HomeMy WebLinkAboutT-201 GENERAL PROJECT
1. All ideas, designs, arrangements and plans indicated by this drawing are property
of US Architects and ware created for use an and in connection with lhe specifed
project None of the ideas, designs, arrangements or plans shall be used by or
disclosed to any person, firm, or corparation for any purpasa whatsoever wilhout
the written permission of US Architects.
2. Contractors shall verify and be responsible for all dimensions and conditions on
the job. It a discrepancy should exist betwaen a small scale drawing and an
enlarged drawing, enlarged drawing governs. Details govern over plans. Written
dimensions on these drawings shall have precedence over scale dimensions.
Architectural drawings govern over angineering drawings. It discrepancies exist,
raquast written clarificatian from the archilact.
3. The contractor is responsible for checking all conlract documents, field
conditions and dimensions for accuracy and coordination. If there are any questions
ragarding these or other coordination questions, the contractor is responsible for
obtaining a clarificatian from the architect before proceeding with work.
4. As a warrantee, the contractor shall remedy any defects in the work and pay
for any damaga to other work resulting therefrom, which shall appear within a
period af one year from the date of fnal payment.
5. Any damage to areas inside or oulside of the project area caused by lhe
contractor shall be repairad to the status prior to construction at no cost to
owner.
6. All primary and subcontractors shall visit tha site and familiarize themselves with
the existing building and site conditions, the proposed work and the locatian of
surrounding utilities, topography, plants and structures which may impact the
ezeculion of this project.
7. All trades are responsible for installing their wark to allow ceiling haights,
mechanical work, and light fixtures to be located as shown and far informing the
architect in advance if heights or locations can not be achieved. Procaeding with
non-coordinated work is with the underelanding that any costs for correclive
modifications will be the rasponsibility ot tha conlractoc Trada priority shall ba as
follows unless directed otherwise by the architect
a. Structure
b. Electrical lighting fztures
c. Mechanical grilles and diffusers
d. Mechanical ductwork
e. Piping systems (including fre suppression)
f. Electrical conduit
8. All suppliers, primory, and subcontroctors are responsible for tield verifying
as-built conditions prior to fabrication or assembly of building components. The
general contractor shall be responsible for coordination between components
produced by various suppliers, primary, anA subcontractors.
9. Submit shop drawings and schedules to architect for approval for all cabinets,
counters, millwork, hardware, glass, frames, and doors. Allow 5 business days for
architectural review.
10. US Architects is not responsible for safety on the job site. Job safety is the
responsibility of the general contractoc Shoring and demolition are Wtra hamrdous
activities. US Architects recommends that the building not be occupied during
these operotions, except by the skilled personnel required. Design of shoring system
shall be by the contractor.
11. The general contractor shall comply with all building code requirements of the
state or local outhoHty hoving jurisdiction ond sholl obtoin and poy for ull required
ermits fees and ins ections. An ermits re uired for lumbin heatin or
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electrical, shall be paid by the respective subcontractoq but induded in total cost
of construction.
12. It is the contractor's responsibility to keep the wnstruction site neot and clear
Of excess debfis as well as maintoining the adjacent publit roads access the 5ite
clear of mud and construction materiols.
13. Neither the fnal payment nor any provision in the contract documents nor
partial or entire occupancy of the premi5es by the owner 5hall constitute on
acceptance of work not done in accordance with the contruct documents.
14. General conditions of the contract for construction sholl be A.I.A. Document
A201 1987 ond sholl be considered in it5 entiret to be o aft of these
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s ecifications
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15. Whenever the contract, speciticatians, laws, ordinances, or public outhority
require any wark to be speciolly inspected or appraved, the contractor shall give
the govemin9 authority timely notice of its readiness for inspection and of the
date for inspection
16. The architecPs responsibility is limited to the items shown on the drawings.
Obtain the architect's spacific approval prior to deviating from the drawings. Follow
the best trade and engineering practices for the items not specifcally detailed and
indicated.
17. All changas or deviations from the contract, including those for eztra or
additional work, must be submitted in writing tor an approval of the architect. No
verbal orders will be recognized.
18. These general specifcations have not been composed for a speci(ic projecQ
rather they are a generalized sel of notes intended to supplement the drawings to
produce the best building possible for the ownar. Some seclions may not be
applicable to this specific projact.
