HomeMy WebLinkAboutCombined DrawingsCARMEL - CLAY PARKS & RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL, INDIANA 46032
G1.0
ISSUED FOR BID
SITE LOCATION
30 JUNE 2017
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
(708) 236-0300
HILLSIDE, ILLINOIS 60162 FAX: (708) 236-0330
30 N. WOLF ROAD
ELARA ENGINEERING
MECHANICAL / PLUMBING
STRUCTURAL ENGINEER
FAX:
(630) 653-9060
(630) 653-9059
JOHNSON WILBUR ADAMS, INC.
175 NORTH WASHINGTON STREET
FAX: (630) 221-1220
(630) 221-1212
ITASCA, ILLINOIS 60143
500 PARK BOULEVARD, SUITE 800
WILLIAMS ARCHITECTS
ARCHITECT
CONSULTANTS LOCATION MAP CERTIFICATION
WHEATON, ILLINOIS 60187
2ND FLOOR
INTERIOR DESIGN
WILLIAMS INTERIORS
500 PARK BOULEVARD, SUITE 800
ITASCA, ILLINOIS 60143
(630) 221-1212
FAX: (630) 221-1220
I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR
UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE
COMPLY WITH ALL APPLICABLE CODES, INCLUDING PUBLIC LAW
101-336 'AMERICANS WITH DISABILITIES ACT OF 1990' AND MEET
ALL OF THE REQUIREMENTS SET FORTH IN THE FEDERAL
REGISTER PART III DEPARTMENT OF JUSTICE, ADA ACCESSIBILITY
GUIDELINES FOR BUILDINGS AND FACILITIES AND THE INDIANA
ACCESSIBILITY CODE.
FIRE PROTECTION / ELECTRICAL
TITLE
SHEETS
ALTERNATES
1. PROVIDE PRICING FOR MOISTURE MITIGATION SYSTEM UNDER ALL
RESILIENT ATHLETIC FLOORING AND BAMBOO FLOORING. SEE
SPECIFICATIONS.
G1.1
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
SYMBOLS & CALLOUTS
ABBREVIATIONS MATERIAL DESIGNATION
CLAY BACKFILL
A
102A
101
A
95
90
1
A
A1.1
A1.1
1
SHEET INDEX
ABBREVIATIONS,
SYMBOLS,
LEGENDS, &
SHEET
INDEX
APPLICABLE CODES
INTERIOR DESIGN LEGENDS
WALL TYPES
INTERIOR GENERAL NOTES
1. SEE ALL PLAN DRAWINGS (ID SERIES) FOR DIMENSIONS, LOCATION ISSUES, ENLARGED PLANS, ELEVATION TARGETS,
DETAIL TARGETS, ETC.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION FOR ALL PARTS OF THE WORK SO THAT NO WORK SHALL
BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.
3. ALL WORK SHALL CONFORM TO THE APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS.
4. NO SUBSTITUTIONS FOR ITEMS SPECIFIED WILL BE ACCEPTED WITHOUT PRIOR WRITTEN ACCEPTANCE FROM THE
ARCHITECT, DESIGNER AND OWNER.
5. THE CONTRACTOR SHALL PROTECT EXISTING WORK AND OTHER NEW WORK BY OTHER CONTRACTORS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WORK OR WORK BY OTHERS INCURRED WHILE
FULFILLING THE OBLIGATIONS OF THE CONTRACT.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND SHALL VERIFY ALL NEW CONDITIONS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT AND DESIGNER OF ANY DISCREPANCIES. OMISSIONS AND/OR CONFICTS BEFORE COMMENCEMENT OF WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.
7. WHERE DESIGN INTENT CANNOT BE DETERMINED FROM THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT AND DESIGNER PRIOR TO PROCEEDING WITH THE
WORK IN QUESTION.
8. SUBMITTALS OF ALL FINISH MATERIALS REQUIRED TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING OR INSTALLING
TO INSURE ACCURACY OF SPECIFIED PRODUCT WITH INSTALLED MATERIAL.
9. LEAD TIMES FOR ALL SPECIFIED MATERIALS VARY. PURCHASING CONTRACTOR AND/OR SUPPLIER ASSUMES
RESPONSIBILITY FOR VERIFYING LEAD TIME WITH MANUFACTURER AND ORDERING MATERIAL IN ACCORDANCE WITH
PROJECT SCHEDULE AND COMPLETION DATE.
10. PROVIDE TRANSITION STRIPS AT ALL LOCATIONS OF DIFFERING MATERIAL.
LEGEND:
RB RUBBER BASE
CPT CARPET
16 17 20 21
J
J.7
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
W14X30 (E)
HPC (50 LBS) HPC (50 LBS) HPC (50 LBS) HPC (50 LBS)
ERU (400 LBS) CU (700 LBS) L6X6 (-7" VIF) TYP
16'-8 1/2" 100'-0" 17'-5"
17'-0"
P1001
HSS
HSS
P1001
P1000
NS FS
HSS
HSS
HSS
HSS
HSS
-
2
-
2
SIM - HPC
NOTES:
1. ALL HSS TO BE HSS3-1/2X3-1/2X1/4
P1001
P1000
P1001
P1000
P1001
P1000
P1001
P1000
P1001
P1000
P1001
P1000
STRUCTURAL GENERAL NOTES
BUILDING CODE INDIANA BUILDING CODE (IBC 2012)
STRUCTURAL LOADING DATA - TENANT STRUCTURAL IMPROVEMENTS
MECHANICAL UNITS
CU - 700 LBS
ERU - 400 LBS
HPC - 50 LBS
ROOF LOADS
A0.1
FLOOR PLAN / FIRST FLOOR
KEY PLAN SCALE: 1" = 20'-0" 5
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
FIRST
FLOOR
KEY PLAN
MULTI
A1.1
MULTI
A1.2
A&B
A0.2
5
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
FLOOR PLAN / SECOND FLOOR
KEY PLAN
SCALE: 1" = 20'-0"
SECOND
FLOOR
KEY PLAN
MULTI
A2.1
MULTI
A2.2
MULTI
A2,2
williams/associates/architects, ltd.
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CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
19
A1.1A
REFLECTED CEILING PLAN / DEMOLITION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 9
FIRST
FLOOR
WEST BLDG
ENTRY
SCALE: 1/8" = 1'-0" 7
RENOVATION
FLOOR PLAN / FIRST FLOOR - WEST BUILDING FLOOR PLAN / FIRST FLOOR - WEST BUILDING
DEMOLITION SCALE: 1/8" = 1'-0" 17
FIRST FLOOR - WEST BUILDING REFLECTED CEILING PLAN / RENOVATION
FIRST FLOOR - WEST BUILDING RENOVATION KEYNOTES 4
6
A1.1B
A1.1B
21
7
A1.1B
A1.1B
8
DETAIL/ SCALE: 1-1/2" = 1'-0" 10
NEW FEATURE WALL
SOFFIT COVE DETAIL
A1.1A
10
EL= +9'-0"
B/ SOFFIT
EL= +9'-4"
B/ SUS. CLG
EL= +8'-4"
B/ SUS. CLG.
DEMOLITION KEYNOTES 2
16
A1.1B
A1.1B
14
D16
D11
D3
TYP
D1
D15
A13
A22
A18
A18
A19
A13
A12 FRONT AND BACK
D8
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
24 15
A1.1B
SCALE: 1/4" = 1'-0" 9
ELEVATION / SECTION / AT DECORATIVE HANDRAIL
WEST BUILDING FRONT ENTRANCE
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 5
FIRST
FLOOR
WEST BLDG
ENTRY
SCALE: 1/4" = 1'-0" 17 SCALE: 1/4" = 1'-0" 7
RENOVATION KEYNOTES 4
ELEVATION / DESK PRIVACY GATE SCALE: 1" = 1'-0"
WEST BUILDING FRONT ENTRANCE
INTERIOR ELEVATION / NEW RECEPTION DESK AND NEW GATES
WEST BUILDING FRONT ENTRANCE
INTERIOR ELEVATION / NEW RECEPTION DESK AND NEW GATES
WEST BUILDING FRONT ENTRANCE
SCALE: 1/4" = 1'-0" 6
SCALE: 1/4" = 1'-0" 8
INTERIOR ELEVATION / NEW RECEPTION DESK, NEW GATES, AND NEW STOREFRONT VESTIBULE
SCALE: 1/4" = 1'-0" 21 SCALE: 1/4" = 1'-0" 16 WEST BUILDING FRONT ENTRANCE
DEMOLITION KEYNOTES 2
ELEVATION / SECTION / TYPICAL GATE
WEST BUILDING FRONT ENTRANCE
INT ELEV / RECEPTION DESK FROM RAMP
WEST BUILDING FRONT ENTRANCE SCALE: 1/4" = 1'-0" 14
INT ELEV / NEW FEATURE WALL
WEST BUILDING ELEVATOR LOBBY
A19
A14
INT. ELEV / WAITING AREA
WEST BUILDING FRONT ENTRANCE
D4
A14
A13
A20
A12
A12
A20
A13
A12
A13
A20
A26
A26
A26
BEYOND
A26
BEYOND
A20
24
15 10
14
A1.2
SCALE: 1/8" = 1'-0" 4
DETAIL / SCALE: 1" = 1'-0"
GATE AND DOUBLE POST ELEVATION
DETAIL / SCALE: 1" = 1'-0" EAST BUILDING LOBBY
DESK PRIVACY GATE
EAST BUILDING LOBBY
INTERIOR ELEVATION / ENTRY NORTH ELEVATION
EAST BUILDING
PLAN DETAIL / SCALE: 1/4" = 1'-0"
LAYOUT
GUARDRAIL AND GATES
SCALE: 1" = 1'-0" 5
GUARDRAIL AND GATE SECTION
DETAIL / EAST BUILDING LOBBY
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
FIRST
FLOOR
EAST BLDG
ENTRY
PLAN
FLOOR PLAN / FIRST FLOOR - EAST BUILDING SCALE: 1/8" = 1'-0"
RENOVATION
REFLECTED CEILING/ 9
7
DETAIL/ SCALE: 1-1/2" = 1'-0" 19
SOFFIT DETAIL
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" 12
18
17
FIRST FLOOR - EAST BUILDING
RENOVATION
FLOOR PLAN / FIRST FLOOR - EAST BUILDING SCALE: 1/8" = 1'-0"
DEMOLITION
REFLECTED CEILING/ FIRST FLOOR - EAST SCALE: BUILDING 1/8" = 1'-0"
DEMOLITION
SCALE: 1/4" = 1'-0" 16
18
A1.2
A1.2
17
A1.2
16
RENOVATION KEYNOTES
INTERIOR ELEVATION / ENTRY WEST ELEVATION
EAST BUILDING
INTERIOR ELEVATION / ENTRY SOUTH ELEVATION
EAST BUILDING
10
A2.1
7
9
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
PARTIAL BLDG SECTION / NEW MECHANICAL SCREENING
PEDESTRIAN BRIDGE
FLOOR PLAN /
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COPYRIGHT C 2017
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
SECOND
FLOOR
BRIDGE
FLOOR PLAN / PEDESTRIAN BRIDGE SCALE: 1/8" = 1'-0" 6
DEMOLITION
PEDESTRIAN BRIDGE
RENOVATION
REFLECTED CEILING PLAN / PEDESTRIAN BRIDGE
DEMOLITION
REFLECTED CEILING PLAN / PEDESTRIAN BRIDGE
RENOVATION
23 SCALE: 1/8" = 1'-0" 8
INTERIOR ELEVATION / SCALE: 1/4" = 1'-0" 22
BRIDGE NORTH
TOWEL DISP.
