Yale #AU5407 (US26D)
Hardware -Set #8
1 1/2 Pair Butts 5x4 1/2 -
Stanley #FBB168 (Primed)
1 Closer -
Sargent #1231
1 Latchset
Yale #AU5401 (US26D)
Hardware Set #9
1 1/2 Pair Butts 5x4l 1/2 -
Stanley #FBB 179 (Primed)
1 Closer -
Sargent #1231
1 Latchset -
Yale #AU5401
1 Magnetic Hold open -
Yale #5936 (US26D)'
Omit magnetic'hold� open on door
between room #002 & 004.
Hardware Set 410
1/2 Pair Butts 5x4 1/2 -
Stanley #FBB179 (Primed)
1 Closer -
Sargent #1231
1 Lockset -
:Yale #AU5402 (US26D)
Hardware Set if1l
1 1/2 Pair Butts -
Stan ley #FBB199 (US32D)
1 Closer, -
'Sargent #1231
1 Lockset -
Yale #AU5407 (US26D)
1 Saddle -
Pemko ffl7l AFG
Weatherstripping -
Pemko #319
1 Automatic Door Bottom -
Zero #354
Division 9 �-Finishes
Gypsum Drywall
Exterior gypsum board shall be
USG Exterior Gypsum ceiling
Board, 5/811 -thick.
Interior Gysum board s ' hall be
Sheetrock brand Firecode "C"
panels thickness as.indicated on
drawings as manufactured by
USG.
Non -load bearing studs (for interior
partitions only) shall
be gavanized rolled steel, screw
type, 20 gage, with sizes
indicated on drawings.
Install steel studs and Gypsum board
in accordance with ASTM
C754, GA -216, GA -203. In addition
comply with Underwriters
Laboratories for fire rated partitions.
All firerated partitions shall
have studs and Gypsum board
extend from slab to underside of
slab above.
Provide all fire retardant treated
wood blocking as required
for installation of accessories.
Blocking shall be screwed
from stud to stud.
Provide double studs at all door
frame jambs, with a diagonal
kicker brace to structure above.
Caulk all penetrations of partitions by conduit, pipe,
ductwork, and rough -in boxes.
Shaftwall shall be USG Cavity Shaftwall System including all
accessories. System shall be installed in strict compliance
with manufacturer's recommendations.
All Gypsum wallboard joints shall be taped & sanded in a
three coat application.
Ceramic Tile
Ceramic floor tile shall be 2"x2" Ceramic Mosaics as
manufactured by American Olean. Provide C-833 cove -base and
one horizontal row of tiles on wall with a S-882 cap.
Ceramic tile shall be installed on a thinset bed of Laticrete
4237. Grout shall be Laticrete Latapoxy SP -100 stainless
grout.
Color as s elected by Architect.
Acoustic Ceilings
Acoustic ceiling tile shall be Glacier, as manufactured by
USG Interiors, Inc. Ceiling suspension systemshall be
manufactured by Donn Ceiling Systems.
Ceiling Type 1:
21x 21x 3/411 Interline #708 acoustic tile with Centricitee
grid suspension system.
Ceiling Type 2:
12"x 12"x 3/411 square edge/kerf #701 acoustic tile with DX
concealed grid suspension system.
Accessible tiles in concealed grid system shall be provided
for servicing of mechanical systems. Tiles shall be marked
with a red dot.
Ceiling system shall be installed in accordance with
manufacturer's specifications, ASTM C636 &ASTM C635.
Hangers shall be galvanized steel wires, sized in conformance
with building code.
Interior Stone Flooring
Stone tiles shall be 1/211 thick thermal finished granite as
manufactured by Marble Technics Ltd. Five different granites
-shall be selected by the Architect from the standard line of
granites and shall be provided in sizes indicated on
drawings. All joints shall be of a uniform width of 1/16
Any tile which does not maintain joint width, shall be
replaced with a tile cut from a larger tile.
Concrete slab shall be leveled & flash patched prior to
beginning installation. Granite tile shall be layed in a
thin set bed of one part Portland cement, one part Mason sand
& Laticrete 4237, and grouted with Laticrete LatapoXy SP -100.
Color of ' grout shall be as selected by Architect.
Installation shall be in strict conformance with the'
manufacturer's requirements for thin granite flooring.
Contractor shall provide an itemized upset price for
installation of granite based upon the installation of
premium priced tiles. * Any reduction in price of material
caused by the selection of a less expensive granite, by the
Architect, shall be credited to the owner.
Vinyl Base
Vinyl base shall be vinyl_ straight edge base, 411 high as
manufactured by Roppe. Color shall be as selected by
Architect.
Carpeting
Carpeting shall be Autobahn/Par kway/Expressway as
manufactured by Harbinger.
Concrete slab shall have corrective measures taken to repair
holes, depressions, or rough areas. Raised areas or ridges
shall be grinded down. Locate carpet seams at doorways,
parallel to & centered directly under doors. Tape seams with
a 4" wide hot melt tape compatible with carpet backing.
Carpeting shall be installed with a direct glue down adhesive
as recommended by carpet manufacturer.
Color shall be as selected by Architect.
Painting
Prime & prepare all surfaces as recommended b I y manufacturer.
Provide paint as indicated in paint schedule below. All
colors shall be as selected by Architect.
Epoxy paint shall be tru-glaze-4 Epoxy semi -gloss coating
#124XX/12602, as manufactured by Devoe paint. Provide two
coats of Epoxy to a total of 6.0 mils wet film, in acco rdance
with manufacturer's specifications.
Paint Schedule:
Exterior wood trim
- First coat: Prime
- Second & �third coats: Devoe #lXX.
Exterior handrails
Exterior fiberglass reinforced cement
Exterior metal doors and frames
- First coat: Prime
- Second &-third coats: Devoe #419XX
Exterior gypsum board
- First coat: Prime
- Second & third coats: Devoe #502XX
Interior gypsum board
- First coat: Prime
- Second & third coats: Devoe#23XX
Interior metal doors and frames
Interior handrails
Interior metal stairs
- First coat: Prime
- Second & third coats: Devoe #581XX
Interior wood trim
- First coat: Prime
- Second & third coats: Devoe #509XX
Interior wood doors
- First coat: 8 parts #4800 paste and 1 part #96XX
stain.
- Second & third coats: #4600
Division 10 - Specialties
Toilet Accessories
All toilet accessories shall conform to ANSI A117.1 and shall
be manufactured by Bobrick Washroom Equipment, Inc.
r
Paper towel dispenser and waste receptacle shall be model 4B-
39003.
Tilting mirror shall be model #B-294.
Grab bar shall be model 4B76806, in configuration indicated
on drawings.
Toilet tissue dispenser shall be model #B-347604.
Division 11 - Equipment
Not used.
Division 12 - Furnishings
Not used. -
Division 13 - Special Construction
Not used.
Division 14 Conveying Systems
Elevators
Elevator shall be a plan 1, Marquis -25, pre-engineered
hydraulic passenger elevator as manufactured by Dover
Elevator Company., Operatilng speed shall be 100 FPM.
Elevator shall be provided with hall station push buttons,
indicator lights, etc., for a complIete operating system &
shall comply with the state building code.
Elevator cab shall be equiped to meet ANSI A117.1.
Cab front walls shall be stainless steel, balance of walls
shall be plastic laminate. Other finishes shall be selected
.from standard finishes.
-Provide wall hooks & protective mats for -walls of elevator
cab, and liscense holder.
Elevator shall be installed in strict accordance with
manufacturer's specifications and instructions.
Hoistway door & frame shall be baked enamel.
Provide telephone inside cab.
'Elevator shall be provided with fireman's service as required
by Town Fire Marshall.
Division 15 & -16
See mechanical drawingsi
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GENERAL NOTES
GENERAL
ALL STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF, THE BASIC
BUEIDING CODE OF THE STATE OF NEW YORK, LATEST EDITION.
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS,
ARCHITECTURAL AND MECHANICAL DRAWINGS.
ALL . DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR. THE GENERAL
CONTRACTOR SHALL COORD 'ATE AND BE RESPONSIBLE FOR THE APPROVED SIZE
AND LOCATION OF ALL OPENINGS THROUGH ROOF, FLOORS AND WALLS.
ALL EXISTING DIMENSIONS SHOULD BE VERIFIED IN FIELD BY THE CONTRACTOR
5. BEFORE START OF CONSTRUCTION AND STEEL FABRICATION.
ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE
-SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED.
6. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY
BRACING REQUIRED TO MAINTAIN STABILIT Y OF THE STRUCTURE DURING
CONSTRUCTION.
FOUNDATION NOTES
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS.
2. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM CAPACITY OF 2.0
TONS PER SQUARE FOOT.
3. CONTRACTOR SHALL NOTIFY -THE ARCHITECT WHEN CONSTRUCTION IS TO BEGIN
SO THAT SOIL BEARING CAPACITY CAN BE VERIFIED AND FOOTING ELEVATIONS
ADJUSTED IF REQUIRED.
4. BACKFILL WITH APPROVED MATERIAL BACKFILLING UNDER THE SLAB, AROUND
PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS, NOT
TO EXCEED 10": COMPACTION SHALL BE 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. : EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD
WEATHER.
5. ALL EXCAVATIONS MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN
PROGRESS.
6. ALL,COLUMNS AND BEAM BASE PLATES ARE TO BE ENCASED IN CONCRETE OF THE
SAME STRENGTH AS THE CONCRETE SPECIFIED.
7. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE SPACED' NOT MORE THAN
601 O.C. OR 40'FROM CORNERS. NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS
ARE PERMISSIBLE.
8. CONCRETE WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE,
WIND AND POSSIBLE LATERAL CONSTRUCTION LOADS UNTIL SLABS, BEAMS OR
COLUMNS DESIGNED TO LATERALLY BRACE THE FINISHED STRUCTURE, HAVE BEEN
IN PLACE AND HAVE ATTAINED REQUIRED STRENGTHS. TAKE CARE NOT TO
BACKFILL AGAINST WALLS UNTIL THEY ARE PROPERLY BRACED.
CONCRETE
ALL STRUCTURAL CONCRETE SHALL BE CONTROLLED CONCRETE HAVING A MINIMUM
STRENGTH AT 28 DAYS AS LISTED BELOW: '
. CO CRE -TE OVER METAL DECK: 3600 PSI LIGHTWEIGHT.
B. BALANCE OF CONCRETE: (PIERS, FOOTINGS, WALLS, SLAB ON GRADE, FRAMED
SLAB ) - 3000 PSI STONE.
2. ALL CONCRETE EXPOSED TO WEATHER INCLUDING CONCRETE FOR EXTERIOR
FOUNDATION WALLS SHALL BE AIR ENTRAINED.
3. ROD REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,
GRADE 60. USE ASTM A615, GRADE 40 FOR TIES AND STIRRUPS.
4. MESH REINFORCEMENT SHALL BE i7N ACCORDANCE WITH ASTM A185 AND A82,
'MINIMUM YIELD STRESS 70,000 PSI.
5,.' ALL DETAILS, WORKMANSHIP AND PROCEDURES SHALL, CONFORMi TO ACI 318, LATEST
EDITION AND OTHER APPLICABLE MINIMUM STANDARDS, EXCEPT AS OTHERWISE
SHOWN ON,DRAWINGS OR SPECIFIED.
6. ALL BARS MARKED ffCONT" (CONTINUOUS) SHALL BE LAPPED 40 BAR DIAMETERS
AT SPLICES AND CORNERS AND SHALL BE HOOKED OR EXTENDED T -On MINIMUM.
SEE TYPICAL DETAILS. TOP BARS SHALL BE LAPPED AT MID -SPAN, BOTTOM BARS
AT SUPPORT.
CONCRETE POURS OVER STEEL DECK SHALL NOT EXCEED 100 FT. OF LENGTH IN
EITHER DIRECTION.
FEI.L SOLED WITH CONCRETE AROUND SLEEVES, SLOTS AND DUCT OPENINGS IN
FLOORS.
CURING ' OF CONCRETE IS TO START AS SOON AS FINISH OF CONCRETE WILL NOT
HE MARRED BY FINISHING. IT WILL NOT BE PERMISSIBLE TO DELAY CURING UNTIL
THE NEXT MORNING AFTER CONCRETE IS CAST.
10. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING
AND WELDED WIRE FABRIC IN PLACE.
PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCING AS NOTED
IN ACI -318, LATEST EDITION.
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL MATERIAL, FABRICATION AND ERECTION SHALL COMPLY
WITH THE REQUIREMENTS OF THE AISC STANDARD SPECIFICATIOICS FOR STRUCTURAL
STEEL 'LATEST EDITION, AND SUPPLEMENTARY PROVISIONS FOR THE USE OF ASTM
A36 STEEL AND WITH THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE.