19. These notes and the drawings may refer to participants in this building project
which may not correspond precisely with the terminology set forth in the contracts
between the wrious artici ants in this ro'ecT therefore owner leasor develo er
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Or "ofher' refers to the same party unless otherwise specified; cantractoq builder
refers to the some parTy unless otherwise specified; architect, designeq interior
desiqner, or engineer refers to the some porty unless otherwise specified.
20. At substantiol completion, provide owner with Operotions and Mointenonce
manuals for all equipment and systems in the project. This will be collected and
OrgGniied into a binder and includes, but is not limited to: warrontie5, instructi0n5,
maintenance pragrams, and operational data for mechanical/ electrical/ plumbing
equipment, installed equipment, elevators, roofing systems, etc.
ARCHITECTURAL
1. AIl dimensions are to the face of stud, structural center lines, or to face of
masonry or wncrete, unless noted otherwise.
2. Do not scale the drawings. If there are any coordination questions or
dimensional discrepancies, the contractor is responsible for obtaining a darifiwtion
from the architect prior to proceeding.
3. Verify all critical dimensions relating to the ezisting structure; existing
dimensions were determined by visual survey and existing drawings.
4. Dimensions and walls reluting to ezisting steel columns are of highest
importance; new walls are to be laid out from columns outward to ensure correct
column placement within thickness of partitions
5. Architectural dimensions take precedence over engineering drawings for electrical
device bcation. If a conflict arises between the architectural and engineering
druwings immediately consult the architect
6. "Align" as used in these documents shall mean to accurately locate taces in
the same plane.
7. All stud walls to have type-x 5/8" mold resistant drywall and full batt
RELEA5E0 FOR CONSTRIICTI�N °
xall designations are not shown through door openings for clarity
Su6jecitocompliancewithallregulations Ils above doors are considered to have rating as reloted wall adjocent
ofStateantlLocalCodes �9s. Fireseal oll penetrations in rated wolls to mointoin fre rating
City of Carmel
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DATE: Qrj�29�20
DEMOLITION
1. Field verify all existing conditions, locations, and dimensions prior
to commencing with demolitian work. Prior to demalition, the
contractor shall conduct appropriate feld surveys and testing to
determine the nature of the ezisting work to 6e removed. Due to the
nature ot renovation work, conditions moy ocwr in the feld that are
not fully represented in these drawings, and the general contractor is
to notify the architect if such conditions conflict with new work to be
done.
2. The owner assumes no responsibility for the actual condition of
structures to be demolished. Conditions existing at the time of
inspection for bidding purposes will be maintained by the owner
insotor as procticol. Howeveq wriations within the structure may
ocwr by owner's removal and salvage operations prior to the start of
the demolition work.
3. The following activities sholl take ploce only on days and time as
approved by the owner.
a. coring or saw cutting of tloors or cmu/concrete walls.
b. jack hammer work
c. work in rooms or Floors other than as shown on the drawings.
d. interruption of power, water, data or other services lo any part ot
the building.
4. Indication of new materials or equipment shall infer all removal or
demolition and patching required ot existing materials and substrates
for proper installation of new work per industry standards.
5. At demolition areas, remove all materials completely leaving
surfaces smooth and ready for new work. Saw cut where necessary.
Use appropriate measures to assure clean, neat surfaces and to
facilitate tie-ins for new work and refnishing existing work to remain.
For wall elements and devices to remain in service on demolished
walls, relocate to the nearest existing or new wall U.N.O. Confirm
bcation with the architect betore proceeding.
6. The wntractor shall repair and patch all interior surfaces which will
be exposed, where deterioration, cracks, damage, dents, holes or any
other damage has occurred. Match adjacent materials it not noted.
7. Where walls or ceilings are removed all adjacent surfaces including
walls, floors, or ceilings, which will remain exposed or provide a
thermal, fre, tenant separation or acoustical barrier are to be
repaired or replaced to like new condition. Match existing if not
specifed. All penetrations thru walls, floors, and ceiling deck shall be
grouted/firestopped around each penatrating elemant as required by
the local code enforcement agency.
8. Contractor shall ensure thal dust and debris is prevented from
entering non-work areas. Compartmentalize with temporary barriers as
required, providing dust-proof enclosures over equipment such as
computeq telephone service gear, and alarm system panels during
construction. Coordinate closure and access with the owner's rep.
9. Rewnnect/reroute or properly terminate existing utilities and
services as required by new work. In demolition areas, removal ot
abandoned mechanical, electrical, and plumbing elements shall be to
or below wall surface to allow specifed new construction and fnishes.
