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101-Door Number
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ROOM
NAME
101 Room Name
Room Number
Graphic Scale
Detail
Number
Origin Sheet
Number
Scale
Detail Number
Sheet Number
Elevation Mark
Detail
Reference
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Sheet Number
Interior
ElevationDetail Number
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1
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Reference
9' - 0"Ceiling Height
A Wall Tag
Annotations and Symbols
Section
Reference
A1
30.01
A1/30.01
A1
30.01
View Name
1/8" = 1'-0"View Title
NORTH
Name
Elevation
02 '4 ' 8 '
A1
30.01
Level of Care Legend
Assisted Living (AL)
Independent Living (IL)
Memory Care (MC)
Memory
Garden
X101
Stair 6
S106
AL Lobby
C158
Stair 5
S105Stair 4
S104
IL Lobby
C118
Unit B2
127
Stair 3
S103
?
?
Stair 2
S102
Memory
Care
Assisted
Living
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A0.0
E8
DRAWING INDEX
A0.0 Cover Sheet
Architectural
A1.0 Specifications
A2.0 Specifications
Mechanical
M1.0 Mechanical - Floor Plans
M2.0 Mechanical - Schedules/Details/Specs
Electrical
E1.0 Electrical - Floor Plans
E2.0 Electrical - Schedules/Details/Specs
BUILDING CODE SUMMARY
Project Information:
Project Name:Carmel Senior Living
Project Address:13390 N Illinois Street
Carmel, IN 46032
Use:I-1 (Assisted Living); I-2 (Memory Care)
Code Enforcement Jurisdiction:Carmel, IN
Building Codes:Indiana Building Code, 2014 Edition (2012 IBC, 1st printing,
as amended)
ANSI A117.1 - 2009
Indiana Fire Code, 2014 Edition (2012 IFC, 1st printing,
as amended)
Indiana Plumbing Code, 2012 Edition
Indiana Electrical Code, 2009 Edition (NFPA 70-2008)
Indiana Mechanical Code, 2014 Edition (2012 IMC, 1st printing,
as amended)
Indiana Engergy Conservation Code 2010 (ASHRAE 90.1, 2007
Edition, as amended)
Elevators - ANSI/ASCE/T and DI 21-08, as amended
NFPA
Fire Protection District City of Carmel
Building Data: Existing
Occupancy:I-1, I-2
Construction Type:V-A
Sprinkler System:Fully sprinklered, automatic
Building Height:3 stories
Number of Stairs:5
Gross Building Area (Table 503 and modification per Section 506.1 and 506.2)
Allowable (Group I-1): 9500 + (9500x0.68) + (9500x2) = 35,055sf / floor
(Existing building is divided into Area 1 and 2 and separated by a 2-hour fire wall)
Area 1 Area 2 Total
Floor 1:30,312 SF 27,152 SF 57,464 gsf
Floor 2:25,467 SF 26,299 SF 51,766 gsf
Floor 3:24,851 SF 4,311 SF 29,162 gsf
Total Building Area:138,392 gsf
Area of Remodel
Area 1 Area 2 Total
Floor 1:0 SF 78 SF 78 gsf
Floor 2:0 SF 0 SF 0 gsf
Floor 3:0 SF 0 SF 0 gsf
Total Remodel Area:78 gsf
Fire Protection and Separation Requirements - Existing (Table 601):
Structural Frame 1 hour
Bearing Walls 1 hour
Interior Non-load bearing walls 0 hour
Floor Construction 1 hour
Roof Construction 1 hour
Exit Stair Enclosures 1 hour
Shaft Enclosures 1 hour
Corridor Walls (Table 1018.1)
Corridor walls for I-1 occupancies shall be 1-hour fire partitions.
Dead End Corridor (Section 1018.4, Exception 2)
50 feet
13390 N Illinois Street
Carmel, Indiana 46032
Toilet
C169
MC Salon
C170
4
4
Style/Shampoo Station:
Manufacturer - Kaemark
Model - EP-60
Shampoo Bowl:
Manufacturer - Marble
Model - #3000W
Dryer Chair:
Manufacturer - Kaemark
Model - P-66LR.
Dryer:
Manufacturer - Kaemark
Model - 1990-G
36"Wx48"H Hollow
metal window frame
with 45 minute rated
glazing. Sill at 36"
EQ EQ New sign to meet
existing building
standards. Coordinate
with Owner for exact
wording required
Styling Chair:
Manufacturer - Kaemark
Model - V-64
Toilet
C169
4
Remove existing
VCT and wall base,
throughout and
prepare substrate for
new flooring per
manufacturer's
recommendations
Storage
C170
Demo opening in
wall for new window
as required by size
specified
Demolish existing
walls
EQ.3'-0"EQ.
Finish Legend:
FLOOR:
SV-3: Sheet Vinyl - Parterre Aged Oak #1211-2438, 6" x 36"x 2.5mm
(For preferred pricing and reserve stock on Parterre contact Wall Resources,
Betty Henderson Phone: 303-433-9857 Email: BHenderson@wallresources.com)
BASE:
A: 6" Wood Base - Moulding & Millwork, 20168-CBM 5/8"x5-1/4", MDF primed
WALLS:
P-1: Paint - Not Used
P-2: Paint - Benjamin Moore, #02 Super White, Flat (All Non-Acoustical Ceilings)
P-3: Paint - Benjamin Moore, #79 Atrium White, Semi-Gloss (All Wood Trim in Public and Apartments)
P-4: Paint - Benjamin Moore, Dunmore Cream HC-29, Eggshelll
P-5: Paint - Not Used
P-6: Paint - Not Used
CEILING:
P-2: Gypsum Board, Paint.
General Notes:
1. Touch up gypsum board ceilings at demo areas with paint, P-2.
2. Touch up gypsum board walls at demo areas with paint, P-4.
Comments:
1. All wood trim to be P-3 unless otherwise noted.
4 Existing 1-hour fire partition at corridor,
based on UL Design No. U311
EXISTING WALL TYPES
Interior Partition
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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A0.0
Cover Sheet
LS
JBT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400 p / 913.492.2437 f
Plan Review 26 October 2015
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
Unit Conversion
Carmel Senior
Living
Mechanical / Electrical / Plumbing Engineer
13390 N. Illinois Street
Carmel, Indiana 46032
NORTH
08 ' 1 6 ' 3 2 '
PLAN
NORTH
Not to Scale
Symbols Legend
1/32" = 1'-0"
J8 First Floor Plan - Level of Care
Not to Scale
N20 Drawing Index
Not to Scale
E20 Code Summary
Not to Scale
A20 Location Map
1/4" = 1'-0"31.04
E8 MC Salon C170 - Construction Plan
1/4" = 1'-0"31.04
A8 MC Salon C170 - Demolition Plan
Finish Schedule - MC Salon
Room
Name
Room
Number
Floor
Finish
Base
Finish
Walls Ceiling
Finish
Ceiling
Height CommentsNorth East South West
MC Salon C170 SV-3 A P-4 P-4 P-4 P-4 P-2 Exist. 1
Not to Scale
A1 Finish Schedule
01 '2 ' 4 '
PLAN
NORTH
01 '2 ' 4 '
PLAN
NORTH
Memory Care Salon
Not to Scale
F14 Existing Walltypes
10/26/2015
The drawings include the General Conditions of the Contract for Construction AIA Document A201 1997 Edition and all sections of
the specifications outlined here.
DIVISION 1 - GENERAL REQUIREMENTS:
01010 - SUMMARY OF WORK
1. The work will include general construction, plumbing, mechanical and electrical, and fire protection work. The work covers the
construction and finishing of a storage room remodel to a salon at 13390 N Illinois, Carmel, IN. Work will include both demolition
and new construction within an existing space. Contractor will perform work in one complete phase. Access to the space shall be
coordinated with the building owner. Access during bidding shall be by appointment only.
2. The drawings and specifications indicate the scope of the project in terms of architectural design concept, but do not necessarily
indicate or describe all work required from the full performance and completion of the work. Contractor's bid shall be based on
these drawings with the understanding that the contractor and each subcontractor are to furnish and install all items required for the
proper completion of the work. Contractor shall make provisions for the necessary execution of the work. These include, but are not
limited to, such items as demolition, new construction, hoisting, storage, freight access, debris removal, and other items required for
a complete project.
3. The owner shall have the right to execute certain priorities for the project as they see fit, for such items as custom furniture
millwork and carpeting, without incurring additional markup of the outside contractor's pricing by the general contractor.
4: The contractor is responsible for following and building the project to comply with applicable codes and regulations, including
building/landlord, local, state, and federal. The Contractor shall also be responsible for obtaining a copy of the building “Rules and
Regulations” from the Building Manager. Any additional fees required to conform to the regulations shall be included in the bid.
5. Base building construction specifications and standards, as well as owner requirements and building lease agreement shall
govern workmanship/material/design except as they may be modified or amended by these construction documents. Any note or
indication shown or implied which does not conform to the letter or spirit, so defined, shall be brought to the attention of owner for
review/action.
6. No changes or deviations or changes to the design intent shall be made without the approval of the architect and owner.
7. Contractor shall re-execute any work that fails to conform to the construction documents and any defects due to faulty materials or
workmanship.
8. Warranty shall be extended for all construction components and equipment and installations included in this work for a minimum
of 18 months from the date of final completion (unless noted otherwise). All work shall be done in accordance with the highest quality
industry standards for material and installation. Repair or replacement of warranted work and any area affected by failure of
warranted item, shall be the contractor’s responsibility.
9. General contractor shall be responsible for all applicable taxes, local building department filing, permits, approvals, etc. Payment
for all necessary fees as required by the above authorities for job completion and sign -off shall be included in base bid unless noted
otherwise.
10. Prior to construction, general contractor shall present proof of insurance covering in amounts required by local law as stipulated
by the building, and as required owner.
11. General contractor is responsible for securing portions of the site affected by work scope herein during construction for
protection of the property, as well as, materials, tools, etc. Coordinate exact limits with building manager.
12: The Contractor shall install all necessary means to protect the public, the building and new work from damage during the
duration of the project, including but not limited to floor protection, temporary dust partitions and barricades. Items damaged during
construction shall be replaced or repaired at Contractor’s expense, to the Building Managers approval. Odorless and No VOC
products shall be used wherever possible. The Contractor shall leave the work area clean and secure at the end of each workday.
13: The Contractor shall conduct all work in a safe and timely manner. Provide and maintain all necessary guards for prevention of
accidents. Failure to reject faulty equipment or practices by the Architect/Engineer does not relieve the Contractor of his liability for
personal injury or property damage. The Architect shall not be responsible for the means and methods of construction, safety issues,
control or supervision of the work, nor items related to stoppage of work. The authority to stop work rests solely with the Property
Manager and Contractor.
14. General contractor responsible for coordination of all deliveries, access, and protection of the base building during product
movements. All materials shall be transported to the project area so as to avoid damage to existing areas. Contractor shall install
protective coverings on existing and new materials as required to prevent damage. All materials shall be stored securely within the
boundaries of the project area. Heavy loads form use of equipment or transporting/storing materials shall be submitted to property
manager for structural engineer review at contractor's expense.
15. General contractor shall permit and facilitate observations of work by the building owner, the architect and agents at all times, as
requested or needed.
16. General contractor shall properly cooperate, coordinate and meet with any owner retained contractors or vendors in completion
of the project.
17. The Contractor shall thoroughly review all existing conditions prior to bidding. Any discrepancies between the bid documents
and existing conditions, quantities or locations shall be brought to the attention of the Architect in writing prior to bidding. Extra
compensation will not be allowed as a result of clarification of any discrepancies after the bid date.
18. In the case of discrepancies between the contract documents, the contractor shall secure instruction from the owner/architect
prior to proceeding. The greater value option should always be assumed until written instruction from the owner/architect indicate
otherwise.
19. Dimensions on drawings are from finish face to finish face of wall or column. Do not scale drawings. Written dimensions take
precedence over graphic representation. All Hold dimensions must be adhered to. Contact architect immediately if areas impacting
Hold dimensions are not as indicated on the documents. Contractor is responsible for field measuring and verifying all existing
conditions prior to the start of construction and shall notify architect immediately in writing of any required changes that may be
necessary in order to not delay the project.
20. The Contractor is responsible for coordinating all demolition, patching and repairing. Any conditions modified due to
construction must be repaired. Materials damaged due to construction must be repaired to the original condition as approved by the
Property Manager. The contractor shall perform all cutting, fitting, and patching.
21. The Contractor shall complete all work without disruption to any building occupants. Any activities deemed disruptive by the
Building Manager shall be preformed after normal business hours at no additional expense to the owner.
22. General contractor is responsible for means and methods, including verifying and coordinating movement of products and
materials through the building.
23. Contractor shall provide to the owner/architect a construction schedule that aligns with the requirements of the owner and
provides critical path items. Weekly updates should be provided.
24. Hazardous Materials: Hazardous materials (asbestos, etc.) Testing, removal, and/or encapsulation are not part of this contract.
If, in the process of construction, the presence of hazardous material is suspected or discovered, the Building Manager shall be
notified immediately and work shall not proceed. The suspected material shall not be disturbed, removed, or modified.
25. Floor Penetrations: Provide manufacturers approved, UL Listed, fire stop assemblies that maintain with the required fire
separation shown on the drawings. Coordinate all penetrations and floor core drilling locations with the Building Manager prior to
proceeding with the work. Infill any existing un-used floor penetrations per building standard. Reference electrical and plumbing
drawings.
26 Project closeout: Prior to project closeout, the Contractor shall coordinate with the Building Manager, any tests, submittal of As-
Built Documentation, and all requirements for project acceptance.
A.Contractor shall prepare and submit record architectural, mechanical, plumbing, fire protection and electrical drawings at
the end of the project.
B. Contractor shall provide a tour of the completed work for the owner, tenant and building operations staff.
C. Contractor shall submit three (3) operations & maintenance manuals in PDF format on disc, including approved
equipment cuts, warranty information, and contact names and numbers.
D. Submit final lien waivers and occupancy permit.
E. Thoroughly clean all work prior to final punch list review. All splatters, marks, scratches, debris and defective materials or
parts shall be removed. Vacuum carpet. See 01710 Final Cleaning for detail.
F. Turn over all keys and badge cards to building manager.
DIVISION 1 (continued)
28. Scheduling and Security Clearance:
A. Contractor shall submit a schedule with all significant dates with bid. Submit list of all construction personnel.
B. Coordinate access to building common areas and tenant space with the building property manager.
C. Non-business hours: All work within the project area creating excessive noise, vibration, and/or odor or work in occupied
tenant spaces/areas shall be done during non-business hours. Coordinate with the property manager.
D. Any work outside of the project area must be coordinated with the building property manager.
E. Utility interruption: provide two week written notice.
F. Life safety/fire protection: Schedule all work with the property manager. Maintain coverage
during construction.
29. Work in occupied tenant spaces/common areas:
A. Coordinate proposed schedule w/property manager and affected tenants at beginning of project.
B. Amount of work: Only undertake work that can be started (uncovered) and finished (fully restored) during a single non-
business hour segment. Exposed construction work/materials will not be allowed within occupied areas.
C. Protection/furniture/equipment: Contractor shall completely protect existing conditions from damage, dust, wear, dirt,
and/or loss. Provide temporary partitions/coverings to any surfaces, materials, components, furniture, and/or equipment as required.
Any moving, disassembly, reassembly, disconnecting, reconnecting, and protection shall be at contractor's expense. Tour tenant
space with the property manager and tenant representative to document existing conditions prior to work. Provide documentation of
pre-existing conditions for reference throughout project.
30. Parking, delivery, elevators, dumpster & insurance (per building standards, coordinate all with property manager):
A. Parking: Coordinate with property manager.
B. Deliveries: Coordinate with property manager.
C. Dumpsters:Coordinate with property manager.
31. Definitions:
A. "Match existing" will refer to matching existing finishes, materials, and quality as long as code compliant.
B. "Owner" refers to the entity with whom the General Contractor has a contract for the work.
C. "Property manager" refers to building owner's staff representative.
D. "Building standard" refers to typical construction materials and details used throughout the building. Coordinate with
Property Manager.
E. "Provide" refers to purchase, delivery, and installation of item mentioned. Include all fees, tests, notifications, and work
associated to complete the job to the fullest level.