2. ALL CONNEC71ONS SHALL DEVELOP FULL REACTION FOR THE BEAM SPAN
ACCORDING TO THE AISC MANUAL OR AS NOTED ON DRAWINGS.
3. ALL SHOP CONNECTIONS SHALL BE BOLTED OR WELDED.
4. 'ALL FIELD CONNECTIONS SHALL BE BOLTED WITH FRIC77ON TYPE BOLTS.
5. ALL BOLTS SHALL BE ASTM A-325 HIGH STRENGTH AND 3/4" DIA. MIN. UNLESS
OTHERWISE NOTED ON DRAWINGS.
6. ALL WELDING SHALL COMPLY WITH THE STANDARD CODE FOR ARC AND GAS
WELDING IN BUILDING CONSTRUC71ON OF THE AMERICAN WELDING SOCIETY. ALL
WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL WELDERS HAVE TO
BE APPROVED BY THE OWNER. USE E70XX SERIES ELECTRODES.
JOISTS
1. ALL STEEL MATERIALS SHALL CONFORM TO ASTM A441 DESIGNATION OR EQUAL.
(50,000 PSI MINIMUM YIELD STRENGTH STEEL.)
2. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD
SPECIFICATIONS OF THE S.Jd.: AND THE REQUIREMENTS OF, THE LATEST NEW YORK
STATE BUILDING CODE.
3. ALL JOISTS ARE TO BE OF WELDED CONSTRUCTION AND H -SERIES OR LH -SERIES.
4. ALL JOISTS ARE TO BE WELDED TO SUPPORTING STEEL WITH A MINIMUM OF 3" LONG,
1/4- FILLET WELD AT EACH SIDE.
5. CAMBER ALL JOISTS AS PER S.JJ. SPECIFICATIONS.
STEEL DECK
1. STEEL DECK SHALL BE CONTINUOUS OVER THREE SPANS, IF POSSIBLE.
2. STEEL DECK SHALL BE WELDED TO SUPPOR71NG STEEL BY WELDS NOT LESS THAN
3/4- DIAMETER SPACED NOT MORE THAN 12- ACROSS THE WIDTH OF ALL DECK UNITS.
WHERE TWO UNITS ABUT - EACH UNIT ' SHALL BE SO FASTENED.. AT PERIMETER OF
BUILDING AND AT EXPANSION JOINTS THE STEEL DECK SHALL BE WELDED TO
SUPPORTING STEEL AT 6" ON CENTERS.
3. THE SIDE LAPS OF ADJACENT UNITS SHALL BE MECHANICALLY FASTENED BETWEEN
SUPPORTS AT INTERVALS NOT EXCEEDING TWO FEET OR AS NOTED ON PLANS.
4. CHECK FRAMING PLANS TO SEE VAIRJA71ONS IN WELDING OF METAL DECK TO
SUPPORTING STEEL.
+
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GENERAL NOTES
GENERAL
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BUEIDING CODE OF THE STATE OF NEW YORK, LATEST EDITION.
ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS,
ARCHITECTURAL AND MECHANICAL DRAWINGS.
ALL . DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR. THE GENERAL
CONTRACTOR SHALL COORD 'ATE AND BE RESPONSIBLE FOR THE APPROVED SIZE
AND LOCATION OF ALL OPENINGS THROUGH ROOF, FLOORS AND WALLS.
ALL EXISTING DIMENSIONS SHOULD BE VERIFIED IN FIELD BY THE CONTRACTOR
5. BEFORE START OF CONSTRUCTION AND STEEL FABRICATION.
ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE
-SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED.
6. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY
BRACING REQUIRED TO MAINTAIN STABILIT Y OF THE STRUCTURE DURING
CONSTRUCTION.
FOUNDATION NOTES
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE
SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS.
2. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM CAPACITY OF 2.0
TONS PER SQUARE FOOT.
3. CONTRACTOR SHALL NOTIFY -THE ARCHITECT WHEN CONSTRUCTION IS TO BEGIN
SO THAT SOIL BEARING CAPACITY CAN BE VERIFIED AND FOOTING ELEVATIONS
ADJUSTED IF REQUIRED.
4. BACKFILL WITH APPROVED MATERIAL BACKFILLING UNDER THE SLAB, AROUND
PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS, NOT
TO EXCEED 10": COMPACTION SHALL BE 95% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. : EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD
WEATHER.
5. ALL EXCAVATIONS MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN
PROGRESS.
6. ALL,COLUMNS AND BEAM BASE PLATES ARE TO BE ENCASED IN CONCRETE OF THE
SAME STRENGTH AS THE CONCRETE SPECIFIED.
7. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE SPACED' NOT MORE THAN
601 O.C. OR 40'FROM CORNERS. NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS
ARE PERMISSIBLE.
8. CONCRETE WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE,
WIND AND POSSIBLE LATERAL CONSTRUCTION LOADS UNTIL SLABS, BEAMS OR
COLUMNS DESIGNED TO LATERALLY BRACE THE FINISHED STRUCTURE, HAVE BEEN
IN PLACE AND HAVE ATTAINED REQUIRED STRENGTHS. TAKE CARE NOT TO
BACKFILL AGAINST WALLS UNTIL THEY ARE PROPERLY BRACED.
CONCRETE
ALL STRUCTURAL CONCRETE SHALL BE CONTROLLED CONCRETE HAVING A MINIMUM
STRENGTH AT 28 DAYS AS LISTED BELOW: '
. CO CRE -TE OVER METAL DECK: 3600 PSI LIGHTWEIGHT.
B. BALANCE OF CONCRETE: (PIERS, FOOTINGS, WALLS, SLAB ON GRADE, FRAMED
SLAB ) - 3000 PSI STONE.
2. ALL CONCRETE EXPOSED TO WEATHER INCLUDING CONCRETE FOR EXTERIOR
FOUNDATION WALLS SHALL BE AIR ENTRAINED.
3. ROD REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,
GRADE 60. USE ASTM A615, GRADE 40 FOR TIES AND STIRRUPS.
4. MESH REINFORCEMENT SHALL BE i7N ACCORDANCE WITH ASTM A185 AND A82,
'MINIMUM YIELD STRESS 70,000 PSI.
5,.' ALL DETAILS, WORKMANSHIP AND PROCEDURES SHALL, CONFORMi TO ACI 318, LATEST
EDITION AND OTHER APPLICABLE MINIMUM STANDARDS, EXCEPT AS OTHERWISE
SHOWN ON,DRAWINGS OR SPECIFIED.
6. ALL BARS MARKED ffCONT" (CONTINUOUS) SHALL BE LAPPED 40 BAR DIAMETERS
AT SPLICES AND CORNERS AND SHALL BE HOOKED OR EXTENDED T -On MINIMUM.
SEE TYPICAL DETAILS. TOP BARS SHALL BE LAPPED AT MID -SPAN, BOTTOM BARS
AT SUPPORT.
CONCRETE POURS OVER STEEL DECK SHALL NOT EXCEED 100 FT. OF LENGTH IN
EITHER DIRECTION.
FEI.L SOLED WITH CONCRETE AROUND SLEEVES, SLOTS AND DUCT OPENINGS IN
FLOORS.
CURING ' OF CONCRETE IS TO START AS SOON AS FINISH OF CONCRETE WILL NOT
HE MARRED BY FINISHING. IT WILL NOT BE PERMISSIBLE TO DELAY CURING UNTIL
THE NEXT MORNING AFTER CONCRETE IS CAST.
10. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCING
AND WELDED WIRE FABRIC IN PLACE.
PROVIDE CLEARANCES FROM FACES OF CONCRETE TO REINFORCING AS NOTED
IN ACI -318, LATEST EDITION.
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL MATERIAL, FABRICATION AND ERECTION SHALL COMPLY
WITH THE REQUIREMENTS OF THE AISC STANDARD SPECIFICATIOICS FOR STRUCTURAL
STEEL 'LATEST EDITION, AND SUPPLEMENTARY PROVISIONS FOR THE USE OF ASTM
A36 STEEL AND WITH THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE.
2. ALL CONNEC71ONS SHALL DEVELOP FULL REACTION FOR THE BEAM SPAN
ACCORDING TO THE AISC MANUAL OR AS NOTED ON DRAWINGS.
3. ALL SHOP CONNECTIONS SHALL BE BOLTED OR WELDED.
4. 'ALL FIELD CONNECTIONS SHALL BE BOLTED WITH FRIC77ON TYPE BOLTS.
5. ALL BOLTS SHALL BE ASTM A-325 HIGH STRENGTH AND 3/4" DIA. MIN. UNLESS
OTHERWISE NOTED ON DRAWINGS.
6. ALL WELDING SHALL COMPLY WITH THE STANDARD CODE FOR ARC AND GAS
WELDING IN BUILDING CONSTRUC71ON OF THE AMERICAN WELDING SOCIETY. ALL
WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. ALL WELDERS HAVE TO
BE APPROVED BY THE OWNER. USE E70XX SERIES ELECTRODES.
JOISTS
1. ALL STEEL MATERIALS SHALL CONFORM TO ASTM A441 DESIGNATION OR EQUAL.
(50,000 PSI MINIMUM YIELD STRENGTH STEEL.)
2. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD
SPECIFICATIONS OF THE S.Jd.: AND THE REQUIREMENTS OF, THE LATEST NEW YORK
STATE BUILDING CODE.
3. ALL JOISTS ARE TO BE OF WELDED CONSTRUCTION AND H -SERIES OR LH -SERIES.
4. ALL JOISTS ARE TO BE WELDED TO SUPPORTING STEEL WITH A MINIMUM OF 3" LONG,
1/4- FILLET WELD AT EACH SIDE.
5. CAMBER ALL JOISTS AS PER S.JJ. SPECIFICATIONS.
STEEL DECK
1. STEEL DECK SHALL BE CONTINUOUS OVER THREE SPANS, IF POSSIBLE.
2. STEEL DECK SHALL BE WELDED TO SUPPOR71NG STEEL BY WELDS NOT LESS THAN
3/4- DIAMETER SPACED NOT MORE THAN 12- ACROSS THE WIDTH OF ALL DECK UNITS.
WHERE TWO UNITS ABUT - EACH UNIT ' SHALL BE SO FASTENED.. AT PERIMETER OF
BUILDING AND AT EXPANSION JOINTS THE STEEL DECK SHALL BE WELDED TO
SUPPORTING STEEL AT 6" ON CENTERS.
3. THE SIDE LAPS OF ADJACENT UNITS SHALL BE MECHANICALLY FASTENED BETWEEN
SUPPORTS AT INTERVALS NOT EXCEEDING TWO FEET OR AS NOTED ON PLANS.
4. CHECK FRAMING PLANS TO SEE VAIRJA71ONS IN WELDING OF METAL DECK TO
SUPPORTING STEEL.
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�
SECTION 03300 - CONCRETE WORK
PART I - GENERAL I
.
7.61 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and
Supplementary conditions and Specification sections, apply to work of
this section.
-
1
1.02 DESCRIPTION OF WORK
. -
. A. Extent of concrete work is shown on drawings. I
�
� B. Concrete paving and %valks are specified in Division 2. .
1.03 QUALITY ASSURANCE.
rds: ComPly with provisions of followint "' codes,
specificiTt-ionsand standards, except where more stringent requirements
are shown or specified.
I I .
1. ACI 301 "Specifications for Structural Concrete for Buildings".
2. ACI 31 8 "Building Code Requirements for Reinforced Concrete".
�
.
3. Concrete Reinforcing Steel Institute, "'Manual of St I andard Practice".
I � I .
�
. B. Concrete TestinF, ��rvice, Engage a testing laboratory acceptable to
Arcmtect to P�rfo i�a erial evaluation tests and to design concrete
mixes.
C. Materials and installed work may require testing and retesting as directed
by Arciftect, at any time during progress of work. Allow free access
to material stockpiles and facilities. Tests, including retesting of rejected
materials and installed work, shall be done at Contractor's expense.
.
1.04 SUBMITTALS
A. P rod ct Data: Submit data for Proprietary materials and items, including
- !!- ;7_
reinror� ment and forming accessories. admixtures, patching compounds,
waterstops, joint systems, curing compounds, dry -shake finish materials,
and others as requested by Architect.
B. Shop Drawings; Reinforcement: Submit shop drawings for fabrication,
bending and placement of concrete reinforcement. . Compiv with ACI
315 "Manual of Standard Practice for Detailing Reinforc�d Concrete
. Structures" showing bar schedules, and arrangement of concrete
reinforcement. Include special reinforcement required and openings
through concrete structu�es,
�
C. Laboratory Test Reports: Submit laboratory test reports for concrete
materials and mix design test as specified.
.
I I - -----. .
�
D. All submittals'shall be, made in a timely manner so to provide the Engineer
with a minimum of two weeks time for review.
PART 2 - PRODUCTS
A. FORMWORK
I
.
. . 1.