Cap-off or terminate as required.
10. Each trade shall be responsible for cutting and patching in
existing floors, walls and ceiling for their work where required by new
construction. Before commencing with any cutting and patching,
contractor shall have approval of the owner. The generul contractor
shall be ultimately responsible for all cutting, supporting, and
patching, if not covered by a specific trade.
11. See site plan tor extent af site demolition (i.e. Pole lights,
concrete wotks, curbs, and asphalt)
12. The general contractor shall be responsible for proper an0 timety
disposal of all demolished materials. Provide proper waste receptacles
and re uest o rovol on their location and use from the owner.
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Removal of debris shall be coordinated with the owner's re resentative
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with res ect to trons ortation schedule and routin .
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13. The contractor is to retum salvageable materials (doors, frames,
hardware, equipment, and lighting fzWres) to the owner and stockpile
them in an approved construction area. Dispose of lhese materials
ofter owner's review and approval, unless otherwise specifed in the
contract documents.
02 SITE WORK
1. All contractors working with the site in ony aspect sholl review
oll 5ite reloted drowings and Shall Coordinate their work wiih fhe
general contractor and/or other wntraclors.
2. Notify the architect immediately if there are questions regarding
the drawings and/or the specifcations, if unusual varying ar wat
soil conditions are discovered, ar if there are any conflids between
the drawings and the existing conditions.
3. No contractor shall begin work unlil the utility companias have
located and marked all underground utilities and disconnecled any
ulilities that may potentially be a hazard to lhe workers or others.
4. Any underground and above ground utilities to ba abandanad or
removed shall be disconnected prior lo the start of
damolition/construction. These utilities shall than be completely
removed. This is o( particular importance regarding underground
piping which could cause erosion and undertnining of building
footings of not completely removed.
5. Care shall be taken to protect adjacent properties neighboring
the project against damage from construction traffc, work vehicles,
and ezcess site drainage. Provide erosion and runoff control as
required by goveming agencies and good construction practice.
6. For stractures & building slab, control soil compaction to
provide the minimum percentage of density. Compoct the top 12"
of sub grade and each 9" layer of back(ill or fll material at 95�
maz. dry density or 90.� relative dry density when tested in
accordance with ASTM D 1557 or ASTM D 2049 respectively.
7. Pratect ezcawtion bottom against freezing.
8. Do not back fill excavations until the structure is sufficiently
complete to provide horizontal and vertical bracing to the areas of
the foundation being back filled
9. All paved and graded areas must drain properly when complete.
Work that does not drain correctly will be rejected until the work is
corrected.
04 MASONRY
1. CMU shall be ASTM C-90 with type "S" mortaq running bond
unless noted otherwise.
2. Reinforcing bars shall be grade 60 deformed billet.
3. Horizontol reinforcing shall be continuous ladder-type (DuraWall)
�16�� o.c. or os shawn on drowings
4. Vertical reinforcing shall be q5 �448" o.c. or as shawn on drawings,
in fully grouted core. Provide vertical reinforcing at all pmbs, corners,
and ends.
5. Lap reinforcing splices 48 bar diameters. Ends shall have 4" hooks
w/ 4" extensions.
03CONCRETE
1. All concrete work shall, at minimum, conform to the most wrcent
ACI-301-99 standords s ecificatian for structurol concrete and
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ACI-318-2002 building code requirements for reinforced contrete.
Concrete campressive tests shall be performed in attordance with
ASTM C39, with results forworded to the architect One set of
specimens shall be taken for each day of pouring ond each 100cyd.
Each set shall include one specimen tested at 7 EoyS, 2 tested at 8
days, and one retained in reserve. Protect cy7inders from freezing.
2 Follaw recommendotions of ACI-305R-99 when plocing concrete
during hot weather ond ACI-306R-99 durinq cold weather.
3. Form materials shall be wntractor's choice and design responsibility,
selected from standard products with sufficient strength to withstand
hydrostalic head without distortion in excess of permitted talerances
and for easy removal without damage to concrete. Form facing tor
exposed surfaces shall be steel UNO; release agents shall not
adversely affect concrete or interfere with application of coatings. Do
not remove bracing until the concrete has attained the specifed
compressive strength (F'c); for walls supporting soil loads, do not
remove until after back(illing is complete.