01300 SUBMITTALS
Submit shop drawings for architect's review for all items requiring fabrication (doors/hardware, finish materials, accessories,
elevator, etc.) The general contractor shall review and stamp all submittals prior to the architect's submittal. Components ordered
and/or installed without submittal approval will be replaced at contractor's sole expense to comply with drawings/specifications.
General contractor is responsible for submitting the following items to the architect and owner for review:
A. Shop drawings: One legible PDF or blackline.
B. Product Data: PDF or two (2) 8.5" x 11" copies.
C. Samples: Three (3) of each finish sample as listed onthe specification sheets. Two (2) shall be delivered to the Owner
and one (1) to the architect unless noted otherwise.
D. Submit carpet seaming diagram for architect's review for all types of carpet specified, including transitions.
E. Submit fire protection construction drawings to architect for review of work being performed as design/build.
Architect shall have up to five (5) working days to review and approve/reject submittals.
01400 PROJECT COORDINATION
1. A pre-construction meeting will be conducted to review all procedures, schedule and phasing of the project.
2. A weekly jobsite meeting or conference call will be required.
3.A project schedule, submittal schedule, and a list of subcontractors will be required by the first regularly scheduled weekly meeting.
The project schedule shall be updated as required throughout the construction period.
4. Pay applications will be submitted to the architect for review and will follow standard AIA conventions, including partial and final
lien waivers.
01710 FINAL CLEANING
1. Prior to acceptance of the work by the owner, the general contractor shall:
A. Vacuum all carpeted areas.
B. Dust all surfaces other than floors with clean rags.
C. Employee services of professional window washers to thoroughly clean, wash and polish all glass. Cleaning materials
and methods shall be as recommended by manufacturer in order to avoid scratching or scouring of special surfaces. Investigate
required setting time of all glass films and schedule glass cleaning accordingly.
D. Remove marks, stains, fingerprints, other soil and dirt from painted decorated surfaces and glass.
E. Clean and polish hardware for all trades as necessary to establish new condition.
F. Remove spots, soil, paint from tile work; wash and seal.
G. Clean fixtures and equipment, remove stains, paint, dirt and dust.
H. Remove temporary floor protection for finished floor; clean and polish such floors.
I. Where resilient flooring is supplied, clean, wax (where recommended) and polish all resilient floor surfaces.
2. Contractor and each subcontractor shall remove and dispose of all tools, equipment, surplus materials, and rubbish pertaining to
his work.
DIVISION 2 – SITE WORK:
02070 - DEMOLITION
1. Provide demolition related to the project work in accordance with any base building specifications or requirements prior to
beginning demolition.
2. Return scope of work to original base building condition, including, but not exclusive of the following: Removing doors, door
frames, hardware, finishes, existing partitions not noted to remain, existing floor-covering, acoustic ceiling tile and power/telephone
receptacles where existing partitions are to be removed.
3. Patch base building columns and window framing where existing partitions are to be removed.
4. Existing materials (i.e. hollow metal frames, doors, light fixtures) shall be cleaned, refurbished and reused (when consistent with
the architectural specifications and drawings), whenever possible.
5. Patch all existing walls and ceilings scheduled to remain, to provide a compatible surface to receive specified new finish.
DIVISION 3 - CONCRETE
03300 - CONCRETE
1. Provide concrete patching as required.
2. All coring should be coordinated with the landlord. Any damage caused during the process of coring is the responsibility of the
general contractor.
3. Floor leveling shall be provided to meet manufacturer's requirements for finish materials, including carpeting and tile.
DIVISION 5 - METALS:
Not Used
DIVISION 6 - WOOD & PLASTICS:
1. Before starting fabrication work or ordering materials, the Contractor shall obtain, and be responsible for, all field dimensions. The
Architect will not be responsible for verification of field conditions or dimensions on shop drawings if submitted.
2. Coordination of millwork items with new construction, fixtures, furniture, appliances and other related items shall be the
responsibility of the Contractor.
06100 - ROUGH CARPENTRY
1. This work includes generally not exposed carpentry work. Rough carpentry includes:
A. Wood nailers, blocking or sleepers
B. Wood furring
C. Wood framing (See Structural)
2. Provide fire retardant treatment as required by governing ordinance and one that will not bleed through finish surfaces.
3. Provide seasoned lumber with 15% maximum moisture content at time of dressing.
4. Provide blocking in all partitions where required to anchor wall standards, cabinetry, equipment, or other items.
5. Wood door frames, wood windows, wood millwork, wall hung casework, televisions and furniture shall be installed over solid wood
grounds and blocking. Provide No. 1 Grade Douglas Fir, or No. 3 Grade Yellow Pine. All wood shall be fire retardant.
DIVISION 6 (continued)
06402 - INTERIOR ARCHITECTURAL MILLWORK
1. Provide architectural millwork as shown on drawings.
2. Types of architectural millwork include, but are not limited to the following:
A. Standing and running trim
3. Mark each assembled unit of architectural woodwork with manufacturer's identification and grade mark evidencing compliance
with indicated AWI quality grade. Locate grade mark on surfaces which will not be exposed after installation.
4. All work shall be fabricated from and installed to the highest industry standards. Comply with applicable requirements of
"architectural woodwork quality standards" published by the Architectural Woodwork Institute (AWI), except as otherwise indicated. All
work shall be installed plumb, level, true and aligned with no distortions. Scribe edges to fit with adjoining surfaces without voids or the
use of surface applied trim. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level
(including countertops); and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining
surfaces. Work shall be free of defects and warranted for 1 year. No interior millwork/casework shall be delivered prior to drywall
completion.
5. Submit manufacturer's certification, stating that the fabricated work complied with the quality grades and other requirements
indicated.
6. Shop drawings: Submit shop drawings showing location of each item, dimensioned plans and elevations, large scale, installed
boards with edges perpendicular to supports, with end joint staggered over supports, except where recommended in a different
arrangement by manufacturer.
7. Solid wood: All painted solid wood to be paint grade poplar.
8. Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain field measurements and verify
dimensions and shop drawing details as required for accurate fit.
9. Coordinate finishing of millwork with the painting sections of these specifications and shop - apply specified finishes. Clean and
prepare surfaces. Fill exposed nail holes. Use matching wood filler for millwork receiving transparent finish.
10. Opaque Finish:
A. General finish standard: Special finish, see Section 09910, Premium grade, closed grain finish.
B. Shop application: Primer, color coat and catalyzed varnish; sanded between coats; sprayed finish; final coat rubbed to
medium sheen.
C. Final finish (field): touch-up only.
11. Standing and running trim: install with minimum number of joints possible, using full length pieces (from maximum length of
lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns, miter at corners
and comply with quality standards for joinery.
12. Anchor woodwork or veneer panels to anchors or blocking built-in or directly attached to substrates. Secure to grounds, stripping
and blocking with countersunk concealed fasteners and blind nailing as required for a complete installation. Except where prefinished
matching fasteners heads are required, use fine finish nails for exposed nailing, countersunk and filled flush with woodwork, and
matching final finish where transparent finish is indicated.
13. Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not possible to
repair properly, replace woodwork. Adjust joinery for uniform appearance.
14. Clean woodwork on exposed and semi-exposed surfaces. Touch-up shop-applied finishes to restore damaged or soiled areas.
15. Installer of architectural woodwork shall advise contractor of procedures required to protect architectural woodwork during
remainder of construction period to ensure that work will be without damage or deterioration at time of acceptance. Protect finished
surfaces with heavy-duty canvas or polyethylene sheets.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION (see MEP drawings for additional information):
07210 - BUILDING INSULATION
1. Provide acoustic insulation that is plenum approved. 3" sound attenuation batts where indicated on the drawings. Acoustic
insulation shall be approved equal to Thermafiber. Ceiling and floor metal tracks shall be bedded in two continuous beads of
acoustic caulking.
2. Formaldehyde-Free Glass Fiber Blanket Insulation shall be Polypropylene-Scrim, Glass-Fiber Blanket Insulation ASTM C 665,
Type II (non-reflective faced), Class A (faced surface with a flame spread index of 25 or less).
3. Contractor to maintain fire rating at all rated partitions.
07950 - JOINT SEALANTS
1. Sealants/caulking: provide suitable material for each interior or exterior application. Seal all penetrations of exterior walls and
between floor work to maintain assembly rating. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic
at frames and millwork. Completely seal joints around frames, countertops, back splashes, side joints between wall and base
cabinets, and joints at glass doors/sidelights and glass panel heads, tracks and joints, unless noted otherwise. Install per
manufacturer's recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints shall
be even, smooth, uniformly tooled and as minimum profile required for seal. Set interior glazing in continuous bed of sealant.
Clean adjacent surfaces of excess sealant prior to start of curing.
2. Provide acoustical sealant as noted in wall types and at break metal panel and trim cap connections.
6. Sealants / Caulking: Provide suitable material for each interior or exterior application. Seal all penetrations in the exterior walls
and between floor slabs. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic at frames and millwork.
Completely seal joints around frames, countertops, backsplashes, and joints at glass doors / sidelights. Install per manufacturer’s
recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints shall be even,
smooth, uniformly tooled and as minimum profile required for seal. Extra care shall be taken at butt joint tempered glass panels.
Clean adjacent surfaces of excess sealant prior to start of curing.
DIVISION 8 - DOORS & WINDOWS, FRAMES AND HARDWARE (See door schedule):
1: All doors, frames, and glazing shall meet applicable codes. Exit doors shall be operable without the use of a key or special
knowledge. Provide Fire Rated Assemblies where noted in Door Schedule. The Contractor shall verify all existing and new doors,
frames and hardware meet building standards and/or ADA Requirements. All new wood doors shall be stained to match architect's
wood sample. Door frames, and hardware to match building standard.
08100 - METAL DOORS AND FRAMES
1. Provide hollow metal window frames as indicated and scheduled on the drawings, U.N.O.
2. Submittals
A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements.
B. Shop Drawings: Submit for fabrication and installation of steel frames. Include details of each frame type, conditions at
openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints
and connections. Show anchorage and accessory items.
3. Provide schedule of frames using same reference numbers for details and openings as those on contract drawings.
4. Inspect metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all
respect to new work and acceptable to architect; otherwise, remove and replace damaged items as described.
5. Provide shop applied paint primer rust inhibitive enamel or paint, either air - drying or baking, -Suitable as a base for
specified finish paints.
6. Fire-rated door assemblies: Where fire rated door assemblies are indicated or required, provide fire-rated door and frame
assemblies that comply with NFPA 80 "Standard for Fire Doors and Windows" and have been tested, listed, and labeled in
accordance with ASME 152 "Standard Methods of Fire Tests of Door Assemblies " by a nationally recognized independent testing
and inspection agency acceptable to authorities having jurisdiction.
08710 - FINISH HARDWARE
1. Provide finish hardware for the project as shown on drawings, unless otherwise noted. Match existing finish.
2. The hardware contractor shall be responsible for thoroughly detailing the entire project to insure the items specified will
properly function in the indicated locations, this includes glazed doors and electronic strikes, magnetic locks, etc.
3. For labeled openings provide hardware in accordance with National Fire Protection Association's standards and local
ordinances.
4. Provide keying and keying schedule in accordance with owner. Coordinate with owner.
5. Door Hardware: Hardware shall be commercial grade lever handle passage or lock sets with Satin Chrome finish and
match building standard for type, style and finish (Stanley) unless otherwise noted. Comply with all applicable handicapped access
requirements. The contractor shall coordinate with owner, the keying of all new and existing locksets per the Building Managers
direction. Provide three keys per lockset. Door hardware submittals must be approved by architect prior to ordering.
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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A1.0
Specifications
LS
JBT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400 p / 913.492.2437 f
Plan Review 26 October 2015
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
Unit Conversion
Carmel Senior
Living
Mechanical / Electrical / Plumbing Engineer
13390 N. Illinois Street
Carmel, Indiana 46032
Not to Scale
A1 Copy of Specifications
Memory Care Salon
10/26/2015
UP UP
UP UPUP
UP
101-Door Number
North Arrow
ROOM
NAME
101 Room Name
Room Number
Graphic Scale
Detail
Number
Origin Sheet
Number
Scale
Detail Number
Sheet Number
Elevation Mark
Detail
Reference
Detail Number
Sheet Number
Interior
ElevationDetail Number
Sheet Number
1
Revision
Reference
9' - 0"Ceiling Height
A Wall Tag
Annotations and Symbols
Section
Reference
A1
30.01
A1/30.01
A1
30.01
View Name
1/8" = 1'-0"View Title
NORTH
Name
Elevation
02 '4 ' 8 '
A1
30.01
Level of Care Legend
Assisted Living (AL)
Independent Living (IL)
Memory Care (MC)
Memory
Garden
X101
Stair 6
S106
AL Lobby
C158
Stair 5
S105Stair 4
S104
IL Lobby
C118
Unit B2
127
Stair 3
S103
?
?
Stair 2
S102
Memory
Care
Assisted
Living
As
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A0.0
E8
DRAWING INDEX
A0.0 Cover Sheet
Architectural
A1.0 Specifications
A2.0 Specifications
Mechanical
M1.0 Mechanical - Floor Plans
M2.0 Mechanical - Schedules/Details/Specs
Electrical
E1.0 Electrical - Floor Plans
E2.0 Electrical - Schedules/Details/Specs
BUILDING CODE SUMMARY
Project Information:
Project Name:Carmel Senior Living
Project Address:13390 N Illinois Street
Carmel, IN 46032
Use:I-1 (Assisted Living); I-2 (Memory Care)
Code Enforcement Jurisdiction:Carmel, IN
Building Codes:Indiana Building Code, 2014 Edition (2012 IBC, 1st printing,
as amended)
ANSI A117.1 - 2009
Indiana Fire Code, 2014 Edition (2012 IFC, 1st printing,
as amended)
Indiana Plumbing Code, 2012 Edition
Indiana Electrical Code, 2009 Edition (NFPA 70-2008)
Indiana Mechanical Code, 2014 Edition (2012 IMC, 1st printing,
as amended)
Indiana Engergy Conservation Code 2010 (ASHRAE 90.1, 2007
Edition, as amended)
Elevators - ANSI/ASCE/T and DI 21-08, as amended
NFPA
Fire Protection District City of Carmel
Building Data: Existing
Occupancy:I-1, I-2
Construction Type:V-A
Sprinkler System:Fully sprinklered, automatic
Building Height:3 stories
Number of Stairs:5
Gross Building Area (Table 503 and modification per Section 506.1 and 506.2)
Allowable (Group I-1): 9500 + (9500x0.68) + (9500x2) = 35,055sf / floor
(Existing building is divided into Area 1 and 2 and separated by a 2-hour fire wall)
Area 1 Area 2 Total
Floor 1:30,312 SF 27,152 SF 57,464 gsf
Floor 2:25,467 SF 26,299 SF 51,766 gsf
Floor 3:24,851 SF 4,311 SF 29,162 gsf
Total Building Area:138,392 gsf
Area of Remodel
Area 1 Area 2 Total
Floor 1:0 SF 78 SF 78 gsf
Floor 2:0 SF 0 SF 0 gsf
Floor 3:0 SF 0 SF 0 gsf
Total Remodel Area:78 gsf
Fire Protection and Separation Requirements - Existing (Table 601):
Structural Frame 1 hour
Bearing Walls 1 hour
Interior Non-load bearing walls 0 hour
Floor Construction 1 hour
Roof Construction 1 hour
Exit Stair Enclosures 1 hour
Shaft Enclosures 1 hour
Corridor Walls (Table 1018.1)
Corridor walls for I-1 occupancies shall be 1-hour fire partitions.
Dead End Corridor (Section 1018.4, Exception 2)
50 feet
13390 N Illinois Street
Carmel, Indiana 46032
Toilet
C169
MC Salon
C170
4
4
Style/Shampoo Station:
Manufacturer - Kaemark
Model - EP-60
Shampoo Bowl:
Manufacturer - Marble
Model - #3000W
Dryer Chair:
Manufacturer - Kaemark
Model - P-66LR.