INTERIOR ELEVATION / SCALE: 1/4" = 1'-0" 21
BRIDGE
EAST BLDG
RENOVATION KEYNOTES 4
21
A2.1
NEW MECHANICAL EQUIPMENT
SCREENING - SEE MECHANICAL
DRAWINGS.
T
T
INTERIOR ELEVATION / BRIDGE SOUTH
TOWEL DISP. SCALE: 1/4" = 1'-0"
22
A2.1
A2.1
23
DEMOLITION KEYNOTES 2
T
A1
D17
2,560 SF
T T
T T
T T
D9 D3
TYP
20
19
17
A2.2
7
9
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
INTERIOR ELEVATION / FITNESS ENTRANCE & OPEN TRACK ENTRANCE
WEST BUILDING
FLOOR PLAN / FITNESS CENTER AND TRACK ENTRANCE
DEMOLITION
SCALE: 1/4" = 1'-0"
DETAIL/ SCALE: 3" = 1'-0"
FRAMED HEADER SCALE: 1/4" = 1'-0" 5
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GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
FLOOR PLAN / TRACK EXIT
DEMOLITION
SECOND
FLOOR
FITNESS
PLAN
(MULTI-)
FLOOR PLAN / FITNESS CENTER AND TRACK ENTRANCE SCALE: 1/8" = 1'-0"
RENOVATION
6
REFLECTED CEILING PLAN / FITNESS CENTER AND TRACK ENTRANCE SCALE: 1/8" = 1'-0" 8
DEMOLITION
REFLECTED CEILING PLAN / FITNESS CENTER AND TRACK ENTRANCE
RENOVATION
SCALE: 1/8" = 1'-0"
FLOOR PLAN / TRACK EXIT SCALE: 1/8" = 1'-0"
RENOVATION
RCP / TRACK EXIT
RENOVATION
INT. ELEVATION / FITNESS / TRACK ENTRANCE
WEST BLDG
18
16
NOTE AD5
5
A2.2
A2.2
19
RENOVATION KEYNOTES 4
5
A2.2
VENDING
T
(E)
T
(E)
L
PRINTER CABINET. PLASTIC
LAMINATE.(PL-1). PVC EDGE
BAND TO MATCH.
CASH
DRAWER. BY
OWNER.
2'-0"
5"
ADA COUNTER.
1'-5"
10
A8.0
8
A8.0
3
A8.0
FILE
CABINET.
PLASTIC
LAMINATE.
(PL-1). PVC
EDGE
BAND TO
MATCH.
4
A8.0
TRANSACTION
COUNTER.
WOOD,
QUARTZ.
(QZ-1).
COUNTERTOP.
WOOD, SOLID
SURFACE. (SSF-1).
SUPPORT
PANEL.
PLASTIC
LAMINATE.
(PL-1).
3 FORM. 5/8" 1'-4"
W/ MIRROR
BACKING.
(3F-1).
FASTEN
WITH
STANCHION
BY 3 FORM.
A8.0
9
FIN. FLR.
COUNTERTOP. WOOD,
SOLID SURFACE.
(SSF-1).
ADA COUNTER
5'-0"
MAX
2'-10"
3'-6"
TRANSACTION COUNTER.
3'-6"
QUARTZ. BEHIND. (QZ-1).
FIN. FLR.
2X BLOCKING AS REQUIRED.
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN WITH
STANCHION BY 3 FORM.
SUPPORT WALL. MDF. 3/4"
PAINT. (PT-6) ON SIDE OF 3
FORM.
5"
7"
PLASTIC LAMINATE ATTACHED TO
3/4" BASE. (PL-1). HOLD PLASTIC
LAMINATE 1/2" FROM EDGE FOR
REVEAL. ROUTE REVEAL 1/4"
DEEP. PAINT. (PT-6)
CAP. SOLID SURFACE.
(SSF-1).
3'-4" 1/2" 1 1/2"
1 1/2"
3/4"
3/4" 3/4"
INSET WOOD SUPPORT/ TOP.
SOLID SURFACE OR QUARTZ.
1/4" BULLNOSE.
1/16" 3/4" 1/16"
PLASTIC LAMINATE.
HOLD
2"
DOOR.
PLASTIC LAMINATE
MAX
1/4"
SIDE PANEL BEYOND.
ALIGN WITH RUBBER BASE.
TOE KICK. RUBBER BASE. (RB-X).
BASE. PLASTIC LAMINATE
OR MELAMINE.
HOLD
4"
FIN. FLR.
PAINT OR SEAL
UNDERSIDE OF TOE KICK.
PROVIDE SLIGHT OVERHAND
FOR TOLERANCE.
COUNTERTOP. SOLID
SURFACE. (SSF-1).
1/2" REVEAL. PAINT. (PT-6).
3 FORM. 5/8" W/ MIRROR BACKING. (3F-1).
FASTEN WITH STANCHION BY 3 FORM.
STANCHION BY 3 FORM.
ALIGN.
1/2" 1 1/2"
SUPPORT WALL. MDF. 3/4" PAINT. (PT-6)
ON SIDE OF 3 FORM.
2"
3"
MAX
1/2"
A9.1
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GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
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ISSUED FOR BID - ISSUED 30 JUNE 2017
DOOR SCHEDULE DOOR TYPES
1 2 3 4
SEE DOOR SCHEDULE
SEE DOOR SCHEDULE
7 1/2" 5'-10 1/2" 6"
EQ. EQ.
6" 6" 6" 6"
2'-10" MINIMUM
1'-2" 5'-4" 6"
SEE DOOR SCHEDULE
EQ. EQ.
6" 6" 6" 6"
SEE DOOR SCHEDULE
SEE DOOR SCHEDULE
4"
A B C D
FRAME TYPES
8" 2'-2" 2" 2'-2"
2" 1'-9" 2"
7'-2"
2" 2'-0" 2" 6'-0" 2" 2'-0" 2"
10'-8"
8" 2'-1 1/2" 2" 2'-2" 2" 1'-9" 2"
7'-2"
2" 1'-2" 2" 6'-0" 2"
1'-2" 2"
8'-11 1/2"
1'-0" 2" 1'-8 1/2" 2"
1'-8 1/2" 2"
1'-8 1/2" 2"
6 1/2"
7'-4"
7'-0" 4"
2" 6'-0" 2" 3'-8" 2"
6'-4" 3'-10"
10'-2"
7 1/2"
2" 8" 2"
8'-0" - VIF 12'-0" - VIF
4'-0" 4'-0" 4'-0"
20'-0" - VIF
2'-2" 2" 2'-2" 2"
2" 1'-10 1/2" 2" 1'-10 1/2" 2" 1'-10 1/2"
2" 8"
2'-2" 2" 2'-3" 2"
7'-0" 7" 2'-3" 2"
DOOR AND
WINDOW
SCHEDULES
AND DETAILS
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CARMEL CLAY PARKS& RECREATION
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ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
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ISSUED FOR BID - ISSUED 30 JUNE 2017
ID1.0
INTERIOR
FIRST
FLOOR -
FINISH PLAN
RENOVATION
INTERIOR FINISH PLAN / FIRST FLOOR - WEST BUILDING SCALE: 1/8" = 1'-0" 10 INTERIOR FINISHES 5
WD-1
CPT-2
CPT-2
WD-1
WD-1
EXISTING TERRAZZO
FLOOR TO REMAIN
EXISTING SLATE
FLOOR TO REMAIN
INTERIOR FINISH NOTES 1
ST-1
ST-1
EXISTING TERRAZZO
FLOOR TO REMAIN
EXISTING TERRAZZO
FLOOR TO REMAIN
NOT USED 7
PT-2
PT-3
PT-4
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO
REMAIN
MATCH EXISTING MURAL
NEW FLOORING EXISTING FLOORING
ID2.0
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ENTRANCE AND FITNESS EXPANSION
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ISSUED FOR BID - ISSUED 30 JUNE 2017
INTERIOR
SECOND
FLOOR -
FINISH PLAN
RF-3
RF-1
RF-1
RF-2 RF-3
RF-1
RF-2
RENOVATION
INTERIOR FINISH PLAN / SECOND FLOOR- PEDESTRIAN TERRACE
INTERIOR FINISHES 5
SCALE: 1/8" = 1'-0"
10
7
INTERIOR FINISH NOTES
RENOVATION
INTERIOR FINISH PLAN / SECOND FLOOR- WEST BUILDING SCALE: 1/8" = 1'-0"
PT-1
CPT-1
CPT-3
CPT-1
CPT-2
NEW FLOORING EXISTING FLOORING
34'-3 1/2" 8'-0"
12'-0 1/2"
90'-0"
R91'-4"
EXISTING FLOORING NEW FLOORING
8'-0" 36'-3 1/2"
NEW FLOORING EXISTING FLOORING
INTERIOR FINISH PLAN /
ADD TACTILE
WARNING STRIP
RF-2
15
CPT-2
HEADER
F&B
3'-0"
EXISTING FLOORING
NEW FLOORING
FUTURE N.I.C.
