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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 0 SF 0 gsf
Floor 2:0 SF 786 SF 786 gsf
Floor 3:0 SF 0 SF 0 gsf
Total Remodel Area:786 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
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
13390 N Illinois Street
Carmel, Indiana 46032
DRAWING INDEX
A0 Cover Sheet
Architectural
A1 Demolition and Construction Plans
A2 Schedules and Details
A3 Specifications
A4 Specifications
Mechanical
M0 Mechanical - Schedules / Details / Specifications
M1 Mechanical - Demolition and New Work Plans
Electrical
E0 Electrical - Schedules / Details / Specifications
E1 Electrical - Demolition and New Work Plans
Level of Care Legend
Assisted Living (AL)
Independent Living (IL)
Memory Care (MC)
Unit AD
284
Women
C208
Stair 2
S202
Stair 3
S203
Stair 6
S206 Stair 4
S204
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Unit AD
263
Stair 5
S205
A1
J1
A1
J13
5/8" Gypsum Board
(09250)2x6 Wood
Stud (06100)
Acoustical Insulation
(09250)
5/8" Gypsum Board
(09250)
Finish Floor
Finish Ceiling
(re: schedule)
2 As stated above
WALL TYPE "2"
Design No. U311
August 28, 2015
Bearing Wall Rating — 1 HR.
Finish Rating — 23 Min
STC minimum rating 50
Acoustical Insulation
(09250)
2x6 Wood Studs
(06100)
Resilient Channel
(09111)
1 hour rated ceiling assembly
2A Same as above, except use 2 x 8 Wood Studs
(for plumbing walls)
Description
1.Wood Studs — Nom 2 by 4 in., spaced 16 or 24. OC. Effectively cross braced.
2.Resilient Channel — 25 MSG galv steel. Resilient channels spaced vertically 24 in. OC,
flange portion screw attached to one side of studs with 1-1/4 in. long Type W coarse thread
gypsum panel steel screws.
3. Gypsum Board* - 5/8 in. thick, 4 ft wide. Screw attached on one side of wall to
furring channels with 1 in. long, self-drilling, self-tapping steel screws spaced 12 in.
OC, vertical joints located midway between studs and back blocked with furring
channels, attached with 1 in. long, self-drilling, self-tapping screws, spaced 12 in. OC,
along each edge. Gypsum board on opposite side of wall attached directly to studs
with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced 12 in.
OC. Vertical joints shall be located over studs on this side of the wall
AMERICAN GYPSUM CO — Types AG-C.
CERTAINTEED GYPSUM INC — Type FRPC, Type C.
CERTAINTEED GYPSUM CANADA INC — Type C.
CGC INC — Types C, IP-X2, IPC-AR.
GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC.
LAFARGE NORTH AMERICA INC — Types LGFC-C, LGFC-C/A.
NEW NGC INC, DBA NATIONAL GYPSUM CO — Types FSK-C, FSW-C,
FSW-G.
PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C
or PG-C.
TEMPLE-INLAND — Type TG-C.
THAI GYPSUM PRODUCTS PCL — Type C.
UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR.
USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR.
4. Batts and Blankets* - 3 in. thick mineral wool batts, placed to fill interior of wall,
attached to the 4-in. face of the studs with staples placed 24 in. OC.
ROCK WOOL MANUFACTURING CO — Delta Board.
JOHNS MANVILLE INTERNATIONAL INC
ROCKWOOL MALAYSIA SDN BHD — Acoustical Fire Batts
ROXUL INC — Acoustical Fire Batts
THERMAFIBER INC — Type SAFB.
5. Joints and Screw heads — Wallboard joints covered with paper tape and joint
compound. Screw heads covered with joint compound. As an alternate, nom
3/32 in. thick gypsum veneer plaster may be applied to the entire surface of
Classified veneer baseboard. Joints reinforced.
*Bearing the UL Classification Mark
***At all plumbing sides of walls, use 5/8" water resistant gypsum board.
5/8" Gypsum
Board (09250)
2x4 Wood
Stud (06100)
Acoustical Insulation
(09250)
5/8" Gypsum
Board (09250)
Finish Floor
Finish Ceiling
(re: schedule)
5 As stated above
WALL TYPE "5"
Interior Partition
Acoustical Insulation
(09250)
2x4 Wood Studs
(06100)
Description
1. Wood Studs - Nominal 2 by 4 inches, spaced 16" o.c.
2. Batts and Blankets - Mineral wool or glass fiber batts, 3 1/2" min. thickness.
3. Gypsum board - 5/8" thick, 4 ft. wide, attached to wood studs and floor and ceiling
track with 1 7/8" long 6d cement coated nails or 1 7/8" long No. 6 drywall screws spaced
8" OC along edges of board and 12" OC in the field of the board. Joints oriented
vertically and staggered on opposite sides of the assembly.