Dryer:
Manufacturer - Kaemark
Model - 1990-G
36"Wx48"H Hollow
metal window frame
with 45 minute rated
glazing. Sill at 36"
EQ EQ New sign to meet
existing building
standards. Coordinate
with Owner for exact
wording required
Styling Chair:
Manufacturer - Kaemark
Model - V-64
Toilet
C169
4
Remove existing
VCT and wall base,
throughout and
prepare substrate for
new flooring per
manufacturer's
recommendations
Storage
C170
Demo opening in
wall for new window
as required by size
specified
Demolish existing
walls
EQ.3'-0"EQ.
Finish Legend:
FLOOR:
SV-3: Sheet Vinyl - Parterre Aged Oak #1211-2438, 6" x 36"x 2.5mm
(For preferred pricing and reserve stock on Parterre contact Wall Resources,
Betty Henderson Phone: 303-433-9857 Email: BHenderson@wallresources.com)
BASE:
A: 6" Wood Base - Moulding & Millwork, 20168-CBM 5/8"x5-1/4", MDF primed
WALLS:
P-1: Paint - Not Used
P-2: Paint - Benjamin Moore, #02 Super White, Flat (All Non-Acoustical Ceilings)
P-3: Paint - Benjamin Moore, #79 Atrium White, Semi-Gloss (All Wood Trim in Public and Apartments)
P-4: Paint - Benjamin Moore, Dunmore Cream HC-29, Eggshelll
P-5: Paint - Not Used
P-6: Paint - Not Used
CEILING:
P-2: Gypsum Board, Paint.
General Notes:
1. Touch up gypsum board ceilings at demo areas with paint, P-2.
2. Touch up gypsum board walls at demo areas with paint, P-4.
Comments:
1. All wood trim to be P-3 unless otherwise noted.
4 Existing 1-hour fire partition at corridor,
based on UL Design No. U311
EXISTING WALL TYPES
Interior Partition
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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S p e c t r u m
C a r m e l
S m a l l
P r o j e c t s .r v t
A0.0
Cover Sheet
LS
JBT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400 p / 913.492.2437 f
Plan Review 26 October 2015
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
Unit Conversion
Carmel Senior
Living
Mechanical / Electrical / Plumbing Engineer
13390 N. Illinois Street
Carmel, Indiana 46032
NORTH
08 ' 1 6 ' 3 2 '
PLAN
NORTH
Not to Scale
Symbols Legend
1/32" = 1'-0"
J8 First Floor Plan - Level of Care
Not to Scale
N20 Drawing Index
Not to Scale
E20 Code Summary
Not to Scale
A20 Location Map
1/4" = 1'-0"31.04
E8 MC Salon C170 - Construction Plan
1/4" = 1'-0"31.04
A8 MC Salon C170 - Demolition Plan
Finish Schedule - MC Salon
Room
Name
Room
Number
Floor
Finish
Base
Finish
Walls Ceiling
Finish
Ceiling
Height CommentsNorth East South West
MC Salon C170 SV-3 A P-4 P-4 P-4 P-4 P-2 Exist. 1
Not to Scale
A1 Finish Schedule
01 '2 ' 4 '
PLAN
NORTH
01 '2 ' 4 '
PLAN
NORTH
Memory Care Salon
Not to Scale
F14 Existing Walltypes
10/26/2015
The drawings include the General Conditions of the Contract for Construction AIA Document A201 1997 Edition and all sections of
the specifications outlined here.
DIVISION 1 - GENERAL REQUIREMENTS:
01010 - SUMMARY OF WORK
1. The work will include general construction, plumbing, mechanical and electrical, and fire protection work. The work covers the
construction and finishing of a storage room remodel to a salon at 13390 N Illinois, Carmel, IN. Work will include both demolition
and new construction within an existing space. Contractor will perform work in one complete phase. Access to the space shall be
coordinated with the building owner. Access during bidding shall be by appointment only.
2. The drawings and specifications indicate the scope of the project in terms of architectural design concept, but do not necessarily
indicate or describe all work required from the full performance and completion of the work. Contractor's bid shall be based on
these drawings with the understanding that the contractor and each subcontractor are to furnish and install all items required for the
proper completion of the work. Contractor shall make provisions for the necessary execution of the work. These include, but are not
limited to, such items as demolition, new construction, hoisting, storage, freight access, debris removal, and other items required for
a complete project.
3. The owner shall have the right to execute certain priorities for the project as they see fit, for such items as custom furniture
millwork and carpeting, without incurring additional markup of the outside contractor's pricing by the general contractor.
4: The contractor is responsible for following and building the project to comply with applicable codes and regulations, including
building/landlord, local, state, and federal. The Contractor shall also be responsible for obtaining a copy of the building “Rules and
Regulations” from the Building Manager. Any additional fees required to conform to the regulations shall be included in the bid.
5. Base building construction specifications and standards, as well as owner requirements and building lease agreement shall
govern workmanship/material/design except as they may be modified or amended by these construction documents. Any note or
indication shown or implied which does not conform to the letter or spirit, so defined, shall be brought to the attention of owner for
review/action.
6. No changes or deviations or changes to the design intent shall be made without the approval of the architect and owner.
7. Contractor shall re-execute any work that fails to conform to the construction documents and any defects due to faulty materials or
workmanship.
8. Warranty shall be extended for all construction components and equipment and installations included in this work for a minimum
of 18 months from the date of final completion (unless noted otherwise). All work shall be done in accordance with the highest quality
industry standards for material and installation. Repair or replacement of warranted work and any area affected by failure of
warranted item, shall be the contractor’s responsibility.
9. General contractor shall be responsible for all applicable taxes, local building department filing, permits, approvals, etc. Payment
for all necessary fees as required by the above authorities for job completion and sign -off shall be included in base bid unless noted
otherwise.
10. Prior to construction, general contractor shall present proof of insurance covering in amounts required by local law as stipulated
by the building, and as required owner.
11. General contractor is responsible for securing portions of the site affected by work scope herein during construction for
protection of the property, as well as, materials, tools, etc. Coordinate exact limits with building manager.
12: The Contractor shall install all necessary means to protect the public, the building and new work from damage during the
duration of the project, including but not limited to floor protection, temporary dust partitions and barricades. Items damaged during
construction shall be replaced or repaired at Contractor’s expense, to the Building Managers approval. Odorless and No VOC
products shall be used wherever possible. The Contractor shall leave the work area clean and secure at the end of each workday.
13: The Contractor shall conduct all work in a safe and timely manner. Provide and maintain all necessary guards for prevention of
accidents. Failure to reject faulty equipment or practices by the Architect/Engineer does not relieve the Contractor of his liability for
personal injury or property damage. The Architect shall not be responsible for the means and methods of construction, safety issues,
control or supervision of the work, nor items related to stoppage of work. The authority to stop work rests solely with the Property
Manager and Contractor.
14. General contractor responsible for coordination of all deliveries, access, and protection of the base building during product
movements. All materials shall be transported to the project area so as to avoid damage to existing areas. Contractor shall install
protective coverings on existing and new materials as required to prevent damage. All materials shall be stored securely within the
boundaries of the project area. Heavy loads form use of equipment or transporting/storing materials shall be submitted to property
manager for structural engineer review at contractor's expense.
15. General contractor shall permit and facilitate observations of work by the building owner, the architect and agents at all times, as
requested or needed.
16. General contractor shall properly cooperate, coordinate and meet with any owner retained contractors or vendors in completion
of the project.
17. The Contractor shall thoroughly review all existing conditions prior to bidding. Any discrepancies between the bid documents
and existing conditions, quantities or locations shall be brought to the attention of the Architect in writing prior to bidding. Extra
compensation will not be allowed as a result of clarification of any discrepancies after the bid date.
18. In the case of discrepancies between the contract documents, the contractor shall secure instruction from the owner/architect
prior to proceeding. The greater value option should always be assumed until written instruction from the owner/architect indicate
otherwise.
19. Dimensions on drawings are from finish face to finish face of wall or column. Do not scale drawings. Written dimensions take
precedence over graphic representation. All Hold dimensions must be adhered to. Contact architect immediately if areas impacting
Hold dimensions are not as indicated on the documents. Contractor is responsible for field measuring and verifying all existing
conditions prior to the start of construction and shall notify architect immediately in writing of any required changes that may be
necessary in order to not delay the project.
20. The Contractor is responsible for coordinating all demolition, patching and repairing. Any conditions modified due to
construction must be repaired. Materials damaged due to construction must be repaired to the original condition as approved by the
Property Manager. The contractor shall perform all cutting, fitting, and patching.
21. The Contractor shall complete all work without disruption to any building occupants. Any activities deemed disruptive by the
Building Manager shall be preformed after normal business hours at no additional expense to the owner.
22. General contractor is responsible for means and methods, including verifying and coordinating movement of products and
materials through the building.
23. Contractor shall provide to the owner/architect a construction schedule that aligns with the requirements of the owner and
provides critical path items. Weekly updates should be provided.
24. Hazardous Materials: Hazardous materials (asbestos, etc.) Testing, removal, and/or encapsulation are not part of this contract.
If, in the process of construction, the presence of hazardous material is suspected or discovered, the Building Manager shall be
notified immediately and work shall not proceed. The suspected material shall not be disturbed, removed, or modified.
25. Floor Penetrations: Provide manufacturers approved, UL Listed, fire stop assemblies that maintain with the required fire
separation shown on the drawings. Coordinate all penetrations and floor core drilling locations with the Building Manager prior to
proceeding with the work. Infill any existing un-used floor penetrations per building standard. Reference electrical and plumbing
drawings.
26 Project closeout: Prior to project closeout, the Contractor shall coordinate with the Building Manager, any tests, submittal of As-
Built Documentation, and all requirements for project acceptance.
A.Contractor shall prepare and submit record architectural, mechanical, plumbing, fire protection and electrical drawings at
the end of the project.
B. Contractor shall provide a tour of the completed work for the owner, tenant and building operations staff.
C. Contractor shall submit three (3) operations & maintenance manuals in PDF format on disc, including approved
equipment cuts, warranty information, and contact names and numbers.
D. Submit final lien waivers and occupancy permit.
E. Thoroughly clean all work prior to final punch list review. All splatters, marks, scratches, debris and defective materials or
parts shall be removed. Vacuum carpet. See 01710 Final Cleaning for detail.
F. Turn over all keys and badge cards to building manager.
DIVISION 1 (continued)
28. Scheduling and Security Clearance:
A. Contractor shall submit a schedule with all significant dates with bid. Submit list of all construction personnel.
B. Coordinate access to building common areas and tenant space with the building property manager.
C. Non-business hours: All work within the project area creating excessive noise, vibration, and/or odor or work in occupied
tenant spaces/areas shall be done during non-business hours. Coordinate with the property manager.
D. Any work outside of the project area must be coordinated with the building property manager.
E. Utility interruption: provide two week written notice.
F. Life safety/fire protection: Schedule all work with the property manager. Maintain coverage
during construction.
29. Work in occupied tenant spaces/common areas:
A. Coordinate proposed schedule w/property manager and affected tenants at beginning of project.
B. Amount of work: Only undertake work that can be started (uncovered) and finished (fully restored) during a single non-
business hour segment. Exposed construction work/materials will not be allowed within occupied areas.
C. Protection/furniture/equipment: Contractor shall completely protect existing conditions from damage, dust, wear, dirt,
and/or loss. Provide temporary partitions/coverings to any surfaces, materials, components, furniture, and/or equipment as required.
Any moving, disassembly, reassembly, disconnecting, reconnecting, and protection shall be at contractor's expense. Tour tenant
space with the property manager and tenant representative to document existing conditions prior to work. Provide documentation of
pre-existing conditions for reference throughout project.
30. Parking, delivery, elevators, dumpster & insurance (per building standards, coordinate all with property manager):
A. Parking: Coordinate with property manager.
B. Deliveries: Coordinate with property manager.
C. Dumpsters:Coordinate with property manager.
31. Definitions:
A. "Match existing" will refer to matching existing finishes, materials, and quality as long as code compliant.
B. "Owner" refers to the entity with whom the General Contractor has a contract for the work.
C. "Property manager" refers to building owner's staff representative.
D. "Building standard" refers to typical construction materials and details used throughout the building. Coordinate with
Property Manager.
E. "Provide" refers to purchase, delivery, and installation of item mentioned. Include all fees, tests, notifications, and work
associated to complete the job to the fullest level.
01300 SUBMITTALS
Submit shop drawings for architect's review for all items requiring fabrication (doors/hardware, finish materials, accessories,
elevator, etc.) The general contractor shall review and stamp all submittals prior to the architect's submittal. Components ordered
and/or installed without submittal approval will be replaced at contractor's sole expense to comply with drawings/specifications.
General contractor is responsible for submitting the following items to the architect and owner for review:
A. Shop drawings: One legible PDF or blackline.
B. Product Data: PDF or two (2) 8.5" x 11" copies.
C. Samples: Three (3) of each finish sample as listed onthe specification sheets. Two (2) shall be delivered to the Owner
and one (1) to the architect unless noted otherwise.
D. Submit carpet seaming diagram for architect's review for all types of carpet specified, including transitions.
E. Submit fire protection construction drawings to architect for review of work being performed as design/build.
Architect shall have up to five (5) working days to review and approve/reject submittals.
01400 PROJECT COORDINATION
1. A pre-construction meeting will be conducted to review all procedures, schedule and phasing of the project.
2. A weekly jobsite meeting or conference call will be required.
3.A project schedule, submittal schedule, and a list of subcontractors will be required by the first regularly scheduled weekly meeting.
The project schedule shall be updated as required throughout the construction period.
4. Pay applications will be submitted to the architect for review and will follow standard AIA conventions, including partial and final
lien waivers.
01710 FINAL CLEANING
1. Prior to acceptance of the work by the owner, the general contractor shall:
A. Vacuum all carpeted areas.
B. Dust all surfaces other than floors with clean rags.
C. Employee services of professional window washers to thoroughly clean, wash and polish all glass. Cleaning materials
and methods shall be as recommended by manufacturer in order to avoid scratching or scouring of special surfaces. Investigate
required setting time of all glass films and schedule glass cleaning accordingly.
D. Remove marks, stains, fingerprints, other soil and dirt from painted decorated surfaces and glass.
E. Clean and polish hardware for all trades as necessary to establish new condition.
F. Remove spots, soil, paint from tile work; wash and seal.
G. Clean fixtures and equipment, remove stains, paint, dirt and dust.
H. Remove temporary floor protection for finished floor; clean and polish such floors.
I. Where resilient flooring is supplied, clean, wax (where recommended) and polish all resilient floor surfaces.
2. Contractor and each subcontractor shall remove and dispose of all tools, equipment, surplus materials, and rubbish pertaining to
his work.
DIVISION 2 – SITE WORK:
02070 - DEMOLITION
1. Provide demolition related to the project work in accordance with any base building specifications or requirements prior to
beginning demolition.
2. Return scope of work to original base building condition, including, but not exclusive of the following: Removing doors, door
frames, hardware, finishes, existing partitions not noted to remain, existing floor-covering, acoustic ceiling tile and power/telephone
receptacles where existing partitions are to be removed.
3. Patch base building columns and window framing where existing partitions are to be removed.
4. Existing materials (i.e. hollow metal frames, doors, light fixtures) shall be cleaned, refurbished and reused (when consistent with
the architectural specifications and drawings), whenever possible.
5. Patch all existing walls and ceilings scheduled to remain, to provide a compatible surface to receive specified new finish.
DIVISION 3 - CONCRETE
03300 - CONCRETE
1. Provide concrete patching as required.
2. All coring should be coordinated with the landlord. Any damage caused during the process of coring is the responsibility of the
general contractor.
3. Floor leveling shall be provided to meet manufacturer's requirements for finish materials, including carpeting and tile.
DIVISION 5 - METALS:
Not Used
DIVISION 6 - WOOD & PLASTICS:
1. Before starting fabrication work or ordering materials, the Contractor shall obtain, and be responsible for, all field dimensions. The
Architect will not be responsible for verification of field conditions or dimensions on shop drawings if submitted.
2. Coordination of millwork items with new construction, fixtures, furniture, appliances and other related items shall be the
responsibility of the Contractor.
