HomeMy WebLinkAbout006 - A021 - Project StandardsSHEET NUMBER:
COPYRIGHT 2015 CARSON DESIGN ASSOCIATES
JOB NO.
DATE:
DRAWING TITLE:
STAMP:
ISSUE:
MIDWEST
SOUTHWEST
12301 Research Blvd
Bldg IV - Suite 130
Austin, TX 78759
Tel 512.977.0520 Fax 512.977.0384
www.carsondesign.com
9229 Delegates Row
Suite 250
Indianapolis, IN 46240
Tel 317.843.5979 Fax 317.843.5975
A021
I1720009
01.31.18
Project Standards
211 W. Main St., Carmel, IN 46032
Invesque, Inc.
Monon & Main
Suite 400
01.31.18
Construction Documents -
Addendum No.1 01.31.18
GENERAL NOTES & REFERENCE SPECIFICATIONS
12. All Gypsum board panel joints and joints to existing construction shall be taped, bedded in joint compound, and sanded smooth with no visible joints. Edge
trim, corner beads, and pre-formed reveals shall be bedded in joint compound and sanded smooth with no visible joints. Provide proper backing for all reveals
as recommended by manufacturer.
13. In areas to have ceilings open to structure, and where existing gypsum board walls and plaster bulkheads and columns are scheduled to remain, extend and
finish gypsum board or plaster to underside of structure.
14. Provide slip track assemblies at the top of all deck-height partitions to allow for 2" structural deflection.
15. Provide type 2 finish unless otherwise noted.
16. Provide level five (5) Gypsum Board finish behind all specialty wall finishes as recommended by Manufacturer's installation guidelines.
P. Specifications - Division 09 Tile
1. Tile installation, grout and sealer (as recommended by the manufacturer) shall be installed per manufacturer's recommended methods and instruction, using
recommended products and materials to provide a successful installation for proposed conditions. Submittals shall include a brief statement from the
manufacturer's representative outlining the understood design intent specific to this project and identifying the appropriate materials contained in the
submittal.
2. Tile shall be manufactured in compliance with Standard Grade Requirements of ANSI A137.1
3. Installation of tile shall be in compliance with requirements set forth in Handbook for Ceramic Tile Installation: Floors, Cement Mortar Bed - TCA F121; Walls,
Thin-set Portland Cement Mortar - TCA W243; Shower Walls, Thin-set latex Portland Cement Mortar - TCA W244/B415; Shower Receptors, Thin-set latex Portland
Cement Mortar - TCA B415; Expansion Joints, TCA EJ171.
4. Drain covers to be flush with top of tile surface. Adjust drain body or provide spacer and longer screws.
5. Provide extra materials equal to 2% of each type, color, and size of tile from same production run as installed materials. Package extra materials and legibly
label each package with name of manufacturer, materials name, pattern, color, size, and installation area.
6. Provide appropriate trim tiles to match field tile at all base conditions, inside corners, outside corners, and wainscot caps.
7. Provide Solid Surface (Silestone) thresholds, shaped to provide comfortable transition between ceramic tile or other floor finishes, profile to be shaped to meet
ADA requirements. Provide WHITE, honed finish with ASTM C2421 Abrasive Resistance (12 Ha Minimum).
8. Thin-set mortar shall comply with ANSI A118.4. Cement mortar shall comply with ANSI A108.1A. Grout shall comply with ANSI A118.6. Place mortar on properly
prepared substrate, as per manufacturer's instruction. Follow instructions for protection, curing, sealing, and cleaning of tile and grout.
9. At tiled showers, provide field constructed shower liner with appropriate waterproofing extended up adjacent walls, equal to SCHLUTER SYSTEMS KERDI system.
Install as per manufacturer's instructions. Special care is to be taken around shower drain, inside corners, and all penetrations through the waterproofing
system.
10. Refer to Finish Legend for scheduled and specified products.
Q. Specifications - Division 09 Acoustical Ceilings
1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful
installation.
2. At existing ceilings: replace components that are discolored or damaged in any way, in a manner that results in grid system showing no evidence of
replacement work.
3. See Finish Schedule for Accoustical Ceiling Specification, if there is no specification, then Building Standard is to be provided, if no Building Standard, then
Armstrong DUNE #1772 with exposed Tee Grid is to be provided. Match Ceiling Grid and Tile in like kind per room. No exceptions.
R. Specifications - Division 09 Resilient Flooring
1. Installation to be as per manufacturer’s recommended methods and instruction, using recommended products and materials to provide a successful
installation. Flooring and any top coatings shall be slip resistant per TAS 302.1.
2. Contractor responsible for all preparation and construction required.
3. Refer to Finish Legend for scheduled and specified products.
4. Design intent is for flooring transitions to match color of adjacent floor surface. Submit samples to Architect for approval.