4. Joint Tape and Compound (not shown) - Vinyl, dry or premixed joint compound,
applied in two coats to joints and screw heads; paper tape, 2" wide, embedded in first
layer of compound over all joints.
***Re: Structural for Load-bearing locations.
***At all plumbing sides of walls, use 5/8" water resistant gypsum board.
5A 5/8" Gypsum board at room side of wall only
5B With 2x6 wood framing
1 hour rated ceiling assembly
3 Existing 1-hour fire partition at typical unit
demising walls, based on UL Design No. U340
EXISTING WALL TYPES
Interior Partition
4C Existing 1-hour fire partition at unit demising
walls with non-staggered stud per structural
requirement, based on UL Design No. U311
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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P r o j e c t s .r v t
A0
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 16 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
E20 Code Summary
Not to Scale
Symbols Legend
Not to Scale
A20 Location Map
Not to Scale
N20 Drawing Index
NORTH
1/32" = 1'-0"
J8 Floor 2 - Key Plan
08 ' 1 6 ' 3 2 '
PLAN
NORTH
Not to Scale
A1 Walltype 2 - 1-Hr Unit Corridor
Not to Scale
A8 Walltype 5 - Interior Non-Rated
Not to Scale
F14 Existing Walltypes
10/16/2015
Corridor
C221
Unit AD
263
263A
263C
263B
2
5
5
3
Infill opening. Paint wall, corridor
side, to match existing, two (2)
colors. New chair rail, to match
existing. Re: Finish schedule and
detail
New wire closet shelving to
match existing
New carpet. Re: Finish
schedule
Align
/A21 A2
No work in this area
6"
Unit AD
284
Corridor
C222
284A
284B
284C
284A
2
5
5
4C
Infill opening. Paint wall, corridor
side, to match existing, two (2)
colors. New lean rail, to match
existing. Re: Finish schedule
and detail
New wire closet shelving to
match existing
New carpet. Re: Finish
schedule
Align
/A17 A2
No work in this area
Corridor
C222
Corridor
C221
Fire rated chase
for fireplace flue,
to remain
Unit A
265
Unit D
263
No work in this area
Remove existing closet walls,
shelving and doors. Salvage
shelving, doors and hardware for
Owner stock.
C l e a r
4 "
M i n .
a c c o m m o d a t e
n e w
3 6 "x 8 0 "
d o o r
D e m o
o p e n i n g
i n
e x i s t i n g
d e m i s i n g
w a l l
t o
Remove existing door,
hardware and frame. Salvage
door and hardware for Owner
stock.
Remove existing kitchen
cabinets, countertop, plumbing,
and appliances. Salvage sink,
cabinets and appliances for
Owner stock.
Remove existing laundry side
and front wall, appliances,
door, hardware and frame.
Salvage door, hardware and
appliances for Owner stock.
Remove existing
sheet vinyl flooring in
kitchen area.
Remove existing sign and
salvage for Owner stock.
Patch and paint as required.
Existing wall to
remain
Unit A
282
Unit D
284
No work in this area
Remove existing closet walls,
shelving and doors. Salvage
shelving, doors and hardware for
Owner stock.
a c c o m m o d a t e
n e w
3 6 "x 8 0 "
d o o r
D e m o
o p e n i n g
i n
e x i s t i n g
d e m i s i n g
w a l l
t o
Remove existing door,
hardware and frame. Salvage
door and hardware for Owner
stock.
Remove existing kitchen
cabinets, countertop,
plumbing, and appliances.
Salvage sink, cabinets and
appliances for Owner stock.
Remove existing laundry side
and front wall, appliances,
door, hardware and frame.
Salvage door, hardware and
appliances for Owner stock.
Remove existing
sheet vinyl flooring in
kitchen area.
C l e a r
4 "
M i n .
Corridor
C222
Remove existing sign and
salvage for Owner stock.
Patch and paint as required.