06100 - ROUGH CARPENTRY
1. This work includes generally not exposed carpentry work. Rough carpentry includes:
A. Wood nailers, blocking or sleepers
B. Wood furring
C. Wood framing (See Structural)
2. Provide fire retardant treatment as required by governing ordinance and one that will not bleed through finish surfaces.
3. Provide seasoned lumber with 15% maximum moisture content at time of dressing.
4. Provide blocking in all partitions where required to anchor wall standards, cabinetry, equipment, or other items.
5. Wood door frames, wood windows, wood millwork, wall hung casework, televisions and furniture shall be installed over solid wood
grounds and blocking. Provide No. 1 Grade Douglas Fir, or No. 3 Grade Yellow Pine. All wood shall be fire retardant.
DIVISION 6 (continued)
06402 - INTERIOR ARCHITECTURAL MILLWORK
1. Provide architectural millwork as shown on drawings.
2. Types of architectural millwork include, but are not limited to the following:
A. Standing and running trim
3. Mark each assembled unit of architectural woodwork with manufacturer's identification and grade mark evidencing compliance
with indicated AWI quality grade. Locate grade mark on surfaces which will not be exposed after installation.
4. All work shall be fabricated from and installed to the highest industry standards. Comply with applicable requirements of
"architectural woodwork quality standards" published by the Architectural Woodwork Institute (AWI), except as otherwise indicated. All
work shall be installed plumb, level, true and aligned with no distortions. Scribe edges to fit with adjoining surfaces without voids or the
use of surface applied trim. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0" for plumb and level
(including countertops); and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining
surfaces. Work shall be free of defects and warranted for 1 year. No interior millwork/casework shall be delivered prior to drywall
completion.
5. Submit manufacturer's certification, stating that the fabricated work complied with the quality grades and other requirements
indicated.
6. Shop drawings: Submit shop drawings showing location of each item, dimensioned plans and elevations, large scale, installed
boards with edges perpendicular to supports, with end joint staggered over supports, except where recommended in a different
arrangement by manufacturer.
7. Solid wood: All painted solid wood to be paint grade poplar.
8. Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain field measurements and verify
dimensions and shop drawing details as required for accurate fit.
9. Coordinate finishing of millwork with the painting sections of these specifications and shop - apply specified finishes. Clean and
prepare surfaces. Fill exposed nail holes. Use matching wood filler for millwork receiving transparent finish.
10. Opaque Finish:
A. General finish standard: Special finish, see Section 09910, Premium grade, closed grain finish.
B. Shop application: Primer, color coat and catalyzed varnish; sanded between coats; sprayed finish; final coat rubbed to
medium sheen.
C. Final finish (field): touch-up only.
11. Standing and running trim: install with minimum number of joints possible, using full length pieces (from maximum length of
lumber available) to the greatest extent possible. Stagger joints in adjacent and related members. Cope at returns, miter at corners
and comply with quality standards for joinery.
12. Anchor woodwork or veneer panels to anchors or blocking built-in or directly attached to substrates. Secure to grounds, stripping
and blocking with countersunk concealed fasteners and blind nailing as required for a complete installation. Except where prefinished
matching fasteners heads are required, use fine finish nails for exposed nailing, countersunk and filled flush with woodwork, and
matching final finish where transparent finish is indicated.
13. Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not possible to
repair properly, replace woodwork. Adjust joinery for uniform appearance.
14. Clean woodwork on exposed and semi-exposed surfaces. Touch-up shop-applied finishes to restore damaged or soiled areas.
15. Installer of architectural woodwork shall advise contractor of procedures required to protect architectural woodwork during
remainder of construction period to ensure that work will be without damage or deterioration at time of acceptance. Protect finished
surfaces with heavy-duty canvas or polyethylene sheets.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION (see MEP drawings for additional information):
07210 - BUILDING INSULATION
1. Provide acoustic insulation that is plenum approved. 3" sound attenuation batts where indicated on the drawings. Acoustic
insulation shall be approved equal to Thermafiber. Ceiling and floor metal tracks shall be bedded in two continuous beads of
acoustic caulking.
2. Formaldehyde-Free Glass Fiber Blanket Insulation shall be Polypropylene-Scrim, Glass-Fiber Blanket Insulation ASTM C 665,
Type II (non-reflective faced), Class A (faced surface with a flame spread index of 25 or less).
3. Contractor to maintain fire rating at all rated partitions.
07950 - JOINT SEALANTS
1. Sealants/caulking: provide suitable material for each interior or exterior application. Seal all penetrations of exterior walls and
between floor work to maintain assembly rating. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic
at frames and millwork. Completely seal joints around frames, countertops, back splashes, side joints between wall and base
cabinets, and joints at glass doors/sidelights and glass panel heads, tracks and joints, unless noted otherwise. Install per
manufacturer's recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints shall
be even, smooth, uniformly tooled and as minimum profile required for seal. Set interior glazing in continuous bed of sealant.
Clean adjacent surfaces of excess sealant prior to start of curing.
2. Provide acoustical sealant as noted in wall types and at break metal panel and trim cap connections.
6. Sealants / Caulking: Provide suitable material for each interior or exterior application. Seal all penetrations in the exterior walls
and between floor slabs. Interior sealant shall be clear silicone at all glazing and paintable siliconized acrylic at frames and millwork.
Completely seal joints around frames, countertops, backsplashes, and joints at glass doors / sidelights. Install per manufacturer’s
recommendations. Provide backer rod where required. Prime surfaces to be sealed to assure bond. All joints shall be even,
smooth, uniformly tooled and as minimum profile required for seal. Extra care shall be taken at butt joint tempered glass panels.
Clean adjacent surfaces of excess sealant prior to start of curing.
DIVISION 8 - DOORS & WINDOWS, FRAMES AND HARDWARE (See door schedule):
1: All doors, frames, and glazing shall meet applicable codes. Exit doors shall be operable without the use of a key or special
knowledge. Provide Fire Rated Assemblies where noted in Door Schedule. The Contractor shall verify all existing and new doors,
frames and hardware meet building standards and/or ADA Requirements. All new wood doors shall be stained to match architect's
wood sample. Door frames, and hardware to match building standard.
08100 - METAL DOORS AND FRAMES
1. Provide hollow metal window frames as indicated and scheduled on the drawings, U.N.O.
2. Submittals
A. Product Data: Submit manufacturer's technical product data substantiating that products comply with requirements.
B. Shop Drawings: Submit for fabrication and installation of steel frames. Include details of each frame type, conditions at
openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints
and connections. Show anchorage and accessory items.
3. Provide schedule of frames using same reference numbers for details and openings as those on contract drawings.
4. Inspect metal work upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all
respect to new work and acceptable to architect; otherwise, remove and replace damaged items as described.
5. Provide shop applied paint primer rust inhibitive enamel or paint, either air - drying or baking, -Suitable as a base for
specified finish paints.
6. Fire-rated door assemblies: Where fire rated door assemblies are indicated or required, provide fire-rated door and frame
assemblies that comply with NFPA 80 "Standard for Fire Doors and Windows" and have been tested, listed, and labeled in
accordance with ASME 152 "Standard Methods of Fire Tests of Door Assemblies " by a nationally recognized independent testing
and inspection agency acceptable to authorities having jurisdiction.
08710 - FINISH HARDWARE
1. Provide finish hardware for the project as shown on drawings, unless otherwise noted. Match existing finish.
2. The hardware contractor shall be responsible for thoroughly detailing the entire project to insure the items specified will
properly function in the indicated locations, this includes glazed doors and electronic strikes, magnetic locks, etc.
3. For labeled openings provide hardware in accordance with National Fire Protection Association's standards and local
ordinances.
4. Provide keying and keying schedule in accordance with owner. Coordinate with owner.
5. Door Hardware: Hardware shall be commercial grade lever handle passage or lock sets with Satin Chrome finish and
match building standard for type, style and finish (Stanley) unless otherwise noted. Comply with all applicable handicapped access
requirements. The contractor shall coordinate with owner, the keying of all new and existing locksets per the Building Managers
direction. Provide three keys per lockset. Door hardware submittals must be approved by architect prior to ordering.
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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Specifications
LS
JBT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400 p / 913.492.2437 f
Plan Review 26 October 2015
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
Unit Conversion
Carmel Senior
Living
Mechanical / Electrical / Plumbing Engineer
13390 N. Illinois Street
Carmel, Indiana 46032
Not to Scale
A1 Copy of Specifications
Memory Care Salon
10/26/2015
DIVISION 8 (continued):
08800 - GLASS & GLAZING
1. Provide each type of glass as shown on the drawings and listed in the item specification sheets, provide all components for a
complete installation.
2. Glass shall conform with federal specifications DD G451-C.
3. Unless otherwise shown, confirm with details and procedures of the "Glazing Manual" (flat glass jobbers association).
4. All glass shall be tempered where required by code.
5. Tempering designation to be deleted from glass.
6. All tempered glass shall be tempered without tong marks or labels.
7. All glass shall be 1/2" thick unless otherwise specified (match existing).
8. Each type of glass specified to be produced by one (1) manufacturer.
9. A 6" x 6" sample to be submitted of each type of glass specified, each type of glazing, each type of tape compound and a small
length.
10. Openings and cut glass accurately to fit each opening with minimum edge. Measure all clearances and bit on glass as specified
FGJA. If glass is to be cut to size at project site, deliver each piece to project at least 2" larger (in both dimensions) than required, so as
to cut edges without the necessity of seaming or nipping. Tempered facilitate the cutting of clean-glass shall not be seamed, nipped or
abraded at the jobsite. All obstructions and deleterious.
11. Clean glazing stops and rabbets to receive glazing materials of substances which might impair the work. Remove protective
coatings which might fail in adhesion or interfere with bond of sealant. Comply with manufacturer's instructions for final application of
primer and glazing compounds or tapes. Wiping of surfaces immediately before a wipe metal surface with Xylol.
12. Prime surfaces to receive glazing compounds in accordance with manufacturer's recommendations, using recommended primer.
13. Inspect each piece of glass before installation. Pieces which have significant impact damage at edges, scratches or abrasions of
faces, or any other evidence of damage shall not be installed. Locate setting blocks at the quarter points of sill, but no closer than 6" to
corners of glass.
14. Use blocks of proper size to support the glass in accordance with manufacturer's recommendations where continuous gaskets or
provide spacers for all glass to separate glass from stops.
15. Tape are required. Locate spacers 36" O.C. maximum inside and out, with minimum of two (2) spacers per edge of glass.
16. Set glass in a manner which produces greatest possible degree of uniformity of appearance. Face all glass which has dissimilar
faxes with matching faces in the same direction.
17. Glazing materials from different sources shall not be used in the same joint systems unless the manufacturer of each material has
stated, in writing, that his material is fully compatible with the other materials.
18. Use masking tape or other suitable protection to limit coverage of glazing materials to the surface intended for sealants.
19. Butt lap ends of sealant tape in accordance with the manufacturer's recommendations.
20. Tool exposed surfaces of glazing materials to provide a slight wash away from the glass. Install exposed tapes and gaskets with a
slight protrusion above stops in the final compressed condition.
21. Clean excess sealant or compound from glass and framing members immediately after application, using solvent or cleaners
recommended by manufacturer.
22. Cure sealants in accordance with the manufacturer's instruction to attain maximum durability and adhesion in glass and framing as
soon as possible.
23. Protect glass from breakage immediately upon installation. Use streamers of ribbons suitably attached to framing and held free of
the glass. Warning markings shall not be applied directly to the glass.
24. Remove and replace glass which is broken, cracked, shipped, by any source, including weather, vandalism and accidents during
construction period.
25. Maintain glass in a reasonably clean condition during construction so that it will not become stained and will not contribute to the
deterioration of the glazing materials.
26. Wash and polish on both faces, not more than four (4) days prior to date of final acceptance. Comply with instructions and
recommendations of glass manufacturer of cleaning in each case.
DIVISION 09 - FINISHES:
GENERAL:
1. The General Contractor shall verify the availability and delivery dates of all finish materials within 10 days of contract award. Any
items that are found to adversely affect the completion deadline of the Project will be brought to the attention of the Architect in writing for
re-evaluation of the material.
2. All flooring materials shall be placed over smooth, true, and even substrates with no imperfections or unevenness. The Contractor
shall clean and prepare floor to receive all materials per the manufactures recommendations. If a leveling compound is used, install
per the manufactures recommendations to achieve a smooth substrate. Installation of floor materials will indicate acceptance of
substrate by flooring subcontractor. The building premise to be occupied by the tenant shall have a floor that should be level to within
¼"in 10' non-cumulative.
09250 GYPSUM BOARD AND FRAMING ACCESSORIES
1. Provide gypsum drywall (Made in USA) and associated work as shown on the drawings. Refer to floor plan and wall types for wall
construction.
2. General Standards: GA-216 by Gypsum Association, and manufacturer's instructions (whichever is general standard: GA.2 -
More stringent).
3. Fire resistance ratings: Provide gypsum drywall systems which have passed a test by a recognized testing agency for the fire
resistance rating indicated.
4. Sound attenuation construction : Provide gypsum drywall systems which have passed a test by a recognized testing agency for the
sound transmission class indicated.
5. Provide metal runners for studs, metal furring channels, clips z-furring channels, 1 1/2" cold rolled channels, wire hangers, ties and
other incidentals necessary for the work. Studs shall be ASTM C-645 with manufacturer's standard corrosion-resistant zinc coating,
25 Gage C-shaped studs with associate runner channels. Studs and runners shall be in depth indicated and 0.0179 inch thick, unless
otherwise indicated. Panel products shall be provided in maximum lengths available to minimize end-to-end butt joints.
6. Provide ASTM C36 Type x 5/8" thick 48" wide gypsum drywall. Type as required for specific fire-resistance-rated assemblies and
Sag-resistant type for ceiling surfaces.
7. Trim accessories: Trim accessories to be ASTM C 1047, formed from galvanized or aluminum-coated steel sheet, rolled zinc, or
plastic. Provide manufacturer's standard metal trim accessories, of the beaded type with face flanges for concealment in joint
compound except where semi-finishing or exposed type is indicated. Provide metal corner beads, L-shaped edges trim beads, U-type
trimbeads, special L-Kerf type edge tri beads and one piece control beads. Provide cornerbead at outside corners, unless otherwise
indicated. Provide LC-bead (J-bead) at exposed panel edges.
8. Gypsum board fasteners: Type recommended by gypsum board manufacturer except as otherwise indicated.
9. Joint treatment materials to be ASTM C 475. Joint tape to be paper unless otherwise recommended by panel manufacturer. Joint
compounds to be drying-tape, ready-mixed, all-purpose compounds. Cementitious backer unit joint-treatment materials to be products
recommended by cementitious backer unit manufacturer. Acoustical sealant for exposed and concealed joint to be non-sag, paintable,
nonstaining latex sealant complying with ASTM C 834.
10.Sound attenuation blankets: Semi rigid mineral fiber without membrane, FS HH-1-521, Type I, S Thickness as shown. Sound-
attenuation blankets to be ASTM C 665.
11. Frame door and other openings with studs, runners, gage, number and arrangement to comply with manufacturer's
recommendations for size of opening, weight of doors and height of stud size, unless otherwise indicated.
12. Install gypsum boards in lengths and directions which will minimize number of end joints, and avoid end joints in central areas.
Install walls and partitions with exposed gypsum boards vertical, with joints offset on opposite sides of partitions. Otherwise, install
boards with edges perpendicular to supports with end joint staggered over supports, except where recommended in a different
arrangement by manufacturer.
13. Provide flush hinged metal access panels as required for appropriate mechanical, electrical and Plumbing systems in gypsum
board ceilings and soffits. Submit proposed locations and access panel product information for architect's review. (Re: 08311)
14. Wall Construction: Include mineral wool sound attenuation batts and acoustical sealant as indicated. Batts shall extend full height of
wall and tightly fit between studs. Refer to floor plan and wall types for locations and variations. Provide additional bracing to structure as
required. Place control joints per USGA practices, 30' o.c., max., and at other conditions susceptible to cracking including long header
spans. Provide/coordinate wall penetrations as required for work of other trades. All wall penetrations shall be acoustically sealed for
no sound transmission. Provide double studs at all door jambs. Provide Asphalt-Saturated Organic Felt Isolation Strip at Exterior
Walls/Mullions according to ASTM D 226. Lay out all walls by chalk line for architect's review prior to framing. Align walls with existing
unless indicated otherwise.