PT-1
THIS SIDE
PT-1
PT-1
MONON COMMUNITY CENTER
1235 CENTRAL PARK DRIVE EAST
CARMEL, IN 46032
LOBBY & BRIDGE RENOVATION
SCALE:
1 LOCATION NO SCALE MAP
MECHANICAL SYMBOLS
GENERAL
PIPING
NEW PIPING
EXISTING PIPING TO REMAIN
EXISTING PIPING TO BE DEMOLISHED
CHWR CHILLED WATER RETURN PIPING
CWR CONDENSER WATER RETURN PIPING
CWS CONDENSER WATER SUPPLY PIPING
D DRAIN PIPING (CONDENSATE)
HWR HOT WATER RETURN PIPING (SECONDARY)
HWS HOT WATER SUPPLY PIPING (SECONDARY)
CW COLD/CITY WATER PIPING (DOMESTIC)
DHWR DOMESTIC HOT WATER RETURN PIPING
G NATURAL GAS PIPING
V RELIEF VENT PIPING
BACKFLOW PREVENTER
BALL VALVE
BUTTERFLY VALVE
CHECK VALVE
CIRCUIT SETTER BALANCING VALVE
DIRECTION OF FLOW
DIRECTION OF PIPE PITCH, DOWN
DRAIN VALVE WITH 3/4" THREADED HOSE ADAPTOR
ECCENTRIC PIPE REDUCER
FLEXIBLE PIPE CONNECTOR (OR CONNECTION)
FLOW SWITCH
GAS COCK
GAS SOLENOID VALVE
GATE VALVE
GLOBE VALVE
THERMOSTATIC MIXING VALVE
MANUAL AIR VENT
MANUAL THREE-WAY, TWO-POSITION VALVE
NEEDLE VALVE
NEW PIPE CONNECTION
ORIFICE PIPE UNION
PIPE ALIGNMENT GUIDE
PIPE ANCHOR
PIPE CAP
PIPE DROP/RISE
3,3((/%2:r+25,=217$/
3,3((/%2: r+25,=217$/
PIPE ELBOW, TURNED DOWN
PIPE ELBOW, TURNED UP
PIPE EXPANSION JOINT
EJ
PIPE REDUCER/INCREASER
PIPE SLEEVE
3,3(7((%27720&211(&7,21r25 r(/%2:
PIPE TEE, DOWN
PIPE TEE, HORIZONTAL
3,3(7((723&211(&7,21r25 r(/%2:
PIPE TEE, UP
TB-R1006
TB-R1007
TB-R1005
14x10
18x10
10x10
12x6
SG6-500
ෘ
SD1-210
T
SD1-210
14x12
ෘ
RG-1
SD2-190 SD2-190
18x10
SG2-500
TO REMAIN
ෘ
24x18
T
SD2-195
TB-R901
24x18
SD2-300
12x10
8x10
ෘ
14x22 SUPPLY DUCT
UP TO 2ND FLOOR
36x18 RETURN DUCT
UP TO 2ND FLOOR
RG-1
1
3
2
NIC
NIC
NIC
DN
LOBBY
STAIR
54x12
SG-155 (TYP. OF 32)
ෘ 7<32)
SD3-320
ෘ
TB-R1101-FP
AC-R1
TB-R1100-FP)
20x10
20x10
3
(x 32)
NIC 3 3 3 4
NIC
NIC
3 3
NIC
TB-R1006
TB-R1007
TB-R1005
HWR HWS
CUH-R4
HWR HWS
HWR HWS
HWR
HWS
TB-R901 TB-R900
DEMOLISH EXISTING
HWR/S PIPING BACK
TO TAKEOFF AS SHOWN.
2"
1
3/4"
3/4"
NIC
NIC
NIC
1"
DN
LOBBY
STAIR
CWR
EXISTING FTR
TO REMAIN
HWR CWS
HWS
EXISTING CHW/HW
PIPING TO REMAIN
3
4"
CONTINUE
TO REST
OF BLDG
EXISTING FTR
TO REMAIN
EXISTING FTR
TO REMAIN
EXISTING FTR
TO REMAIN
EXISTING CHW/HW
PIPING TO REMAIN
2
TB-R1100FP
TB-R1101FP
3 3
T
NIC
NIC NIC
4
SCALE:
1 PIPING 1/8" = 1'-0" DEMO - WEST LOBBY
SCALE:
3 PIPING 1/8' = 1'-0" DEMO - BRIDGE
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO
MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN IN
OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE UNDER THIS
ELEV.
LOBBY
ELEV.
EQUIP.
ELEV.
TELE.
CHECK-IN
COUNTER
LOBBY
VESTIBULE
OBSERVATION
RAMP
CORR.
TB-R1007
TB-R1005
14x10
TB-R1007
10x10
12x6
ෘ
SD1-210
T
SD1-210
14x12
ෘ
RG-1
SD2-190 SD2-190
18x10
EXISTING
SG2-500
ෘ
24x18
T
SD2-195
TB-R901
24x18
12x10
8x10
ෘ
14x22 SUPPLY DUCT
UP TO 2ND FLOOR
36x18 RETURN DUCT
UP TO 2ND FLOOR
3
1
2
12x10
1
12x10 12x10
5
4
NIC
NIC
NIC
7
8
8
8
ෘ
SG6A-400
DN
LOBBY
STAIR
ෘ
7 ෘ
4
ෘ
5
6 6 6
CAP DUCTWORK SERVING
REMOVED TERMINAL BOX
ෘ ෘ
ෘ
9
NIC NIC
NIC
10x12
10x12 10 ෘ
ෘ
5
ෘ
10
ෘ
5
ෘ
10
ෘ
5
ෘ
10
13 13 13
14 14
2 3
FRESH AIR
INTAKE
500 CFM
1
3
8
EXHAUST
DUCT
700 CFM
18x22
18x22
NIC
NIC
NIC ENVISOR SCREEN TO ENCOMPASS ROOF
EQUIPMENT AND DUCTWORK. FINAL
LAYOUT OF SCREEN TO BE APPROVED
BY ARCHITECT PRIOR TO INSTALLATION.
MIN. 15'
12
11 12' - 0"
MIN. 24' - 0"
6' - 0"
SCALE:
2 DUCTWORK 1/8" = 1'-0" NEW WORK - PEDESTRIAN BRIDGE
SCALE:
1 DUCTWORK 1/8" = 1'-0" NEW WORK - BRIDGE ROOFTOP
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE
ELEV.
LOBBY
ELEV.
EQUIP.
ELEV.
TELE.
CHECK-IN
COUNTER
LOBBY
VESTIBULE
OBSERVATION
CAFE
KITCHEN
CAFE
STORAGE
RAMP
CORR.
TB-R1005
TB-R1006
TB-R1007
HWR HWS
HWR HWS
HWR HWS
HWR
TB-R901
TB-R900
1
3
T
9 GPM
1 1
4"
16 GPM
1 1
4"
7 GPM
1 1
4"
T
4
5
2 2
NIC 2
NIC NIC
NIC
6
16.75 GPM
1 1
4"
7 GPM
1 1
4"
NIC
8 VEST.
LOBBY
CHECK-IN
COUNTER
LAN / IT
ELEV
MENS
DN
LOBBY
STAIR
CWR
EXISTING FTR
TO REMAIN.
EXISTING FTR
TO REMAIN.
EXISTING FTR
TO REMAIN.
HWR CWS
HWS
EXISTING HW/CHW
PIPING TO REMAIN.
3
4"
3
3 3 3
EXISTING FTR
TO REMAIN.
EXISTING HW/CHW
PIPING TO REMAIN.
COND. DRAIN PIPE 4
7
2
2
0.8 GPM
3/4"
T
T
NIC
NIC
3/8" LIQUID REFRIGERANT
5/8" GAS REFRIGERANT
4
4
8
10 9
COND. DRAIN PIPE
3/8" LIQUID REFRIGERANT
5/8" GAS REFRIGERANT
3
8" LIQUID REFRIGERANT
5
8" GAS REFRIGERANT
1 6
NIC
NIC
NIC
NIC
12
SCALE:
2 PIPING 1/8' = 1'-0" NEW WORK - PEDESTRIAN BRIDGE
SCALE:
1 PIPING 1/8" - 1'-0" NEW WORK - BRIDGE ROOFTOP
GENERAL NEW PIPING CONSTRUCTION NOTES
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE
EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE
BUILDING WHICH ARE TO REMAIN IN OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE
7'
11'
17.5'
FRONT ENTRANCE
LOBBY DOORS
HIGH WALL
SUPPLY DIFF.
DOWNBLAST
HORIZONTAL DISTANCE
FROM HIGH WALL TO DOORS
ป
$/,*1('',67$1&(
LINEAR SLOT DIFFUSER
ANGLED DOWN TOWARDS
TOP OF LOBBY DOORS
SCALE: NO SCALE
LINEAR SLOT DIFFUSER IN LOBBY HIGH WALL
8
VERTICAL DISTANCE FROM
FLOOR TO LINEAR SLOT
DIFFUSER
SCALE: NO SCALE
VAV BOX W/ HOT WATER REHEAT COIL
RIGID DUCT CONNECTION
WITH A MINIMUM OF 3'
STRAIGHT DUCT INTO BOX.
MATCH SIZE OF INLET.
LINED LOW VELOCITY
SUPPLY DUCTWORK
HOT WATER REHEAT
COIL
VAV BOX
CONTROL PANEL,
VERIFY SIDE FOR
ACCESS
STEEL HANGER ROD
SUPPORTS. MIN. 4 PER UNIT
HOT WATER SUPPLY
HOT WATER RETURN
MANUAL AIR VENT
RETURN PIPING TRIM
BALL VALVE
BALANCING VALVE
MOD. TEMPERATURE CONTROL VALVE
PIPE REDUCER
UNION
SUPPLY PIPING TRIM
BALL VALVE
PIPE REDUCER
UNION
BALL VALVE
3/4" MIN. DRAIN VALVE
NOTE: MODULATING CONTROL
VALVE FURNISHED BY BAS
CONTRACTOR, INSTALLED BY
PIPING CONTRACTOR
4
5
8" GAS PIPE CONNECTION
3
SCALE: NO SCALE
DUCT ROOF PENETRATION DETAIL
3
A
SEE PLANS FOR
DUCT SIZE.