5. Provide resilient cove base at all resilient flooring locations. Contractor shall use inside and outside corners and end stops for all areas specified. Use roll goods
only. No seam shall occur within 6" of an outside corner.
6. No seams of resilient flooring shall occur within 6'-0" of any water supply or sink.
S. Specifications - Division 09 Carpet
1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful
installation.
2. Refer to Finish Legend for scheduled and specified products.
3. Provide resilient base at all carpet flooring locations. Contractor shall use inside and outside corners and end stops for all areas specified. Use roll goods only.
No seam shall occur within 6" of an outside corner.
4. Design intent is for flooring transitions to match color of adjacent floor surface. Submit samples to Architect for approval.
5. Provide adequate protection of flooring during construction. Clean as per manufacturer's instructions.
T. Specifications - Division 09 Stretched Fabric Panel Systems
1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful
installation.
2. Refer to Finish Legend for scheduled and specified products.
U. Specifications - Division 09 Painting
1. Installation to be as per manufacturer's recommended methods and instruction, using recommended products and materials to provide a successful
installation.
2. Refer to Finish Legend for scheduled and specified products.
3. In ceiling areas scheduled to be exposed to the existing structure, all items installed above the height of the light fixtures, including (but not limited to)
ductwork, sprinkler system, conduit, and structural slab, shall be painted with drywall paint colored according to the finishes schedule. If no specific finish is
listed, the Contractor shall include a dark gray, matte finish in pricing and coordinate final color with the Architect prior to installation.
V. Specifications - Division 10 Specialties
1. Operable partitions to be as designated in architectural drawings and installed as per the manufacturer's instructions, where applicable. If structural support is
not included in plans, Contractor to allow for required structure to support specified partition.
2. Provide code minimum required signage, to match Building Standard. Where no existing Building Standard, or compliance with Building Standard is not
required, assume fully ADA compliant signage as manufactured by Best Signage Systems (Ph. # 800.235.2378).
W. Specifications: Division 11 Equipment
1. Projection Screens to be as designated in architectural drawings and installed as per the manufacturer's instructions and details provided. Coordinate
installation with ceiling grid, sprinkler piping, electrical, mechanical, and all other trades with work in the area.
2. Contractor shall verify requirements for "extra drop" with ceiling heights and Tenant AV requirements.
X. Specifications: Division 12 Furnishings
1. Verify with Landlord or Building Representative if window blinds are required. If required, Contractor to verify existing and provide window blinds at all exterior
windows.
2. Verify with Landlord or Building Representative if shades are required. If allowed, Contractor to provide window shades as designated in architectural
drawings. Shades to be as specified in Miscellaneous Equipment Schedule and are to be installed as per the manufacturer's instructions. Coordinate power
and switching requirements with electrical drawings, when provided.
Y. Specifications: Division 22 & 23 Mechanical
1. Refer to Mechanical Drawings (WHEN PROVIDED) for complete mechanical specifications.
2. If Mechanical and Plumbing Consultant plans aren't in the set of drawings, the ARCHITECTURAL drawings that reference plumbing and mechanical devices or
equipment are intended to provide general information re: the placement of these items. It is the responsibility of the mechanical and plumbing
subcontractors to provide a complete working installation in accordance with all State and Local applicable codes.
3. Coordinate placement of HVAC diffusers, return air grilles, and thermostats with Architect prior to installation.
4. Plumbing fixtures shall comply with the Indiana Building Code, ICC/ANSI 117.1 – 2003, the Americans with Disabilities Act accessibility guidelines (ADAG 2010)
and all requirements set forth by jurisdictions having authority.
5. Faucets shall comply with Accessibility Standards and ADAAG requirements. Lever-operated, push-type and electronically controlled mechanisms are
acceptable unless otherwise indicated.
6. Hot water and drain pipes under lavatories and accessible sinks shall be installed or otherwise configured to protect against contact.
7. Furnish and install plumbing fixtures as shown. The plumbing fixtures and toilet seats shall be white unless otherwise indicated. All exposed piping and supply
fittings shall be chrome plated unless otherwise indicated. All wall penetrations shall be fitted with chromium plated escutcheons. Escutcheons shall be fixed
to the wall in a bed of sealant or secured by mechanical method.
8. Verify and provide all plumbing required for all equipment for a complete working installation. Verify exact locations.
9. Clean, treat and test all piping systems in accordance with local codes and building standards.
10. Perform air balancing tests and provide a complete report for all devices and air handling units affecting the scope of work for this Project. The report shall be
reviewed by the MEP engineer of Record and by the Landlord, and all deficiencies corrected. Deficiencies outside the scope of work of the Project shall be
fully documented and brought to the attention of the Landlord for review and correction.