I EO s ' Un osed Eini2h Concrete: Form concrete surfaces
whT_h Wiallr b;_ unexposed in finished structure with plywood, lumber,
., metal or other acceptable material. Provide lumber dres'sed on
I at least 2 edges and one side for tight fit.
2. Form Coatings: Provide commercial formulation form -coating
compounds that will not bond with, stain nor adverselv affect concrete
surfaces, and will not impair subsequent treatments of concrete
surfa�ces. .
B. REINFORCING MATERIALS
.
11. Reinforcing Bars: ASTM A615, Grade 60, deformed.
2. Steel Wire: ASTM A82, plain, cold -drawn, steel.
3. Welded Wire Fabric: ASTM A 185. welded -steel wire fabric.
4. MEts or reinforcement: Provide supports for reinforcement
L_
ing bolsters, chairs, spacers and other devices for spacing,
supporting and fastening reinforcing bars and welded wire fabric
in place. Use wire bar type supports complying with CRSI
� � specifications, unless otherwise acceptable.
5. S-0 rade, use supports with sand plates or horizontal runners
LOE s'"
whei; base terial will not support chair legs.
�
6. FOE -to-view concrete surfaces, where legs of supports are
. .mosed _-
. n c ct with forms, provide supports with legs which are plastic
. protected (CRSI, Class 1) or stainless steel protected (CRSI, Class 2).
C. CONCRETE MATERIALS
I �
I. Portland Cement� AsTm C 150, Type 1, unless otherwise acceptable
to Architect. .
2. Normal Weight Aggregates: ASTM C 33, and as herein -specified.
Provide aggregates from a single source for exposed concrete.
,
3. Lightweight Aggregates: ASTM C 330.
4. Water; Drinkable.
�
.
.
.1
,
I
I .
5;- Air Entraining Admixtures: ASTM C 260.
a. Products: 'Subject to compliance with requirements, provide
one of the following:
.
I . . I'Sika Aer"; Sika Corp.
"MB -VR or MB -AE"; Master Builders .
"Dorex AEA"; IV. R. Grace
6. Water -Reducing Admixture: ASTM C 494, Type A, and contain
not more than 0.1% chlan�de ions. .
�
I
. a. Products: Subject to compliance with requirements, provide
one of the following-
�
"Eucon WR -751': Euclid Chemical Co.
"Pozzolith 344';- Master Builders
"Plastocrete l6i)"; Sik. Chemical Co.
.
D. RELATED MATERIALS .
'
1. , Non -Shrink Grout: CRD -C 621, factory pre -mixed grout. I
A. Products: Subject to compliance with requirements, provide
one of the following:
I
Non-metallic .
. "Masterflor 713"; Master Builders
� "Sonogrout"; Sonnebom-Con tech.
. "Euco,-NS'l; Euclid Chemical Co. -
.
.
I 2. L . 9 Ind Membrane Forming Curing Compound: Liquid type membrane -
-
. I fcirEg curing compound compl ' ving with ASTM C 309, Type 1, Class A
unless other ty
. pe acceptable to Architect. Moisture loss not more
than 0.55 gr/sq. cm. when applied at 200 sq. ft./gal.
a . Available Products: Subject to compliance with requirements,
product,,; WFIch may be incorporated in the work include, but
are not limited to the following:
b. Products: Subject. to compliance with requirements, provide
;ne -of the following:
"Masterseal"; .Master Builders
. "A -H 3 Way Sealer"; Anti -Hydro Waterproofing Co.
� "Ecocure"; Euclid Chemical Co.
"Clear Seal": A. C. Iforn
2.02 PROPORTIONING AND DESIGN OF MIXES
A. ft�Tare desip mixes for each type and strength of concrete by either
laboratory trial batch or field e . xperience methods as specified in ACI
301. If trial batch method used, use an independent testing facilit ' v
acceptable to Architect for preparing and reporting proposed mix design.
.
The testing facility shall not be the same as used for field quality control
testing unless otherwise acceptable to Architect.
B. Submit written reports to Architect of each proposed mix for each class
'i7f-concrete at least IS days prior to start of work. Do not begin concrete
production until mixes have been reviewed by Architect. .
�
C. Design mixe to provide normal weight concrete with the following
properties, as indicated on drawings and schedules:
1. 3GOOpsi 28 day compressive strength; W/C ratio, 0.58 maximum
(non -air -entrained), 0.46 maximum (air -entrained).
D. Admixtures:
I
1. Use water --r acing admixtures in concrete as required for plaPement
�_ _�
%,O�abg
and 1tv.
.
2. Use air eat,,'Lin -P , n
�_ _ _ e in exterior ex o,ed co crete, unlc�,s
",Is�7
_ in ir.��. admixtur
othe Add air -entraining admixture at rn&nufacturer�.s
prescribed rate to result in concrete at point of placement having
a total air content with a tolerance of plus -or -minus lilk', within
the following limits:
I
a. Concrete structures and slabs exposed to freezing rind thawing.
deicer cbernicals, or subjected to hydraulic pressure: 6% 1
3. Use admixtures for water -reducing and set -control in strict
compliance with manufacturer',; directions.
4. Water -Cement ratio: Provide concrete for following condition.,
with maii-mumwater-cement (WC) ratios As rollows: , .
I
8. Subjected to freezing and thawing; WC ff_�) u.
b . Subjected to deicers/watertight; WC 0.45. .
5. Slump Limits; Proportion and design mixes to result in concrete
slump at point of placement as follows:
ft. Ra4ps, slabs and sloping surfaces: Not more than 3".
� b. Reinforced foundation systems: Not less than I" and not more
than 311. .
C. Other concrete: Not more than 4".
2.03 CONCRETE MIXES -
A. Ready -Mix Concrete: Comply with requirements of ASTM C 94, and as
. hereirf specified.
�
1. During hot weather, or under conditions contributing to rapid setting
of concrete, a shorter mixing time than specified in ASTM C 94
may be required.
;
1 2. When air temperature is between 85'F (301C) and 901F (32*C),
reduce mixing and delivery time from 14 hours to 74 minutes' and
when air temperature is above 901F (321C), reduce mixing and del�iverY
� time to 60 minutes.
PART 3 - EXECUTION
.
. 3.01 FORMS
A. FABRICATION
I
1. D a,,,, 5 V support, brace and maintain formwork to support
L
7j_ �!�_'
rt and l ight be app!ied until such loads
- can be supported by concrete structure. Construct formwor,k so
concrete members and structures are of correct size, shape.
alignment, elevation and position.
2. Fabricate forms for easy r2Moval without hammering or prying
5 _
u ri�e
�
,
� against concrete . govid e crush plates or wrecking plates
where stripping may damage cast concrete surfaces. Provide top
forms for inclined surfaces where slope is too steep to place concrete
. with bottom forms only. Kerr wood inserts for forming kevways,
reglets. recesses and the like, to prevent swelling and foir c0sv
removal.
3. Form ties: Factory fabricated, adjustable length, removable or
7�111)01`17 metal form' ties, designed to prevent romn deflection, and
- -to prevent Tolling concrete surfaces upon removal. .
4. Provisions for Other Trades. Provide openings in concrete formwor",
to accommodate wort< of other trades. Determine size of openings.
� recesses and chases from trades providing suet, items. Accurately
place and securely support items built into forms. .
I B. PLACING REINFORCEMENT
1. Comply with concrete Reinforcing Steel Institute's recommended
practice for "Placing Reinforcing Bars", for details and method.,
,
I of reinrorcement placement and supports, and as herein .specified.
I
I
.
11 I C. INSTALLATION OF EMBEDDED ITEMS
I
I
1. General: Set and build into woi1K anchorai S
ge device. and other
embedded items required for Other work that is attached to, or
supporled bv, enst-in-place concrete. r
I
I
'
D. CONCRETEPLACEMENT �
1. Placement Inspection: Before placing concrete, inspect and complete
tomwork installation, reinforcing steel, and items to be embedded
� or cast -in. Notify other crafts to permit installation of their work;
cooperate with other trades in setting;such. work.
. 2. .General. Comply with ACI 304 "Recommended Practice for
Measuring, Mixing, Transporting, and Placing Concrete", and as
herein specified. '� ,
i
3. Placing Concrete in Forms: Deposit cohcrete forms in horizontal
layers not deeper than 2411 and in a manner to avoid inclined
construction joints.
�
4. Consolidate Dlaced concrete by mechanical vibrating equipment
supplemented by hand spading, rodding or tamping. Use equipment
and procedures for consolidation of concrete in accordance with
ACI recommended practices. �
. 5. Do not use vibrators to transport concreie inside forms. Insert and
withdraw vibrators verticalIv at uniformly spaced locations not
farther than visible effectiv' eness of macl�ine. Place vibrators to
rapidly penetrate placed layer and at least 6" into preceding laver.
Do not insert vibrators into lower layers of concrete that have begun
. to set.
.
6. Concrete Slabs: Deposit and consolidate concrete slabs
U_
nuou"
I c4n ,� operation, within limits of construction joints, until
L'a-
in a
the placing of a panel or section is completed.
7. Consolidate concrete during placing operations so that concrete
oroughly wori(ed around reinforcement and other embedded
items and into comers.
.
.
8. Rang sl b su aces to correct level with. straightedge and strikeoff.
_
Use bj� -
fl ,�a4
ts or darbies to smooth surface, free of humps or hollows.
Do not disturb SLEIb ,surfaces prior to beginning finishing operations.
9. MaintaLn Eeinforcing in proper position during concrete placement
operati on, �
I
10. Cold Weather Placing: Protect concrete wori< from plivsical damage
or reduced strength which could be caused by frost. freezing actions,
or low temperatures, in compliance with ACI 366 and as herein
specified.
11. When temperature has fallen to or is expected to fall below 401F
(41C), uniformly heat water and aggregates before mixing to obtain
a concrete mixture temperature of not less than 50*F 001C) and
not more than 801F (271C) at point of placement.
.
12. Do not use frozen materials or materials containing ice or snow.
Do not place concrete on frozen s containing
frozen materials.
'
1
13. Do not use calcium chloride, salt and other materials containing
� antifreeze agents or chemical accelerators, unless otherwise accepted
In mix design.
14. Hot hleather Placing: When hot weather conditions exist that would
seriously impair quality and strength of concrete, place concrete
in compliance with ACI 305 and as herein ,specified.
1 5. Cool ingredients before mixing to maintain concrete temperature
at time of placement below 901F (321C). Mixing water mav be
chilled or chopped ice mav be used to control temperature provided
water equivalent of ice is calculated to total amount of mixing water.
Use of liquid nitrogen to cool concrete is Contractors option.
1
16, Cover reinforcing sleel with water soaked burlap if it becomes too
� hot, so that steel temperature will not exceed the ambient air
temperature immediately before embedment in concrete.
1
17. Use watcr-reduci,ng retarding admixture (type D) when required
by high temperatures. low humidity, or other Adverse placinp%
conditions.
E. FINISH OF FORMED SURFACES .
.
I . Smooth Form Finish: For formed concrete surfaces exposed-to-viev..
or that are to be covered with a coating material applied threct]v
to concrete, or a covering material applied directIv to concrete,
such as waterproofing. dampproofing, painting or other similar sy�tcrn.
This is as -cast concrete surface obtained with selected form facing,
material, Arranged orderly and s ' vmmetricallv with it minimum of
.seams. Repair and patch defective areas with fins or other projections
completely removed and smoothed.
F. MONOLITHIC SLAB FINISHES
1. Scratch Finish: Apply scratch finish to monolithic slab surface,
that are to recei . ve �-oncrelo floor topping or mortar ,setting beds
for tile, Portland cement terrazzo and other bonded applied
cementitious finish flooring material, and as otherwise indicated.
*
After placing slabs, place surface so that depressions between high
spots do not exceed -'" tinder a 10' straightedge. Slope surfaces
'
uniforml * v to drains where required. After leveling, roughen surface
before final set, with stiff brushes, brooms, or rakes.
1) Float Finish: Apply float finish to monolithic slab surfaces to receive
trowel finish and other finishes as hereinafter specified, and slab
surfaces which Are to be covered with membrane or elastic
waterproofing, membrane or elastic roofing, or sand -bed terrazzo
and a, otherwise indicated.
After screeding, consolidating and leveling concrete slabs, do not
wo for floating. Begin floating when surface
water has disappeared or when concrete has stiffened sufficiently
to permit operation of power -driven floats, or both. Consolidate
surface with power -driven floats, or by hand -floating if area is small
or inaccessible to power units. Check and level surface place so
that depressions between high spots do not exceed 5/1611 under a
10' straightedge. Cut down high spots and fill low spots. Uniformly
slope surfaces to drains. Immediately after leveling, refloat surface
to a uniform, smooth, granular texture. .