4. Reinforcing bars shall be ASTM A615A/615M grade 60 deformed
billet steel bars; welde0 wire fobric shall be ASTM A185, plain type,
flat sheets, lapped 14" min.; tie wire shall be annealed, minimum i6go
wire; chairs, bolsters, bar supports, and spacers shall be sired and
shaped for odequate support of reinforcement during plocement. When
installing reinforcement, compty with ACI-301, dean reinforcement of
loose rust and mill scale and accurately position, support and secure
to insure minimum coveroge, install welded wire reinforcement in
maximum possible lengths, offset laps in both directions and tie splice
laps with tie wire. Lap all bar splices 30zbar diameter, lap all comer
bars. Concrete cover for reinforcing shall be:
a. Footings: 3"
b. Walls: 2'
c. Piers: 1-1/2" � ties
d. Slobs on grode: mid depth
5. Concrete mix design shall comply with ACI specifi<ation
ACh211.1-97, standard proctice for selecting proportions for no�mol,
heavyweight and mass concrete; admiztures to be added as
recommended by ACI-211.1, at rotes specified by the manufocturer,
submit a list of admixtures and rotios to US Architects for review. Use
the following minimum compressive strengths unless noted otherwise:
a Footings and foundations: 3,000 psi � 28 days
b. Interior slabs on grade: 3,500 psi � 28 days (1,800 psi � 3 days)
a Ezterior concrete: 4,000 psi � 28 days, w/ air entrained
d. Lean concrete backfill: 1,200 psi � 28 days
6. Vapor retarder shall be minimum 6 mil polyethyfene below not less
than 2" sand or compacted gravel fill to minimize slab curling; lap all
seams minimum 6" and tape ed9es and ends.
7. Grovel placed below slabs shall be crushed stone or other
acceptable fill as approved by architect. Under no circumstances shall
pea gravel or other smooth round stones be placed below slabs.
8. Joint fller shall be com ressible as holt mastic with felt faces
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com I'n with ASTM D994 1 4" thick and 4" dee .
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9. Connecting to existing concrete: Clean with a steel brush and apply
bonding agent in accordance with manufacturer's instructions. Dowel to
existing work with steel rods, sized as indicated on drawings, in drilled
holes packed solid with non-shrink metallic groul.
10. Concreta finishing: Repair surface defecls, including tie holes
immediately after removing forcnwork. Rub down or chip off fns more
than 1/4" toll. Saw cut joints 1/4 depth of slob spaced 30x slob
thickness within 24 h0ur5 of plG<inq.
a. Wood Float surfaces to receive quarry tile, ceramic tile, and terrozzo
with full bed systems.
b. Steel trowel surfoces to receive car etin resilient floorin
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seamle55 floOrin or Ihin 5et tile.
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a Steel trowel surfoces to be left ex osed and a I o chemical
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hardener oRer slob hos <ured. A I in 3 diluted coats er
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manufacWrer's instructions, allowing 24 hours between coats.
d. Light broom fnish all ezterior walking surfaces U.N.O., power floating
is prohibited.
11. All footings are to bear on undisturbed soil or compacted
engineered fll. Engineered fll beneath floor slabs and over footings
should be compacted to a dry density of at least 959 of the standard
proctor mazimum dry density (ASTM D 698). This minimum
compaction requirement should be increased to 100.'6 tor till supporting
footings. All compaction should be accomplished by placing the fll in
6" loose lifts and mechanically compacting each lift to at least the
minimum specified dry density. Field density tests should be
performed on each Iift to ensure thot odequote compoction is being
achieved.
12. Foundations are designed for normal, stable soil with an ossumed
sofe Oeoring pressure of 2,OOOpsf unless otherwise noted on the
structurol drowings. Verify ollowoble soil bearing pressure at footing
subgrade. Notify the architect if saturated or other abnormal
tonditions.
13. All footin elevations ore to bottom of footin and are referenced
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to (inished tloor elewtian 100�-0". Increose footing depths are required
or directed by the architect.
14. Anchor bolt tolerances are 1/8" center ta center, 1/4" group lo
group. These tolerances must be mainlained for sleel to "fit" It is
aEvised thot the GC check his suD<ontroctor's work prior to pouAng
piers or footinqs. Verify size & location of sleeves, openinqs, embedded
items, etc. and ensure they are in plo<e prior to pour.
1. -fabricate cabinet units in o<cordance w/ AWl P-200
"premi " quality. ��/
2 Pield all dimensions rior to fabriwtion and inst ion of
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casewor� /
3. Countertops s be 3-ply particleboard (maso w/ integral
backsplash whera s
4. Plastic laminate per dule shall be i led on all exposed
surfaces.