1-1/2" STANDING
SEAM RIVETED
OR BOLTED ON
12" CENTERS
COUNTER FLASHING
WITH WELDED
CORNER SEAMS
PRE-FABRICATED CURB
BASE FLASHING
DUCT
WOOD NAILER
DUCT
10 GAUGE
STEEL SLEEVE
MAX. 12"
PROVIDE ADDITIONAL
SUPPORTS TO ROOF
AS NEEDED.
NOTE:
1. ALL DUCT JOINTS TO BE
SEALED WATERTIGHT
WITH ALUMINASTIC
SCALE: NO SCALE
TYPICAL TRAPEZE PIPE HANGER DETAIL
STEEL SUPPORT ROD MOUNTED
FROM JOIST OR BEAM
U-BOLT
r0(7$/3,3(&29(5$7
U-BOLTS AND U-CLAMPS
LOCKING NUT EACH SIDE
OF CHANNEL
INSTALL PIPE ROLLER ON HOT
PIPING THAT WILL EXPAND
HIGH DENSITY PIPE INSULATION
OR WOOD SADDLE
U-BOLT
r0(7$/3,3(&29(5$7
U-BOLTS AND U-CLAMPS
PIPE INSULATION
PIPE
SIZE
LENGTH
"L"
GA.
UP TO MIN.
3/4" 8" 20
1" TO
2" 12" 18
2-1/2" TO
4" 12" 16
5" TO
6" 18" 16
8" AND
UP 24" 14
CONDENSING UNIT SCHEDULE (CU)
EQUIP.
TAG
GENERAL DATA DIMENSIONAL DATA (INCHES) PERFORMANCE DATA ELECTRICAL DATA
NOTES
SERVICE LOCATION MFR MODEL
SHIPPING
WEIGHT
(LBS)
OPERATING
WEIGHT
(LBS)
W H D # OF
CIRCUITS
COMP.
TYPE
COOLING
CAPACITY
(MBH)
HEATING
CAPACITY
(MBH)
EER REFRIG.
TYPE
SUCTION
LINE SIZE
(IN)
LIQUID
LINE SIZE
(IN)
FLA VOLTS HZ PHASE
BRIDGE
CASSETTES
BRIDGE
ROOF SAMSUNG AM144 699 657 51 66.75 30.125 2
SSC
SCROLL 144 162 11.70 R410A 1.125 0.5 1.5 460 60 3
SEE
BELOW
NOTES:
CU
B1
1. MOUNT ON EQUIPMENT SUPPORTS. REFER TO DETAILS SHEETS.
2. REFRIGERANT LIQUID AND SUCTION PIPING TO MATCH CONNECTION SIZE OF CONDENSING UNIT.
FOLLOW ALL MFG RECOMMENDATIONS.
3. VERTICAL DISCHARGE.
4. UL LISTED.
5. PROVIDE WITH CODE REQUIRED RELIEF VALVE AS NEEDED
6. ADDITIONAL ACCEPTABLE MANUFACTURERS: CARRIER, YORK, DAIKIN, LG, MITSUBISHSI, LENNOX. *MFG
TO BE SAME AS CASSETTE MFG.
7. PROVIDE WITH DISCONNECT.
8. ARCHITECTURAL SCREENING TO BE ATTACHED
TO UNIT.
GRILLES, REGISTERS, AND DIFFUSERS SCHEDULE
EQUIP
TAG. MFR MODEL TYPE SERVICE CFM/SF MATERIAL
MAX.
NC NOTES
SG6A-400 TITUS ML-39 3-SLOT WITH SUPPLY
PLENUM LOBBY 100 ALUMINUM 30 SEE BELOW
I. GENERAL NOTES
A. THIS CONTRACTOR SHALL REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS, INCLUDING, BUT
NOT LIMITED TO, ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND
FIRE PROTECTION DRAWINGS, AS WELL AS ALL SPECIFICATIONS AND INSTRUCTIONS TO BIDDERS.
THIS CONTRACTOR SHALL VISIT THE SITE AND MAKE A DETAILED INSPECTION OF THE SPECIFIED
WORK TO DEVELOP KNOWLEDGE OF ALL CONDITIONS PERTINENT TO THE COMPLETION OF HIS
WORK. THIS CONTRACTOR SHALL FULLY COORDINATE HIS WORK WITH THE WORK PERFORMED BY
OTHER TRADES AND/OR CONTRACTORS, AND SHALL MAKE SUCH FIELD ADJUSTMENTS AS ARE
REQUIRED TO ACCOMMODATE FIELD CONDITIONS. ALL OF THE ABOVE SHALL BE INCLUDED IN THE
SCOPE OF WORK AT NO ADDITIONAL COST TO OWNER.
B. SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS,
SPECIFICATIONS OR OTHER DOCUMENTS, OR DISCREPANCIES BETWEEN ACTUAL FIELD
CONDITIONS AND THOSE REPRESENTED IN THE DRAWINGS, OR CONFLICTS BETWEEN HIS WORK
AND THAT OF OTHER TRADES, OR BE IN DOUBT AS TO THE MEANING OF ANY CONTRACT
DOCUMENTS, THIS CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER IN
WRITING, AND SHALL OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY BID. LACK OF SUCH
NOTIFICATION SHALL BE CONSTRUED AS THIS CONTRACTOR'S REPRESENTATION THAT NO
DISCREPANCIES OR CONFLICTS EXIST. ADDITIONAL COMPENSATION WILL NOT BE GRANTED AFTER
AWARD OF CONTRACT FOR ANY WORK REQUIRED TO COMPLY WITH THIS REQUIREMENT.
C. THE DRAWINGS INDICATE DIAGRAMMATICALLY THE INTENT, REQUIREMENTS FOR, AND LOCATION
OF, THE WORK INCLUDED UNDER THIS CONTRACT. ALL WORK REQUIRED TO EFFECT THE INDICATED
DESIGN, INCLUDING DETAILS NOT SHOWN BUT WHOSE INCLUSION WOULD BE DEEMED A
REQUIREMENT BY A KNOWLEDGEABLE TRADESMAN, ENGINEER OR TECHNICIAN, SHALL BE
PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
D. IT IS THE INTENT OF THESE DOCUMENTS THAT THE CONTRACTOR PROVIDE ALL LABOR, MATERIAL,
EQUIPMENT AND TOOLS FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON THE PLANS
AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES REQUIRED
TO SET THE NEW SYSTEMS INTO OPERATION, UNLESS OTHERWISE NOTED.
E. THIS CONTRACTOR SHALL VERIFY ALL MOUNTING, ARRANGEMENTS, HEIGHTS AND LOCATIONS
PRIOR TO ROUGH-IN. ANY MENTION OF A SPECIFIC MOUNTING ARRANGEMENT, WEIGHT OR
LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY SPECIFIC
REQUIREMENTS AND BASE HIS WORK ON THEM. THE SAME CARE SHALL BE TAKEN WITH RESPECT
TO INFORMATION FURNISHED BY THIS CONTRACTOR TO HIS SUBCONTRACTORS OR TO OTHER
CONTRACTORS EMPLOYED BY THE OWNER ON THIS PROJECT. THIS CONTRACTOR SHALL BE
FINANCIALLY RESPONSIBLE FOR ANY CHANGE ORDERS NECESSITATED BY INACCURATE OR
INCORRECT INFORMATION FURNISHED TO OTHER CONTRACTORS. NO ADDITIONS TO THE
CONTRACT AMOUNT WILL BE PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS OR IN
CONFLICT WITH OTHER WORK.
F. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING FOR AND OBTAINING ALL APPLICABLE
PERMITS. THIS CONTRACTOR SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES AND
INSPECTIONS APPLICABLE TO HIS WORK, AND SUCH COSTS SHALL BE INCLUDED IN HIS BASE BID
UNLESS OTHERWISE NOTED. THIS CONTRACTOR SHALL ALSO INCLUDE IN HIS BID ALL FEES
ASSOCIATED WITH THE SERVICES OF A PERMIT EXPEDITER AS MAY BE REQUIRED TO MEET THE
PROJECT SCHEDULE.
G. THIS CONTRACTOR SHALL ESTABLISH SAFE WORKING PROCEDURES FOR THE PROTECTION OF THE
WORKMEN IN ALL PHASES OF WORK, AND SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND
FEDERAL SAFETY LAWS, INCLUDING THE REQUIREMENTS OF OSHA. HE SHALL ALSO PROVIDE ALL
NECESSARY SIGNS, LIGHTS AND BARRICADES REQUIRED FOR THE SAFETY OF ALL OTHER PERSONS
WHO MIGHT COME IN CONTACT WITH THE CONSTRUCTION BEING PERFORMED UNDER THIS
CONTRACT.
H. ALL PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS
CONTRACT SHALL BE REPAIRED AND REPLACED BY THIS CONTRACTOR, TO THE SATISFACTION OF
REGULATIONS AND AUTHORITIES HAVING JURISDICTION.
I. THE MECHANICAL CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE BUILDING OWNER'S
REPRESENTATIVE REGARDING BUILDING RULES AND REGULATIONS, INCLUDING WORKING HOURS,
REFUSE DISPOSAL, DUMPSTER LOCATION, SECURITY, INTERRUPTIONS OF BUILDING UTILITIES OR
FUNCTIONS, OWNERSHIP OF SALVAGED MATERIALS, AND ANY OTHER ITEMS DEEMED TO BE OF
MUTUAL INTEREST.
J. IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO STORE HIS MATERIALS IN A
MANNER THAT WILL MAINTAIN AN ORDERLY CLEAN APPEARANCE. IF STORED ON SITE IN OPEN OR
4. WHERE INSULATED PIPE IS SUPPORTED, PROVIDE SADDLES, BLOCKS OR OTHER METHOD
APPROVED BY ENGINEER TO PROTECT INSULATION FROM BEING CRUSHED. REFER TO DETAILS.
5. SUPPORT SHALL NOT BE FROM DUCTWORK, CONDUIT, OR OTHER PIPING BUT FROM THE
PERMANENT BUILDING STRUCTURE OR EQUIPMENT SUPPORTS.