3. Trowel Finish: Apply trowel finish to monolithic slab surfaces to
15c -exposed-to-view, and slab surfaces to be covered with resilient
flooring, carpet, ceramic or quarry pile, paint or other thin film
finish coating system.
After floating, begin first trowel finish operation using a power -driven
trowel. Begin final troweling when surface produces a ringing sound
as trowel is moved over surface. Consolidate surface by final hand -
troweling operation, free of trowel mari<s, uniform in texture and
appearance, and with a level surface plane so that depressions between
high Torts do not exceed 1/8" under a 101 straightedge. Grind smooth
surface defects which would telegraph through applied floor covering
system,
G. CONCRETE CURING AND PROTEC71ON
1. General: Protect freshly placed concrete from premature drying
and excessive cold or hot temperature.
2. Start initial curing as soon as free water has disappeared from
I concrete surface after placing and finishing. Weather permitting,
keep continuously moist for not less than 7 days.
.
3. Begin final cun�ng procedures im . mediately following initial . curing
and before. concrete has dried. Continue finat curing for at least
. 7 days in ccoMance with ACI 301 procedures. Avoid rapid drying
at end of final curing period. �
4, ,Curing Methods: Perform curing of concrete by curing and sealing
com pound, b ' v moist curing, by moisture -retaining cover curing and _
by combinations thereof, as herein specified.
-
fi. MISCELLANEOUS CONCRETE ITEMS
1. Filling -In: Fill in holes and openings left in concrete structures
for passage of. wor�. bv other trades, unless otherwise shown or
directed, after work of other trades is in place. Mix, place and
care concrete as herein specified, to blend with in-place construction.
Provide other miscellaneous concrete filling shown or required to
complete wor'k.
� 2. Curbs: Provide monolithic finish to interior curbs by stripping forms
while oncrete is steel green and steel troweling surfaces to a hard,
dense finish with comers, intersections and terminations slightly
rounded. .
.
.
3. I Grout base plates and foundations as indicated, using specified non-
iFh-rink grout. Use non-metallic grout for exposed conditions. unless
otherwise indicated. 1
�
.
.
: .
1. CONCRETE SURFACE REPAIRS
.
1. Pa?ching Defective Areas: Repair and patch defective areas with
cement mortar immediately after removal of forms, when "ceptable
to Architect. .
.
J. qUALITY CONTROL TESTING DURING CONSTRUCTION
1. The Owner will employ a testing laboratory to perform tests and
to submit test reports.
2. Sampling and testing for quality control during placement of concrete
may include the following, hs directed by Architect.
3. SaM li�,r Fresh Concrete.- ASTIVI C 172, except modified for slump
to r
,
_kp ly with ASTM C 94.
.
I
a. Slump: ASTM C143; one test at point of .discharge for each
days pour of each tv
.pe of concrete; additional tests when
concrete consistency seems to have changed. ;
I
b. Air Content: ASTM C 173, volumetric method for lightweight
or normal weight concrete; ASTM C 231 pressure method for
normal weight concrete�; one for each days pour of each type
of air -entrained concrete. �
C. Concrete T .
I �emerature: Test hourly when air temperature
u
OF e
J,
anaUbelow, and when 80*F (271C) and above,
i r
!:� "W"Le .0 A
" _�' C
is 40OF 4 nd
and each time a set of compression test specimens is made.
I
d. 20 as on Tes! ecimens ASTM C 31; one :set of 3 standard
cylffiL.�F_ - -
ers or _rNomore,
s
each compressive strength test, unless otherwise
directed. Mold and store cvlinders for laboratory cured test
. -
specimens except when field -cure test specimens are* required.
a. .!;ompressive Strepgth Tests: ASTM C 39; one set for cacti
days pour exceeding 5 cu. yds. plus additional sets for each
50 cu. yds. over and above the first 25 cu. yds of each concrete
class placed in any one day; one specimen tested at 7 days,
one specimen tested at 28 days, and one specimen retained
in reserve for later testing if required.
f. When frequency of testing will provide less than 5 strength
tests for a given class of concrete, conduct testing from at
least 5 randomly selected batches or from each batch if fewer
than 5 are used. ,
.
. g. Test results- will be reported in writing to Architect and
Contractor within 24 hours that tests are made. Reports of
compressive strength tests shall contain the project
- identification name and number, date of concrete placement,
name of concrete testing service, concrete tv
location of . pe and class,
concrete batch in structure, design compressive
. strength at 28 days, concrete mix proportions and materials;
compressive breaking strength and type of break for both 7
day tests and 28 day test.
.
11. Nondestructive T estmr. Impact hammer, sonoscOPe , . or other
nondestructive device mav be Permitted but shall not be used
as the sole basis for acceptance or rejection.
i. Additional Tests- The testing service will make additional
. T_e,T�of _Tn-�C.,,�e concrete when test results indicate ,
specified
concrete strengths and other characteristics have not been
attained in tile structure. ,as directed bv Architect. Testing
service ina ' v conduct test to determine Adequacy of concrete
by cored cylinders complying will) ASTM C 42, or bv other
methods as directed. .
. j. Contractor shall pay for such tests conducted, and anv other
additional testing as may be required. when unacceptable
concrete is verified.
END OF SECTION 03',310
-
SECTION 05120 -STRUCTURAL STEEL
1.01 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and
. Supplementary Conditions and Division I Specification sections, appIv
to w0fic Of this section. . I
'
1.02 DESCRIPTION OF WORK
I
A. Extent of structural steel worl< is shown on drawings, including schedules,
notes And -details to Show, -size and location of members. typical connections,
and type of steel required.
B. Structural steel is that work defined in AISC "Code of SlandnM_ Practice',
�_nd8s othemise shown on drawings.
C. Miscellaneous Metal Fab_r_lcation� are -specified elsewhere in Division .�-.
1.03 QUALITY ASSURAN(-E
A. Codes and Standard 's, Comply with provisions of followine, except A.,
otherwise iuj,c.i��. ' . I
B. AISC "Code of Standand Practice for Steel Buildings rind Bridges".
1. Paragaraph 4.2.1 of 1he above code is hereb ' v modified b% deletion
of the following ,sentence: "This approval constitutes tti . e ow�(,;,N
acceptance of all responsibility for the design adequac� of an%
. connections designed by the fabricator as a part of his prepar-ation
of these shop drawings".'
AISC "Specifications for the Desip. Fabrication and Erection of
Structural Steel for Building,", incli0ing "Commenturv- and
Supplements thereto a, issued.
8. AISC "Specifications for Structural Joints using ASTNI A325
or A490 Bolts" Approved by the Research Council on Riveted
and Bolted Structural Joint., of the EnRinecring Foundation.
b. AI�S 1) 1.1 "Structural %%elding Code".
C. AST.�l Nfi "General Requirements for Deliver%, of Rolled Steel
Plat(!�, Shapes. Sheet 11ilini, and Bars for Structarid Use".
C. 2111difi,ations fo I%eldinr tNorim QUallf'. weldiriR Processes and welding
operators in accordance wit h A JVS "Standard Qualification Procedurel'. .
�
1. Provide certification that welders to be emploYed in work, have
'Ati`facttiril.�, Passed \ WS qualifwation lests.
.1. If rerertifir�ition of ��(,Ider, I, rl-(!; It rod. ",,lostim,, will !,e Contrt_.,-tor,,
- 7 ,,),,,11�1t,1111 - -
63
-
1.04 SUBMITTALS
I
A. Shop Drawings: Submit shop drawings prepared under supervision of a
registered professional engineer, including complete details and schedules
of fabrication and assembly of structural steel members procedures and
diagrams.
1. Include details of cuts, connections, camber, holes and other pertinent
data. Indicate welds by standard AWS symbols, and show size, length
and type of cacti weld.
�
'
2. Provide setting drawings, templates. and directions for installation
. of anchor bolts and other anchorages to be installed by others.
B. All submittals shall be made in a timely manner so to provide the Engineer
. a minimum of two weeks time for review
1.05 DELIVERY, STORAGE AND HANDLING
A. Deliver materials to site at such intervals to insure uninterrupted progress
of won<.
PART 2 - PRODUCTS
..
�
2.01 IIIATERIALS
A. Metal Surfaces, General: For fabrication of work which will be exposed
to view, use only materials which are smooth and free of surface blemishes
including pitting, seam marks, roller m8r-ks, rolled trade names and
roughness. Remove .such blemishes by grinding, or by welding and grinding,
prior to cleaning . � ,
, 7 treating and application of surface finishes.
R. Structu"al Steel Shapes, Plates and Bars: ASTNI A :36.
C. Hi-h-StrLn t,,T,readed Fasteners: Heavy hexagon structural bolts, heav%
F,___ g L L *
,
_
.
",..g.n nut.�, nd hardened washers, quenched and tempered medium -carbon
steel bolts. nuts and washers, complying with ASTM A 325.
D. Electrodes for Weldin- Compl ' %, with AIVS Code.
For NL�! h ,,(,,,,-aIlov steel, provide electrodes 1'70XX. welding
rg�L
rods mci _ equal in strength and compatible in appearance
with parent metal joined.
E'. Structural Steel Primer Paint: Compatible with finish coat. .
�
F. Structural Steel finish Paint: Themec No. 50-330 Polv-Ur-a-prime.
I
G. Hi h -Strength. Bolted Construction: Install high-strength threaded fasteners
in accordance with AISC "Specifications for Structural Joints using ASTNI
A325" (RCRBSJL
�
�
I I
I
Welded Construction: Comply with AWS Code for procedures, appearance
and qualjtv of welds, and me6ods used in correcting welding work.
Assemble and weld built-up sections by methods which will produce true
alignment of axes without warp.
I
� Holes for Other Work: Provide holes required for securing other work
to structural steel framing, and for passage of other wort through steel
framing members, as shown on final shop drawings. I
Provide threaded nuts welded to framing, and other specialty items as
indicated to receive other work.
I
Cut, drill or punch holes perpendicular to metal surfaces. Do not flame
cut holes or enlarge holes by burning. Drill holes in bearing plates.
2.09- SHOP PAINTING
I
A. General:. Shop paint stru . ctural .,;feel, except those momber,� or portions
Tf members to be welded or high-strength bolted with friction -type
connections, or members or portions of members to be embedded in
concrete. 0F, A-��E��S -TZ:�) &y� F7,KF- pF4:%�F�r=L,Z:;i .
B. Ltl!fact Preparation: After inspection and before shipping. clean steelwori,
to be P ainted. Remove loose rust, loose mill scale, and Talter, slag- or
flux deposits. Clean steel in Accordance with Steel Structures Painting
Council (SSPC) ,as follows:
SP -1 "PowerTool Cleaning'?
C. Painting: Immediate1v after surface preparation, appl�l steel primer paint
� .
in accordance with manufacturer's -instructions and a*t it rate to provide
dry film thickness of not less than 1.5 mils. Use painting methods which
result in full coverage of joints, comers, edges and exposed surfaces.
PART 3 - EXECLMON
:I. () I ERECTION .
A. Surveys: Emplo ' v a registered professional engineer or land survevor for,
accurate erection of structural steel. .
B_ ��a_§�OE*ng and Bracing: Provide temporary shoring and bracin,
w�t 1, 0 I_
onnection� of -sufficient strength to bear imposed loads.
Remove temporary members and connections when permanent members
are in place and final connections are made. Provide temporary gu� lines
to achieve proper, Alignment of structures as erection proceeds.
C. Temporary Planking: Provide temporam plankin', And wod,in�_ platforms
as ncces_sar-�� to effectively complele Work.
D. Pi d Assembly: Set structural fram
� as accurately to lines and elevations
indicated. Align and adjust various members forming part of complete
frame or structure before permanently fastening. Clean bearing surfaces
and other surfaces which will be in permanent contact before assemblv.
Perform necessar :
' y, adjustment.s to compensate for discrepancies in
elevations and alignment.
I
1. Level and plumb individual members of structure within specified
AISC tolerances.
1)
SPlice members only whereindicated and accepted on shop drawings.
�
Erection Bol . All field connections shall be made with high-strength
'
bolts. A-325.
3. COm ly with AISC Specifications for beating ,adequacy of temporary
connections, alignment. and removal of paint on ,surfaces adjacent
to field welds.
-1. Do not enlarge unfair holes in Inembers by burning or bv use or drift
. pins. except in secondar - v bracing membe'rs. Ream hoies that must
be enlarged to admit bolts.
5. Gas Cutting: Do not use gas cutting torches in field for corrertiniz,
- fabrication errors in primary structural framing. CuttinQ will '
permitted * , b e
only on secondary members which are riot tinder stre.,�.
as acceptable to Architect. Finish qRs-cilt sections equal to A sheared
Appearance when permitted.
11. Toguch-up Painting-, Immediately after erection, clean field welds,
bolted connections, and abrade� ,area.,; Of shop Paint. Apply,paint
to exposed areas using same material its used for shop painting.