5. Cabinetry hardware:
a. shelf rests. formed steel, chr wt for rests � 1" o.c.
b. shelf/counter brockets: si on 796
c. drawer/door pulls: "U" s ed, steel satin finish
d. catches: magnetic, si tanley SP46
e. drawer slides: self- ing, epoxy-coated e w/ ball bearings
between tracks, si um 230M
f. hinges: <on<e self-closing w/ 125' opening, D26 finish, sim.
Blum tlip125
6. Provid other hordware as required for o complete allotion.
7. I cabinets lumb & level w all bbckin . Provide ma 'n
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fl panels as req'd to fill ezisting spaces.
1. AIl wood in contact with the concrate or masanry shall be pressure
treated material suitable for this application. AIl sill plates must be
true and level upon installation. Grout salid below sill plates installed
on an out-ot-level foundation or irregular surtace.
2. Make all cuts true and square far full bearing at structural joints.
Connect all framing sewrely together wilh nails, spikes, screws, or
approved framing connectors as noted. Install any additional
connectors if required by the local building ofticial.
3. Beams and headers shall be constructed according to the drawings.
All plywoad specifed shall be continuous and unbroken for tha entire
length of the beam or header, and shall be glued and nailed to lha
other members.
4. Beam and header bearing area and calumns: beams and headers
shall have double wall studs under each bearing point. This solid
bearing material shall be continuous from the beam or header down
to the faundation. Solid bearing shall be for the full width of the
beam and shall bear on the tull width of the side wall or column
below. See the column schedule and structural details and elevations
of beams that require special or increased bearing.
5. Provide full height strucWral studs at all corners, around doors,
around borrowed light 6ames and behind all wall maunted equipment
and casework.
6. Plywood roof sheathing shall be installed with "H" dips and the
long side shall always run perpendicubr to the framing members.
7. Draft stopping and fre stopping shall be installed as required by
all local and state codes.
8. In noncumbustible construction, provide fre treated blocking as
required for casework and accessories.
1. e-engineered roof trusses shall be installed where shown o e
roo aming plan. Tmsses shall be designed by a professional
engi r in the state where the building is being construcled. hop
drawin bearing the seal of said engineer shall be provided scribim
each in 'dual truss, as well as a placement plan for the ire roof
la ut. drowin s sholl bear the en ineers seal ond si noture.
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Provide an 'nstall oll brocing, conne<tors, temporUry br ing, blockini
etc. necess for a camplete and approved instollotio
2. Camber all ses of spans greater than 50' to nticipated dead
load deflection. it live load deflection by desi to I/360.
3. Design loads unl noted olharwise:
a. 25psf: min. top rd snow load
b. 20psf: top chorG construction loa
c. 10ps£ top chord d load
d. 10psf: bottom chord ad load
e. Wnd load - 90 mph ez ure "B"
f. Driftload5 & Concentrat=d d- d
4. Do not fabricote any tr
architect have reviewed th
days for architects review.
5. Field modifcotion of tri
reviewing these changes w
receiving their written app
6. For all trusses and
details and specifcati .
conFlict with the arc ct:
the most restrictive ondi'
written darificatio
a s rawing
sse n the general controctor ond the
shop wings. Anticipate fve working
��s sholl t be permitted without first
e arch t and or the engineer ond
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�eered lumber, ow the manufachrer's
If these details specifcations are in
or engineers draw s and specifcations,
m shall govern. C act the archilect tor
7. The truss fa cator must su I to the archite with the sho
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drawin s a co of the BCSI 1-03: The Guide to Go Practice For
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Handlin Ins in & Bracin o( Metal Plate Connecte ood Trusses.
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This manu ill be returned with reviewed shop drawin lo the
general c ractor. It is the general contractor's respon ility to
make s that BCSI 1-03 recommendations are followed a
minim standard on this job. It the G.C. subcontracts er ion of
the t ses, the G.C. must ansure that all of his subcontra rs
und tand and comply with BCSI 1-03 recommandations.
II trusses lhis job shall have as a minimum Simpson H-1 tr
chors at each bearing end. See details for additional anchors.
15 MECHANICAL
1. The mechanical contractor shall, in a mannar consistent with the
best trade practices, perform all work and turnish all supplies and
materials, machinery, equipment, tacilities, and means necessary to
perform all work required for the mechanical systems in the project.