6. HANGER RODS SHALL BE FULL-DIAMETER STEEL WITH THREADED ENDS FOR FIELD CUTTING
AND THREAD EXTENDING AS REQUIRED. WHERE THREADED ROD IS SHORTER THAN 6", IT SHALL
BE DIPPED IN RUST RESISTANT PAINT PRIOR TO INSTALLATION. AT THE CONTRACTOR'S OPTION,
HANGER RODS MAY BE CONTINUOUS THREADED STEEL WITH GALVANIZED FINISH.
7. HANGER RODS SHALL NOT BE BENT OR ALTERED IN ANY MATTER AND SHALL BE INSTALLED
PLUMB AND TRUE. THE ROD SUPPORTING THE HANGER SHALL BE NO LONGER THAN 1/2" BELOW
THE LOWER NUT.
8. ACCEPTABLE HANGER MANUFACTURER'S:
a. FEE AND MASON, ELCEN, CRAWFORD
P. PIPE LABELING
1. FURNISH AND INSTALL IDENTIFICATION LABELS AND LABELING MATERIALS FOR ALL NEW PIPING
AS SHOWN ON THE DRAWINGS. LABELS SHALL IDENTIFY THE DIRECTION OF FLOW AND THE
TYPE OF SERVICE.
2. PROVIDE PIPE LABELS AT LOCATIONS BELOW:
a. EACH SHUTOFF VALVE.
b. BOTH SIDES OF EACH FULL HEIGHT WALL PENETRATION.
c. EVERY 20'-0" OF RUN MINIMUM.
d. CHANGE IN PIPING DIRECTION.
3. CONTRACTOR SHALL SUBMIT FOR APPROVAL, PRIOR TO INSTALLATION, THREE (3) SAMPLES OF
EACH PIPE LABEL AND PIPE LABELING MATERIALS.
4. LABELS SHALL BE SUITABLE FOR APPLICATIONS.
5. LABEL WIDTH SHALL NOT BE LESS THAN 2".
Q. VALVE IDENTIFICATION
1. FURNISH AND INSTALL TAGS FOR ALL NEW AND EXISTING CONTROL VALVES RELATED TO THE
MECHANICAL SYSTEM SPECIFIED HEREIN AND AS SHOWN ON ACCOMPANYING DRAWINGS.
2. VALVE TAGS SHALL HAVE UNIQUE #'S AND SHALL BE COORDINATED WITH THESE DRAWINGS,
THE ENGINEER, AND OWNER.
3. VALVE TAGS SHALL BE BRASS MATERIAL AND SHALL BE FASTENED WITH A STURDY CHAIN.
4. CONTRACTOR SHALL SUBMIT FOR APPROVAL, PRIOR TO INSTALLATION, A LIST OF TAG#'S
ALONG WITH A SAMPLE OF VALVE TAG.
5. VALVE TAG NUMBERS SHALL BE INDICATED ON THE AS-BUILT DRAWINGS.
R. PIPE PENETRATIONS
1. PROVIDE ALL HOLES, SLEEVES, CUTTING, PATCHING, AND CAULKING FOR INSTALLATION OF
PIPING WORK. CAULKING SHALL CONFORM TO THE FIRE RATING OF THE WALLS. SEAL ALL
PENETRATIONS THROUGH BLOCK WALLS.
2. FIRE SEAL
a. SEAL PENETRATIONS OF FIRE RATED WALL, FLOORS, AND CEILINGS FOR COMPLIANCE
WITH NEC.
b. FILL VOID AROUND RACEWAYS.
c. SLEEVES: HEAVY WALL SCHEDULE 40 STEEL PIPE, ANCHORED TO BUILDING
CONSTRUCTION, AND FINISHED PLUMB WITH WALL, CEILING, AND FLOOR LINES.
3. THERMAL SEAL
a. SEAL PENETRATIONS OF THERMALLY INSULATED EQUIPMENT, WALLS, OR ROOMS TO
PREVENT HEAT TRANSFER.
b. FILL INTERIOR OF PENETRATION WITH FIBERGLASS OR OTHER MATERIAL COMPATIBLE TO
EQUIPMENT OR ROOM AND APPROVED BY ARCHITECT / ENGINEER.
c. SEAL WITH DUCT SEALING COMPOUND.
4. WATER SEAL
a. SEAL PENETRATIONS OF PERIMETER WALLS OR FLOORS BELOW GRADE TO PREVENT
ENTRY OF WATER. USE MATERIALS COMPATIBLE WITH WALL OR FLOOR CONSTRUCTION
AND APPROVED BY ARCHITECT / ENGINEER.
b. SEAL PENETRATIONS OF ROOF WITH FLASHINGS COMPATIBLE WITH ROOF DESIGN AND
APPROVED BY ROOFING SYSTEM MANUFACTURER AND ARCHITECT / ENGINEER.
S. PIPE SLEEVES
1. PROVIDE ALL PIPE OPENINGS THROUGH WALLS, PARTITIONS, AND SLABS WITH SLEEVES
HAVING AN INTERNAL DIAMETER AT LEAST 1" LARGER THAN THE OUTSIDE DIAMETER OF THE
DOWN LIGHT
PENDENT LIGHT FIXTURE
1. THIS CONTRACTOR SHALL CAREFULLY EXAMINE THE ENTIRE SET OF CONTRACT DOCUMENTS
AND VISIT THE SITE OF WORK, AND FULLY INFORM HIMSELF AS TO ALL CONDITIONS AND
MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF. SHOULD THIS
CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS
OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE ENGINEER AT
ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK,
AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY BID. LACK OF NOTIFICATION SHALL BE
INTERPRETED TO INDICATE NO DISCREPANCIES OR CONFLICTS EXIST. ADDITIONAL
COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF CONTRACT FOR ANY WORK REQUIRED
TO COMPLY WITH THESE REQUIREMENTS AND INTENT.
2. THIS CONTRACTOR IS RESPONSIBLE TO FURNISH AND INSTALL ALL ELECTRICAL COMPONENTS,
SYSTEMS, OR AS MAY BE REQUIRED OR DESCRIBED HEREIN. ALL EQUIPMENT AND DEVICES
FURNISHED, OR REQUIRED WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. IT
WILL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PURCHASE ALL EQUIPMENT
AND FURNISH LABOR AND EQUIPMENT FOR A COMPLETE CODE COMPLIANT OPERATING
ELECTRICAL SYSTEM.
3. SPECIFIC VOLTAGE AND CURRENT REQUIREMENTS ON THE ELECTRICAL DRAWINGS SHALL NOT
RELIEVE THIS CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE VOLTAGE PRIOR TO
PURCHASING OR ROUGH-IN WORK. THIS CONTRACTOR SHALL REVIEW ALL DEVICES FURNISHED
BY HIS CONTRACT AND DEVICES FURNISHED BY OTHER CONTRACTORS ARE IN AGREEMENT WITH
THE DATA SHOWN ON THE DRAWINGS. THE E.C. SHALL PROVIDE FEEDERS, CABLE AND DEVICES
THAT ARE IN ACCORD WITH CODE.
4. THIS CONTRACTOR SHALL VERIFY ALL EQUIPMENT AND DEVICE MOUNTING ARRANGEMENTS,
HEIGHTS AND LOCATIONS PRIOR TO ROUGH-IN. ANY MENTION OF A SPECIFIC MOUNTING
ARRANGEMENT, HEIGHT OR LOCATION SHALL NOT RELIEVE THIS CONTRACTOR OF THE
RESPONSIBILITY TO VERIFY THE SPECIFIC REQUIREMENT WITH THE EQUIPMENT FURNISHED BY
THE OTHER TRADES IN THE SAME AREA. NO ADDITION TO THE CONTRACT SUM WILL BE
PERMITTED FOR WRONG LOCATIONS, IN CONFLICT WITH OTHER WORK, ETC. THE OWNER
RESERVES THE RIGHT TO RELOCATE ANY DEVICE 10' - 0" PRIOR TO ROUGH-IN WITHOUT ANY
ADDITIONAL CHARGE BY THIS CONTRACTOR. THIS CONTRACTOR SHALL FULLY COORDINATE
ELECTRICAL WORK WITH THE INSTALLATION OF WORK BY ALL OTHER TRADES AND MAKE
NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL
INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO
ADDITIONAL COST TO THE OWNER.
5. ALL INSTRUMENTS, APPARATUS AND EQUIPMENT SHALL BE TESTED AND PROVED TO BE
ELECTRICALLY AND MECHANICALLY WITHOUT DEFECTS. THE ELECTRICAL SYSTEM SHALL BE
TESTED FOR GROUNDS OR SHORTS. IF THE TROUBLE IS WITHIN THE CIRCUIT WIRING, ALL
SHORTED OR GROUNDED WIRES SHALL BE REPLACED AND THEN RE-TESTED. ALL METERS,
CABLES, EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS SHALL BE FURNISHED
AND PROVIDED BY THIS CONTRACTOR. ANY TESTING OR EQUIPMENT MUST CONFORM TO OSHA
REQUIREMENTS.
6. THE ENGINEER WILL MAKE PERIODIC VISITS TO THE JOBSITE TO OBSERVE THE PROGRESS OF
THE WORK AND TO OBSERVE WHETHER OR NOT IT IS BEING PERFORMED IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS. THIS DOES NOT IN ANY WAY MEAN THAT THE ENGINEER IS A
GUARANTOR OF THE CONTRACTOR'S WORK, OR RESPONSIBLE FOR SAFETY IN, ON, OR ABOUT
THE JOBSITE, IN CONTROL OF THE SAFETY OR ADEQUACY OF ANY SHIPMENT, BUILDING,
SCAFFOLDING, FORMS OR OTHER WORK AIDS, OR FOR SUPERINTENDING, DIRECTION OR HAVING
CHARGE AT THE ERECTION AND/OR CONSTRUCTION OF THE WORK.
7. ANY AND ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT ACCORD WITH CITY
ELECTRICAL, BUILDING, AND FIRE CODES. ANY AND ALL PERMITS, LICENSE, INSPECTION FEES,
AND TAX THAT MAY RESULT FROM WORK UNDER THIS CONTRACT SHALL BE INCLUDED IN THE
BASE BID.
8. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING,
UNCRATING, STORING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT
OR WEATHER DURING CONSTRUCTION ALL NEW EQUIPMENT FURNISHED BY THIS CONTRACTOR.
THIS SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE ELECTRICAL
CONTRACTOR. THIS CONTRACTOR SHALL COORDINATE THE DELIVERY TO MEET THE PROJECT
COMPLETION DATES AS ESTABLISHED BY THE OWNER.