Z. Specifications: Division 26 Electrical
1. Refer to Electrical Drawings (WHEN PROVIDED) for complete electrical specifications.
2. If Electrical Consultant plans aren't in the set of drawings, the ARCHITECTURAL drawings that reference electrical devices or equipment are intended to
provide general information re: the placement of these items. It is the responsibility of the electrical subcontractor to provide a complete working installation
in accordance with all State and Local applicable codes.
3. Contractor to verify and coordinate placement of lighting with other trades (structural, HVAC, electrical, plumbing, sprinkler, etc.). Consult manufacturer if
alternate housings are required.
4. Verify and provide power and data connections for all equipment for a complete working installation. Verify exact locations.
5. Provide Ground Fault Circuit Interrupt (GFCI) electrical outlets at areas adjacent to sinks or wet areas as required by code and jurisdiction having authority
requirements.
6. Verify fixture option with Architect prior to installation. Substitutions shall be approved by Architect prior to acceptance of bides and installation.
7. Contractor shall verify all with lighting manufacturer any special requirements (i.e. venting, positioning, etc.) of scheduled fixture types for all installations.
8. Submit fixture cut sheets to Architect for review and approval.
9. Provide exit, night and emergency wall pack lights as required by code and jurisdiction having authority requirements. Coordinate placement with Building
Rules, Architect and Engineer prior to installation.
10. AT MINOR RENOVATION INSTALLATIONS: Outlets and switches to match existing devices installed on site. VERIFY and provide devices called out in Building
Standards, where applicable.
11. AT MAJOR RENOVATION INSTALLATIONS: Replace any existing outlets and switches with DECORA PLUS in WHITE color. VERIFY and provide devices called out in
Building Standards, where applicable.
12. AT NEW CONSTRUCTION/FIRST GENERATION INSTALLATIONS: Outlets and switches to be DECORA PLUS in WHITE color. VERIFY and provide devices called out in
Building Standards, where applicable.
13. Verify color of specialty receptacles or devices with Architect during submittals.
14. Where applicable, Contractor shall provide electrical subcontractor with complete architectural and engineering drawings. The Contractor shall notify
Architect and Engineer of any discrepancies or conflicts prior to bid date for resolution.
15. Floor poke-thru devices in hard surface floors shall be provided with a completely flush closure plate. Floor poke-thru devices in carpet floor shall have an ADA
compliant bezel trim unless noted otherwise. All devices shall carry an appropriate UL listed fire rating and be installed per UL approved details for penetrations
through fire rated assemblies.
16. All devices shall be provided WITHOUT visible manufacturer logos or names.
17. In ceiling areas scheduled to be exposed to the existing structure, all electrical wiring shall be installed in rigid metal conduit tight to structure. Rigid conduit
shall run parallel or perpendicular to primary building structure.
18. In ceiling areas scheduled to be exposed to the existing structure, all data/telecom/AV cabling shall be neatly bundled and supported tight to structure. Any
additional slack shall be coiled and located within concealed ceiling areas.
19. The Architect shall approve all electrical, lighting and cabling layouts in ceiling areas scheduled to be exposed to the existing structure.
GENERAL NOTES & REFERENCE SPECIFICATIONS
24. Existing Cover Plates at Floor Clean Outs (FCOs) shall be cleaned of adhesive, plaster, and other surface materials. Notify Architect of FCO conditions installed
at planned Conference Rooms, Meeting Rooms, or Reception/Lobbies. FCOs to be accessible by Building Maintenance (carpet tile provides concealed yet
accessible condition).
25. Walls around vertical plumbing pipes with Clean Outs (COs) shall provide access to CO via escutcheon plate or access panel. Notify Architect of all locations
prior to installation.
26. Remove all existing power, telephone, and data lines and conduit not in use to meet local electrical code requirements. Contractor shall identify power,
telephone, data lines serving other Building tenants that may pass through the tenant space. If any such lines are discovered, the contractor shall notify the
Architect in writing. Notify Landlord or Tenant of loose or abandoned telephone, data lines etc. Coordinate with Landlord or Tenant for additional instruction
for removal.
27. Make safe abandoned electrical conduits. Remove wiring back to source at all electrical devices abandoned by wall removal or any other new
construction.
28. Check with Building Owner prior to terminating abandoned plumbing at entry to tenant space per code and jurisdiction having authority requirements.
29. No structural or load-bearing construction shall be demolished or damaged as a result of this project unless specifically noted otherwise on the drawings.
Protect all existing structural members during demolition and construction. Brace and shore construction as required for structural integrity of all assemblies at
all times. The contractor shall verify in the field prior to demolition that all items noted to be demolished are not structural. Contact Architect immediately if
the contractors in the field suspect that an item noted for demolition appears to be structural or otherwise load-bearing. Beware of structural columns and or
beams that may be concealed behind finishes that are noted for removal. Exercise caution when demolishing building finishes or partitions. The contractor is
solely responsible for inadvertent damage to the building structural system.