Cut back ends of
existing rail, each side,
to provide a clean
connection for new
section of railing.
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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P r o j e c t s .r v t
A1
Demolition and Construction
Plans
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 16 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
01 '2 ' 4 ' 1/4" = 1'-0"30.02
J1 Unit 263 - Construction Plan PLAN
NORTH 1/4" = 1'-0"30.02
J13 Unit 284 - Construction Plan
1/4" = 1'-0"30.02
A1 Unit 263 - Demolition Plan
1/4" = 1'-0"30.02
A13 Unit 284 - Demolition Plan
01 '2 ' 4 '
PLAN
NORTH
01 '2 ' 4 '
PLAN
NORTH
01 '2 ' 4 '
PLAN
NORTH
10/16/2015
Wood Door
Paneled
B
Wood Sliding
Doors Paneled
K
fixed
Re: Sched.
Varies
V a r i e s .
R e :
S c h e d .
Re: Sched.
Varies
V a r i e s .
R e :
S c h e d .
1 0 "
M i n .
DOOR LEGEND
Wood Frame.
Painted.
(06202, 08250)
3
R e :
S c h e d .
3
1 /2 "
3 1/2"
Sched.
Re:3 1/2"
FRAME LEGEND
Finish Legend:
FLOOR:
CPT-1: Carpet - Shaw, Ground Force, #7R824 Boardwalk, #24108 (Apartments)
Shaw Rep: Kristin Anderson 720-519-3054 Email: Kristin.Anderson@shawinc.com
BASE:
A: 6" Wood Base - Moulding & Millwork, 20168-CBM 5/8"x5-1/4", MDF primed
C: 2 1/4" Wood Base - Moulding & Millwork, 634M 1/2"x3" MDF primed, Painted P-3
(Field verify, match existing wall base profiles)
WALLS:
P-1: Paint - Benjamin Moore, #1059 Moccasin, Eggshell (Apartment Walls)
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
P-7: Paint - Benjamin Moore, Old Salem Grey HC-94, Eggshell
* Note: First number is ABOVE chair rail, second number is BELOW rail.
CEILING:
P-2: Gypsum Board, Paint.
General Notes:
1. Touch up gypsum board ceilings at demo areas with paint, P-2.
2. 1-1/2" resilient edge strip typ. at all transitions between carpet and other flooring unless otherwise noted.
3. Touch up gypsum board walls at demo areas with paint, P-1.
4. Replace carpet at demo areas with CPT-1.
Comments:
1. First number listed should be above the chair or hand rail, and the second to be below chair rail.
2. All wood trim to be P-3 unless otherwise noted.
2x Wood stud, doubled (06100)
Door per schedule
Paintable sealant each side (07920)
5/8" Gypsum board - each side
(09250)
Acoustical batt insulation (07210)
Wood blocking (06402)
P e r
w a l l
t y p e
1
1
/
2
"
5/8" Stop
Casing, 366M 5/8"x2-1/4", MDF primed
(Moulding & Millwork)
Field verify, match existing
0.113" diameter nails at
4" O.C., each side
Wood header, Re: Structural
Door per schedule
Paintable sealant each side
(07920)
5/8" Gypsum board - each side
(09250)
2x wood studs
Acoustical batt insulation (07210)
Wood frame and blocking (06402)
Casing, 366M 5/8"x2-1/4", MDF primed
(Moulding & Millwork)
Field verify, match existing
0.113" diameter nails at 4" O.C., each side
Gypsum board, painted.
3/4" x 3 1/2" painted
MDF jamb block
2x wood stud, doubled
Sliding closet door.
Wall location at inside
corner condition.
0.113" diameter nails at
4" O.C., each side
2 '-1 0 "
A .F .F .
Gypsum Board
(09250)
1/2" Plywood
backer panel
at walls with
resilient channel
Continuous Solid
Wood Blocking
(06100)3/8" Countersunk
Lag screw w/
removable flush cap
4
7 /8 "
h a n d r a i l
3 1/4"
Wood apron,
5/8" x 4 1/4" (06402)
3/4" Wood bullnosed,
eased bottom edge
(06402)
Note: Field verify,
match existing sizes
and profiles
4
1 /4 "
Gypsum Board
(09250)
3 '-0 "
A .F .F .*
200CHPOP 11/16"x4-
1/4" poplar
(Moulding & Millwork).