All work shall be in accordance with the provisions of the plans and
the latest issue of the applicable codes, rules, and regulations of the
local enforcemant agency having jurisdiction.
2. All mechanical plans and ductwork layouts prepared by the
architect are schematic only. Mechanical contractor is responsible for
actual sizes la uts connection details and veritication of fald
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conditions prior to fabrication.
3. Mechanical contractor shall be responsible for all feld coordination
with other trades to allow for tha proper installation of all mechanical
equipment, devices, and access panels. Undue installation costs shall
not be approved due to a lack of work coordination with the ralated
trades. Notify the architect of all modifications to the work that
varies from the drawings.
4. Electrical specifications for all equipment shall be provided to the
electrical contractor in a timely mannar so that pre wiring and
hook-ups may be made without delaying the progress of the job.
5. Controls, transformation, and wiring shall be furnished and installad
for the complete operation of tha heating and cooling air conditioning
equipment All control wiring shall be by mechanical contractor.
Locate thermostats where shown on the drawings, mounted at 48"
AFF.
6. Ductwork sholl be constructed ac<ording to the lotest SMACNA
standards and the latest ASHRAE guide and data book. All seams in
duUs sholl be taped ofter me<honital <onne<tions are mode.
7. Blonk-off open ductwork during <onstruction to prevent dust and
debris from enterinq the mechanical system. At substantial
completion, reploce or clean filters in ell equipment.
8. The HVAC <ontroctor sholl be responsible for balon<ing the system
after installation. It is not necessary to provide a certifed balance
report unless <alled for el5ewhere in the drewings, but the HVAC
controctor sholl send his balonce report to the architect before
occeptance of work.
9. Duct oll exhoust funs to ridge vent or soffit vent Instoll mokeup
oir to the rehrn oir plenums os per code.
10. Low- efficiency vents shall be minimum 6" closs 'B' type for
combination furnace and water heater, and 4" for furnace only
installation. Provide approved thimble at ceiling, insulation, and roof
penetrations. Install combustian and relief air vents to the
mechanical area. In general, venting and make-up air is to be per
mawfacture's requirements and applicable codes.
15 PLUMBING
1. AIl new work shall conform to current stale anG local building
codes national lumbin code state saNtar code count board of
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health regulations, and any other applicable codes or requirements.
The plumbing contractor shall verify all ezisting underground utilities,
acquire and pay for all permits, certifications, anA inspections, and
perform all work related to gas, water, and sewer utilities. Review
permit (ee cost with architeM for approval.
2. Review all items of eQuipment supPlied by others ( i.e. Kitchen,
laundry, bathing, etc.) to determine ezacUy what is being supplied
and what hookup and accessories are required. It shall be the
responsibility of the plumber to provide all labor and accessories (i.e.
vvacuum breakers, back Flow preventers, pressure reducers, unions,
stops, trops, etc.) needed for o complete installotion but not
supplied with the equipment Any areas in question sholl be reviewed
with the generol coMroctor ond the orchiteCt for dorifi<ation.
3. All hot and cold water supply lines sholl be fully insulated and Nn
concealed in choses, <eiling, or walls except as speci�cally noted as
expo5ed pipinq. Supply piping shall nOt be run in an exterior woll, or
on the surtoce of on ezterior wall, or through on unheated spoce.
4. WGter piping shall be sewred tighHy in oll location5 to prevent
ony rottlinq. If pressure is excessive, provide dead end oir
chambers/ water hammer arrestors abave fxtures.
5. Provide unions and an upstream shutoff volve al pumps, water
heaters, water meter, and other equipment to facilitate maintenance,
replacement, or removal.
6. Provide dielectric union on all water heater connections Final
connections to faucels shall be with a union or compression fitting.
All plumbing fixtures shall be provided with a stop unless otherwise
noted.
7. All floor drains shall be set flush with Floor level. Install metal
pan under finish Floor 12" around Floor drain and seal all joints.
8. Provide trap primere where required by code and or local
governing authorities
9. Provide steel sleaves where pipe penatrates masonry and concrete.
Pack slaeves at complation of work to seal all gaps. Copper piping
penetrating poured-in-place concrete shall be wrapped with artnaFlex
at all penetrations.