A. Gypsum Board Finish Levels: Painted surfaces finish panels to be Level 4 as according to ASTM C 840.
B. All walls must be smooth and without defects. No telegraphing of joints will be allowed.
DIVISION 9 (continued):
09660 - RESILIENT FLOOR TILE
1. Provide luxury vinyl composite tile flooring in gauge, size and color as specified. Install in accordance with manufacturer's
recommendations.
2. Clean substrate, fill cracks, holes and depressions, and level within 1/8" in 10' before laying resilient floor.
3. Adhesive: as recommended by manufacturer.
4. Cleaning: not more than four (4) days before acceptance or occupancy, clean the resilient flooring. Wash thoroughly with a cleaner
recommended by the flooring manufacturer, using a cleaning process per flooring manufacturer recommendations.
5. Waxing: as soon as the resilient flooring is completely dry after cleaning, apply a heavy coat o floor wax, if recommended by
manufacturer. Buff thoroughly with mechanical buffers in accordance with the floor instructions and wax manufacturer's instructions.
Wax floors with slip resistant water emulsion type wax.
6. Submit three (3) sets of maintenance specifications to the architect.
09795 - FLOORING UNDERLAYMENT
1. Floors shall be latexed to be true and level at all areas where it is required to maintain the proper relationship between the floor,
adjacent floor finishes, and these areas shall include, but not be limited to, door openings, glass partitions, millwork installation, cabinet
and shelving units, files etc. The maximum slope allowed to be 1/4" in 10'-0" in addition, provide latex where shown on drawings. If
floor level is not in accordance with this floor level requirement it is the responsibility of the contractor to repair this deficiency prior to
tenant construction. The General Contractor is to notify the Owner of any deficiencies prior to the start of construction.
2. Provide flooring underlayments to accommodate specified finish flooring. All materials to be in accordance with manufacturer's
recommendations for each finished flooring material.
09910 - PAINT
1. Provide painting and related work as shown on the drawings.Paint all exposed painting surfaces except where natural finish of the
material is obviously intended and/or noted not to be painted.
2. Apply two (2) finish coats of architect's approved paint (over the prime coat), unless indicated otherwise. Finish coats to be as
follows: A. Walls: Eggshell Finish B. Ceilings: Flat Finish C. Doors/Door frames: semi gloss finish. Paint shall be of non- V.O.C.
emission, Ultra Spec 500 as manufactured by Benjamin Moore or approved equal.
3. Provide all materials, brushes, tools, ladder, any equipment of any kind necessary for proper execution of the work.
4. Protect all hardware, lighting fixtures, etc. before painting. Protect all finish surfaces in areas where paint is being applied.
5. Workmanship shall be first class in every respect with all materials evenly spread and smooth without runs or sags.
6. All prime coat to be tinted to approximate shade of final coat. First coat to be primer/sealer for all previously finished surfaces as
indicated on finish specifications. For new construction scheduled to receive paint, apply first coat of primer/sealer as indicated on finish
specifications. All sections, spots or hot spots, after primary application shall be touched up before applying the second coat to produce
a smooth and level surface. The final coat shall not be applied until after other trades whose operations would be detrimental to finish
painting have finished their work in the areas to be painted.
7. Paint all scheduled hardwood trim. First coat primer, second and third enamel lacquer.
8. Work not included: Unless otherwise indicated, shop priming of ferrous metal items and fabricated components are included under
their respective trades. Pre-finished items, are not included. Finished metals such as anodized aluminum, stainless steel, bronze , and
similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance
rating, names or nomenclature plates or code required labels.
9. Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing,
as directed by architect.
10. Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators and techniques best suited for
materials and surfaces to which applied.
11. Apply additional coats when undercoats, stain or other conditions shown through final paint coat, until paint film is of uniform finish,
color and appearance.
12. Paint back sides of access panels and removable or hinged covers to match exposed surfaces.
13. Omit first coat (primer) on metal surfaces which have not been shop primed and touch up painted, unless otherwise specified.
14. Apply prime coat to material which is required to be painted or finished and which has not been prime coated by others.
15. Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film to thickness of not
less than 2.5 mils. for entire coating system of prime and finish coats for coat work.
16. All exposed or visible ductwork, conduit, pipes, raceways, etc. shall be painted to match the ceiling (Benjamin Moore - Superspec
Latex Paint, Color: Superwhite, flat finish)
17. Properly clean, prepare, and repair all surfaces prior to painting. Paint application shall be smooth, uniform, and free from defects.
Prior to Final Inspection, remove all paint splatters, drops or drips for surrounding surfaces. All paint shall be commercial grade, and
resist chipping and bleeding. Paint shall have no rub-off residue.
DIVISION 10 - SPECIALTIES:
10431 - SIGNAGE
1. Room Signage: Provide ADA approved signage at utility rooms, properly addressing raised and braille characters, pictograms,
finish and contrast, character proportion and height, and mounting height. Submit sample and full list of room name and numbers for
approval by the tenant prior to order.
10520 - FIRE PROTECTIN SPECIALTIES
1. Fire Sprinkler: Replace existing chrome semi-recessed sprinkler heads with new white recessed heads throughout the suite.
Provide concealed heads at gypsum ceiling and soffit locations. Relocate sprinkler heads as necessary.
DIVISION 11 - EQUIPMENT:
Not Used
DIVISION 12 - FURNISHINGS:
Not Used
DIVISION 13 - SPECIAL CONSTRUCTION:
Not Used
DIVISION 15 - MECHANICAL:
1. Mechanical and Plumbing Contractors shall thoroughly review all existing conditions, equipment, and systems prior to bidding.
Verify conditions above ceiling. Refer to Divisions 1& 2 of this specification for additional information.
2. The General Contractor shall review and verify the mechanical design with the Building Manager/Engineer prior to starting the work.
3. Refer to Mechanical Drawings for additional specification.
DIVISION 16 - ELECTRICAL:
1. Electrical Contractors shall thoroughly review all existing conditions, equipment, and systems prior to bidding. Verify conditions
above ceiling. Refer to Divisions 1& 2 of this specification for additional information.
2. All new above or ceiling mounted electrical items shall be installed and shall conform to all local, state and federal codes.
3. All emergency lighting, exit lighting, voice and or strobe notification systems shall be installed and shall conform to all local, state and
federal codes.
4. Refer to Electrical Drawings for additional specification.
General Notes
1. Do not scale these drawings for construction purposes. In the
event of omission of necessary dimensions the contractor shall
notify the construction manager.
2. All dimensions on 1/8" and 1/4" scale plans are to outside
face of gypsum board or centerline of columns unless noted
otherwise.
3. All gypsum board partition dimensions are nominal unless
noted otherwise. Contractor to verify all dimensions and
conditions at the job site. Notify Architect of any dimension
discrepancies.
4. Refer to elevations or details for dimensions not indicated on
plan drawings.
5. Verify size, location, and characteristics of all work and
equipment to be installed (whether furnished by owner or by
contractor(s)) before any construction pertaining to same is
started.
6. Verify and coordinate the size and location of all openings for
structural, mechanical, and electrical work and equipment with all
trades involved.
7. Ceiling heights indicated on the reflected ceiling plans are
taken from the finished floor elevation. The size, location, and
characteristics of all MEP and structural items shall be verified
before ceiling construction is started.
8. Coordinate with all trades in order to maintain scheduled
ceiling heights. Verify that required operations and maintenance
clearances are provided for all equipment items.
9. All items noted as 'by Others' or 'by Owner' are to be
coordinated with new construction.
10. Install all items in accordance with the manufacturer's written
instructions except where the drawings are more stringent. Notify
the construction manager in writing of any conflicts.
11. Perform all work in accordance with applicable local codes
and ordinances and under requirements established by general
conditions of the contract.
12. Secure all permits and approvals as required by authorities
having jurisdiction and utility companies prior to beginning work.
13. Remove rubbish from premises as often as necessary or as
directed in order to keep premises clean and exit ways clear.
Provide complete and thorough cleaning periodically as the work
progresses and upon completion of construction.
14. Install work readily accessible for operation, maintenance,
and repairs.
15. Drawings are prepared to scale unless noted NTS (not to
scale)
16. All notes and details marked "typ." apply to similar
conditions throughout the project whether specifically
noted or not.
17. All new door frames (at the interior face of the jamb
on the hinge side) to be located 2" from adjacent walls
unless noted otherwise.
18. The location and dimension of the existing
architectural, structural, and MEP elements are taken
from job site surveys. Field verification is required by the
contractor prior to any construction involving these items.
19. All shop drawings shall be submitted to the design
and construction manager for review prior to fabrication or
purchasing.
20. All penetrations through fire-rated assemblies are to
be sealed with U.L. approved fire-rated sealant and
assemblies. Survey existing space and patch areas
missing or deficient.
21. Paint all walls unless otherwise noted with a
minumum of (1) prime coat and (2) finish coats of non-
VOC paint. See finish schedule.
22. New switching to be located at 48" AFF.
23. Install fire protection devices, to include smoke
detectors, fire alarms, alarm speakers, ADA strobes, etc.
as required by local building codes, Re: Design-build Fire
Protection Drawings.
24. Contractor to prepare wall, floor and ceiling surfaces
as required and recommended by manufacturer to receive
new finishes as indicated on finish plan and schedule.
All floors to be level.
25. Place control joints where gypsum board partitions
meet columns and building shell.
26. Patch all existing gypsum board partitions, column
enclosures, etc. that are scheduled to remain to a
condition ready to receive scheduled finish.
27. Add sprinkler heads as required by local building
codes, Re: Design-Build Fire Protection Drawings.
Fire Protection Scope of Work:
1. Contractor to provide as design-build.
Demolition Notes:
1. Demolish and remove all elements shown as dashed. Patch and repair walls, ceilings and floors to remain
as affected by demolition and prepare for new finishes. Coordinate the removal of associated mechanical,
electrical and plumbing elements.
2. Contractor shall remove, haul off site and dispose of all existing construction not to be salvaged. Comply
with all governing regulations related to hauling, recycling and disposal of demolished materials.
3. Remove existing flooring to subfloor and wall finish to gypsum layer throughout, unless noted otherwise.
Repair and prepare substrate for new finishes, including remaining walls, columns, and exterior walls.
4. Salvage existing doors, frames, and hardware for reuse at new locations. Refinish or touch-up for new
appearance.
5. Contractor shall coordinate all schedules with owner prior to commencement of work, including demolition
duration, working times, building access and after-hours work.
6. Remove existing exit lights, horn strobes and speakers and relocate or reinstall as required. Items shown
on reflected ceiling plan is for reference only. Verify with MEP drawings.
7. It is not expected that contractor will encounter hazardous materials. Hazardous materials, if present, shall
be removed by Others. If materials suspected of containing hazardous materials are encountered, do not
disturb; immediately notify Owner and Architect.
8. All conditions noted are from visual observation only and must be field verified by the Contractor. Any
discrepancies which will prevent the accomplishment of the intent shown on the drawings shall be brought to
the immediate attention of the Architect. It is expressly understood that the Owner will not be responsible for
interpretations and conclusions made by the Contractor.
9. Should any questions arise regarding the interpretation of the Contract Documents, reference shall be made
to the Architect for final interpretation. No alleged oral admission, condonation, or inadvertent neglect on the
part of the Architect and/or Owner shall be accepted as an excuse for failure to comply with the Contract
Documents.
10. Unless noted otherwise, partitions indicated for removal shall be removed entirely to the structure above.
11. Do not cut or remove any structural elements. Contractor shall notify Architect and Owner if any work may
affect structural elements. Provide temproary support and protect existing conditions as required.
12. Hazardous conditions, such as floor openings exposed by removal of walls or by cutting, or wall openings
to shafts, shall be provided with temporary protectives. Contractor is responsible for all site safety.
13. Any utilities including electrical, plumbing or mechanical items that are shown to be removed or are within
walls to be removed shall be removed back to their source and capped or prepared for reuse as noted.
14. Cap any abandoned wiring in wall, floor, or ceiling.
15. Remove existing window blinds throughout project scope at start of project, professionally clean, re-install at
project completion.
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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A2.0
Specifications
LS
JBT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400 p / 913.492.2437 f
Plan Review 26 October 2015
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
Unit Conversion
Carmel Senior
Living
Mechanical / Electrical / Plumbing Engineer
13390 N. Illinois Street
Carmel, Indiana 46032
Not to Scale
A1 Specifications
Memory Care SalonNot to Scale
H16 Construction Notes
Not to Scale
A16 Demolition Notes
10/26/2015
MD
8"45°
BUTTERFLY DAMPER (TYP.)
(IF SHOWN ON PLANS)
ROUND DUCT
RECTANGULAR
DUCTWORK
MAIN TRUNK DUCTWORK
AIRFLOW
552-01
DUCTWORK TAKEOFF
NOT TO SCALE
SB-1
Salon
C170
Toilet
C169
V
SA
N
3
3
1
2
5
G 50 CFM8"x6"
Salon
C170
GENERAL MECHANICAL NOTES
1. ROUND BRANCH DUCT RUNOUTS AND FLEXIBLE DUCT SHALL BE THE SAME SIZE OF
DIFFUSER NECK UNLESS NOTED OTHERWISE.
2. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 5'-0".
3. SOME ROOM NAMES ARE NOT SHOWN FOR PURPOSE OF CLARIFYING PLAN. REFER TO
ARCHITECTURAL PLANS FOR REFERENCE TO R00M NAMES NOT SHOWN.
4. ANY POWER FOR CONTROL SYSTEMS TO BE PROVIDED BY E/C IS INDICATED ON
ELECTRICAL PLANS. ANY ADDITIONAL LINE VOLTAGE OR LOW VOLTAGE POWER
REQUIRED BY THE M/C OR SUBCONTRACTORS TO HAVE A FULLY FUNCTIONING SYSTEM
SHALL BE PROVIDED BY THE M/C CONTRACTOR OR SUBS.
5. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF THE DUCTWORK
AND PIPING WITH THE POSITION AND LAYOUT OF THE TRUSSES. THIS CONTRACTOR IS
RESPONSIBLE FOR PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR
DUCTWORK AND PIPING AS NEEDED TO INSTALL THE HVAC SYSTEM AS IT IS DESIGNED
WITHIN THE STRUCTURE.
6. DISCONNECT AND REMOVE ANY EQUIPMENT, PIPING OR DUCTWORK THAT WAS
INSTALLED AS PART OF THE BUILDING SHELL THAT IS NOT NEEDED OR CONFLICTS WITH
THIS TENANT BUILD OUT.
7. FOR BALANCING THE OUTSIDE AIRFLOW QUANTITIES REFER TO HVAC SCHEDULES.
8. PROVIDE ACCESS DOORS IN DUCTS AHEAD OF ALL AUTOMATIC, FIRE AND SMOKE
DAMPERS.
9. THE CONTRACTOR SHALL COORDINATE THE ROUTING AND PATH OF PIPING WITH THE
POSITION AND LAYOUT OF THE STRUCTURE. THIS CONTRACTOR IS RESPONSIBLE FOR
PROVIDING NECESSARY OFFSETS, TURNS, RISES AND DROPS FOR PIPING AS NEEDED
TO INSTALL THE PLUMBING SYSTEM TO CLEAR STRUCTURE AND OTHER SYSTEMS IN
CONFLICT WITH PIPE ROUTING.
10. COORDINATE WORK WITH OTHER TRADES TO INSTALL SYSTEMS ABOVE CEILING
HEIGHTS INDICATED ON ARCHITECTURAL PLANS.
11. NO SANITARY PIPING BELOW GRADE SHALL BE LESS THAN 2".
12. ALL WATER PIPING SHALL BE 3/4" UNLESS NOTED OTHERWISE.
13. NO PIPING SHALL BE INSTALLED WHERE IT WILL SUBJECT TO FREEZING
TEMPERATURES. COORDINATE EXACT ROUTING OF ALL PIPING WITH OTHER TRADES,
EQUIPMENT AND PLUMBING FIXTURES.
14. ALL VENT PIPING IS SHOWN DIAGRAMMATIC. USE APPROPRIATE FITTINGS FOR VENT
PIPING BELOW FLOOD RIM OF FIXTURE.