Field verify to match
existing
DOOR HARDWARE
Set: 62.0
Doors: 263-A, 284-A
2 Hinge 1414 3-1/2" x 3-1/2" US26D MK
1 Cylindrical LockPB 4301LN 626 YA
1 Door Stop 528 (as appropriate to opening) NP RO
1 Door Stop 525 (as appropriate to opening) NP RO
Set: 65.0
Doors: 263-B, 263-C, 284-B, 284-C
2 Flush Pull 860 US32D RO
1 Sliding Door Hdwe H200A PE
McKinney (MK), Yale (YA), Rockwood (RO), Pemko (PE)
(3) 2x6 Wood header
Door per schedule
Paintable sealant each side
(07920)
5/8" Gypsum board - each side
(09250)
2x wood studs
Acoustical batt insulation (07210)
Wood frame and blocking (06402)
Casing, 634M 1/2"x3", MDF primed
(Moulding & Millwork)
Field verify, match existing. Extension at
jambs to match existing
0.113" diameter nails at 4" O.C., each side
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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Schedules and Details
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 16 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
Door and Frame Schedule - Units
Mark Door Letter Room Name Door Type
Door Frame
Hardware Set Fire Label CommentsWidth Height Thickness Type Jamb Head
263 A Unit AD B 3' - 0" 6' - 8" 1 3/8" 3 A13/A2 A9/A2 Set 62
263 B Unit AD K 6' - 0" 6' - 8" 1 3/8" -- A5/A2 A1/A2 Set 65
263 C Unit AD K 4' - 0" 6' - 8" 1 3/8" -- A5/A2 A1/A2 Set 65
284 A Unit AD B 3' - 0" 6' - 8" 1 3/8" 3 A13/A2 A9/A2 Set 62
284 B Unit AD K 6' - 0" 6' - 8" 1 3/8" -- A5/A2 A1/A2 Set 65
284 C Unit AD K 4' - 0" 6' - 8" 1 3/8" -- A5/A2 A1/A2 Set 65
Unit Finish Schedule
Room Name
Room
Number Floor Finish Base Finish
Walls
Ceiling Finish
Ceiling
Height CommentsNorth East South West
Corridor C221 -- A -- -- -- P-4/P-7 -- Exist. 1, 2
Corridor C222 -- A -- P-4/P-7 -- -- -- Exist. 1, 2
Unit AD 263 CPT-1 C P-1 P-1 P-1 P-1 P-2 Exist. 2
Unit AD 284 CPT-1 C P-1 P-1 P-1 P-1 P-2 Exist. 2
Not to Scale
E13 Finish Schedule Notes
1 1/2" = 1'-0"
A13 Door Jamb Detail
1 1/2" = 1'-0"
A9 Door Head Detail
1 1/2" = 1'-0"
A5 Door Jamb Detail
6" = 1'-0"
A17 Typical Handrail Details
6" = 1'-0"
A21 Typical Chair Rail Detail
0 1/4" 1/2" 1"0 1/4" 1/2" 1"02 "4 " 8 "02 "4 " 8 "02 "4 " 8 "
Not to Scale
E1 Door Schedule
02 "4 " 8 " 1 1/2" = 1'-0"
A1 Door Head Detail
Not to Scale
L13 Construction Notes
Not to Scale
L1 Demolition Notes
10/16/2015
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 two remodeled units 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 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
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.
08211 - FLUSH WOOD DOORS
1. Provide building standard, unfinished composite wood doors as shown on the drawing.
2. Provide underwriter lab markings for fire doors in accordance with National Fire Protection Association and applicable local
codes. Moisture content of doors shall be 12% maximum at time of fabrication.
3. Maximum warp shall be 1/4" with allowable tolerances of 1/16" in overall dimension.
4. Flush doors shall be guaranteed for a period of two (2) years.
5. Solid core flush doors shall be 1 ¾" thick, flush type, composite, suitable for painting. Use door manufacturer, Masonite or
approved equal.
6. Seal all door edges after fitting and undercutting.
7. Hang all doors to operate freely but not loosely, free from all binding and with all hardware properly adjusted. Fit all doors
tightly against stops; any door which is twisted, warped or not in true plane shall be removed and replaced.
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.
A. Locksets/Latchsets - Storage function, match existing building profile.
B. Hinges - Hager BB1279 4 ½ x 4 ½ NRP US26D or equal
C. Closer - LCN 4041 or equal
E. Gasketing Checked By
Drawn By
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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 16 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
10/16/2015
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.