ApplY by brush or -spray to provide minimum dry film thickness of
1.5 mils.
i.119 QUALITY CONTROL
A. Owner will engage an independent testing and inspection agency to inspect
�
high-strength bolted connections and welded connections and to perform
tests And prepare test reports. ,
B. Testing azency shall conduct ft . nd interpret tests and state in cacti report
whether, test specimens compl,% with requirements, and specificaliv state
an.%, deviation therefrom. �
C. Provide 1Jc1-c`,S for testing agenr� to Places where structural steel wor�k
i� being fabricaled or produced .so that required inspection and testing
can be accomplished.
D. Testing Agency may inspect str"(111P,"I steel At plant before shipment:
however. Architect reserves right, at Any time before final it eptance,
to reject material not romplYing , will, speci'fied 1'eqUirements. cc
E. Correct -deficiencies in structural worl,, which inspections and laboratom
test reports have indicated to be not in compliance with requirements*.
Perform additional tests, at Contractor's expense, as may be necessary
to reconfirm any non-compliance of original work, and its mav be necessam
to show compliance of corrected work. . .
SECTION 05200 - STEEL JOISTS
1.1 Applicable provisions of the Conditions of the Contract and Division 1, General
Requirements govern work in this Section. .
1.2 QUALITY ASSURANCE
A. All units shall be famished by a member, in good standing, of the Steel
Joist Institute. and further; .
B. All open web steel joist work shall be in accordance with the Standard
Specifications for Steel Joists of the Steel Joist Institute (SJD.
U. The Contractor shall submit conclusive evidence of having satisfactorily
. completed wori, of similar scope and of having the necessary skill.
equipment, facilities and capacit * y to fabricate and to perform erection
in accordance with the construction .schedules and in full compliance with
all requirements of the Contract Documents. .
'
1). All woric, accomplished As part of this Section shall be in strict compliance
with applicable Municipal. State and Federal Codes. Certification to
thi, is rpquired.
1.3 SC_O_PE OF WORK
A. All materials and labor required for the complete exegution of the work
of this Section, including but not limited to: .
�
�
I
.
* .
I. Provide 'all steel joists, standard open web design in series shown
, on the drawings.
'
2. Perform shop painting and field touch tip of joists and accompanying
metal parts. .
�
3. Provide connections, bridging, bracing, structural welded shapes
for headers, extension members tapered bearing end, beams and
other incidental items necessary and/or required to complete the
work.
4. Provide reinforcing members in webs of joists as may be required
to support mechanical equipment.
Coordinate with Contracts #2, 3 and 4.
1
1.4 SUBMITTALS
I
A. Shop drawings indicating joist sizes, types, configurations, panel spacing.
member .sizes, bridging .size and location, methods of attachment and
all accessories as may be required for the proper installation of joists.
I
�
B. Joist manufacturer shall submit an affidavit with the first submittal of
shop drawings stating that the manufacturer's current design has been
submitted and checked by the SJI and found to conform to their'standard
specification.
.
'
. C. Product data for shop primin � g materials.
'
D. Certification of Specification Compliance.
1.5 REQUIREMENTS AND RESTRICTIONS
�
A. Bridging - use diagonal cross and horizontal bridging only; comply with
reference standard specifications and structural drawings ior si ze, spacing
and anchorage requirements; most stringent requirements in ust govern.
B. End Conditions shall be as follows:
I .
I
, 1. Joists on column center line - bolt to columns.
.
� ��. Joists resting on steel beams - welded to beams.
3. Extend top and bottom chords as shown and/or required to provide
I positive attachment to walls, structure or for applied construction.
4. Minimum bearing - 4 inches or as dictated by joist series employed
and/or detailed. .
I
I �5. Ta er bearing ends of all sloping joists. I
W ,
C. Field measure all conditions where new joists and extensions must be
.
properl ' v related to existing construction.
1.6 DELIVERY AND STORAGE OF MATERIALS I . .
A. The Contractor shall deliver to the site all materials required to complete
the wor%k properly and shall have the neces%arY competent wori<persons
on the site to receive and handle materials. *
.
I
I
B. Before and during erection, all material shall be kept clean, stored and
handled in such a manner as to avoid injury in any way. Each piece shall
be placed so that water cannot stand thereon, nor shall any piece bend
tinder its own or superimposed weights or from any other cause that may
injure it. Any piece showing effect of rough handling will be rejected
And vent oved from the site.
C. Joists damaged so as to cause rejection b ' v the Architect shall be repaired
Or replaced at the expense of the Contractor in a manner satisfactor ' v
to the Architect. Expense of repairs shall include certification as t 0
structural Adequacy by a licensed professional engineer engaged by the
Contractor expressly for this purpose.
I .
� I
PART 2 - PRODUCTS
'
2.1 Steel materials used for the fabrication of joist systems shall be as specified
within the Reference Standard for the particular system and/or as shown on
the structural drawings. - .
I
I
I
.
2.2 - PAINTING. .
A. The standard shop paint shall conform to one of the following:
1. SSPC Specification 15-68, Type 1.
.
2. Federal Specification T7 -P-638. I
1
3. or, shall be a shop paint which meets the minimum performance
requirements of one of the above listed specifications.
Materials shall be as manufactured by Tnemec; DuPont; Glidden; Devoe:
I Rust-Olcum or Sherwin Williams.
I
B. All materials shall be delivered in original sealed containers with identifying
brand, number and name and shall be used without Any admixture.
.
C. Clean steel of scide, Past. oil, moisture and dirt before applying shop paint.
I
D. Apply one shop cost afte� fabrication to thickness as recommended bv
'
the manufacturer of the coating and/or SSPC requirements governing
such coating material.
.
2.3 FABRICATION I
A. Meet applicable requirements of SJI. AISC and ASTM for ty
, pes of bat,
joists indicated.
B. Completely fabricate joistsin shop.
.
C. Steel joists may be fabricated from hot or cold formed sections, strip
or .sheet steel. welded together.
,
1). Joint members Along lines of centers of gravity of sections or increase
size to allow; for cerentricitv.
.
E. Manufacture and fabricate joists to suit requirements indicated, including
extended chord,, camber, slope, Anchorage and bearing.
F. Assume responsibility for dimensions and fit.
PART 3 - FXFCUTION
:3. I I_NsPEcTiON .
'
A. Examine all work prepared b% others to receive work of this Section and
.
report any defects Affecting installation to the Contractor for r�orrertion.
Commencement of' worl< will be oonstrued As complete Acceptance of
preparalor% ,.�ori,� b% others. . 1
3.2 EREC71ON
A. Joists shall have a minimum bearing of four (4) inches or as noted on the
drawings. �
B. Anchor each joist on steel members with continuous welds or bolting as
shown and/or specified herein. Welding shall conform with the best
practices as recommended in the A WS Code.
I
C. Cutting away of flanges or web sections of joists during any portion of
construction is prohibited. .
D. Joists shall be set in designated locations, true to lines and levels indicated
on drawings, placed straight and parallel.
E. Joists shall be permanently bridged and fastened before subjecting tile
panel to construction or other loads. Caution shall be exercised to prevent
undue load concentrations.
I
3A PAINTING
I A Immediately following erection of all joists and accompanying metal parts.
�
retouch anN scraped, rusted, abraded, erection marks, and unpainted
surfaces with same material its used for shop coat. -
R. Painting specified herein does not count a, a coal for finish painting.
finish coating shall be 11.1 specified in Section 09900 where required by
.schedules. .
SECTION 05300 -.METAL DECKING
PART I - GENERAL
1.1 Applicable provisions of the Conditions of the Contract and Division 1, General
Requirements, govern the work in this Section.
1.2 qUALITY ASSURANCE
A. Requirements given herein may be affected bv other related requirements
of the project specification. Correlation. Of contract requirements is
the responsibility of the Contractor.
B. Coordinate wort< with that of all other trades affecting, or- affected bv
. work, of this Section. Cooperate will) such trades to Assure steadY progres . s �
of all worlk under Contract.
C. The wori, under this Section shall be performed by a Fabricator and Erect . or
acceptable to the Architect. The Fabricator and Erector shall submit
conclusive evidence of having satisfactorily completed 1%ork Of -
-ill. equipment. facilities and capacit%
scope and of having the necessary sk similar
to fabricate and to perform the ever tion in accordan,e with the construction
schedules And in full compliance with all requirements of' the Contract
Documents.
1.3 REFERENCE STANDARDS
....
.
� IN. Applicable provisions of the Steel Deck Institute Code of Recommended
Standard Practice and AISI Specification for the Design of Light r;auge
Cold Formed Steel Structural Members shall govern material and
workmanship tinder this Section.
13. Building Code of the Jurisdiction in which the construction is to take
place.
1.4 SCOPE OF WORK �
.
. A. All materials and labor required for the complete execution of 'the wori<
of this Section including but not limited to:
.
1. Provide new roof deck and accessories.
1)
Provide new floor deck, Coordinate with Concrete Section for concrete
and mesh.
3. Provide all necessar " v deck supports oth6r than principal framing
members including diagonals at columns, angles, plates and the like.
I
.
4. Provide flashing. cell closures, closurt plates and sheet metal wor",
required to contain eoncrete.
5. Provide ceiling hanger tabs at new decking where new suspended
ceilings and requi red.
I
1.5 iREM!��� I
A. Samples of each type of decking material.
.
B. Shop drawings for all installations showing gauges, type of deck, where .
located, welding details necessary for.fabrication to fit in place, and all
accessories. Do not use reproductions of thc� Design Drawings.
C. Ceiling tab, fillers, closures and the like.
'
D. Certification of specification compliance. �
PART 2 - PRODUCTS �
2.1 MATERIALS I
-
A. Steel Decking: ASTM A611, Grade C -for roof areas and ASTM A446, .
Grade A; Coating G90 for floor decks. -
The Contract Documents indicate either the required section profile and
gauge, or the required section modu]us and moment of inertia, computations
for which shall be in accordance with conventional methods of structural
design. Such computations shall reflect the concept of Effective I
Compression Flange Width AS limited bv� the appropriate provisions of
AISI's "Specification for the Design of Cold -Formed Steel Structural
Members". Where steel decking is to be painted after installation, it shall
be given a shop applied Pretreatment prime coat.
No substitutions are permitted except 'is specifically approved by the
Architect for structural capacity, weight and fire resistance rating. o
B. Anchor clips, vent clips, welding washers. flashing, saddle plates, sump I
pans, other accessories shall be those types, sizes and configura n '
recommended by the decking manufacturer,, and shall be of the saroe
material and finish as the deck units.
I
C. Cell closure flexible st I tips, and fillers shall be of material In compliance
with applicable building code governing class'of construction. I I
D. Provide metal closure strips at edges of all slabs and openings which serve
as pour stops for concrete. Gauge shall be sufficient to span or cantilever
from steel beams. .
I
�
E. Roof sump pans: Fabricate from 0 .single piece of galvanized sheet steel
of the same quality as the deck units; not less than nominal 0.7411 (14
gage) thick before galvanizing-, with bottoms level after ere'tioa and
� sloping sides to direct water flow to the drain, unless otherwise shown.
Provide sump pans of adequate size to receive roof drains with bearin�
flanges not less than 311 wide. Recess pans not less than I � " below th'Q
roof deck surface, unless otherwise shown or required by deck configuration.
Weld to deck at maximum 12,, O.c.
.
I
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2.2 -
I
'
A. Supply manufactured deck units in accordance with the applicable
requirements of the Steel Deck Institute's "Design Manual for Floor Decks
and Roof Decks", and design criteria as indicated. .
�
B. Standard roof deck, floor deck shall be manufactured by one of the
following; .
,
1. Inland Steel Co. �
1
2. Wheeling Corrugating Co.
1
3. Cyclops Steel Corp.
4. United Steel Deck Inc.
�
I
�
C. Deck material shall be delivered free from oil or other contaminants which
. ��he adhesion of either spray -on fireproofing or concrete
toppings.
2.3 FABRICATION
4
A. Fabricate deck units in accordance with the AISI's "Specification for the
Design of Cold -Formed Steel Structural Members" and accepted shop
drawings. Fabricate deck units to the sizes and configurations indicated
and cut to lengths which will span not fewer than three supporting members,
�
I
and have joints only over supporting members; use only fall length units
at overhangs where indicated, in a manner such that laps fit tightly. Locate
openings for penetrations where indicated and provide suppori framing
and edge reinforcement for all openings.
PART 3 - EXECU71ON �
.
3. I INSPECTION
.
A. Examine all work prepared by others to receive work of this Section and
report any defects affecting installation to the Contra*ctor for correction.
Commencement of work will .be construed as complete acceptance of
Preparatory work by others. .
B. If the supporting beams are not properly aligned or sufficiently level to
permit proper bearing of the steel d*cking units, the steel decking
contractor shall bring the matter to the attention of the Contractor for
corrective action. The steel decking units are not to be placed until the
necessary corrections are made.