I. Specifications - General
1. The make and model numbers specified are preferred or minimum standards. Other equipment may be considered, if proven equal through a Substitution
Request.
2. All fixtures, equipment, finishes and materials shall be installed per the Manufacturer’s specifications, recommendations and suggested instructions per code
and jurisdiction having authority requirements for proposed conditions.
3. Contractor is responsible to verify the location of any structural elements embedded in the slab such as post-tension cables and reinforcing and other items
through x-ray imaging prior to any anchoring, drilling, floor coring, or cutting, of slab that exceeds 1/2" in depth from the bottom surface of the slab. Contact
building management prior to imaging.
4. No suspended slab cores or slab cuts shall cut or penetrate any structural beam or joist. If any new slab core or slab cut is planned within 2 core diameters of 6"
of any observable, or previous, or new slab core, or cut, even if patched, the Contractor shall provide a letter to the Architect from a structural engineer
licensed in the project's jurisdiction certifying that the new core or cut will not negatively impact the adequacy of the existing floor structure in any way. This
applies to any holes left by demolition activities or discovered existing holes or cores.
J. Specifications - Division 05 Metals
1. All stud walls shall be secured to the concrete floor and ceiling or floor/roof construction above unless otherwise indicated. Coordinate locations of
expansion/control joints with the Architect prior to installation for compliance with design intent. Provide expansion/control joints in the gypsum wall board
walls over 30'-0" in length per the manufacturer's recommendations.
2. All stud or masonry walls extending from floor to roof/floor structure above must provide for a minimum of 2" vertical roof/floor deflection.
3. Provide metal or fire retardant treated wood blocking in new and existing walls for all wall supported items. At all existing walls, patch and repair wall finish to
match adjacent wall surface as required following the installation of blocking.
4. All joints and penetrations of fire rated assemblies to be sealed with approved U.L. listed "F" and "T" systems. Submit product data and installation information
prior to installation for Architect's approval. Label/identify fire rated partitions for future reference on each side of wall above ceiling, concealed from view.
Note the UL assembly designation with 6" red stenciled letters.
5. Hinge side of finish door jamb in metal stud walls shall typically be located 6” from adjacent wall or meet accessibility standards for push and pull side of door
unless otherwise indicated.
6. Metal gauge for partitions shall be 20 Gauge minimum unless noted or required otherwise by span limit, wind loading and deflection requirements. Metal studs
at fire rated partitions shall be 20 gauge minimum unless noted or required otherwise by span limit, wind loading and deflection requirements. Contractor shall
install metal stud framing and all associated assemblies per recommendations of Clark Detrich Building Systems or other manufacturer recommendations for
conditions present on project. Contractor shall notify Architect prior to order and erection of stud framing regarding discrepancies with span limits, wind
loading and deflection requirements. All wall assemblies shall be braced laterally to deck as required for structural integrity of all assemblies.
7. Metal stud framing shall conform to ASTM C 754. Install 3-5/8" metal studs at maximum 16" O.C. unless otherwise noted.
8. At partitions scheduled to receive ceramic tile – Metal studs shall be 3-5/8” 20 gauge minimum spaced at 16” on center maximum. If wall assembly does not
extend to deck install lateral bracing each way at 32” O.C. minimum. Provide substrate as per tile manufacturer instructions.
K. Specifications - Division 06 Wood and Plastics
1. Provide concealed blocking in wall as required to support millwork, coat hooks, toilet accessories, monitors, miscellaneous specialties, specialty equipment,
and any other items requiring concealed support. Concealed blocking shall be Fire Retardant Treated (FRT), or 10 gauge steel plate to comply with Building
Type requirements.
2. All millwork to be Architectural Woodwork Institute (AWI) CUSTOM GRADE, with proper substrate and filler panels provided.
3. Coordinate all equipment openings and clearances required with openings and clearances provided in millwork. NOTE: ADA Height countertop must be
maintained at Kitchen, Break Room, and Coffee Bar counters. Verify required depth and width of upper cabinets for microwave oven (if applicable) as
provided by Owner.
4. Contractor shall be responsible for the field verification of all dimensions, rough openings, and job conditions prior to fabrication of any work shown or noted in
the drawings. Contractor must coordinate with Architect any discrepancies between what is shown or noted in these drawings and actual field verified
conditions.
5. Unless otherwise noted in drawings, all countertops must be continuous. All countertops without backsplashes shall be scribed to the wall as noted on sections
and details.
6. Anchor millwork to built-in blocking or directly attached to substrate. Secure to grounds, strapping and blocking with counter-sunk concealed fasteners and
blind nailing, as required for a complete installation.
7. All standing or running trim pieces to be plain sawn hardwood Grade I lumber to meet AWI requirements for Premium Grade.