09680 - CARPETING
1. The extent of carpeting is indicated on the drawings and in the schedule.
2. Work includes, but is not limited to, the following:
A. Installation
B. Attachment accessories
3. General contractor to provide carpet material and adhesives. General contractor to move, install and warranty installation. Seaming
diagram submittal to be provided by general contractor for owner/architect review prior to installation.
4. Contractor shall be responsible for installation materials and accessories as required per the including aluminum schluter transition
strips at all carpet/tile, etc. transitions. Carpet to VCT, LVT or linoleum T-Moulding transition strips and stair nosing shall be rubber to
match wall base. Transition strip profile height shall be confirmed with tile and carpet thickness prior to order. Carpet to porcelain tile
transition strips shall be Schluter Systems, Reno-TK, EB brushed stainless steel.
5. Carpet installation shall be in strict accordance with manufacture’s directions. Closely fit to all walls, columns, and door frames.
Install transition strip where carpet adjoins other materials. Refer to the Room Finish Schedule for any special patterns or conditions.
Installation shall be first quality, free of irregularities in wave and materials.
6. Shop drawings: Within four (4) weeks after notification to proceed, submit to the architect, detailed shop drawings (including one (1)
copy of each reproducible print/plot and two (2) each blue line prints) for areas to be carpeted showing all joints of differing carpet types,
pile direction, details of seaming and installation of carpeting accessories, and provisions for work of other trades. Verify yardages with
actual measurements after the areas are completed and ready to receive carpet.
7. Samples: Submit
8. Maintenance data: Submit maintenance and care instructions for all materials incorporated into project.
9. Contractor shall assume responsibility for receiving, handling, storage, and placing of carpeting, rugs, or other materials, including
warehousing as may be necessary until start of installation.
10. Package, tag and deliver usable remnants of broadloom carpet to owner's designated storage at the conclusion of the job. Include
pieces of broadloom 20 square feet in area or greater.
11. Attic stock shall be properly tagged and delivered to a storage location as directed by the owner. Provide a minimum of 2% attic
stock for each product.
12. Install carpeting in accordance with the approved carpeting schedule.
13. Contractor must examine areas and conditions under which carpeting is to be installed and must notify architect in writing of any
condition detrimental to proper and timely completion of work. Do not proceed with installation until unsatisfactory conditions have been
corrected in a manner acceptable the architect.
14. The substrate must be free of all foreign matter, grease, oil, paint, wax, dirt, old adhesives, etc.
15. Sweep or vacuum the substrate using a sweeping compound without an oil or wax base.
16. Once the contractor commences installation of work under this contract, it shall be assumed that the condition of the substrate has
been accepted and any repairs or further corrections in the subfloor surface shall become his responsibility.
17. Before ordering materials or fabricating work, field verify measurements and conditions at the site for work which must be
accurately fitted to other construction, including wall to wall, offset, door and other dimensions controlled by other trades. No extra
charges or compensation will be allowed on account of differences between the actual measurements and dimensions of the drawings.
18. Installation of all broadloom carpets shall be on a tackless strip. The tackless strip shall be installed on concrete floors by predrilling
holes approximately 0.125" in diameter with solid carbide drills, style A5 or A6, then driving 0.148 x 1" hardened masonry nails to form
positive bond and permanent anchor on approximate 6" centers or per manufacturer's recommendation. The tackless trip shall be
installed approximately 1/4" from the wall following the contour of the wall. All pieces shall be butted end to end, leaving no gaps between
strips. Carpet at doorways adjoining hard surface floors shall be protected with a heavy duty concealed carpet gripper bar, installed in
similar method to the tackless strip.
19. Where carpet meets pad, railed tile or other hard surfaces, special care shall be required to make the carpet surfaces 1/8" than the
hard surfaces. Raw carpet edges shall be securely "tucked under" and held in place with concealed heavy duty gripper edge.
20. If the manufacturer has special instructions regarding the seaming of this particular quality of carpet, the contractor shall abide
by them. All carpet shall be stretched drum tight in length and breadth direction by use of knee-kickers and power stretchers,
eliminating wrinkles and bubbles.
DIVISION 9 (continued):
21. As carpet is laid, remove all trimmings, excess pieces of carpet and laying materials from each area as it is completed.