C. Installation of deck will be inspected by the Architect and/or Owner's
Representative.
3.2 ERECTION
A. The erection of the steel decking shall be performed according to the
manufacturer's standards. Erection shall closely follow the erection of
structural steel.
I
B. The steel decking units shall b . a placed on the supp'orting steel framework
and adjusted to final position before being permanently fastened. Each
unit shall be brought to proper bearing on the supporting beams.
C. Decking units shall be fastened to the steel framewo* at ends of units
and at all intermediate supports by 3/4 inch diameter puddle welds spaced
not more than 12 inches o.c. across width of unit. At perimeter of building
and at expansion joints, the steel deck shall be welded to supporting steel
at 61' o.c. Steel deck, where possible, shall Tan three or more supports.
D. The side laps of .adjacent units shall be fastened by approved method (to
be shown on shop drawings) between supports at intervals of 2 feet between
supporting beams. End laps of sheets shall be a minimum of 2 inches.
I
E. All welding shall be done by competent, experienced welding mechanics.
All welds, shall be given a prot'ectiv,e coat of paint.
F. All abraded or damaged protective surfaces of steel decking work and
permanent form wori, shall be touched up with a protective coat of paint
by this Contractor as erected.
G. Metal hanger tabs shall be insta][led at all panel sidelaps 24 inches O.C.,
longitudinally 25 inches o.c. to create a grid nominally 24 inches X 24
-
inches. Tabs shall be 18.gauge, capable of supporting the specified ceiling,
and shall be adjustable.
,
3.3 CLEANING UP
.
.
A. Remove all equipment; unused material., and debris from the .site
immediately upon the completion of this wor1k.
I
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GENE]3,&&.. NOTES
1. CIRCUIT NUMBERS SHOWN ARE FOR DESIGNATION OF CIRCUITS
ONLY. ACTUAL CIRCUIT NUMBERS TO BE USED SHALL BE AS
PER FIELD CONDITIONS.
2. THE DRAWINGS ARE.TO BE CONSIDERED SCHEMATIC ONLY AND
bO NOT NECESSARILY SHOW THE EXACT LOCATION AND
DETAILS OF THE WORK TO BE INSTALLED.
UNFINISHED
3. CONDUIT AND WIRING SHALL BE RUN EXPOSED IN
AREAS AND CONCEALED IN FINISHED AREAS.
4.- ALL WORK SHOWN ON THE DRAWINGS IS NEW UNLESS
OTHERWISE NOTED.
5. REFER TO ARCHITECTS REELECTED CEILING PLAN FOR EXACT
LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURESp
6. THE USE OF FLEXIBLE CONDUIT FROM FIXTURES TO JUNCTION
BOXES IS PERMITTED ONLY WHEN A SEPARATE GROUND WIRE
IS INSTALLED WITH CONDUCTORS INSIDE THE FLEXIBLE
CONDUIT. THE GROUND WIRE MUST BOND THE FIXTURE
HOUSING TO THE JUNCTION BOX.
7. ELECTRICAL CONTRACTOR TO VERIFY SWITCH LOCATIONS WITH
THE ARCHITECT PRIOR TO INSTALLATION.
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1.
WORK UNDER ELECTRICAL SECTIONS
14. WIRING METHODS
a.
The work to be performed under these sections, shall
The following wiring methods shall be used:
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consist of the furnishing of all labor, materials, fixtures
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and equipment for the complete installation of electrical
a. Concealed work in concrete shall be minimum #12 copper,
light and power system and auxiliary systems, as indicated
type THHN or THWN with ground, in protective rigid steel
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on the plans and/or called for in this specification.
conduit.
2�
WORK INCLUDED
b. Concealed work in dry wall or ceiling construction shall be
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BX, with ground wire. No 12 copper wire minimum, except
Without restricting the generality of the foregoing, the following
fire alarm system wiring which shall be run in EMT.
items are specifically included:
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C. Liquid -tight flexible steel conduit shall be used within
a.
Permanent electric service to building and service and
two feet of all motor connection's (wiring.' type THHN or
metering equipment.
THWN copper).
b.
Panelboards.
C.
Conduit and raceway systems.
d. All wiring shall be run concealed, except for unfinished
d.
Wire and cable for light, power and -auxiliary circuitry.
areas.
e.
Switches, receptacles, other wiring devices.
f.
Conduits, troughing.
e. Electrical Contractor shall install all sleeves in walls
9.
Temporary light and power for construction.
and floors as required for electrical installation.
h.
Fire Alarm and smoke detection system.
Lighting fixtures.
f. EMT exposed in areas as shown on plans 1/2" minimum size
Electrical connection and hook up for all motors.
(wiring: type THHN or THWN copper).
3.
RELATED WORK EXECUTED UNDER OTHER SECTIONS
9. Provide heavy wall rigid galvanized steel conduit for all
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underground runs.
The
following items of work are,called for under other sections.
15. OUTLET BOXES
a.
Finished painting of ;-xposed work.
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b.
Furnishing motors and starters.
This Contractor shall furnish and install, for each and every
outlet indicated on the drawings, standard outlet box for BX
4.
COORDINATION OF WORK AND TRADES
wiring.
This Contractor shall coordinate work with the work of all other
16. OUTLET HEIGHTS.
Contractors and the Utility Company so that there will be no delay
in the proper installation and completion of any related work of
All heights to above finished floor.
other Contractors. The installations of the several mechanical and
Switches 481,
electrical -trades are to be coordinated each with the other so that
Duplex Receptacles 181,
maximum headroom, proper clearances and accessibility are obtained-
Panels - 61-011 to Top of Panel.
The
work must advance as quickly as the building will permit and
must not delay completion of the building. All wiring shall be
All above as directed by Architect.
installed before finished walls are ere.cted� Co ordinate with G.G.
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17. SAFETY SWITCHES
5.
DRAWINGS
All safety and disconnect switches, both fuses and unfused, shall
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he Type A manufactured by Federal Pacific, G.E., or Square "D".
a.
Drawings accompanying these specifications are intented to
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show the generalfarrangement and extent of the work to be
All switches shall be horsepower rated, and shall be of the quick -
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done, but the exact location and arrangement of all parts
make - quick -break type, front operated. Service switches shall be
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shall be determined as the work progresses. The location
approved for service entrance disconnects.
of equipment, outlets, etc., as given on the -drawings are
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approximately correct, but they are subject to such
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modification as may be found necessary or desirable at the
18. SWITCHES AND RECEPTACLES
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time of installation to meet any structural condition.
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Such changes shall be made by the Electrical Contractor
a. Light switches shall be rated 15 and 20 amperes at 125
without additionaLcharges.
volts. Leviton 1451 or equal.
b.
Examine all architectural, structural, and mechanical
b. Duplex receptacles shall be rated 15 and 20 amperes at 125
equipment drawings; note any conditions which may affect
volts, as required. Leviton 5423 or equal.
his work, and care for same in executing his Contract.
C. Plates to be standard shape - white allow steel or as
C.
Prepare complete detail, shop and field installation
selected by Architect.
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drawings necessary for the proper installation of his work.
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These drawings shall be submitted to the Architect for
19. TEMPORARY LIGHT AND POWER
a
approval and such copies of same as are necessary shall be
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provided for -distribution to Contractor for the work of
a. The Contractor shall furnish all labor, materials
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other trades involved in operation at the site.
(including fuses, lamps and replacement thereof) equipment
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and appliances for temporary light and Dower facilities for
6.
ACCESSIBILITY
the project and he shail make all arrangements with Utility
Company for temporary service, metering, etc.
a.
All work shall be installed so as to be readily accessible
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for operation, maintenance, and repair. Minor deviations
b. The Contractor shall pay for all cost of temporary light,
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from the plans ma77 be made to accomplish this, but are
power and current consumed.
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subject to the ai.,proval of the Architect.
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(1) The temporary wiring system shall be installed
7.
EXCAVATION AND BACKFILL
progressively as required for advancement of work and
relocated and replaced as necessary for proper
a.
This Contractor shall perform all excavation trenching and
execution of work and to avoid conflicts or
backfilling as required for his installation.
interference with work of other trades.
b.
All underground conduits shall have not less than 24 inches
(2) When permanent facilities are in place, such permanent
of cover below final grade at all points.
facilities may be used for temporary light and power
provided that at the time of final acceptance of the
8.
GUARANTEE
electrical work, they are made to conform in all
respects to the contract requirements� isolate
All
labor, materials and equipment furnished as part of this
incomplete wiring from circuits in use.
contract shall be guaranteed by this Contractor to be.free of
inherent defects for a period of one (1) year.
(3) The temporary system shall be removed from building
when directed. This Contractor shall be responsible
9.
WALL PENETRATIONS
for repairing building finishes damaged during removal
of temporary service.
All
wall penetrations shall be restored to original conditions.
All
penetrations in and through fire rated walls and barriers shall
20. LIGHTING FIXTURES
be properly sealed and protected.
All lighting fixtures and lamps will be furnished by the
Contractor. He is to install and lamp all fixtures shown. on the
10.
SERVICE
Drawings. Provide all required mounting hardware for specific
construction. Lighting fixtures to be as indicated on the fixture
a.
Contractor shall make arrangements with the utility Company
schedule. Ballasts for fluorescent fixtures shall be class "P"
for a complete electric service installation as shown on
HPF, rapid start G.E. Watt -Miser type.
the plans and specified herein and shall be responsible for
providing all labor and materials necessary for the
installation of the service.
21. FIRE ALARM & SMOKE DETECTION SYSTEM
b.
The Contractor shall, before starting installation, confer
a. Furnish and install all labor, materials and equipment
with and obtain the Utility Company's service layout.
requried for a complete fire alarm system, as covered bv
these Specifications, to be wired, connected and left in
C.
All secondary cables shall be installed, connected by this
first-class operating condition. System shall include -
section.
(1) Fire Alarm control.panel with battery back-up.
d.
Verify locations of pad mounted transformer for secondary
terminations.
(2) Manual pull station.
11.
SERVICE EQUIPMENT AND METERING
(3) Smoke detectors.
a.
Contractor shall provide all service switches, meter,
(4) Audible and visual signals (horn/strobes).
switches as shown with all connections complete. Provide
all feeders to panels as shown on the drawings. Meter and
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(5) Fire Department notification via telephone !eased line
switches shall be Square D, I.T.E., General Electric,
module.
Westinghouse. Service switchesf metering shall meet
Utility Company approval.
(6) Fan shut -down.
b.
Secondary service will be 120/208 volts, three phase, 4
b. All equipment shall be U.L. listed and approved by all
wire.
other authorities having jurisdiction�
12.
PANELBOARDS
C. Secure all approvals as required by the Fire Department and
upon completion of the installation furnish to the
a.
Panels shall be of the bolted circuit breaker type equipped
Architect a letter of approval from the Fire Commissioner
with copper bus, 3 phL.�-;e, 4 wire as indicated on drawings,
for the entire installation.
I.T.E., or G.E., mounted as shown on plans. Panels shall
be of code gauge steel with ample wiring gutters for all
The equipment furnished i -.!der this specification shall be
wires and connections. Breakers shall be of the size and
the standard product of one manufacturer, and shall be
setting as indicated on the drawings. A directory shall be
equal in every way to that manufacturer by Edwards Company.
provided inside the panel door. Directory shall be typed
Catalog and model numbers are intended to indicate type and
in showing items fed by each circuit. Panels shall have
quantity of design and material, as well as operating
snap latches.
features required. If equipment of another manufacturer is
submitted for approval, the Contractor shall state what, if
13. GROUNDING
any specific points of system operation differ from. the
specified system's operation. Final determination of
All work shall be properly grounded in conformance with the
compliance with these specifications shall rest with the
a.
National Electrical Code, Fire Underwriters, Utility
engineer who, at his discretion, may require proof of
Company requirements, and Local Codes.
performance.
b.
All appliance and equipment connections shall be properly
e. Primary power failures, opens/ ground, or any
grounded.
disarrangement of system wiring or components shall be
indicated by a visual and audible system trouble signal,,
The audible trouble system may be silenced, and the system
trouble LED shall remain lighted until the system has
returned to normal operating condition, at which time the
trouble signal shall resound until the trouble signal
switch has been returned to its normal position -
f. -Zoning of manual and automatic alarm initiating devices
shall be as sho,;qn on Drawings and/or zone schedule.
1,
9. The act of operation of any fire alarm station or
activiation of any automatic alarm initiating device shall
automatically.
(1) Cause all audible alarm devices to sound continuously
throughout the building.
(2) Visually annunciate, on the fire alarm control panel,
and annunciating panel, the zone circuit from which
the alarm is initiated.
(3) Initiate the transmission of an alarm signal via
leased telephone lines.
(4) Shut -down selected fans.