8. Installed millwork shall be plumb, level, true and straight with no distortions. Shim as required using concealed shims.
9. The method of manufacturing, fabricating and installing millwork and equipment and its structural components defined in the Contract Documents is
representative and indicates design intent only. If the materials, details or dimensional properties are at variance with the Contractor's or manufacturer's
recommendations, alternate details will be considered for review when shop drawings are submitted in accordance with the Contract Documents. It shall be
the responsibility of the Contractor to guarantee that the millwork and equipment will have the proper support, stability and fault-free performance.
L. Specifications - Division 07 Thermal and Moisture Protection
1. Where the exterior envelope of the building is to be removed or modified, the Contractor shall maintain weathertight conditions throughout demolition and
new construction activities.
2. Any penetrations through the existing roof must be completed by a subcontractor that has been approved by the Building Owner - to maintain any and all
existing roof warranties.
3. Any damage to existing air barrier systems, waterproofing membranes, window sub sills, flashing, sealant, roofing membranes and all thermal and moisture
protection at the building shell MUST be restored to “like new” condition to maintain water-tightness. Notify Landlord and Architect in writing and document
all “as Found” damage and damage caused during the demolition process. All work associated with exterior roofing shall be performed by authorized
contractor which maintains all associated existing warranty conditions.
4. Submit manufacturer's data and literature for any and all products to be provided, where applicable.
M. Specifications - Division 08 Doors and Windows
1. All doors, frames, and hardware shall be installed as per the manufacturer's instructions to provide a successful installation.
2. Provide "Building Standard" doors and frames, as per "Building Rules", where applicable. If no manufacturers listed, provide Marshfield doors and Frameworks
Type 1 frames. Glazing installed in doors and frames shall be tempered to comply with ASTMB C1048 & IBC Section 2406.4.
3. Provide “Building Standard” door hardware, as per “Building Rules”, where applicable or Grade 1 door hardware. If no manufacturers listed, provide Schlage
or Falcon. All door hardware shall comply with American with Disabilities Act, National Fire Protection Association (NFPA) NFPA 80: Standard for Fire Doors and
Windows. NFPA 101 Life Safety Code, NFPA 105 Smoke- and Draft-Control Door Assemblies. VERIFY mortise vs. cylindrical hardware on all conditions. Panic
hardware shall comply with 2015 IBC section 1010.1.10. Panic Hardware called for shall be listed under UL10C & UL305.
4. All-Glass Entry Systems shall be as per "Building Rules", where applicable. If no manufacturer is listed contact building Property Manager Provide glazing
tempered as per ASTM C1048. Special attention shall be given to panic devices and card readers at all-glass entry systems, to comply with all Local and State
codes.
5. Before final completion, adjust hardware so that doors operate properly. Test and adjust hardware for quiet, smooth operation, free of sticking, binding, or
rattling. Adjust closers for proper, smooth operation per accessibility guidelines. All Tenant Entry doors to receive a door closer and deadbolt; unless tenant will
be installing a security card reader system then only a door closer is required.
6. Verify keying requirements with Tenant. Furnish 2 keys per lock with a maximum of 8 keys per keyed alike set. At final completion, properly tag and identify
keys and deliver to Tenant. Keying requirements shall comply with applicable Building Rules & Regulations.
7. Install tempered glass with no exposed tong marks or manufacturer's labels. Glass shall have chamfered and polished edges. Cut prior to tempering to
maintain tolerance / joints plus or minus 1/16". Provide required accessories including but not limited to glazing tape, neoprene setting blocks, neoprene
spacer shims and silicone sealant. Install per GANA standards for the type of system specified and IBC Section 2406. Remove all non-permanent labels. Floor to
ceiling tempered glazing to have "anti-walk thru" decal mounted between 24" and 60" A.F.F.
N. Specifications - Division 09 General
1. All finishes are to be installed per manufacturers recommended methods and instructions, using suggested products and materials to provide a successful
installation for proposed conditions.
2. The Contractor shall advise the Architect of locations of changes in dye lots, batches or similar color shifts.
3. Where dissimilar floor materials meet, they shall do so under the centerline of a door unless otherwise indicated. If a change of material or elevation would
cause exposed unfinished surfaces, a transition strip of suitable material shall be installed.
4. Contractor shall furnish a minimum of three (3) 12" x 12" square samples of each scheduled finish for review by the Architect. The Architect shall retain two (2)
samples of finishes for record, and return a minimum of one (1) sample to Contractor. Finish materials ordered or installed without a reviewed submittal are
done so at the Contractor's risk.
5. Interior finishes in rooms and enclosed spaces shall have a flame spread classification of III (76-200 tunnel test) and a smoke density of no greater than 450
(Class C). Finishes in corridors or exit access enclosures shall comply with code required limits based upon building type, user group and presence of sprinkler
systems.