22. Restretch the carpet and repair seams, joints and edges once after the original installation is completed. Time of
restretching shall be as directed by the owner, but within two (2) years after completion of initial installation and at no
additional cost to the owner.
23. Any damage done to paint, walls, woodwork, doors and other finished surfaces shall be corrected by this contractor.
Workmanship shall be in keeping with the highest standard of carpet installations.
24.Protect carpeting and rugs against damage of every kind. Cover with 6 mil thick polyethylene covering during the
construction period, wherever protection is required, so that installation will be without any indication of deterioration, wear or
damage. At the time of acceptance by the owner. Damaged material will be rejected.
25. Protection shall be maintained on each floor or area until accepted by the owner, without waiting until the entire project is
complete. Protection will be required only in those zones where traffic of any consequence can reasonably be expected to
occur.
26. Remove and replace rejected material with new material. At the completion of the work and when directed by the
owner, remove covering, vacuum clean carpeting, and rugs and remove soil and stains to the satisfaction of the owner.
27. Recleaning will not be required after the work has been inspected and approved unless later operation make recleaning
of certain portions necessary.
28. Submit proposed scope of material and instruction schedule to the architect for review approximately thirty (30) days
before scheduled occupancy.
29. Mutually agreeable dates for receiving the training shall be arranged with the owner.
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:
10562 - WIRE STORAGE SHELVING
1. Match existing wire closet shelving.
2. Basis-of-Design Product: Subject to compliance with requirements, provide Rubbermaid Home Products, Ventilated Wire
Shelving or a comparable product.
3. Materials: All ventilated wire storage shelving shall be constructed of Grade C-1008 bright, basic, cold-drawn steel wire
with average tensile strength of 100,000 psi. All steel wire shall be resistance welded at intersections of cross deck wires
spaced at 1” increments and trimmed smooth. Tight Mesh steel wire spacing shall be on ½” increments and trimmed
smooth.
6. Finishes: Material shall be cleaned and covered with an iron phosphate coating to ensure proper bond with finish coat.
Finish all ventilated wire shelving with baked-on non-toxic and environmentally friendly epoxy coating. Finish coat shall
consist of a continuous 3-5 mil epoxy-polyester hybrid powder coating to provide a hard, smooth, durable finish.
7. Mounting hardware: Mounting hardware components shall provide shelving installation to drywall partitions and walls
without requiring mounting to concealed structural members. Support braces are required for 36” to 42” span. Back clips
shall be mounted on 12” increments beginning 1-1/2” to 2” from side wall.
8. Fabricate ventilated wire storage shelving square, rigid, flat, and free of dents or distortion. Fabricate connections to form
a rigid structure, free of buckling and warping.
9. Examination: Examine areas and conditions for compliance with requirements for installation tolerances, clearances, and
other conditions affecting installation. Examine walls to which ventilated wire storage shelving will be attached for proper
selection of appropriate fastening hardware. Installation hardware shall be included which does not require attachment to
concealed structural framing. Proceed with installation only after unsatisfactory conditions have been corrected.
10. Install shelving system and accessories after finishing operations, including painting have been completed. Install
system to comply with final layout drawings, in strict compliance with manufacturers printed instructions. Position units level,
plumb; at proper location relative to adjoining units and related work. Adjust accessories to provide visually acceptable
installation.
11. Remove and replace shelving components that are chipped, scratched, or otherwise damaged and which do not match
adjoining work. Provide new matching units, installed as specified and in manner to eliminate evidence of replacement.
12. Adjust components and accessories to provide visually acceptable installation.
13. Remove surplus materials, rubbish and debris resulting from installation upon completion of work and leave areas of
installation in neat clean condition.
DIVISION 10 (continued):
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.
Checked By
Drawn By
Project Number:Copyright 2015c
ISSUED FOR:
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A4
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 16 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
10/16/2015
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
STATE OF
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RETSIGERNo.D A R R NE E .THRAS
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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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Mechanical - Specifications
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
REF.
W/
D
W/
D
REF.
W/
D
Unit
AD
263
444
3
33
3
Unit
AD
284
444
3
3
33
KEYED NOTES - MECHANICAL PLAN
1
2
3
REMOVE EXISTING SINK AND CAP PIPING BACK TO MAIN. COORDINATE
WITH OWNER IF FIXTURE SHALL REMAIN ON SITE AS A SPARE FIXTURE.