(5) Activation of smoke vent ionization smoke detectors
shall cause vents to open. Activation of
magnetically -held door ionization smoke detectors
shall cause doors to close.
h. Control Panelg
(1) Contractor shall furnish and install one Fire Alarm
Control Panel Cat. 5721B or equivalent. The panel
shall be U.L. listed. It shall meet requirements for
power limited fire protection signaling circuits of
Parc C of Article 760 of the National Electrical Code
(NFPA 70) .
(2) The Control Panel s�� ,�il automatically sound the
trouble buzzer, light the trouble lamp and cause the
auxiliary trouble contacts to transfer when a fault
occurs on any supervised circuit. A trouble silence
switch shall silence the trouble buzzer. The trouble
signal shall resound when the fault is cleared (ring
back) and restoration of the trouble silence switch
will silence the trouble buzzer and extinguish the
troiible lamp.
(3) The Control Panel shall have a momentary "Lamp Test"
switch to test all zone and module lamps. City tie
trouble and disconnect lamps may be tested by
momentarily placing the city disconnect switch in the
disconnect position.
(4) The Corttrol Panel shall include an auxiliary Form "C"
contact for each of the following: panel alarm, panel
trouble and remote station alarm. The Control Panel
shall provide terminals with an auxiliary 24VDC
output.
i .
(5) Each alarm receiving one shall include separate red
alarm and yellow trouble lamps to visually indicate
circuit status. The alarm lamp shall flash for alarm
and the trouble lamp shall light steady for trouble.
The alarm receiving zone(s) shall be placement
supervised and provide for:
a) Supervised, Class B circuit for low voltage
ionization or photoelectric smoke detectors and/or
normaly open devices. Shall include provisions
for field selected hormally open or normally
closed SPST, 3.0 amps auxilliary alarm contact and
a zone disconnect switch. The zone shall
accomodate a maximum of 50 photoelectronic smoke
detectors. 5703B-102.
b) Each alarm indicating zone shall include separate.
red alarm and yellow trouble lamps to visually
indicate circuit status. The alarm lamp shall
light steady when that indicating one in on. The
trouble lamp shall light steady for trouble
condition. The alarm indicating modules shall be
placement supervised, and provide for:
c) Supervised, Class B, parallel 24VDC signals. Each
alarm indicating zone shall include automatic
signal disconnect circuitry for protection against
signal ctirrent overload. 5703B-201.
d) The primary ;!ower to the Control Panel shall be
120VAC. The Control Panel shall include -
e) Sealed lead acid battery 9AH. Battery shall mount
in space provided in main control cabinet..
Control panel shall include automatic charging
circuit to maintain battery in charged condition
supervise the connections to the battery and
periodically test the battery under load.
5724B -003/5721B-015.
f) Panel shall be capable of transmitting alarm
signals via a telephone leased line module,
(6) The Control Panel shall have auxiliary alarm relay(s)
which plug into the common Control Panel and provide
two (2) isolated, field selected normally open or
normally closed (DPST) contacts on alarm. Each
auxiliary relay module will have a green status lamp
that will light steady -when the relay is energized and
will be placement supervised. Utilize for Fan
Shut -down as indicated on drawings.
Power Extender:
The Control Panel shall include additional power extender
which increases power capacity of indicating (alarm)
signals by 3.0 amps, 24VDC. 5706B-010, 5726B-010�
The Control Panel shall include a.supervisory meter panel
consisting of a voltmeter (0-50V) which indicates system DC
voltage and a milliamper (0-5mA) which indicates the system
supervisory loop current. Meter panel to be placement
supervised. 57336B.
The Control Panel shall have extended panel which will
provide mounting for control strips, battery pack or power
extender which are not accomodated in main control ca�inet.
5722B.
The Control Panel, including all panel options and
secondary power options shall be enclosed in a steel
cabinet finished in Textured Georgian Bronze, 5730. The
cabinet shall have hinged front door with key lock which
provides access to panel operating controls.
Area Smoke Detectors:
(1) Furnish and install where indicated on the plans
Edwards Cat. No. 6250 smoke detectors. Detectors
shall be of solid state unipolar type, single source,
dual chambe:r :-onstruction-and shall operate on the
ionization principle and be capable ol detecting both
visible and invisible products of combustion. Each
detector shall contain a maximum of 0.5C Americium
241.
(2) The detectors sensitivity range shall be factory set
and shall also be capable of field adjustments to
compensate for special environments.
(3) All smoke detectors shall be equipped with
self -compensating circuitry' to provide maximu
stability against effects of aging dust and film
accumulation. The detector shall be equipped with a
smoke response delay of approximately 5 sec. to
prevent false alarms due to transient smoke.
(4) The detect or shall be designed to latch into alarm.
An alarm condition shall be indicated by a steady red
glow from the lamp (LED) mounted on the detector.
Remotesmoke alarm indicators shall be connected to
detectors where shown on the plans,
(5) A calibrated concealed test switch within the detector
shall be capable of simulating a maximum acceptable
amount. of smoke for alarm. The test feature shall
provide individual local testing of the detector and
shall not require generation of smoke within the
building.
(6) The detector shall be plug-in mounted to a separate
base. The base shall be provided with screw terminals
for field wiring connections. A built-in shorting
device shall be provided on each base to permit
checking of the installation wiring before detectors
are installed. The detector shall plug into the base
by a simple twist and push motion. The detector shall
automatically lock onto its base to prevent
unauthorized removal. The detector shall be removable
by using a special removal tool.
(7) Detectors shall be wired to the Control Panel with a
two wire circuit using 2 conductor copper cable.
Maximum number of detectors per circuit shall be in
accordance with system zoning requirements- and/or the
fire alarm control panel limitations.
(8) Auxiliary alarm operated contacts shall be provided
where called for in the;'plans to provide _supplementary
alarm functions such as fan shutdown, or smoke vent
opening door -;I-osure.
(9) The detector -shall be listed by Underwriter's
Laboratories (UL) under their current standard for
smoke detectors. U.L. 268 with a minimum sensitivity
setting of 1.9% obscuration per foot.
k. Fire Alarm Station:
Furnish and install where indicated on the plans Edwards
Cat. No. 270 -SPO Fire Alarm Stations. Stations shall be of
the non -coded, break glass, sin gle action type. They shall
have a� normally open contact for connection to the system
control panel. They shall be red, lettered with "Pull in
case of Fire" and be UL listed.
1. Fire Alarm Audible/Visual Signals-.
Furnish and install where indicated on the plans Edwards
Catalog#No. 892-2B horn strobe unit. Horns shall be the
electronic type with a minimum of 90 dba output. The
electronic strobe shall be the xenon tube type. The flash
tube shall be covered with a white translucent lexan lens
with "Fire" imprinted in red. The entire horn -strobe unit
shall be housed in a flame retardent housing of high ipact
lexan with U.L. flammibility rating of 94V-0.
M. Remote Annunciator:
Provide and install a remote annunciator where indicated on
the plans. The annunciator shall be an Edwards'. The
annunciator shall be the LED type providing an alarm
indication for each zone.
(16) long -life zone L.E.D. indicators shall be provided.
The face plate shall be smoked plexiglass with the
individual zone information makred on a white indication
area adjacent to the zone LED indicator. A steel trim
shall be pl�ovided for surface or flush mounting as
indicated on the plans.
22. DISCONNECT SWITCHES
a. The Contractor shall furnish ahead of each motor where
specified, indicated on drawings or as required, safety
switches of ampacity, number of poles, fusible or
non -fusible NEMA 1 or NEMA 3R raintight as required. All
switches shall be dual horsepower rated, 250 volts, per 600
volts AC as indicated. All switches shall be fully rated
for peaklet-through current and let -through energy.
23. POWER CIRCUITS
a. All power circuits shall be complete from distribution
point to switch, controller and motor; leaving entire unit
ready for operation. All motors shall be tested for proper
rotation.
b. The�Contractor shall familiarize himself with the drawings
and specifications of all other trades to determine the
extent of this work, and his failure to do so shall not be
held as reason for extra compensation. Any items not
mentioned here but shown on the drawings or described in
the specifications of other trades shall be the
responsibility of the Contractor just as if they were
included here. 4
24. SUPPORTS, MOUNTINGS AND SLEEVES
a. This Contractor shall furnish and install all steel
supporting members, hangers, brackets, inserts, or other
special steel details required and necessary for the proper
installation of electrical equipment being installed by him
at all locations. No equipment will be permitted to be
permitted to be mounted to walls without proper supports
floor to ceiling.
25. SNOW MELTING SYSTEM
a. The "Easy Heat" SI-12OU Snow -Ice Detector control panel
utiligep SOLID-STATE circuitry throughout.
b. Moisture and temperature sensing is achieved by a
pavement -mounted probe assembly consisting of two moisture
detectors (one heated) and a temperature -sensitive
thermistor. output signals from the probe assembly are
combined in the SI-12OU controller, whose output relay is
used to energize a power contactor controlling the
snow -melting system. Moisture sensitivity and temperature
levels are adjustable.
C. Control panel shall be equipped with a thermal delay relay
and a no -hold by-pass time switch. Panel shall, be in NEMA
1 enclosure.
d. "Easy Heat" special purpose contactors for resistance loads
shall be magnetic type in NEMA 1 enclosure. Easy Heat Cat.
No. PC403.
e. All wiring for snow melting system shall be in accordance
with manufacturer,s requirements. Snow mesh cable: Type
"G" -361, W. (60W./FTZ).
f. Contractor to provide complete snow melting system complete
with all components and ready for operation, as
manufactured by Easy Heat heating cable products.
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responsible for-
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ch his ,work ,is in - ,
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to prevent the depositing of scale and slime and
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coupressor power source �
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responsibility" for incomplete, inadequate or
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r than 3/4" drains are shown,
ro
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C.
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1 1 valves, and fittings. Feeders shall be so
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. Control Transformer (factory -mounted)
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system only when the is in operation.
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minimum amount of noise transmission..
position
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o d with 1/2" coated glass fiber
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approval.
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factory leak tested at 300'psig and s .
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minmum 2" ridge on all edges and shall
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Pipe Size
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Iron b'
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canditionst and un .
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15 ft.
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42
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1. GENERAL
Provide all labor, materials, equipment, accessories to
`---d to complete all work i4n con-nection.
c-er_;:,t2'_ons L -ac -a
r
Plh=mbino- on, arawings and as herein s11'DSc_*_1'___.
a'! 'oca" and applicabla. codes.
L _L J_
lementary co_Tid_-'_-t_Jc-,af�, a -,-p :F�
e, ra 1 S upp
2- SCOPE.,, OF W -01c -K
Sanitary drainage piping from all fixtures,, labor..
and equipment including connection -with b_J"_t_ta,
0" _teyond building wall. Vent -,-) -i-pi -acf
point above roof.
b. Water meter back'Llow preventor and supr-,--y piping
f ixtureF and equipment from. connection -a-ter oiitt-ler.
bevond building wall.
J -7,
piping system with fittings and hanger<-,
:�;__)nnection witl)!, site storm sewer 5�-O" be-�.7 n�-1
J_
d E.xcavati= and Backfiii.
e, P11-imb-ing Fixtures
f Pipe disinfection as required by the Health Der-artm-rd-
7P limbing Code.
Valves, piping and f ittings.
9�
h Gas meterings and piping system to 5' -0" beyond
wall.
i. Sprinkler piping to 51-01' beyong building,
Fees and Permits.
3, REL.ATED -WORK SPECIFIED IN OTHER SECTIONS
a Site Improvements.
b,, Rough and Final Grading.
C. Roads and Walks.
d,, Flashing of Pipes through Roof.
4,, SITE CONNECTIONS, TEMPORARY WATER, WATER METER & BACKFLOW
PREVENTOR
a. Contractor shall make all necessary gas, sanitary, storm,
sprinkler and water supply connections between the building
and service 'Lines, as indicated on drawings.
b. New water and sprinkler services shall be installed below
frost line and conformity with the water division of the
Building Department.
C. The Contractor for Plumbing shall provide, install and
maintain a temporary water system for the use of all
other Contractors, including the necessary temporary
water meter, lines, valves, fittings and other appu-rten--
ances all of such size.
d. If necessary, all water lines are to be protected from
freezing.
e. The temporary water system shall be removed by the
Plumbing Contractor when authorized and directed by -the
owner. The Plumbing Contractor shall be responsible for
any damages caused --.o the work by reason of leaky, de-
fective or broken pJLping connections or other appurten-
ances ins talled by him.