15. FIRE SEAL ALL PIPING PENETRATIONS ROUTED THROUGH FIRE RATED WALLS.
16. NOT ALL CLEANOUTS ARE SHOWN FOR DRAWING CLARITY. CONTRACTOR SHALL
INSTALL ALL CODE REQUIRED CLEANOUTS. COORDINATE LOCATIONS WITH ARCHITECT.
17. PROVIDE CLEANOUTS IN ALL HORIZONTAL DRAINS WITHIN BUILDINGS NOT MORE THAN
100 FEET APART. BUILDING SEWERS SHALL BE PROVIDED WITH CLEANOUTS LOCATED
NO MORE THAN 100 FEET APART MEASURED FROM THE UPSTREAM ENTRANCE OF THE
CLEANOUT. CLEANOUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION OF THE
BUILDING DRAIN OR HORIZONTAL WASTE OR SOIL LINES GREATER THAN 45 DEGREES.
WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A RUN OF PIPING, ONLY
ONE CLEANOUT SHALL BE REQUIRED FOR EACH 40 FEET OF DEVELOPED LENGTH OF
THE DRAINAGE PIPING. A CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH
WASTE OR SOIL STACK. THERE SHALL BE A CLEANOUT NEAR THE JUNCTION OF THE
BUILDING DRAIN AND THE BUILDING SEWER.
18. EXISTING UNDERGROUND PIPING LOCATIONS ARE ESTIMATED BASED UPON
ANTICIPATED ROUTINGS. FIELD VERIFY EXACT LOCATIONS DURING CONSTRUCTION
AND PROVIDE ALL NECESSARY MODIFICATIONS.
KEYED NOTES - MECHANICAL PLAN
1
2
3
EXISTING FIXTURE SHALL REMAIN IN PLACE.
EXTEND 3/4" DCW AND DHW FROM OWNER FURNISHED SHAMPOO BOWL TO
EXISTING RISER. CONTRACTOR TO VERIFY EXACT LOCATION.
EXTEND 2" VENT TO NEAREST VENT TO ROOF. CONTRACTOR TO VERIFY EXACT
LOCATION.
SAW CUT FLOOR AND EXTEND 2" SANITARY TO EXISTING SANITARY PIPE BELOW
GRADE. CONTRACTOR TO VERIFY EXACT LOCATION.
PROVIDE WHITE SIDEWALL SUPPLY GRILLE AND CONNECT TO EXISTING MAIN
DUCT SUPPLY. GRILLE SHALL BE TITUS 300RL WITH VOLUME DAMPETER AND
NECESSARY MOUNTING HARDWARE.
4
5
SECTION 15000 - MECHANICAL SPECIFICATIONS
GENERAL REQUIREMENTS
A. ALL WORK SHALL BE IN ACCORDANCE W/ LATEST EDITION OF INTERNATIONAL BUILDING, MECHANICAL & PLUMBING CODES, CODES AS ADOPTED BY CITY,
COUNTY, STATE & ALL OTHER APPLICABLE CODES.
B. FURNISH & INSTALL ALL LABOR & MATERIALS REQUIRED FOR COMPLETE, FUNCTIONING, MECHANICAL & PLUMBING SYSTEMS W/ ALL ASSOCIATED
EQUIPMENT & APPARATUS AS SHOWN ON PLANS. "PROVIDE" MEANS TO FURNISH & INSTALL.
C. OBTAIN & PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF THIS WORK & SHALL MAKE ARRANGEMENTS FOR MODIFICATIONS TO WATER, GAS &
SEWER CONNECTIONS TO BUILDING AS REQUIRED.
D. ALL MATERIALS SHALL BE NEW & SHALL BARE UL LABEL WHERE APPLICABLE.
E. VISIT SITE & OBSERVE CONDITIONS UNDER WHICH WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE CALLED TO ARCHITECT'S ATTENTION. NO
SUBSEQUENT ALLOWANCE WILL BE MADE IN CONTRACT FOR ANY ERROR OR NEGLIGENCE ON CONTRACTOR'S PART.
F. FINAL ACCEPTANCE OF WORK SHALL BE SUBJECT TO CONDITION THAT ALL SYSTEMS, EQUIPMENT, APPARATUS & APPLIANCES OPERATE
SATISFACTORILY AS DESIGNED & INTENDED. WORK SHALL INCLUDE REQUIRED ADJUSTMENT OF SYSTEMS & CONTROL EQUIPMENT INSTALLED UNDER
THESE SPECIFICATIONS.
G. WARRANT TO OWNER QUALITY OF MATERIALS, EQUIPMENT, WORKMANSHIP & OPERATION OF EQUIPMENT PROVIDED UNDER THESE SPECIFICATIONS
FOR ONE YEAR FROM & AFTER COMPLETION OF BUILDING & ACCEPTANCE OF MECHANICAL SYSTEMS BY OWNER.
H. ALL MATERIALS INSTALLED IN PLENUMS SHALL BE NONCOMBUSTIBLE OR HAVE FLAME/SMOKE INDEX OF NO MORE THAN 25/50 IN ACCORDANCE W/ ASTM
E 84.
I. ROOF PENETRATIONS - MADE BY AUTHORIZED ROOFING CONTRACTOR WHEN REQUIRED.
SECTION 15100 - PLUMBING
PIPING
A. WATER PIPING - ALL WATER PIPING SHALL BE 95-5 TIN-ANTIMONY JOINED TYPE L COPPER. INSULATE W/ FIBERGLASS W/ ASJ & PVC COVERS.THICKNESS
IN ACCORDANCE W/ ASHRAE 90.1.
B. WASTE & VENT PIPING - CI BELL & SPIGOT OR HUBLESS CI W/ NEOPRENE GASKET FITTINGS W/ STAINLESS STEEL BANDS. SCHED 40 PVC W/ SOLVENT
WELDS MAY BE USED WHERE ALLOWED BY LOCAL CODE. PVC NOT ALLOWED IN PLENUMS.
VALVES
A. EQUIVALENT VALVES LISTED ON CURRENT COMPARISON CHARTS OF SPECIFIED VALVE MANUFACTURERS BY MILWAUKEE, STOCKHAM, POWELL, RED-
WHITE, CRANE, APOLLO, MUELLER, MUESSCO, WATTS, HAYS, ROCKWELL-NORDSTROM.
B. BALL VALVES - 2" & UNDER - BRONZE FULL PORT W/ TEFLON SEATS, BRONZE BALL & INSULATED HANDLE.
C. BALANCING VALVES - ARMSTRONG MODEL CBV I OR CBV II, 125 PSI-WP AT 250 DEGREES F., METER CONNECTIONS W/ BUILT-IN CHECK VALVES SCREWED
OR FLANGED ENDS. PROVIDE POLYURETHANE INSULATION COVER.
D. CHECK VALVES - 2" & SMALLER SCREWED OR SOLDER BRONZE CHECK VALVE, 200 PSI-WOG/125 PSI-WSP, TEFLON OR BRONZE DISC & SEAT RING. 2-1/2"
& LARGER FLANGED, ASTM 126 IRON BODY, BRONZE TRIMMED, 200PSI-WOG/125 PSI-WSP.
FIXTURES - SEE SCHEDULES
A. FIXTURES: OWNER FURNISHED, CONTRACTOR INSTALLED.
EXECUTION
A. PROVIDE UNIONS OR FLANGED JOINTS IN EACH PIPE LINE PRECEDING CONNECTIONS TO EQUIPMENT TO ALLOW REMOVAL FOR REPAIR OR
REPLACEMENT. PROVIDE ALL SCREWED & CONTROL VALVES W/ UNIONS ADJACENT TO EACH CONNECTION. PROVIDE SCREWED END VALVES W/ UNION
ADJACENT TO VALVE UNLESS VALVE CAN BE OTHERWISE EASILY REMOVED FROM LINE.
B. AFTER PIPING IS IN PLACE TEST LINES TO INSURE NO LEAKS.
C. ALL PIPING & EQUIPMENT SHALL BE SUPPORTED PROPERLY FROM STRUCTURE.
D. ESCUTCHEONS - PROVIDE NICKEL-BRASS OR CHROME PLATED ON ALL EXPOSED PIPES WHEN PASSING THRU WALL OR CEILING OF FINISHED ROOMS.
D. VERIFY FLOOR MATERIALS USED FROM ARCHITECTURAL PLANS & PROVIDE PROPER CLEANOUT TOPS, WHERE THEY OCCUR IN CARPET, QUARRY TILE,
VINYL TILE OR CERAMIC TILE.
SECTION 15200 - FIRE SUPPRESSION SYSTEMS
GENERAL REQUIREMENTS
A. PROVIDE MODIFICATIONS TO EXISTING WET OR COMBINATION WET/DRY SPRINKLER SYSTEM AS REQUIRED FOR BUILDING, OR AREA OF WORK SHOWN
ON DRAWINGS, COMPLETE W/ ALARM VALVES, DRAIN VALVES, MAINS, RISERS, BRANCHES, SPRINKLER HEADS, TEST PIPES, GAUGES, EXTERIOR ELECTRIC
BELL & DIALERS AS SHOWN OR REQUIRED. COORDINATE ALL WIRING & CONDUIT FOR A COMPLETE & FUNCTIONAL INSTALLATION.
B. AN APPROVED AUTOMATIC SPRINKLER CONTRACTOR SHALL PERFORM ALL WORK UNDER THIS HEADING. SYSTEM SHALL BE INSTALLED IN STRICT
ACCORDANCE W/ NFPA 13 UNDERWRITERS LABORATORIES (UL), & MUST BE ACCEPTABLE TO OWNER'S INSURER, AUTHORITY HAVING JURISDICTION & ALL
APPLICABLE LOCAL, STATE & NATIONAL CODES & STANDARDS. WHERE CONTRACT DOCUMENTS EXCEED REQUIREMENTS OF REFERENCED CODES,
STANDARDS, ETC., CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE
C. SPRINKLER SYSTEM SHALL BE CERTIFIED. CONTRACTOR SHALL RETAIN CERTIFICATION UNTIL CONTRACTOR TURNS COPIES OF CERTIFICATES & PERMITS
OVER TO OWNER. CONTRACTOR SHALL BE APPROVED & STATE LICENSED FOR DESIGN & INSTALLATION OF FIRE PROTECTION SYSTEMS. WORK DONE
UNDER THIS SECTION SHALL BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN ARE EXPERIENCED & REGULARLY ENGAGED IN INSTALLATION OF
FIRE PROTECTION SYSTEMS.
SPRINKLER HEADS
A. SPRINKLER HEADS - AS REQUIRED BY NFPA 13 MANUFACTURED BY CENTRAL, VIKING, STAR, RELIABLE, GRINNELL, AUTOMATIC. CONCEALED CHROME
PLATED BRASS WHERE EXPOSED. SIDEWALL WHERE REQUIRED. PROVIDED W/ NECESSARY HARDWARE FOR MOUNTING INTO HARD OR ACOUSTICAL
CEILINGS. REFERENCE ARCHITECTURAL DRAWINGS FOR CEILING TYPES & LOCATIONS. WHERE NO CEILINGS OCCUR, PROVIDE STANDARD BRASS UPRIGHT
OR PENDANT AS REQUIRED BY CONSTRUCTION.
B. SPRINKLER HEADS SHALL BE UNDERWRITERS-APPROVED, AUTOMATIC SPRAY TYPE. TEMPERATURE RATING OF HEADS SHALL BE 165 DEG F., EXCEPT
FURNISH 212 DEG F. HEADS WHERE REQUIRED.
C. LOCATION OF SPRINKLER HEADS IS NOT SHOWN ON DRAWINGS BUT NEVERTHELESS SHALL BE FURNISHED & INSTALLED TO MEET REQUIREMENTS OF
SPECIFICATIONS & NFPA. CENTER HEADS IN 2X2 TILE SPACEING IN ACOUSTIC CEILINGS. LOCATION OF HEADS SHALL BE AS APPROVED BY ARCHITECT.
PROVIDE HEAD GUARDS WHERE REQUIRED BY NFPA. FURNISH SPARE HEADS & WRENCHES MOUNTED IN METAL CASES WHERE DIRECTED BY ARCHITECT &
AS REQUIRED BY NFPA.
EXECUTION
A. ALL MODIFICATIONS & ADDITIONS SHALL BE PERFORMED WITHOUT HAMPERING PROPER OPERATION OF REMAINING SYSTEM. SHOP DRAWING
SUBMITTALS SHALL INDICATE BY CALCULATION TOTAL SYSTEM COMPLIANCE.
B. PROVIDE INSTALLATION OF WATER FLOW SWITCHES & TAMPER SWITCHES ON BYPASS LINES & SHUT OFF VALVES. WIRING BY ELECTRICAL
CONTRACTOR. COORDINATE W/ FIRE ALARM SYSTEM.
C. PIPING IN AREAS HAVING CEILINGS, OTHER THAN UNDERSIDE OF ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT CEILINGS MAY BE
EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM DECK. ALL PIPING SHALL BE CLEAN & FREE OF RUST. INSTALL SYSTEM SUCH THAT ALL PIPING IS
RIGIDLY SECURED & SUPPORTED. ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS & MAIN RUNS OF PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER
PIPING. CUTTING OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING IN
CEILING SPACE SHALL BE AT AN ELEVATION ABOVE TOP OF LIGHT FIXTURES & AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT FIXTURES & AIR OUTLETS
WITHOUT REMOVING HORIZONTAL PIPING. ROUTE ALL SPRINKLER PIPING & PROVIDE ALL OFFSETS, BENDS, & ELBOWS AROUND ALL MECHANICAL,
ELECTRICAL, & STRUCTURAL MEMBERS AS REQUIRED.
SECTION 15300 - HVAC
GENERAL
A. PROVIDE COMPLETE HVAC SYSTEM AS SHOWN ON DRAWINGS INCLUDING ALL NECESSARY EQUIPMENT, DUCTWORK, DIFFUSERS, GRILLES, & FILTERS.
PROVIDE OPERATING & MAINTENANCE INSTRUCTIONS ON ALL EQUIPMENT.
B. ALL HVAC WORK SHALL BE DONE IN STRICT ACCORDANCE W/ ALL REQUIREMENTS OF LOCAL BUILDING CODE, ASHRAE, NEC, NFPA & ALL OTHER
APPLICABLE CODES HAVING JURISDICTION.
DUCTWORK
A. HVAC DUCTWORK SHALL BE GALV SHEET METAL OF GAUGES & JOINT TYPES SPECIFIED IN SMACNA MANUAL. PROVIDE TURNING VANES IN ELBOWS.
B. VOLUME DAMPERS SHALL BE MANUAL LOCKING BLADE TYPE.
D. ALL DUCTWORK MUST BE SUPPORTED PROPERLY FROM STRUCTURE.
G. WRAP ALL SUPPLY & OUTSIDE AIR HVAC DUCTWORK W/ CERTAINTEED 1-1/2" THICK INSULATION W/ VAPOR BARRIER IN CONCEALED LOCATIONS. ALSO
LINE FIRST 10' OF SUPPLY DUCTWORK FOR SOUND ATTENUATION (IN ADDITION TO WRAP) LINE ALL RETURN AIR DUCTS & TRANSFER BOOTS W/ ½" LINER. DO
NO WRAP EXPOSED SPIRAL DUCTS.
SPECIALTIES
A. DIFFUSERS & GRILLES - SEE SCHEDULE. EQUIVALENT BY PRICE, TUTTLE & BAILEY, TITUS, METAL-AIRE, KRUEGER. COORDINATE COLOR, MOUNTING W/
DUCT, CEILINGS, ARCHITECT.
EXECUTION
A. COORDINATE W/ E/C TO PROVIDE ALL WIRING BETWEEN EQUIPMENT, DAMPERS, THERMOSTATS & ALL OTHER REQUIRED CONTROLS & DEVICES.
PROVIDE ANY REQUIRED INTERFACES TO FIRE ALARM OR SIMILAR SYSTEMS.