6. Materials exposed within plenum spaces designed to allow air movement and function as part of the air distribution system are required to be noncombustible
or shall have a flame spread index less than 25 and a smoke developed index less than 50 when tested in accordance with ASTM E 84. All combustible
materials located within these plenum spaces shall be enclosed in noncombustible material (5/8" gypsum wall board) unless otherwise indicated. Refer to
mechanical drawings for air distribution system design and details.
O. Specifications - Division 09 Gypsum Board
1. Gypsum board installation shall conform to ASTM C840, the recommendations of the Gypsum Association, the specific recommendations of the manufacturer,
and the requirements of the UL Fire Resistance Directory (at fire rated partitions). All gypsum board to be 5/8" thick unless otherwise noted.
2. Installation of metal framing for interior gypsum board shall conform to ASTM C754.
3. Provide corner beads at ALL drywall exterior corners not receiving millwork wraps.
4. Provide cementitious backer board in lieu of gypsum board in ALL wet areas.
5. At areas where existing partitions are indicated to remain - repair and prepare existing gypsum board surface to accept new finish. Quality of repaired and
prepared surface of existing partition shall be equal to that of newly constructed partitions.
6. Fire-rated Partitions: Fire-rated partitions shall conform to UL design number indicated. Refer to UL Fire Resistance Directory - Volume I (latest edition) for
additional information.
7. Fire-rated Partitions: All Mechanical, Electrical, and Plumbing penetrations in fire-rated partitions shall be sealed at their perimeter with approved fire-rated
sealant.
8. Sound-rated Partitions: Sound-rated partitions shall conform to ASTM E497, Standard Practice for Installing Sound Isolating Lightweight Partitions.
9. Sound-rated Partitions: All Mechanical, Electrical, and Plumbing penetrations in sound-rated partitions shall be sealed at their perimeter with approved
fire-rated sealant.
10. Provide bracing to structure above at doors located in ceiling height partitions.
11. Gypsum board shall be installed and finished to within 1/4" of floor slab.
GENERAL NOTES & REFERENCE SPECIFICATIONS
A. General
1. It is the Building Owner's and/or Tenant's responsibility to review and check the construction documents prior to construction and verify any and all locations,
sizes, quantities and specific materials used in conjunction with the Building Owner's and/or Tenant's special equipment layout, use or function.
2. These contract documents do not attempt to instruct the Contractor in the specific details of their trade.
3. All work shall be in accordance with the quality standards of the trade and shall be installed in compliance, as a minimum standard, to all applicable Local,
State, Federal codes and Manufacturer's recommendations.
4. All work shall be warranted satisfactory, in materials and workmanship, for a minimum period of one (1) year or for the customary period of warranty or as
stipulated for the trade, craft or product whichever is longer.
5. The drawings indicate the general scope of the project in terms of architectural design concept, dimensions of the building and major architectural elements.
As scope documents, the drawings do not indicate or describe all the work required for full performance and completion of the requirements of the contract
documents. On the basis of the general scope indicated or described, the Contractor shall furnish all items required for the proper execution and completion
of the Work.
6. Commencing work by a Contractor constitutes acceptance of the conditions and surface concerned. If such conditions or surfaces are unacceptable, the
Owner and Architect shall be notified immediately and work should cease until the unacceptable conditions can be remedied.
7. Items noted "N.I.C" (Not in Contract), "By Owner/Tenant" or "Existing" shall not be included in the contract. Provisions shall be made by the respective trades to
allow for the installation or preservation of the items noted. All finishes of floors, bases, wainscots, walls and ceiilngs behind, under and/or over these items shall
be included in the General Contract unless otherwise indicated.
8. The coordination of all materials, labor and workmanship is the sole responsibility of the Contractor - to INCLUDE items furnished by Tenant for Contractor
installation.
9. Dimensions are taken from the face of masonry walls, column centerlines, finish face of existing walls and/or stud face of new walls unless otherwise indicated.
10 Do not scale drawings. Refer to dimensions illustrated on drawings. Notify the Architect of discrepancies or for clarification.
11. Contractor shall order and schedule delivery of materials in ample time to avoid delays in construction. The contractor shall notify the Owner, Tenant and
Architect within seven (7) days of contract award if any item is found to be unavailable or have a long lead time.
12. Contractor shall provide subcontractor with complete Architecture and Engineering Drawings. The Contractor shall notify Architect or Engineer of any
conflicts or discrepancies prior to bid date for resolution.
B. Building Rules
1 The Contractor shall be responsible for obtaining a current copy of the Building Rules and Regulations from the Building Owner or Property Manager.
Compliance with the Building Rules and Regulations shall be maintained throughout the duration of this project.