1101
LOBBY
1100
VESTIBULE
1107
1105
RAMP
1180
ELEV.
EQUIP.
1183
CAFE
KITCHEN
1103
WORKROOM
1102
CHECK-IN
COUNTER
1106
CORR.
1108
OBSERVATION
1104
STOR.
1181
ELEV.
1179
TELE
1195
ELEV.
LOBBY
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 9'-0" A.F.F.
SEE
NOTE 7
BOTT. SOFFIT
EL. = 12'-0" A.F.F.
EL. = 12'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 10'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
EL. = 11'-4" A.F.F.
BOTT. SOFFIT
J
J
J
J
AREA OF WORK
AREAS OF SCOPE
AREA OF WORK
5
ACT-1
EL. = 8'-0" A.F.F. ACT-1
BOTT. CEILING
EL. = 7'-4" A.F.F.
BOTT. SOFFIT
2200
PEDESTRIAN
TERRACE
1 1
2
1
1
1
1
1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1
3
3
4 4
4
4 4 4 4
4 4 4 4
4 4
4
4
5
5
1
2
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
1. DISCONNECT AND REMOVE ALL CEILING LIGHT FIXTURES. EXISTING LIGHTING BRANCH CIRCUIT SHALL
REMAIN FROM THE PANELBOARD. REMOVE CONDUIT AND WIRES BETWEEN THE LIGHT FIXTURES.
1101
LOBBY
1100
VESTIBULE
1105
RAMP
1180
ELEV.
EQUIP.
KITCHEN
1103
WORKROOM
1102
CHECK-IN
COUNTER
1106
CORR.
OBSERVATION
1104
STOR.
1181
ELEV.
1179
TELE
1195
ELEV.
LOBBY
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
SEE
NOTE 7
BOTT. SOFFIT
EL. = 12'-0" A.F.F.
EL. = 12'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 10'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
1
4
1
1
1
1
2
5 3
3
1
1
F1
F1
F1
F1
F1
F1
7 F4 F5
1 1
1
F5 7 F4 7 F4 7 F4 7 F4 7 F4 7 F4
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
F5
1
TO EMERG PANEL
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
2 2
2
R-1LRE1-7
3
R-2LRN1
LUTRON
ACT-1
EL. = 8'-0" A.F.F. ACT-1
BOTT. CEILING
ELEV.
LOBBY
ELEV.
EQUIP.
ELEV.
TELE.
CHECK-IN
COUNTER
LOBBY
VESTIBULE
OBSERVATION
CAFE
KITCHEN
CAFE
STORAGE
RAMP
CONCESSION
DECK
CORR.
R-1LN7:28 & 30
1
4
4
3
5
R-1LN7
EXISTING
DATA
RACK
J
12
2
J
J
J
J 9
9
9
9
9
10
10
10
R-1LN7:9
R-1LN7:9
R-1LN7:9
R-1LN7:7
R-1LN7:7
AREA OF SCOPE
AREAS OF SCOPE
14
R-1LN7:7
R-1LN7:7
R-1LN7:7
VEST.
LOBBY
CHECK-IN
COUNTER
LAN / IT
ELEV
DN
LOBBY
STAIR
J
J
R-2LN7-20, 22, 24, 26, 28, 30
R-2LN7-32, 34, 36, 38, 40, 42
1 1 1
4
4 4 4 4 4
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
8
8
8
9
9
20
32
20 22 22 24 24 26 26 28 28 30
32 34 34 36 36 38 38 40 40 42
10 10
CASSETTE CASSETTE CASSETTE CASSETTE
J J J J
R-2LN7
R-2HND
EXISTING
DATA
RACK
R-2LN7-21 R-2LN7-23 R-2LN7-21 R-2LN7-23
R-2LN7-29
ELEV. 8'-0"AFF
R-2LN7-31
ELEV. 8'-0"AFF R-2LN7-31
ELEV. 8'-0"AFF
R-2LN7-29
ELEV. 8'-0"AFF
8
8
GENERAL FIRE PROTECTION CONSTRUCTION NOTES:
1) ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE EXERCISED
TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO
REMAIN IN OPERATION.
2) ALL UTILITY AND/OR SHUTDOWNS SHALL BE COORDINATED WITH OWNER AND ENGINEER. NO
SHUTDOWNS CAN OCCUR WITHOUT PRIOR PERMISSION FROM THE OWNER.
3) THE FIRE PROTECTION CONTRACTOR (FPC) SHALL PROVIDE FIRE PROTECTION SPRINKLER SYSTEM
FROM EXISTING FIRE PROTECTION MAIN PER NFPA 13. SYSTEM SHALL COMPLY WITH ALL REQUIREMENTS
OF LOCAL, STATE AND FEDERAL AUTHORITIES. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE
THE LOCAL, STATE, AND FEDERAL CODES, INCLUDING ILLINOIS STATE SCHOOL CODE.
4) ALL WORK SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LOCAL FIRE
PROTECTION DISTRICT AND WATER DEPARTMENT.
5) ALL AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS PRIOR TO
COMMENCEMENT OF WORK.
6) WORK SHALL BE PERFORMED BY AN APPROVED AUTOMATIC FIRE PROTECTION SPRINKLER
CONTRACTOR. SHOP DRAWINGS, PRODUCT DATA, AND HYDRAULIC CALCULATIONS SHALL BE PREPARED
BY A REGISTERED PROFESSIONAL ENGINEER. APPROVED CONTRACTOR AND THE CONTRACTOR'S
REGISTERED PROFESSIONAL ENGINEER SHALL BE LICENSED WITH THE PROPER AUTHORITIES FOR
LOCATION OF THIS PROJECT.
7) THE FPC SHALL PROVIDE AN AUTOMATIC WET PIPE SPRINKLER SYSTEM INCLUDING PIPING, HANGERS,
VALVES, ALARMS, SUPPORTS, AND SPRINKLER HEADS, NECESSARY AND AS REQUIRED FOR
INSTALLATION OF COMPLETE AND APPROVED FIRE PROTECTION SYSTEM.
8) ALL NEW PIPING WILL BE IN COMPLIANCE WITH ASTM A-135, STEEL SCHEDULE 40 PIPE, AND IN
COMPLIANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.
9) A HYDROSTATIC TEST WILL BE PERFORMED ON ALL NEW PIPING AT 200 PSI OR 50 PSI ABOVE THE
NORMAL SYSTEM STATIC, WHICH EVER IS GREATER, FOR A MINIMUM OF 2 HOURS IN ACCORDANCE WITH
NFPA 13.
10) LOCATE SPRINKLER AT SUFFICIENT HEIGHT ABOVE OBSTRUCTIONS SO AS TO MINIMIZE THE IMPACT OF
OBSTRUCTIONS TO THE SPRINKLER HEAD DISCHARGE; OBSERVE ALL RULES OF REQUIRED VERTICAL
AND/OR HORIZONTAL DISTANCES AWAY FROM OBSTRUCTIONS, COORDINATE WITH OTHER TRADES SUCH
AS MECHANICAL, ELECTRICAL, STRUCTURAL, ARCHITECTURAL, ETC.; COORDINATE WITH GC REGARDING
RECOMMENDED RELOCATION OF OBSTRUCTIONS AS POSSIBLE/ACCEPTABLE. RELOCATION OF
SPRINKLER HEADS IS PREFERRED IN LIEU OF ADDED ADDITIONAL SPRINKLER HEADS TO COMPENSATE
FOR OBSTRUCTIONS.
11) ROUTE PIPING TO ACCOUNT FOR SLOPES OF CEILINGS, STRUCTURAL BEAMS, JOISTS, ETC. ABOVE.
PROVIDE OFFSETS AND FITTINGS AS NECESSARY.
12) PER NFPA 13, WHEN REQUIRED, ALIGN DEFLECTS PARALLEL SLOPES OF CEILING, STRUCTURAL BEAMS,
JOISTS, ETC. ABOVE.
13) THE FPC SHALL RUN PIPING HORIZONTALLY AND AT RIGHT ANGLES TO WALLS AND CEILINGS, CENTER
SPRINKLER HEADS IN BOTH HORIZONTAL DIRECTIONS WITH RESPECT TO CEILING COMPONENTS, SUCH
AS CEILING GRID, LIGHT FIXTURES, HVAC AIR DEVICES, AND SPEAKERS OR AS DIRECTED BY ARCHITECT.
14) THE FPC SHALL FIELD VERIFY EXACT REQUIREMENTS FOR BUILDING REGARDING PIPE SIZES, ADEQUATE
PRESSURES, SERVICE LOCATIONS, AND SUBMIT SHOP DRAWINGS TO THE AUTHORITIES FOR APPROVAL
PRIOR TO FABRICATION OR INSTALLATION OF FIRE PROTECTION WATER SERVICE AND/OR SYSTEMS.
OBTAIN RECENT WATER FLOW DATA, DATA DETERMINED WITHIN PAST 6 MONTHS.
15) ALL AUTOMATIC SPRINKLERS SHALL BE IN COMPLIANCE WITH NFPA, INSURANCE UNDERWRITER, LOCAL
AND STATE FIRE PROTECTION BUREAUS.
16) ALL PIPING SHALL BE ROUTED IN THE SUSPENDED CEILING SPACE UNLESS OTHERWISE INDICATED. ALL
PIPING EXPOSED TO VIEW SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO THE UNDERSIDE OF
STRUCTURE AND OTHER OBSTRUCTIONS.
17) FIRE PROTECTION PIPING SHALL BE SUPPORTED INDEPENDENTLY FROM OTHER DUCT/PIPE SUPPORTS.
FOR PIPING SUSPENDED FROM OTHER SUPPORTS FOR OTHER DUCTS AND/OR PIPES, THE FPC SHALL
PROVIDE STRUCTURAL CALCULATIONS INDICATING NON-INDEPENDENT ATTACHMENT IS ACCEPTABLE.
18) THE FPC SHALL REFER TO ARCHITECTURAL DRAWINGS OR CONSULT ARCHITECT FOR EXACT LOCATION
OF FIXTURES, EQUIPMENT, ETC. AND FINAL FINISHED ELEVATIONS PRIOR TO ANY INSTALLATION WORK.