SECTION 15900 - SYSTEM TESTING & BALANCING
A. CONTRACTOR SHALL PROCURE SERVICES OF INDEPENDENT TAB CONTRACTOR WHICH SPECIALIZES IN TAB OF HVAC SYSTEMS, TO BALANCE, ADJUST, &
TEST AIR MOVING EQUIPMENT & DISTRIBUTION & EXHAUST SYSTEMS & ALL WATER FLOW CIRCUITS. WORK SHALL BE DONE UNDER ENGINEER EMPLOYED
TAB. ALL INSTRUMENTS USED SHALL BE ACCURATELY CALIBRATED & MAINTAINED IN GOOD WORKING ORDER. IF REQUESTED TESTS SHALL BE CONDUCTED
IN PRESENCE OF A/E RESPONSIBLE FOR PROJECT &/OR REPRESENTATIVE. TAB CONTRACTOR SHALL BE CERTIFIED BY NEBB OR AABC & ALL WORK SHALL
BE PERFORMED IN ACCORDANCE W/ ORGANIZATIONS PUBLISHED PROCEDURE MANUALS.
B. TESTING & BALANCING (TAB) OF BUILDING HVAC SYSTEMS WILL BE COMPLETED NEAR END OF CONSTRUCTION. M/C HAS RESPONSIBILITY TO
COOPERATE W/, MAKE ADJUSTMENTS FOR & PROVIDE EQUIPMENT NECESSARY FOR TAB CONTRACTOR TO COMPLETE JOB.
C. PRIOR TO REQUESTING TAB CONTRACTOR TO PERFORM WORK, INSTALLING CONTRACTOR SHALL MAKE ALL NECESSARY INSPECTIONS & ADJUSTMENTS
TO INSURE THAT SYSTEMS ARE COMPLETELY INSTALLED & OPERATING ACCORDING TO MANUFACTURER'S RECOMMENDATIONS & CONTRACT DOCUMENTS.
D. CHECKS SHALL BE PERFORMED ON EACH SYSTEM INSTALLED UNDER THIS CONTRACT. REPORT SHEET SHALL BE PREPARED FOR EACH SYSTEM
INDICATING CHECKS MADE, CORRECTIVE ACTION TAKEN WHERE REQUIRED, DATE & NAME OF INSPECTOR. SUBMIT (1) COPY TO TAB CONTRACTOR & (1) TO
A/E. TAB CONTRACTOR WILL NOT BEGIN UNTIL CHECKLIST HAS BEEN RECEIVED & REVIEWED.
E. TAB CONTRACTOR SHALL AT MINIMUM: VERIFY & INSPECT THAT SYSTEMS ARE CLEAN, FAN ROTATION, BEARINGS, CLEARANCES, ALIGNMENT,
VIBRATION ISOLATORS, FILTERS, DAMPER OPERATION & POSITION, EQUIPMENT IS INSTALLED, TRANSFER OPENINGS IN WALLS, AIR LEAKS, COIL
FINS/DAMAGE.
F. BALANCING CONTRACTOR SHALL PREPARE CERTIFIED REPORT OF ALL TESTS PERFORMED. REPORT SHALL BE WRITTEN ON STANDARD FORMS
PREPARED BY NEBB OR AABC OR FACSIMILES THEREOF. BALANCING CONTRACTOR SHALL SUBMIT 3 COPIES OF THIS REPORT TO M/C WHO SHALL SUBMIT
THEM TO A/E FOR REVIEW & DISTRIBUTION.
G. TAB REPORTS SHALL INCLUDE LINE DRAWING OF EACH SYSTEM AS INSTALLED, LINE DRAWING OF HVAC PIPING AS INSTALLED; AN ELEVATION OF EACH
AIR HANDLING UNIT AS INSTALLED SHOWING OUTDOOR, RETURN & SUPPLY AIR CONNECTIONS, COIL & DAMPERS ARRANGEMENTS, PSYCHOMETRIC CHART
ON EACH AHU, W/ COOLING COIL, SHOWING OUTDOOR RETURN, MIXED AIR TEMPS AT MINIMUM OUTDOOR AIR CONDITION, COIL LEAVING AIR CONDITION AT
FULL COOLING COIL FLOW. TAB REPORT SHALL INCLUDE ALL NEBB OR AABC FORMS COMPLETED AS REQUIRED BY CERTIFICATION.
H. TAB CONTRACTOR SHALL CYCLE EACH AHU THROUGH CONTROL SEQUENCE OF OPERATION TO VERIFY PROPER OPERATION. ANY INCONSISTENCY W/
CONTRACT DOCUMENTS SHALL BE REPORTED TO A/E & TEMP CONTROL CONTRACTOR. TEMP CONTROL CONTRACTOR SHALL TAKE ACTION TO CORRECT
ANY CONTROL INCONSISTENCY AS REPORTED BY TAB CONTRACTOR.
I. DURING INSTALLATION OF HVAC SYSTEMS TAB CONTRACTOR SHALL PERIODIC INSPECTION VISITS TO PROJECT SITE. PROPER PLACEMENT &
INSTALLATION OF CONTROL & BALANCING DEVICES SHALL BE VERIFIED BY THESE INSPECTIONS. M/C SHALL MAKE ALL CORRECTIONS IN CONTROL &
BALANCING DEVICE LOCATIONS AS REQUESTED BY TAB CONTRACTOR. FOLLOWING EACH VISIT TAB CONTRACTOR SHALL REPORT TO A/E ALL ITEMS
NOTED, ACTION TAKEN & PROGRESS OF INSTALLATION.
MECHANICAL SYMBOL LEGEND SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED
DOMESTIC COLD WATER
RECIRCULATING DOMESTIC HOT WATER
INDICATES CONNECT TO EXISTING
SAN
V
DOMESTIC HOT WATER
WASTE BELOW GRADE OR FLOOR
PLUMBING VENT
FLOOR DRAIN, AREA DRAIN, OR FLOOR SINK
WC-1 S-1 PLUMBING FIXTURE AND CALLOUT
THERMOSTAT
SUPPLY AIR FLOW INDICATOR
SIDEWALL DIFFUSER / GRILLE
DUCTWORK ELBOW
(WITH AND WITHOUT TURNING VANES)
HIGH-EFFICIENCY DUCT TAKEOFF
(WITH AND WITHOUT MANUAL DAMPER)
SHUTOFF VALVE
PIPING ELBOW
PIPING TEE
PIPING ELBOW DOWN
PIPING ELBOW UP
PIPING TEE UP
PIPING TEE DOWN
PE11200498
I
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PEARSON KENT MCKINLEY RAAF ENGINEERS, LLC
1 5 .3 5 5
13300 W 98TH STREET
913.492.2400 WWW.PKMRENG.COM
LENEXA, KS 66215
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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M1.0
Mechanical
AP
AP
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400
Plan Review 16 October 2015
Denver, Colorado 80230
Carmel Senior Living
Mechanical / Electrical / Plumbing Engineer
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
13390 N. Illinois Street
Carmel, Indiana 46032
Memory Care Salon
SCALE: 1/4" = 1'-0"
FLOOR PLAN - PLUMBING
SCALE: 1/4" = 1'-0"
FLOOR PLAN - HVAC
GRILLE, REGISTER, AND DIFFUSER SCHEDULE
MARK MANUFACTURER MODEL DESCRIPTION SERVICE
BORDER
TYPE FACE SIZE (IN.) NECK SIZE
VOLUME
DAMPER MATERIAL FINISH
G TITUS 300FL ADJUSTABLE GRILLE WITH DOUBLE DEFLECTION SUPPLY SURFACE/WALL NECK SIZE + 2-1/2" AS INDICATED NO ALUMINUM WHITE
WALL-MOUNTED
OPERABLE DEVICES
CEILING-MOUNTED DETECTOR
WALL-MOUNTED DETECTOR
GENERAL NOTES:
1. MOUNTING HEIGHTS SHOWN IN THIS DETAIL ARE
TYPICAL UNLESS OTHERWISE NOTED ON THE PLANS.
2. SEE ARCHITECTURAL ELEVATIONS FOR SPECIAL
CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY OF
ANY CONFLICTS.
3. ALL INSTALLATIONS SHALL COMPLY WITH ADA.
VISUAL FIRE ALARM NOTIFICATION DEVICES (STROBE)
LOCATE DEVICE SO THE BOTTOM OF THE DEVICE IS BETWEEN
80" AND 96" A.F.F. (NFPA) OR 6" BELOW CEILING, WHICHEVER IS
LOWER (ADA 2010).
AUDIBLE FIRE ALARM NOTIFICATION DEVICES (HORN)
LOCATE DEVICE SO THAT THE TOP OF UNIT IS NOT MORE THAN
90" A.F.F. AND NOT LESS THAN 6" BELOW CEILING (NFPA)
FIRE ALARM ACTIVATION DEVICES (PULL STATION)
LOCATE FRONT-APPROACH DEVICES SO THAT THE HIGHEST
OPERABLE PORTION OF THE DEVICE IS NOT MORE THAN 48" A.F.F
(ADA 2010) AND NOT LESS THAN 42" A.F.F. (NFPA).
POWER/COMMUNICATION DEVICES:
OUTLETS SHALL BE LOCATED AT 1 6" A.F.F. TO THE
BOTTOM OF THE BOX. ABOVE COUNTER DEVICES SHALL
BE LOCATED AT 2" ABOVE THE BACKSPLASH OF THE
COUNTER TO THE BOTTOM OF THE DEVICES. VERIFY
WITH ARCHITECTURAL DETAILS.
WALL-MOUNTED OPERABLE DEVICES:
OPERABLE DEVICES SHALL BE LOCATED AT 48" A.F.F. TO THE TOP
OF THE OPERABLE PORTION OF THE DEVICE.
WALL-MOUNTED OPERABLE DEVICES INCLUDE, BUT ARE NOT
LIMITED TO THE FOLLOWING:
LIGHT SWITCHES, DIMMERS, CONTROLS, ETC.
PUSH BUTTONS
NURSE/PATIENT CALL DEVICES (INLUDING THOSE FOR STAFF
USE)
OTHER CONTROL OR "CALL" DEVICES
ABOVE COUNTER DEVICES.
COORDINATE WITH ARCH.
ELEVATIONS AND CABINETRY
SHOP DRAWINGS.
CATV OUTLET DEVICES AND
MOUNTING BRACKETS
POWER/COMMUNICATIONS DEVICES AND
SYSTEMS FURNITURE OUTLETS
PULL STATION
HORN/STROBESTROBE
FINISH FLOOR
16"
40"
48"
80"
FINISH CEILING
88"DO NOT PLACE
DETECTOR IN
THIS AREA
12
"
M
A
X
.
4"
4"
96"
HORN
CEILING-MOUNTED HORN
OR HORN/STROBE
630-01
MOUNTING HEIGHTS FOR WALL-MOUNTED DEVICES
NOT TO SCALE
M1
M1M1
M1
J
15
15
ELECTRICAL SYMBOL LEGEND SOME SYMBOLS AND ABBREVIATIONS ON THIS LEGEND MAY NOT BE USED
RECESSED PANELBOARD / LOAD CENTER
SURFACE-MOUNTED PANELBOARD
DISCONNECT SWITCH. SIZE, NUMBER OF POLES, AND
FUSING AS INDICATED ON PLANS.
TOGGLE-TYPE DISCONNECT SWITCH. WHERE USED FOR
MOTORS, PROVIDE W/ THERMAL PROTECTION.
M WALL-MOUNTED MOTION SENSOR.
M CEILING-MOUNTED MOTION SENSOR.
M WALL (CORNER) - MOUNTED MOTION SENSOR.
D
4
3
LIGHT SWITCH - DIMMER
LIGHT SWITCH - 4-WAY
LIGHT SWITCH - 3-WAY
LIGHT SWITCH - SINGLE POLE
CEILING-MOUNTED EXIT LIGHT. SINGLE OR DOUBLE FACE, AND
WITH DIRECTIONAL ARROWS AS SHOWN.
WALL-MOUNTED EXIT LIGHT. PERPENDICULAR OR FLAT TO
WALL, AND WITH ARROWS AS SHOWN.
WALL-MOUNTED LIGHT FIXTURE
SURFACE/RECESSED LIGHT FIXTURE
STRIP LIGHT FIXTURE
DRYWALL(FLANGE)-MOUNTED TROFFER
GRID-MOUNTED TROFFER LIGHT FIXTURE
HOME RUN (RE: PLANS FOR PANEL/CIRCUIT INFO)
(2)#12W, (1)#12G UNLESS NOTED OTHERWISE
INDICATES 2 PHASE, 1 NEUTRAL, AND 1 GROUND
CONDUCTORS
HOME RUN. SECOND SYMBOL INDICATES CIRCUIT IS SHARED
WITH ANOTHER HOME RUN.
HOME RUN. SECOND SYMBOL DENOTES #10 CONDUCTORS
THROUGHOUT CIRCUIT.
5-50R
DUPLEX RECEPTACLE
LINE THROUGH DEVICE INDICATES ABOVE COUNTER
QUAD-PLEX RECEPTACLE
SIMPLEX RECEPTACLE
SPECIAL RECEPTACLE W/ NEMA CONFIG AS NOTED
CEILING-MOUNTED RECEPTACLE
SWITCHED RECEPTACLE. MOUNT UPSIDE DOWN.
J JUNCTION BOX
TELEPHONE JACK LOCATION (SINGLE-GANG BOX W/ (1) CAT5e
CABLE BACK TO SPLITTER IN ROOM)
LINE THROUGH DEVICE INDICATES ABOVE COUNTER
TELEVISION JACK LOCATION (SINGLE-GANG BOX W/ (1) RG6
COAX CABLE BACK TO SPLITTER IN ROOM)TV
F
D
120 VD
D
H
MANUAL PULL STATION (DUAL-ACTION)
SMOKE DETECTOR
120V SMOKE DETECTOR. WIRE WITH OTHER DETECTORS
ONLY AS SHOWN ON PLANS.
DUCT SMOKE DETECTOR
HEAT DETECTOR
R
DH
WF
TS
DOOR HOLD-OPEN
FIRE ALARM RELAY
WATER FLOW SWITCH
TAMPER SWITCH
FIRE ALARM STROBE WITH CANDELA RATING. 15cd RATING
UNLESS OTHERWISE NOTED ON PLANS.
COMBINATION HORN/STROBE WITH CD RATING. 15cd UNLESS
OTHERWISE NOTED ON PLANS.
FIRE ALARM HORN
75
30
FACP
FAAP
FAEC
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
FIRE ALARM EXTENDER CABINET
(AUXILIARY POWER SUPPLY)
RL RELOCATED FIXTURE OR DEVICE
EX EXISTING FIXTURE OR DEVICE
IG ISOLATED GROUND DEVICE
EM EMERGENCY FIXTURE OR DEVICE
WP WEATHER-PROOF DEVICE
GFI GROUND FAULT INTERRUPT DEVICE
CM COORDINATE EXACT MOUNTING HEIGHT OF DEVICE
TP TAMPER-PROOF DEVICE
INDICATES CONNECT TO EXISTING
SECTION 16000 - ELECTRICAL SPECIFICATIONS
SECTION 16000 - ELECTRICAL REQUIREMENTS
GENERAL REQUIREMENTS
A. ALL WORK SHALL BE IN ACCORDANCE W/ LATEST EDITION OF INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE, NFPA,
CODES AS ADOPTED BY CITY, COUNTY, STATE & ALL OTHER APPLICABLE CODES.
B. ALL MATERIALS & EQUIPMENT SHALL BE NEW & SHALL BEAR U.L. LABEL WHERE APPLICABLE. PROVIDE WATERPROOF EQUIPMENT
ENCLOSURES WHERE REQUIRED.
C. OBTAIN & PAY FOR ALL PERMITS REQUIRED FOR EXECUTION OF THIS WORK & SHALL MAKE ARRANGEMENTS FOR MODIFICATIONS TO
ELECTRICAL CONNECTIONS TO BUILDING AS REQUIRED.
D. CONTRACTOR SHALL PROVIDE ALL LABOR & MATERIALS REQUIRED TO HAVE COMPLETE FUNCTIONING ELECTRICAL LIGHTING &
POWER SYSTEMS TOGETHER W/ ALL ASSOCIATED EQUIPMENT & APPARATUS AS SHOWN ON PLANS.
E. WHERE AN ELECTRICAL DEVICE IS REQUIRED BY CODE BUT NOT SHOWN, IT SHALL BE PROVIDED AS THOUGH FULLY SHOWN &
SPECIFIED.