2. The contractor shall coordinate with the building owner and/or property manager access to the space on all ongoing construction work. Disruptive or
potentially hazardous construction activities shall be coordinated to occur after normal business hours to minimize the disturbance to building occupants. The
contractor shall review project phasing and detailed construction schedule plans with Building Owner, Property Manager and Architect prior to bid and start
of construction.
3. The Contractor shall coordinate with the Building Owner and/ or Property Manager for delivery to the space of all building materials, and shall arrange for the
usage of the appropriately designated elevator. The Contractor shall coordinate such deliveries in a manner which poses no hazard to any personnel within
or around the building and construction site.
4. Transport trash, rubbish and debris from the site and legally dispose of same. The manner of removal must be confirmed with the Building Owner and as
allowed by City and State regulations.
C. Bidding
1. The Contractor shall be responsible for obtaining a clarification from the Architect prior to bid submittal and/or start of construction with regard to any question
regarding the contract documents, existing conditions or design intent.
2. The Contractor's bid shall be based on providing all specified items. Substitutions shall be considered only under the following circumstances: 1.) The specified
item is accompanied by the words "equal to". Reference to makes, brands, models, et. is to establish type and quality desired. 2.) The item is shown to have a
prohibitively long lead time. 3.) An item of equal appearance and equal or greater quality to the specified item can be provided at an substantial savings to
the Tenant.
3. All Contractor or Supplier Requests for Substitutions of specified items shall be submitted in writing accompanied by the alternative product information to the
Architect for approval. Substitution Requests shall be submitted no later than five (5) working days prior to the bid date. Substitutions shall not sacrifice quality,
appearance or function. It is incumbent on the Contractor or Supplier to provide adequate information to determine if the substitute is of equal quality to the
product specified.
4. Bids submitted with Substitutions that are not formally submitted and approved as equal prior to the bid date shall not be increased if the substituted material is
rejected during the submittal process.
D. Permitting
1. The contractor is responsible for contacting local building officials and inspectors for permits and inspections. Advise the Architect immediately of any
discrepancies.
2. This set of Architectural drawings and any incorporated Consultant drawings are intended for permitting only. If Consultant drawings are not included in the
set of drawings, the Contractor is responsible for obtaining all required Structural, Mechanical, Electrical, Plumbing and Fire Protection design and permits.
E. Scheduling
1. The contractor shall provide a complete project schedule indicating milestone dates and critical path. The schedule shall be updated and distributed upon
any change to critical path, or at each project meeting.
2. The Contractor shall be responsible for advising the Tenant and Architect of all long lead items that may adversely affect the project schedule and shall, upon
request from the Tenant or Architect, submit order confirmations and delivery dates for such items.
F. Submittals
1. Shop drawings shall establish actual detail of all manufactured or fabricated items, indicate proper relation to adjoining work, amplify design details of
installations in proper relation to physical spaces and incorporate minor changes of design or construction to suit the actual conditions.
2. No portion of work requiring submission of a shop drawing, product data, samples shall commence until the submittal has been approved by the Architect. All
such portions of the work shall be in accordance with the approved submittals.
3. Shop drawings, product data and/ or samples shall be provided on all items noted and shall not be limited to lighting fixtures, plumbing fixtures, contractor
furnished equipment, toilet accessories, doors, frames, hardware, furniture, specialty equipment, and all interior finishes including but not limited to flooring
finishes (i.e. carpet, vinyl etc.) wall finishes (i.e. paint, vinyl wall coverings, etc.) and ceiling finishes (i.e. ceiling tile, paint, etc.) shall be provided to ensure that
the specified products are furnished and installed in accordance with the design intent. The manufacturer or construction of any pieces of equipment, device
or other item for which shop drawings, product data and/ or samples are required to be furnished, shall not commence prior to complete processing and
approval of the submittal. Refer to Finish Legend and Notes on Sheet A241 for specific submittal requirements.
4. Reviewed shop drawings and schedules prepared by others shall not be construed to be part of the contract documents. The Architect assumes no
responsibility for drawings, schedules and/or specifications for work on the project prepared or accomplished by others.
5. Contractor shall allow for five (5) working days for the Architect and Consultants to the Architect to review submittals.
6. Product data and drawings may be submitted in electronic format. Product samples must be submitted as an actual product sample or the ORIGINAL copy
of a product brochure (no scanned or copied product brochures for selecting finish colors will be accepted).
G. Project Close-Out
1. The Contractor shall instruct the Tenant or Tenant's Representative in the proper use and maintenance of the equipment furnished or installed by their trade(s).
2. The Contractor shall maintain all printed instructions, manuals and warranties that are provided with equipment and materials used or installed. Instructions,
manuals and warranties to be delivered to the Owner at the time of Substantial Completion.