19) CORE-DRILL EXISTING FLOOR SLABS, WALLS, ROOFS, ETC. AS REQUIRED FOR PIPING AND FIRE-STOP
OPENING AROUND PIPE. RATING OF MATERIAL SHALL MEET OR EXCEED WALL FIRE RATING. VERIFY
LOCATION OF STRUCTURAL BEAMS, JOISTS, ETC. BEFORE DRILLING AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
20) PROVIDE PIPE SLEEVES AT ALL WALL PENETRATIONS. SLEEVES SHALL BE SCHEDULE 40 STEEL PIPING
1101
LOBBY
1100
VESTIBULE
1105
RAMP
1180
ELEV.
EQUIP. STORAGE
1183
CAFE
KITCHEN
1103
WORKROOM
1102
CHECK-IN
COUNTER
1106
CORR.
1108
OBSERVATION
1104
STOR.
1181
ELEV.
1179
TELE
1195
ELEV.
LOBBY
FP(E) FP(E)
FP(E)
FP(E) FP(E) FP(E)
FP(E) FP(E) FP(E)
FP(E)
FP(E)
FP(E)
FP(E)
FP(D) FP(E)
FP(E)
FP(E)
FP(E) FP(E)
FP(E) FP(E)
FP(E)
FP(E)
FP(E)
3
1
NIC
NIC
NIC
1254
STAIR
2200
PEDESTRIAN
TERRACE
4
FP(D)
FP(D)
FP(D)
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
EL. = 9'-0" A.F.F.
BOTT. CEILING
SEE
NOTE 7
BOTT. SOFFIT
EL. = 12'-0" A.F.F.
EL. = 12'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 9'-0" A.F.F.
BOTT. CEILING
EL. = 10'-0" A.F.F.
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
BOTT. SOFFIT
EL. = 11'-4" A.F.F.
BOTT. SOFFIT
FP(E)
FP(E) FP(E)
FP(E)
FP(E)
FP(E)
FP(E) FP(E)
FP(E)
FP(E)
FP(E)
FP(E)
FP(E)
FP(N)
FP(E)
FP(E)
FP(E) FP(E)
FP(E) FP(E)
FP(E)
FP(E)
FP(E)
4
1
FP(N) 1
2
2
FP(N)
FP(N)
FP(E)
NEW GATE
NEW GATE
NEW GATE
NIC
NIC
NIC
1254
STAIR
2200
PEDESTRIAN
TERRACE
5
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
FP(N)
NIC
NIC
EL. = 10'-0" A.F.F.
BOTT. CEILING
EL. = 10'-0" A.F.F.
BOTT. CEILING
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
EL. = 8'-8" A.F.F.
BOTT. CEILING
BOTT. PENDANT
EL. = 8'-6" A.F.F.
EL. = 9'-6" A.F.F.
BOTT. SOFFIT
EL. = 8'-6" A.F.F.
BOTT. SOFFIT
FP(N)
FP(E)
FP(E) FP(E)
FP(E)
FP(E) FP(E)
FP(E) FP(E)
FP(E)
FP(E)
4
3
NEW GATE
NEW GATE
NIC
NIC
NIC
SCALE:
FIRE PROTECTION NEW WORK PLAN -
1 FIRST 1/8" = 1'-0" FLOOR WEST LOBBY
SCALE:
3 FIRE 1/8" = 1'-PROTECTION 0" NEW WORK PLAN - SECOND FLOOR BRIDGE
SCALE:
FIRE PROTECTION NEW WORK PLAN -
2 FIRST 1/8" = 1'-0" FLOOR EAST LOBBY
KEYED FIRE PROTECTION NEW WORK SHEET NOTES
1. FIRE PROTECTION CONTRACTOR (FPC) SHALL PROVIDE NEW SPRINKLER COVERAGE WHERE NEW CEILING IS TO BE
INSTALLED ABOVE NEW CLOUD CEILING ABOVE NEW WEST LOBBY AREA.
2. FPC SHALL PROVIDE NEW SPRINKLER COVERAGE AT NEW CEILING CLOUD ABOVE NEW WEST LOBBY AREA.
3. FPC SHALL PROVIDE NEW SPRINKLER COVERAGE AT NEW CEILING ABOVE NEW EAST LOBBY AREA.
4. FPC SHALL PROVIDE MODIFICATION OF SPRINKLER HEADS, RECONFIGURATION OF SPRINKLER HEADS AND NEW
SPRINKLER HEADS AS NECESSARY TO PROVIDE FULL COVERAGE IN NEW EAST AND WEST LOBBY AREAS.
5. FPC SHALL PROVIDE NEW COVERAGE, NEW PIPING IN NEW WORK OUT AREA ROOM WHERE SPACE IS TO BE OPEN TO
THE BOTTOM OF ROOF DECK. ROUTE PIPING AS HIGH AS POSSIBLE. PROVIDE COVERAGE ABOVE AND BELOW
OBSTRUCTIONS AT CEILING LEVEL. PROVIDE GUARDS TO PREVENT DAMAGE TO SPRINKLER HEADS BELOW. PROVIDE
SHIELDS ON SPRINKLER HEADS BELOW TO PREVENT SPRAY FROM SPRINKLER HEADS ABOVE.
#
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
FP1.01
A. FIRE PROTECTION CONTRACTOR (FPC) SHALL DETERMINE EXACT PIPE ROUTING OF MAINS AND BRANCHES PER
CONTRACTOR'S VERIFIED FIELD CONDITIONS AND PER REQUIREMENTS OF NFPA 13. REROUTE, OFFSET, RISE/DROP,
ETC. PIPING AS NECESSARY. CONSIDER ASPECTS SUCH AS STRUCTURAL AND ITS AFFECT ON HANGER INSTALLATION.
TYPICAL THROUGHOUT THE EXISTING BUILDING. PROVIDE ADDITIONAL DRAIN DOWNS WHERE AS NECESSARY.
B. HEADS AT OPEN CEILING NEED A PROTECTIVE SHEILD (COLOR/FINISH BY ARCHITECT) TO PREVENT HEADS ABOVE
'WETTING' HEADS BELOW. REFERENCE ARCHITECTURAL CEILING PLANS, SECTIONS, ELEVATIONS, AND DETAILS.
C. ALL PIPING SHALL BE PAINTED. COLOR TO BE BY ARCHITECT.
D. IMPORTANT!!! SECOND FLOOR BRIDGE AREA IS TO BE AN OPEN SPACE TO BOTTOM OF ROOF DECK. TIGHTLY COMPACT
PIPING AND CONDUIT EXIST TIGHT TO STRUCTURE PER SITE INVESTIGATION. NEW WORK INCLUDES NEW DUCTWORK,
NEW PIPING AND NEW LIGHTING IN ADDITION TO EXISTING CONDITIONS. PROVIDE SPRINKLER COVERAGE ABOVE AND
BELOW OBSTRUCTIONS.
E. SEE SHEET FP0.01 FOR ABBREVIATIONS AND SYMBOLS.
GENERAL FIRE PROTECTION CONSTRUCTION NOTES
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
FP(D)
NIC
NIC
2101
LOBBY
2100
VEST
2115
VEST
2105
CHECK-IN
COUNTER 2109
LAN/ IT
2116
ELEC/
MECH
2114
ELEV
MACH
2159
ELEV
FP(D)
FP(E)
FP(E) FP(E)
FP(E)
FP(E) FP(E)
FP(E) FP(E)
FP(E)
FP(E)
3
2
NIC
NIC
NIC
SCALE:
FIRE PROTECTION DEMOLITION PLAN -
1 FIRST 1/8" = 1'-0" FLOOR WEST LOBBY
SCALE:
3 FIRE 1/8" = 1'-PROTECTION 0" DEMOLITION PLAN - SECOND FLOOR BRIDGE
SCALE:
FIRE PROTECTION DEMOLITION PLAN -
2 FIRST 1/8" = 1'-0" FLOOR EAST LOBBY
GENERAL FIRE PROTECTION DEMOLITION NOTES KEYED FIRE PROTECTION DEMOLITION SHEET NOTES
1. FIRE PROTECTION CONTRACTOR (FPC) SHALL DEMOLISH SPRINKLER HEAD WHERE NEW CEILING GRID AND CLOUD
CEILING ARE TO BE INSTALLED.
2. FPC SHALL DEMOLISH SPRINKLER HEAD WHERE NEW CEILING IS TO BE INSTALLED.
3. FPC SHALL PROVIDE MODIFICATION OF EXISTING SPRINKLER HEADS, RECONFIGURATION OF EXISTING SPRINKLER
HEADS AND PROVIDE NEW SPRINKLER HEADS AS NECESSARY TO PROVIDE FULL COVERAGE PER NEW ARCHITECTURAL
LAYOUT.
4. FPC SHALL DEMOLISH SPRINKLER HEADS IN BRIDGE AREA WHERE CEILING IS TO BE DEMOLISHED. PROVIDE
DEMOLITION OF SPRINKLER PIPING IN BRIDGE AREA WHERE NEW LAYOUT WILL BE OPEN SPACE TO BOTTOM OF ROOF
DECK AND NEW PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE.
A. FIRE PROTECTION CONTRACTOR (FPC) SHALL DETERMINE EXACT PIPE ROUTING OF MAINS AND
BRANCHES PER CONTRACTOR'S VERIFIED FIELD CONDITIONS AND PER REQUIREMENTS OF NFPA 13.
REROUTE, OFFSET, RISE/DROP, ETC. PIPING AS NECESSARY. FIELD VERIFY PRIOR TO PROVIDING A BID
TO ENSURE NO CHANGES TO PRICE DUE TO PIPING ROUTING ALTERATIONS.
B. PROVIDE DEMOLITION WORK AS NECESSARY PER REVISED CEILING PLAN.
C. PROVIDE DEMOLITION OF HANGERS AND ACCESSORIES FOR DEMOLITION WORK.
D. SEE NEW WORK SCOPE PLANS FOR ADDITIONAL INFORMATION.
E. SEE SHEET FP0.1 FOR ADDITIONAL INFORMATION.
F. SEE ARCHITECTURAL PLANS AND SECTIONS FOR ADDITIONAL INFORMATION ON HEIGHT OF WALLS,
CEILING HEIGHTS, AND HEIGHT OF EXISTING DUCTWORK.