10. Plumbing contractor shall be responsible for installing gas service.
AIl piping, gas trains, valves, etc. shall be installed in accordance
with NFPA 54 and the requirements of the local utility. Where not
shown on drawings, determine a pipe route and pipe size for the
service supply line to all gas fired equipment from the meter. All
service lines shall be installed and concealed except where necessary
aquipment connections are made.
16 ELECTRICAL
1. Tha electrical contractor shall furnish all labor and matarial
necessary to provide a complete installalion of electric devices and
wiring in work areas for all power and lighting and other services as
indicated on drawin s and as re uired� rovide all s lices ta s wire
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pulling, equipment connections, and as required per NFPA 70.
2. The electrical contractor shall comply with the requirements of code
enforcement agencies having jurisdiction, the National Electric Code
(NFPA 70), the local utility <ompony, ond the ele<trical utility.
3. Electrical controctor sholl be responsible for oll feld <oordinotion
with other trades relating to the installation of oll electrical equipment
and electrical devi<es.
4. Inform owner fve days in advonte of power shut-off period5 Or
disruption of camputer or communication lines.
5. All wirin cabinets and switchbaards motor controls and all other
9.
electricol e ui ment 5hall be ermonenH and effectivel rounded. All
9 P P Y Y 9
roundin shall be in accordance with cades havin Lrisdiction and
9 9 9 1
sholl meet the approval af the local inspection department.
6. All current-Iimiting devices sholl be rGted for 42,OOOAIC minimum,
unless otherwise noted or approved by architett in writing.
7. Electrician shall label existing ond new breakers os to the function,
In oll panel baxes; provide cbth or fape fyye wire morkers ai
ponelbaard gutters, pull boxes, outlet bozes and junction boxes, eoch
load cannection.
8. Contractar shall run wiring of the proper size and Connect to all
electrical appliances and equipment shown, specified, or required.
COnductors sholl be sized per table 310.16 and ather NEC requirements
in localions with more than (3) conductors in raceway, or ambient
temperatures above 30'q with minimum branch circuit sizes as follows:
20A /J12 Cu, /J12 ground
30A /J10 Cu, /J10 ground
40A /j8 Cu, /j10 ground
SOA k8 Cu, k10 ground
60A /J6 Cu, /J10 ground
9. For all norresidential ro'ects eneral wblin shall be MC or
P 1 . 9 9
better. If a free air return plenum is used in the project, use only
plenum-rated cabling. Unless otherwise noted by architect, home runs
shall be in EMT conduiQ with copper conductors insulated THHN (dry
lowtions), THWN (wet interior lotations), or THW (outdoor�service
locations). Install pullwire in each empty conduit over 10 feet in length
or containing o bend.
10. For telephone, data and other communication service, pathways and
wiring, install wire and cable in accordance with manufacWrer's
instructions and in accordance with TIA/EIA-568.
11. Wull boxes sholl not be ploced back-to-back (offset by mimimum 1
stud) and Flush mounted bozes shall be installed with minimum 6"
separation for acoustiwl privacy.
12. All electrical components shall be installed sewrely, at the
appropriate elewlion, square, level and plumb, as specifed in NECA 1.
13. All lighting and mechanical fxtures to be centered in ceiling grid
tiles unless noted otherwise.
14. The electrical contractor shall be responsible for oll routing and
connections at millwork. Verify bcations with archilect.
REQUIRED SHOP DRAWING SUBMITTALS
1. Provide the following shop drawings and/or product submittals to
the Architect tor review. Allow ten (10) business days for
processing.
-STRUCTURAL STEEL flNBfBR�VB6B-�RtlSSES
-DOORS & DOOR HARDWARE
-WINDOWS & STOREFRONT SYSTEMS
-PLUMBING FIXNRES
-LIGHT FIXNRES
-MECHANICAL UNITS
-ANY PRODUCTS THAT ARE A SUBSTITUTION FOR THOSE
SHOYM ON THE DRAWINGS
THE GENERAL CONTRACTOR SHALL NOT
DISTRIBUTE PARTIAL SETS OF DRANINGS OF THIS
PROJECT FOR BIDDING OR CONSTRUCl10N
PURPOSES WIIHOUT A COPY OF THIS SHEET.
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US Architects
9200 W- SMITH STREET
YOFKTOWN, INDIANA 473H6
iELEPHONE 765-405-1220
FAX 765-405-7219
WEB usarchitectsmuncie.com
JERRY G- HOFFMAN,
PARTNER
KEITH L GARY,
PARTNER
DRAWN:
CHECKED:
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