REMOVE EXISTING BACK BOX AND CAP PIPING AT MAIN. COORDINATE
WITH OWNER IF FIXTURE SHALL REMAIN ON SITE AS A SPARE FIXTURE.
EXISTING FIXTURE SHALL REMAIN IN PLACE.
EXISTING PTAC SHALL REMAIN IN PLACE ALONG WITH ALL ASSOCIATED
ELECTRICAL AND CONTROLS.
4
Unit
AD
263
Unit A
265
444
3
33
3
1
2
Unit A
282
1
2
444
3
3
33
PE11200498
I
STATE OF
D
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F
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P
ANAIDN
RETSIGERNo.D A R R NE E .THRAS
H
E
R
1 0 /1 6 /1 5
A
132 242322212019181716151413121110987654
231 45678 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
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KEY PLAN
C2 C1
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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Mechanical - Demolition and
New Work Plan
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"
ENLARGED NEW MECHANICAL PLAN - UNIT 263
SCALE: 1/4" = 1'-0"
ENLARGED NEW MECHANICAL PLAN - UNIT 284
SCALE: 1/4" = 1'-0"
ENLARGED DEMOLITION MECHANICAL PLAN - UNITS 263 & 265
SCALE: 1/4" = 1'-0"
ENLARGED DEMOLITION MECHANICAL PLAN - UNITS 282 & 284
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
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.
PE11200498
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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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Electrical - Schedules / Details
/ Specifications
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
AB LIVEX 7303-91 DECORATIVE CEILING-MOUNTED BOWL FIXTURE. UL LISTED FOR DAMP LOCATION. 14" Ø X 4-3/4"HIGH. ARCHITECT TO SELECT FINISH. TWO (2) 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.
30
30
CS
CS
3
3
3
3
D 120 V
D 120 V D 120 VTV
TV
TV
CS
CS
30
30
3
3
3
3
D 120 VD120 V
D 120 V
TV
TV
TV
3
W/
D
REF.
W/
D
RE
F
.
W/
D
CS30
3
3
D 120 VD120 V
D 120 V
TV
TV
TV
CS
RE
F
.
W/
D
RE
F
.
W/
D
REF.
W/
D
30
CS
3
3
D 120 V
D 120 V D 120 VTV
TV
TV
CS
RL
RL
RL
(TYP.)1
(TYP.)1
LOAD CENTER LCA2
LOAD CENTER LCA1
3(TYP.)2
RL
2
RL
RL
RL
LOAD CENTER LCA1
LOAD CENTER LCA2
(TYP.)1
3
(TYP.)2
2
RL
(TYP.)1
DEMOLITION KEYED NOTES
1
2
3
REMOVE FIXTURE/DEVICE (WALL TO REMAIN). PROPERLY TERMINATE/CAP
WIRING IN JUNCTION BOX AT THIS LOCATION AND PROVIDE BLANK COVERPLATE
FOR SAME. IF NO DEVICES REMAIN ON CIRCUIT, DISCONNECT CIRCUITING FROM
BREAKER AT LOAD CENTER AND RE-LABEL SAME AS "SPARE".
REMOVE FIXTURE/DEVICE (WALL BEING REMOVED). REMOVE WIRING FROM
LOCATION BACK TO NEAREST JUNCTION BOX/DEVICE ON SAME CIRCUIT.
WHERE FIXTURE/DEVICE IS BEING RELCOATED, AND IF POSSIBLE, WIRING MAY
ONLY BE REMOVED AS FAR BACK AS NEW LOCATION OF FIXTURE/DEVICE (FOR
RE-CONNECTION TO FIXTURE/DEVICE).
REMOVE EXISTING TELECOM SPLITTER LOCATION. RELOCATE PER NEW WORK
PLANS, MODIFY TELECOMMUNICATIONS CABLING AS REQUIRED TO EXTEND TO
NEW LOCATION.
Unit
AD
284
LOAD CENTER LCA1
LOAD CENTER LCA2
AB
EX
RL RL
RL
EX
EX EX
EX
Unit
AD
263
Unit
A−1
265−1
RL
AB
EX EX
EX
EX
RL
RL
RLLOAD CENTER LCA2
LOAD CENTER LCA1
?
GENERAL DEMOLITION NOTES
1. ALL WORK SHOWN DARK AND DASHED IS TO BE DEMOLISHED. WORK SHOWN LIGHT IS
EXISTING TO REMAIN.