.A
The Plumbing Cont-ractor shall bear the cost of keeping
Temporary Watcr System energized. This applies -to
-n C7
day Ln the week which is established as a regular work -J-_-,
day for such trades and holds until completion. of the
9- The General Contractor shall pav water usage charaesc
h. Water, meter shall be furnished and installed. on wa.-L-ler
Pervice'main entering the building and shall be set i-ni
accordance with the regulations of all authorities ha�71_ng.
jurisdiction. Meter installation shall be complete 5--n-'
cluding the necessary control valves, check Va.1-,TeS,-.
strainer.. test tee, air chambers and approved supportc_z,
Meter and strainer shall be as manufactured by Neptune or
4-
Rersev Meter Companies and shall. be approved b -y, tlae
ities having jurisdiction.
j. Backflow preventor shall be equal to Watts Model 9095
reduced pressure,type, bronze body construction, non-ri-sinc,
stem. gate valves, bronze strainer and ball valve t -est.
cocks.
5. GAS METER RIG AND PIPING SYSTEM
a. Furnish and install a gas supply system to gas fired
heatina boilers as shown on drawings.
b. The PlunLbing Contractor shall make all necessary arrange-
ments with the local Utility Company to provide re -7
ser-)rk.ce -as i-ndicated on the drawings.
____1 piping, equipment, valves, relief pipes, brackets.
C -a
t furnished b�:-
me-ers, r-�ducing valve, sleeves, etc. no�
the UtilitV Company and required or indicated will be
furnished and installed by,the Plumbing Contractor.
d. All gas lines shall.be run to drip at low points at encl.
of which a nipple and cap shall be installed.
e. Gas piping shall be tested with air using an air pump ana
mercury gauge. Tests shall.be made by the Plumbing Con-
tractor with his equipment when directed by the Owner.
Testing shall be done with 15 inches of mercury pressures
for a period of three hours.
fS. A.S-BUILT DRAWINGS
As the work progresses, record on one set of utility drawings all -
changes and deviations from the contract drawings in sizes".
grade Record the exact final location of sewers and -wat-er 7`Z�I.C��'_*
and upon completion of the work, transfer accuratelV all S-11-1c.Ci
.records t -c a drawing and deliver same to the Engineer.
- ------ ---- ------
--- ------- - -----
111001sm I Ins 0
X "k- Id 0
1 Water Closet (Type A): 2477.016 "Afwall" toilet with 0
7. SHOP DRAWINGS 12. JOINTS
siphon jet action, elongated bowl, off -floor mounting,
a. All joints, when completed, shall be thoroughly cleaned of 1-1/21, inlet spud, vitreous china, Olsonite #95 open
Submit to Architect for approval prior to fabrication or purchas�e front seatless cover. Set fixture 181, above finished
fully dimensioned shop drawings of the following items; all excess pipe joint materials. Soldered joints shall be
floor. Provide suitable type chair carrier equal to
cleaned smooth.
Josam Manufacturing Company. 7
Plumbing fixtures b. Flush bushings, close nipples, or street ells shallnot be
Valves and other appurtenances used. 2. Lavatory (Type B): 9140.013 wheelchair lavatory
Manufacturers of pipe and fittings vitreous china, front overflow, for concealed arm
c� All threaded joints shall have IPS threads and shall be support, faucet holes on 1211 centers, 2238.129 0 00
8. TESTING OF SYSTEM "Heritage" faucet with 41, brass wrist handles, 7723.018 0)
made up with pipe joint lubricant of standard manufacture drain assembly. Provide suitable type chair carrier - 00
0
applied,only to male threads. 0
a Upon completion of fabrication and before any enclosing o--, equal to Josam Manufacturing Company.
concealing in.any way, furnish all fees, materials, and (D
d. All joints in cast iron pipe shall be made with a picked (D
labor to test all piping and joints for leaks in a manner 19. FLOOR AND AREA DRAINS
acceptable to the authorities having jurisdiction. oakum and pig lead. The joint shall run full at one CY)
pouring and shall be caulked solid, flush with the hub. 42360 floor drain, duco cast iron body, 0
b. All tests shall be maintained for a length of time adecFn a-�, a Twelve (12) ounces of lead shall be used at each joint for a. J. R. Smith
each inch of diameter of pipe. All joints between cast flashing collar and adjustable top and sediment I bucket.
for . careful check, but not less than three hours. iron and steel, between cast iron and copper shall be made 20. FUNNEL DRAIN
C. All tests shall be made in the presence of the Architect as above, or gasket type joints.
and the Plumbing Inspector of the local munic,-.ipality, as a. Same as above except with Fig. No. 3580 funnel.
required. Give not less than five (5) days notice �_o these e. Alf joints in plastic pipe shall be made with approved
parties before making tests. fittings and solvents in accordance with accepted 21. PLANTER DRAIN
standards.
d. The hot and cold water piping systems shall be tested h -yr- a. J. R. Smith #2671 planter drain, duco cast iron bodv, 0
C 13. HANGERS AND SUPPORTS
draulically under 125 psi or 25% over working pressure at- bronze flashing clamp, secured bronze dome with sta-in-less CY)
the ground level before the fixtures are connected. a. All piping shall adequately be supported by means of streel . mesh screen. 00
e. The sanitary, storm and veRt systems shall be tested ;E -S, pe_- hangers and supports of proper structural design. Overhead 22. ROOF DRAINS
local code. lines shall be carried directly on supports or suspended by 1010 ERC roof drain, duco cast iron body with
hangers from supports. a. J. R. Smith #
f. Upon completion of entire plumbing system with all f ixtures combination flashing clamp and gravel stop with aluminLum
set, a smoke test at one -inch water column pressure shall" b,, Piping at all equipment and control valves, etc., shall be dome and underdeck clamp.
be used to test the system for tightness or_Penpe=_Jnt supported so that equipment, valves, etc., can be removed
Vapor Test may be applied in accordance with code when without further supporting the pipe and with minimum dis- 23. WALL HYDRANTS 0
permitted by local authorities having jurisdiction. mantling. (D
a. J. R. Smith Fig. 'No, 5610 or approved equal non -freeze, W 4-a C:
All leaks and "sweating" shall be corrected with new C. Piping shall not introduce any strains or distortion in the cast brass, exposed, 3/41, straight nozzle, hose outlet,
9- materials. Caulking will not beacepted. This Contractor connected equipment. brass casing, solder inlet, key operated, length as (3) 0
shall pay for and make good for all damage to work and required, bronze working parts.
materials resulting from tests. d. Piping shall be supported at intervals of not more than r U)
eight (8) feet, except not more than five (5) feet for cast U
h. After all fixtures are completely set and connected, adjust iron pipe (at each hub) on straight runs. Plastic pipe M 0
the various supply yalves, fixture fittings, etc., so that shall be supported in accordance with manufacturers
E standards. C:
theproper delivery,of water is obtained at all fixture!s cn
and equipment. At this time, all fIxtures, escutcheons,, Z
fittings, nameplates, and finish in general shall be gone e. Pipe groups shall be run parallel, and wherever practical, 0
over completely by the Contractor and left in complete..,,- all piping may be supported on common trapeze hangers. 0 (n
clean, and neat condition. co 5
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f. Hangers shall be large enough to accommodate the specified
9. DISINFECTION OF WATER MAIN insulation thickness.
a. Contractor shall flush the mains thoroughly before 14. SLEEVES, PLATES, AND ESCUTCHEONS
disinfection. Disinfection shall be chloride of lime or an
CL
approved substitute,, and shall be -introduced into the mairus Furnish and install for all piping passing through floors, walls,
by means of- a solution feed device at one end through -a and partitions, furring, roof, ceilings, and foundations, pipe W W Z
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corporation cock. Water shall then be allowed to fiow sleeves of' full thickness of construction, finish to finish. Z Z U0
through the main, and the chlorine shall be added unti.1 I th - Z >3:
required residual of 50 ppm is obtained at the other en,,a. 15. VALVES W Q)w
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The main will then be shut down for a twenty-fdur hour 0 CL
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detention period. Alternate dosage shall be 220 ppm -�r�Tjith a a. Valves shall be installed only in vertical or horizontal W a)
four-hour detention period. Following application of the positions unless specifically otherwise required by the cc D UJ
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chlorine and the detention period, the main will be flushet-f drawings. Z
again. The Contractor will then obtain the service of a
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Health Department approved,laboratory for bacteriological b. Valves shall be of one manufacturer unless otherwise cc W 2
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sampling. If the results of the tests are unsatisfactory', specified. LIJ
the above procedure will be repeated until a satisfactory
sample is obtained. The water mains in question will c . Valves shall be full line size.
remain closed until a satisfactory sample is obtained. One 11
d. The Contractor shall furnish all valves as may be required
bacteriological sample per 500 feet of pi,pe,shall be ta;��en. cc
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The Contractor shall have as many samples as required. Tj�Y.C_ for the proper control of various apparatus and pipe lines, LLJ M
Engineer is to receive two copies of the sampling report -E installed under this specification so that any fixture, Z
directly from the laboratory.., line, or piece ofequipment may be cut out for repair with- 0 Z
out interference, interruption of the service to the rest Z
10. PIPING REOUIREMENTS of the building. All valves shall be designed for
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repacking when open under pressure.- Valves as manufactured W -J
a. All piping shall be grouped wherever practic�Ll, installed by Nibco, Scott or Hammond. 0
in straight parallel lines arranged and aligned in a <
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uniform dire*ct manner., All changes in direction of Piping 16. INSULATION
shall be made with fittings.
b. Pipe lines shall be supported in such manner that pipe a. All work shall be performed in strict accordance with the
manufacturer's recommendation and the intent of this
lines shall not sag or buckle. specification.
C. Piping shall be carefully installed to provide for proper b. All insulation shall be supplied to clean, dry surfaces,
alignment, slope, and expansion. butting all end sections or surfaces firmly together.
d. Horizontal piping shall be rut at right angles and shall C. Insulation shall be one piece 1/21, thick fiberglass for
not run diagonally across rooms or other piping. Slope storm, hot and cold water piping. Install (anti -sweat)
sanitary & storm piping at 1/8" pitch per foot. vapor barriers insulation on all cold water and storm
e. Increase below roof to 41, size all soil, waste and vents piping.
extending through roof. d. Insulation will be required on exposed piping and hot and
11. PIPING MATERIALS' cold water piping within ceilings and all walls.,
e-. Insulation must be continuous through pipe hangers and
a. Ho . t and Cold Water Piping, above ground: Type "Ll' hard sleeves.
drawn copper tubing and cast solder fittings using 95-5
tin -antimony medium temperature solder with melting point
f. At each hanger provide insulation protection sheild.-
above 450.degrees F.
mom
9. All insulation shall be U.L. rated nonLcombustible type
b. Underground Water Service: Type "K" soft annealed copper classified flame spread -25, smoke developed -50.
tubing using 95-5 tin -antimony solder. Provide required
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adaptors for site water distribution. 17. DOMESTIC HOT WATER HEATER
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C. Vent, storm and Sanitary Piping above grade: Schedule 40 a. Furnish and install as shown on dwgs., electric hot water �LJ6
galvanized steel pipe; galvanized cast iron, recessed, heater as manufactured by State Water Heaters Co. or cc 0
screwed drainage fittings or extra heavy cast iron soil. approved equal Model CV-10-IMSI-K. Tank shall be tested UJ Z
(5 r. - <
pipe and fittings. Option to use, as permitted by -Local Cn
Code, copper DWV system with 50-50 tin -antimony solder, for 300 psi and guaranteed to 150 ps-L working pressure. 0 :2 (-)
ABS Schedule 40 DWV with solvent welded or screwed joints Heating element shall be copper rod with 2000 - watts sum :D
meeting CS -270-65, PVC Schedule 40 DWV with solvent welde"� controlled by unit mounted thermostat. Heater shall be 120 cc _J
volts, 60 cycles, 1 phase, and tested by Underwriter's CL LJ_
joints meeting CS -272-65. Laboratories. Provide for heater, a pressure and I -
temperature relief valve with overflow pipe. Tank shall LLJ iL C)
d. Sanitary and storm Piping below grade and to connection carry a full five (5) year warranty.
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with site sewer: extra heavy cast iron bell and spigot LM
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soil pipe and fittings. Provide required adaptors for site 18. PLUMBING FIXTURES
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storm sanitary sewer distribution. W cf)
a. Each fixture shall be complete with all required trim as 0 W
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e. Gas Piping: Gas piping inside. the building shall be specified, included but not limited to legs, supports, 0. (n
Schedule 40 carbon steel pipe with black or galvanized faucets, stop valves, pop-up waste, tail piece, trap, DRAWING NUMBER:
malleableiron fittings. Provide drip legs at all lowl seats, bolts, gaskets, escutcheons, floor flanges, and
points. Gas piping outside buildings shall be painted wit -1_" china caps.
two (2) coats of orange weatherproof paint.
b. Exposed metal trim shall be chrome plated.
f. Pipe shall be fabricated of Schedule 40 black steel pipe,
assembled -with 350 lb. malleable iron, banded, screwed
All fixtures shall he new. All fixtures shall be colors to
fittings, or as otherwise required by Code. be selected by Architect.
d� Also refer to schedule on drawings.