3. The Contractor shall provide a thorough construction clean-up prior to Tenant taking occupancy of any space. Clean-up shall include, but not be limited to
cleaning all surfaces and vacuuming and cleaning all carpeting, window treatments and glass surfaces. All protective films, tags, and labels or other markings
shall be removed from material fixtures and equipment. Clean trim, outlet and switch plates. Clean plumbing fixtures to a sanitary condition. Clean all light
lenses.
H. Demolition/Existing Conditions
1. Contractor shall be responsible for field verification of all dimensions and job conditions prior to starting construction unless otherwise indicated. Notify the
Architect of any discrepancies prior to proceeding with demolition.
2. Notify Architect of any deviations in Architectural drawings from existing conditions observed on site. Dimensions of existing conditions are provided as a
courtesy, and must be verified on site prior to bidding and fabrication.
3. The Contractor shall be responsible for verifying all existing work to remain and determining the suitability for repair and/or reconditioning to match and blend
with new materials and components. Contractor shall obtain the Building Owner's and/or Tenant's approval of the scope and limit of existing work to remain
prior to starting construction. No change orders shall be accepted for completed work that do not conform to the standard established prior to the start of
construction.
4. The Contractor shall provide protection for all existing conditions to remain and all building common areas outside the scope of work that may be affected by
the Contractor's work. The Contractor shall be responsible for all damage to such areas caused by the execution of this scope of work, and damage shall be
repaired at the Contractor's expense.
5. The Contractor shall be responsible for repairing and refinishing walls of adjacent suites outside the scope of work that are affected by the requirements of the
work (e.g. level of finish on new demising walls, patching of carpet or ceiling where affected by a new demising wall). Specific requirements shall be
coordinated with the Building Owner and the annotations noted in these documents.
6. The contractor shall verify existing conditions to determine if leveling or patching of the existing floor slab is required – either because the surface of the slab is
not within required tolerances for installation of new work (including, but not limited to, operable partitions and frameless glass assemblies), or because
resurfacing is required for installation of specified finish – use a self-leveling cementitious topping equal to Ardex Inc. K-15, installed as per the Manufacturer
installation instructions.
7. The Contractor shall be responsible for testing moisture content of all slabs prior to flooring installation. If testing results are outside the tolerance of specified
flooring materials, Contractor shall provide appropriate, approved mitigation measures.
8. The Contractor shall NOT perform any work affecting the structural integrity of the building without the approval of the Building Owner or Building Owner's
Representative.
9. Make all demolition clean and complete, in a manner suitable to accept new finishes and/or surfaces. Continuous surfaces shall be prepared to the nearest
intersection. Refer to architectural floor plan, finish plan and details for the application of new materials.
10. Demolition shall be done without damage to existing conditions to remain. Where such damage occurs - patch, repair, or restore walls, floors, ceilings, etc. to
match existing adjacent conditions.
11. Prior to beginning demolition, dust control barriers shall be constructed to prevent the spread of dust into the surrounding areas.
12. Contractor shall be responsible for the coordination of demolition items prior to the start of demolition work.
13. Contractor shall identify unused salvaged items shall be turned over such material to the Building Owner or stored in a designated area by the Building Owner.
14. Per the Building Owner's directions, materials identified to be relocated shall be cleaned and placed in storage until materials are ready to be reinstalled. If an
item is damaged during demolition or relocation, it shall be repaired or replaced with a new item approved by the Building Owner at no expense to the
Building Owner.
15. Remove all existing construction, items and finishes made obsolete by, or in conflict with new construction. Coordinate with Architectural floor plans and
related details.
16. Contractor shall maintain CLEAR EXIT ROUTES during construction to ensure public safety per all code and jurisdiction having authority requirements.
17. Contractor shall remove dirt, dust, and debris on a daily basis.
18. ALL roof mounted equipment must be installed in locations and manner designated by the Building Engineer. Building Owner MUST provide approvals for
roof-mounted equipment.
19. The Contractor shall remove all adhesive, plaster, and other surface materials from existing ceilings, floors, walls, and columns where scheduled to be exposed,
such that it leaves a clean finished appearance.
20. In ceiling areas scheduled to be exposed to existing structure above, Contractor shall remove all existing hangers, attachments, and other items fixed to the
structure that are not in use.
21. Following above ceiling demolition activity, the Contractor shall return the existing suspended ceiling system to remain to like new condition. This shall include
repair to the ceiling grid, suspension system and all associated assemblies as well as replacement of damaged ceiling panels.
22. All existing floor slab penetrations and recesses that are not used or do not meet current building codes shall be patched and repaired to match adjacent
slab or be replaced with code compliant assemblies.
23. No equipment, component(s), material(s), or other element(s) may be salvaged from areas outside of the Limits of the Project Scope and incorporated into
construction and/or turned over to the Tenant or the Building Owner unless otherwise indicated.
02/26/18
Nick Mishler