2. REFER TO ARCHITECTURAL PLANS FOR FURTHER EXTENT OF DEMOLITION
REQUIREMENTS.
3. COORDINATE ALL DEMOLITION WORK WITH OWNER.
4. MAINTAIN ALL EXISTING DEVICES, EQUIPMENT, ASSOCIATED CIRCUITS ETC, SHOWN AS
EXISTING TO REMAIN OR OTHERWISE UNRELATED TO THE SCOPE OF THE PROJECT IN
WORKING ORDER.
5. THE OWNER SHALL REMOVE ALL ITEMS THEY DESIRED TO SALVAGE PRIOR TO
CONSTRUCTION BEGINNING.
6. NOTES AND DRAWINGS ARE BASED UPON PERMIT DRAWINGS FOR THE AREAS, AND
MAY NOT INDICATE ALL ITEMS. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME
FAMILIAR WITH THE SITE AND THE SCOPE OF WORK FOR THE CONTRACT PRIOR TO
BID. ANY EXISTING CONDITION WHICH IS APPARENT OR COULD BE REASONABLY
INFERRED FROM A VISIT TO THE SITE SHALL NOT BE THE BASIS FOR A CHANGE IN THE
CONTRACT AMOUNT.
7. REFER TO NEW WORK PLANS FOR ANY ITEMS THAT MAY REQUIRE RELOCATION AFTER
DEMOLITION.
8. PROPERLY DISPOSE OF ALL DEMOLISHED ITEMS OFF SITE.
9. PROTECT ALL EXISTING SURFACES AND EQUIPMENT DURING CONSTRUCTION.
EXISTING ITEMS TO REMAIN SHALL BE ADEQUATELY PROTECTED FROM DEMOLITION
AND NEW CONSTRUCTION WORK, AS REQUIRED. ANY ITEMS DAMAGED OR MARRED
SHALL BE ADEQUATELY CLEANED OR REPLACED TO THE OWNERS SATISFACTION TO
ORIGINAL CONDITION BEFORE CONSTRUCTION.
10. PATCH ANY HOLES IN STRUCTURE CREATED BY REMOVAL OF DUCTWORK, CONDUITS,
PIPES, ETC.
11. REMOVE ALL ITEMS SHOWN IN WALLS TO BE DEMOLISHED. ALL ELECTRICAL CONDUIT
AND WIRING SHALL BE REMOVED BACK TO THE PANELBOARD OR JUNCTION BOX AND
PROPERLY TERMINATED.
GENERAL ELECTRICAL NOTES
1. ALL WORK SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL
CODE (NFPA 70) AND ALL LOCAL BUILDING CODES.
2. REFER TO MOUNTING HEIGHTS DETAIL FOR MOUNTING HEIGHTS OF ALL DEVICES
NOT INDICATED OTHERWISE.
3. COORDINATE EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCT
DETECTORS, ETC. WITH MECHANICAL CONTRACTOR.
4. COORDINATE EXACT LOCATIONS OF SMOKE DETECTORS WITH CEILING FANS, HVAC
DIFFUSERS, SPRINKLER HEADS, ETC. PER NFPA REQUIREMENTS.
5. COORDINATE EXACT NEMA CONFIGURATIONS OF RECEPTACLES SERVING
EQUIPMENT WITH EXACT EQUIPMENT BEING FURNISHED.
6. HOMERUN NEW CIRCUITS TO 20 AMP, SINGLE POLE BREAKER IN PANELBOARD
INDICATED. SPARE BREAKERS EXISTING OR MADE AVAILABLE BY DEMOLITION. IF
NO SPARE BREAKER IS AVAILABLE, PROVIDE NEW BREAKER.
7. EXISTING CIRCUITING MAY BE RE-USED WHERE POSSIBLE.
8. CONCEAL NEW CIRCUITING IN WALLS.
PE11200498
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KEY PLAN
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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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Electrical - Demoltion and
New Work Plan
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
SCALE: 1/4" = 1'-0"
ENLARGED DEMOLTION PLAN - UNITS 263 & 265
SCALE: 1/4" = 1'-0"
ENLARGED DEMOLTION PLAN - UNITS 282 & 284
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - NEW UNIT AD 284 SCALE: 1/4" = 1'-0"
ENLARGED PLAN - NEW UNIT AD 263