F. CONTRACTOR SHALL VISIT SITE & OBSERVE CONDITIONS UNDER WHICH WORK WILL BE DONE. ANY DISCREPANCIES SHALL BE
CALLED TO ARCHITECT'S ATTENTION. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION FOR ANY ERROR OR
NEGLIGENCE ON CONTRACTOR'S PART.
G. FINAL ACCEPTANCE OF WORK SHALL BE SUBJECT TO CONDITION THAT ALL SYSTEMS, EQUIPMENT, APPARATUS & APPLIANCES
OPERATE SATISFACTORILY AS DESIGNED & INTENDED. WORK SHALL INCLUDE REQUIRED ADJUSTMENT OF SYSTEMS & CONTROL
EQUIPMENT INSTALLED UNDER THESE SPECIFICATIONS.
H. WARRANT TO OWNER QUALITY OF MATERIALS, EQUIPMENT, WORKMANSHIP & OPERATION OF EQUIPMENT PROVIDED UNDER THESE
SPECIFICATIONS FOR ONE YEAR FROM & AFTER COMPLETION OF BUILDING & ACCEPTANCE OF MECHANICAL SYSTEMS BY OWNER.
I. ALL MATERIALS INSTALLED IN PLENUMS SHALL BE NONCOMBUSTIBLE OR HAVE FLAME/SMOKE INDEX OF NO MORE THAN 25/50 IN
ACCORDANCE W/ ASTM E 84.
SECTION 16100 - CONDUIT & CONDUCTORS
A. FOLLOW CIRCUITING SHOWN ON PLANS. USE NO CONDUIT SMALLER THAN 1/2" & NO CONDUCTORS SMALLER THAN #12 GA. UNLESS
NOTED OTHERWISE.
B. WIRE SHALL BE IN NON-FLEXIBLE METALLIC CONDUIT (EMT, IMC OR RMC) FOR ALL CIRCUITS AND FEEDERS GREATER THAN 30A.
C. MC CABLE ACCEPTABLE FOR BRANCH CONVENIENCE CIRCUITS AND LIGHTING CIRCUITS. DO NOT DAISY CHAIN LIGHT FIXTURES.
D. LIGHTING & RECEPTACLE CIRCUIT CONDUCTORS SHALL BE COPPER THWN/THHN 600 VOLT, 75 DEG C, COLOR CODED AS DESCRIBED
UNDER APPLICABLE CODES. NO ROMEX, PLASTIC FLEX TUBING ETC PERMITTED. LIGHT FIXTURE WIRE INSULATION SHALL HAVE TEMP
RATING NOT LESS THAN INDIVIDUAL FIXTURE MANUF RECOMMENDED RATING.
E. CIRCUITS W/ NO. 8 OR LARGER CONDUCTORS, MOTOR CIRCUITS, POWER & FEEDER CIRCUITS & BUILDING SERVICE FEEDERS SHALL
BE COPPER THWN/THHN 600 VOLT, 75 DEG C.
F. ALL CONDUIT, JUNCTION BOXES, ETC. ABOVE CEILINGS SHALL BE SUPPORTED FROM STRUCTURE. PIPE SLEEVES, HANGERS &
SUPPORTS SHALL BE FURNISHED & SET & CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER & PERMANENT LOCATIONS.
SECTION 16200 - GROUNDING
A. SUPPLEMENT GROUNDED NEUTRAL OF SECONDARY DISTRIBUTION SYSTEM W/ EQUIPMENT GROUNDING SYSTEM, INSTALLED SO
THAT METALLIC STRUCTURES, ENCLOSURES, RACEWAYS, JUNCTION BOXES, OUTLET BOXES, CABINETS, MACHINE FRAMES, PORTABLE
EQUIPMENT & OTHER CONDUCTIVE ITEMS OPERATE CONTINUOUSLY AT GROUND POTENTIAL & PROVIDE LOW IMPEDANCE PATH FOR
GROUND FAULT CURRENTS.
B. SYSTEM SHALL COMPLY W/ NATIONAL ELECTRICAL CODE, DRAWINGS & AS SPECIFIED.
C. PROVIDE IN CONDUIT GREEN INSULATED COPPER GROUND CONDUCTOR TO MAIN METALLIC WATER SERVICE ENTRANCE & CONNECT
BY MEANS OF ADEQUATE GROUND CLAMPS.
D. EQUIPMENT GROUNDING CONDUCTORS FOR BRANCH CIRCUIT HOME RUNS SHOWN ON DRAWINGS SHALL INDICATE AN INDIVIDUAL &
SEPARATE GROUND CONDUCTOR FOR THAT BRANCH CIRCUIT WHICH SHALL BE TERMINATED AT BRANCH CIRCUIT PANELBOARD,
SWITCHBOARD, OR OTHER DISTRIBUTION EQUIPMENT.
E. PROVIDE LOW VOLTAGE DISTRIBUTION SYSTEM W/ SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR FOR EACH
SINGLE OR THREE-PHASE FEEDER. SINGLE PHASE 120 VOLT BRANCH CIRCUITS FOR LIGHTING & POWER SHALL CONSIST OF PHASE &
NEUTRAL CONDUCTORS & GREEN GROUND CONDUCTOR INSTALLED IN COMMON CONDUIT WHICH SHALL SERVE AS GROUNDING
CONDUCTOR.
F. GROUNDING CONDUCTORS SHALL BE AS SHOWN ON PLANS OR IF NOT SPECIFICALLY SHOWN SHALL BE NO SMALLER THAN THAT
REQUIRED BY NEC.
SECTION 16300 - ELECTRICAL EQUIPMENT
A. JUNCTION BOXES & OUTLET BOXES SHALL BE GALVANIZED KNOCKOUT TYPE. LIGHTING FIXTURE BOXES IN CEILINGS SHALL NOT BE
LESS THAN 4" OCTAGONAL KNOCKOUT TYPE. OUTLETS SHALL BE INSTALLED IN LOCATIONS SHOWN ON DRAWINGS EXCEPT OUTLETS
MAY BE MOVED 4 FEET IN EITHER DIRECTION IF SO DIRECTED, WITHOUT ADDITIONAL COST. BOXES SHALL BE FLUSH MOUNTED ON
WALLS FOR CONCEALED WORK. GANGABLE BOXES SHALL BE USED IN ALL GYPBOARD SURFACES.
PANELBOARDS
A. NEW BREAKERS SHALL MATCH EXISTING TYPES IN RESPECTIVE PANELBOARD, AND MAINTAIN THE EXISTING SHORT CIRCUIT RATING
OF THE PANELBOARD.
SECTION 16350 - ELECTRICAL IDENTIFICATION
A. MANUFACTURED LABELS FOR EACH PANELBOARD & TRANSFORMER. TYPEWRITTEN PANEL SCHEDULES MOUNTED IN PANELS
B. PRINTED TAPE STYLE LABEL FOR EACH RECEPTACLE INDICATING PANEL & CIRCUIT #.
C. MANUFACTURED LABELS FOR ALL DISCONNECT SWITCHES INDICATING EQUIPMENT SERVED.
D. BRANCH CIRCUITS - IDENTIFY EACH CIRCUIT W/ WIRE MARKERS WHEN ENCLOSURE LABEL AND WIRE COLORS DO NOT PROVIDE
ENOUGH INFORMATION TO IDENTIFY EACH CIRCUIT WITHOUT TRACING. FEEDERS & BRANCH CIRCUIT HOME RUNS W/ WIRE MARKER W/
PANEL & CKT #. BOX COVERS ABOVE LAY-IN CEILINGS NEATLY MARKED W/ INDELIBLE MARKER.
E. FIRE ALARM - NAMEPLATE ON EACH FIRE ALARM TERMINAL CABINET. LABEL ALL WIRING.
SECTION 16400 - WIRING DEVICES
A. CONVENIENCE OUTLETS - SPEC GRADE 20 AMP DUPLEX W/ GROUND & MATCHING WALL PLATES. OTHER OUTLETS SHALL BE
VERIFIED W/ EQUIPMENT SUPPLIERS FOR PROPER NEMA CONFIGURATIONS. PROVIDE GFIC RATED DEVICES WHERE INDICATED AND AS
REQ'D PER CODE.
B. LIGHT SWITCHES - SPEC GRADE 20 AMP TOGGLE SWITCHES W/ MATCHING WALL PLATES.
F. COLOR OF DEVICES TO MATCH EXISTING DEVICES IN BUILDING.
G. EQUIVALENT DEVICES BY LEVITON, BRYANT, HUBBEL, WATTSTOPPER, LITHONIA, SENSOR SWITCH.
EXECUTION
A. ALL OUTLETS, SHALL BE MOUNTED W/ BOTTOM AT 18" AFF & SWITCHES W/ BOTTOM AT 44" ABOVE FINISHED FLOOR UNLESS NOTED
OTHERWISE ON PLANS. REFER TO ARCH FOR OTHER REQUIRED ELEVATIONS AND CABINETRY COORDINATION.
SECTION 16500 - LUMINAIRES, LAMPS & BALLASTS
LUMINAIRES
A. PROVIDE LIGHTING FIXTURES W/ LAMPS & ACCESSORIES REQ'D FOR HANGING. COORD MOUNTING OF LIGHTING FIXTURES W/
ARCHITECT & G/C. ADDITIONAL FIXTURE SUPPORTS SHALL BE PROVIDED BY E/C. SUPPORTS SHALL COMPLY W/ LATEST EDITION OF NEC.
PROVIDE LIGHTING FIXTURE SECURING CLIPS AS REQUIRED. CONSULT ARCH PLANS FOR CEILING TYPES & PROVIDE SURFACE &
RECESSED LIGHTING FIXTURES W/ APPROPRIATE MOUNTING COMPONENTS & ACCESSORIES.
B. REFER TO LIGHTING FIXTURE SCHEDULE PLANS FOR FIXTURE TYPES.
C. EQUIVALENT LUMINAIRES BY HUBBELL, INFINITY, LITHONIA, WILLIAMS, COLUMBIA, EXITRONICS, LITEALARM, EXIDE.
LAMPS
A. LAMPS SHALL BE TYPE RECOMMENDED BY FIXTURE MANUF. LAMP NONE ABOVE MANUF RECOMMENDED MAX WATTAGE.
B. T-8 FLUOR - 32W, 75CRI MIN, 4100 DEG K, 2900 APPROX INITIAL LUMENS
C. EQUIVALENT LAMPS BY G.E., VENTURE, PHILLIPS OR SYLVANIA.
BALLASTS
A. FLUORESCENT - ELECTRONIC, <20%THD
B. METAL HALIDE - PULSE START
C. EQUIVALENT BY ADVANCE, G.E., MOTOROLA, OR MAGNETEK.
SECTION 16600 - FIRE ALARM SYSTEM
A. PROVIDE COMPLETE & OPERATIONAL MICROPROCESSOR BASED FIRE ALARM SYSTEM.
B. MANUFACTURER SHALL MATCH EXISTING SYSTEM INSTALLED IN BUILDING.
PRODUCTS
A. PHOTOELECTRIC CEILING MOUNTED SMOKE DETECTORS.
B. NOTIFICATION APPLIANCES - STROBES & COMBINATION HORN/STROBES. 15/75 CANDELA RATING UNLESS OTHERWISE NOTED OR
REQUIRED. WEATHERPROOF WHERE EXTERIOR MOUNTED.
1. HEAT DETECTORS - RATE OF RISE OR FIXED AS REQUIRED BY APPLICATION.
EXECUTION
A. INSTALLED & TESTED PER NFPA 72 & APPLICABLE SECTIONS OF NFPA 70. PROVIDE COMPLETE FIRE ALARM SYSTEM AS DESCRIBED
HEREIN & SHOWN TO BE WIRED, CONNECTED, & IN FIRST CLASS CONDITION. INCLUDE SUFFICIENT CONTROL UNIT(S), ANNUNCIATOR(S),
MANUAL STATIONS, AUTOMATIC FIRE DETECTORS, SMOKE DETECTORS, AUDIBLE & VISIBLE NOTIFICATION APPLIANCES, WIRING,
TERMINATIONS, ELECTRICAL BOXES, & ALL NECESSARY MATERIAL FOR COMPLETE OPERATING SYSTEM.
B. SYSTEM SHALL BE UL LISTED.
C. SYSTEM WIRING: WIRE & CABLE SHALL BE LISTED FOR ITS INTENDED USE BY AN APPROVAL AGENCY ACCEPTABLE TO AHJ & SHALL BE
INSTALLED IN ACCORDANCE W/ APPROPRIATE ARTICLES FROM CURRENT APPROVED EDITION OF NEC.
SECTION 16700 - LOW VOLTAGE CABLING
A. PROVIDE CAT5 CABLE TO TELEPHONE OUTLETS.
B. PROVIDE ALL NECESSARY CABLING, EQUIPMENT, BOXES, SPLITTERS, CONNECTORS, COVERS, ETC. FOR COMPLETE & OPERATIONAL
SYSTEM.
EXECUTION
A. CABLING SHALL BE INSTALLED CONCEALED IN NEW & EXISTING CONSTRUCTION.
B. CABLING SHALL BE UL LISTED FOR INTENDED USE & INSTALLED IN ACCORDANCE W/ APPROPRIATE ARTICLES FROM LATEST NEC.
Q
1
EX
EX
EX
EX EX
EX
EX
KEYED NOTES - LIGHTING
1 CONNECT TO NEAREST GENERAL-PURPOSE RECEPTACLE CIRCUIT THIS ROOM/AREA.
HAIR DRYER
GFI/CM
1
EX
EX EX
EX
EX
EXEX
1
EF-5
EF-5
C169
Toilet
C170
Salon
EX
MC2
MC2
KEYED NOTES - POWER PLAN
1 ROUTE TO SPARE 20A/1P BREAKER IN PANELBOARD INDICATED.
PE11200498
I
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PEARSON KENT MCKINLEY RAAF ENGINEERS, LLC
1 5 .3 5 5
13300 W 98TH STREET
913.492.2400 WWW.PKMRENG.COM
LENEXA, KS 66215
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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E1.0
Electrical
DT
DT
2015.443
Pearson Kent McKinely Raaf Engineers, LLC
13300 W 98th Street
Lenexa, Kansas 66215
913.492.2400
Plan Review 16 October 2015
Denver, Colorado 80230
Carmel Senior Living
Mechanical / Electrical / Plumbing Engineer
S-K Carmel, LLC
200 Spruce Street, #200
Denver, Colorado 80230
13390 N. Illinois Street
Carmel, Indiana 46032
Memory Care Salon
LIGHT FIXTURE SCHEDULE
MARK MANUFACTURER MODEL DESCRIPTION LAMP TYPE VOLTAGE REMARKS
Q PROGRESS P2781-109 WALL-MOUNTED, DECORATIVE VANITY FIXTURE. FURNISH IN "DOWN" POSITION. BRUSHED BRONZE FINISH. ETCHED WHITE OPAL GLASS
SHADES. UL DAMP LOCATION LISTED.
THREE (3) 60W A19 INCANDESCENT 120 V 1
REMARKS:
1 FURNISH WITH AND INSTALL ALL NECESSARY HARDWARE AND MOUNTING BRACKETS.
GENERAL NOTES (APPLICABLE TO ALL FIXTURES):
1 ALL FIXTURES SHALL BE IC RATED OR PROVIDED WITH INSULATION SHIELDS WHEN INSTALLED IN INSULATED AREAS OF THE TRUSS SPACE.
2 FOR ALL FIXTURES INSTALLED IN RATED ASSEMBLIES, FURNISH AND INSTALL APPROVED FIRE BARRIER (E.Z. BARRIER OR TENMAT FF109 SERIES) OVER FIXTURE TO MAINTAIN 1 HOUR CEILING ASSEMBLY RATING.
OCCUPANCY SENSOR SCHEDULE
MARK MANUFACTURER MODEL DESCRIPTION VOLTAGE
M1 WATTSTOPPER PW-100 PASSIVE INFRARED WALL SENSOR.
LINE VOLTAGE.
120 V
SCALE: 1/4" = 1'-0"
FLOOR PLAN - LIGHTING
SCALE: 1/4" = 1'-0"
FLOOR PLAN - POWER