#
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
FPD1.01
WHICH SHALL EXTEND MINIMUM 1" PAST WALL ON BOTH SIDES OF WALL. PIPE-INSULATION (WHERE
REQUIRED) SHALL BE CONTINUOUS THROUGH WALL PENETRATION. FURNISH AND INSTALL FIRE SEALING
BETWEEN SLEEVE AND PIPE / PIPE-INSULATION.
21) THE LOCATION OF HEADS IS OF CRITICAL IMPORTANCE IN MISSING LIGHTS, AIR DEVICES, AND IN
FURNISHING A COORDINATED CEILING PATTERN CONSISTENT WITH THE TILE AND OTHER
ARCHITECTURAL FEATURES. HEADS LOCATED IN ACOUSTIC TILE SHALL BE CENTERED IN THE TILE.
PIPING RETURN BEND (ARM-OVER) SHALL BE USED TO ACCOMPLISH CENTERING THE OF SPRINKLER
HEADS IN CEILING TILES. SPRINKLER LOCATIONS SHALL BE VERIFIED BEFORE INSTALLING, USING
ARCHITECTURAL REFLECTED CEILING PLANS, MECHANICAL PLANS, STRUCTURAL PLANS, ELECTRICAL
PLANS. ADDITIONAL SPRINKLER HEADS, PIPING, ALARMS, VALVES, ETC. WHICH MAY BE REQUIRED FOR A
COORDINATED CEILING PATTERN SHALL BE FURNISHED WITHOUT ADDED COST EVEN THOUGH THE
NUMBER OF HEADS AND RELATED PIPING MAY EXCEED MINIMUM REQUIREMENTS.
22) THE FPC SHALL IDENTIFY ALL CEILINGS, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,
PLUMBING, ETC. ELEMENTS/OBSTRUCTIONS THROUGHOUT THE PROJECT; PROVIDE REQUIRED
COVERAGE ABOVE, BELOW, AND/OR ADJACENT TO ELEMENTS/OBSTRUCTIONS. ADDITIONAL SPRINKLER
HEADS, PIPING, ALARMS, VALVES, ETC. WHICH MAY BE REQUIRED DUE TO ELEMENTS/OBSTRUCTIONS
SHALL BE FURNISHED WITHOUT ADDED COST EVEN THOUGH THE NUMBER OF HEADS AND RELATED
PIPING MAY EXCEED MINIMUM REQUIREMENTS.
23) THE FPC IS RESPONSIBLE FOR PROVIDING SPRINKLER HEAD COVERAGE THROUGHOUT ALL AREAS AS
INDICATED ON PLANS, WHETHER OR NOT SPRINKLER HEAD LOCATIONS ARE SHOWN ON THE PLANS. FOR
CRITICAL AREAS, PORTIONS OF SPRINKLER HEAD LAYOUT MAYBE SHOWN FOR REFERENCE PURPOSES
ON INTENDED LAYOUT. IN AREAS WHERE SPRINKLER HEAD LOCATIONS ARE NOT REPRESENTED ON THE
PLANS, THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE LAYOUT.
24) NOTES ON DRAWINGS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER THEY ARE REPEATED OR
NOT.
25) CONTRACTOR SHALL PAINT ALL NEW EXPOSED PIPING, CONDUIT, AND ASSOCIATED COMPONENTS;
COLOR AS SELECTED/APPROVED BY ARCHITECT.
26) PROVIDE ACCESS PANELS IN WALLS AND/OR CEILINGS AT ALL VALVING AND EQUIPMENT INSTALLED
WITHIN INACCESSIBLE AREAS.
27) THE DRAWINGS AND DETAILS SHALL BE TAKEN AS A DIAGRAMMATIC MEANS OF PROVIDING PIPING AND
EQUIPMENT. THEY DO NOT SHOW EVERY FITTING AND OFFSET, NOR EVERY STRUCTURAL, ELECTRICAL,
PIPING, OR DUCTWORK CONFLICT THAT MAY BE ENCOUNTERED DURING THE INSTALLATION OF THE
WORK.
28) DO NOT SCALE DRAWINGS, USE FIELD MEASUREMENTS.
29) THE WORK HAS BEEN DESIGNED FOR THE EQUIPMENT INDICATED ON THE DRAWINGS. THE CONTRACTOR
SHALL BE RESPONSIBLE TO COORDINATE AND PROVIDE ANY MODIFICATIONS TO THE WORK INCLUDING,
BUT NOT NECESSARILY LIMITED TO, DUCTWORK, PIPING, ELECTRICAL, PLUMBING, STRUCTURAL,
LIGHTING, OUTLETS, AND ARCHITECTURAL FEATURES SUCH AS CEILINGS, DOORS AND FRAMES,
CASEWORK, ETC. REQUIRED TO PROPERLY PROVIDE EQUIPMENT OTHER THAN THAT INDICATED ON THE
DRAWINGS.
30) THE DIAGRAMS SHOW THE RELATIONSHIP OF MAJOR COMPONENTS OF THE FIRE PROTECTION SYSTEM.
PROVIDE COMPLETE TRIM AS REQUIRED TO MEET NFPA AND CODE REQUIREMENTS, AND AS REQUIRED
FOR A COMPLETE AND OPERATIONAL SYSTEM.
31) PROVIDE FIRE DEPARTMENT TEST CONNECTION FROM THE MOST HYDRAULICALLY REMOTE LOCATION
FOR EACH ZONE. PROVIDE VALVE LOCATED AT 5'-0'' ABOVE FINISHED FLOOR FOR EACH TEST
CONNECTIONS. COORDINATE LOCATION WITH THE ARCHITECT AND LOCAL AUTHORITIES HAVING
JURISDICTION. PROVIDE ACCESS PANEL(S) AS REQUIRED.
32) PROVIDE DRAIN DOWN LINES FOR ALL SYSTEM LOW POINTS. EXTEND DRAIN LINES AS REQUIRED TO
TERMINATE TO OUTSIDE OF BUILDING, AT FLOOR DRAIN, OR IN MOP SINK.
33) EXTEND SYSTEM, MAIN, AND SECTIONAL DRAINS AS REQUIRED TO TERMINATE OUTSIDE ON GRADE OR
TO A FLOOR DRAIN CAPABLE OF ACCEPTING FULL DISCHARGE OF DRAIN.
34) ALL VALVING AND EQUIPMENT SHALL BE FULL LINE SIZE UNLESS NOTED OTHERWISE.
35) COORDINATE SPRINKLER HEAD LOCATION AND ALL LENGTHS OF PIPING WITH OTHER TRADES IN FIELD
PRIOR TO INSTALLATION.
36) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ANY ADDITIONAL HEADS REQUIRED BY THE
LOCAL AUTHORITIES HAVING JURISDICTION AT NO ADDITIONAL COST.
37) THE CONTRACTOR SHALL PROVIDE A WIRE GUARD FOR ALL EXPOSED SPRINKLER HEADS LOCATED IN
ALL MECHANICAL SPACES, STORAGE ROOMS, CLOSETS, AND ALL OTHER LOCATIONS WHERE HEADS MAY
BE READILY DAMAGED.
38) ALL SPRINKLER HEADS SHOWN ARE STANDARD COVERAGE UNLESS NOTED OTHERWISE. EXTEND
COVERAGE HEADS WILL NOT BE ACCEPTED IN ANY AREAS OTHER THAN THOSE AREAS NOTED; UNLESS
ACCEPTABLE/APPROVED BY THE AUTHORITIES HAVING JURISDICTION.
39) THE SPRINKLER SYSTEM SHALL BE DESIGNED FOR THE FOLLOWING SPRINKLER OCCUPANCY HAZARD
CLASSIFICATIONS:
A. BUILDING SERVICE AREAS: ORDINARY HAZARD, GROUP 1.
B. ELECTRICAL EQUIPMENT ROOMS: ORDINARY HAZARD, GROUP 1.
C. GENERAL STORAGE AREAS: ORDINARY HAZARD, GROUP 1.
D. MECHANICAL EQUIPMENT ROOMS: ORDINARY HAZARD, GROUP 1.
E. OFFICE AND PUBLIC AREAS: LIGHT HAZARD.
F. CORRIDORS: LIGHT HAZARD.
G. TOILET ROOMS: LIGHT HAZARD.
40) THE SPRINKLER SYSTEM SHALL BE CAPABLE OF PROVIDING THE FOLLOWING MINIMUM DENSITIES FOR
THE FOLLOWING SPRINKLER OCCUPANCY HAZARDS:
A. LIGHT HAZARD: 0.10 GPM/SF OVER 1500 SF.
B. ORDINARY HAZARD, GROUP 1: 0.15 GPM/SF OVER 1500 SF.
C. ORDINARY HAZARD, GROUP 2: 0.20 GPM/SF OVER 1500 SF.
D. SPECIAL OCCUPANCY HAZARD: AS DETERMINED BY AUTHORITIES HAVING
JURISDICTION.
E. COMMODITY STORAGE AREAS SHALL BE CAPABLE OF PROVIDE DENSITY COVERAGE PER NFPA 13.
F. PROVIDE INCREASED, OR DECREASED, COVERAGE AREAS AS REQUIRED, OR ALLOWED, PER NFPA
13.
G. VERIFY WATER FLOW AND PRESSURES IN FIELD.
41) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HYDRAULIC CALCULATIONS FOR ALL
SYSTEMS MODIFIED OR INSTALLED AS PART OF THIS CONTRACT FOR FINAL PIPE SIZING.
42) PROVIDE 10% SAFETY FACTOR FOR ALL FIRE ZONES. IF LOCAL AUTHORITIES HAVING JURISDICTION
REQUIRE A MORE STRINGENT SAFETY FACTOR, REQUIREMENTS OF LOCAL AUTHORITIES SHALL BE MET.
43) NO PIPING SHALL BE INSTALLED IN ELECTRICAL ROOMS, ELEVATOR MACHINE ROOMS, ELEVATOR
HOISTWAYS, AND ALL OTHER SIMILAR AREAS. ONLY PIPING FEEDING DEVICES IN THESE AREAS SHALL BE
ALLOWED TO BE INSTALLED IN THESE AREAS.
44) NO PIPING SHALL BE INSTALLED ABOVE ANY ELECTRICAL EQUIPMENT, THIS INCLUDES BUT IS NOT
LIMITED TO PANELS, TRANSFORMERS, STARTERS, DISCONNECTS, ETC.
45) THE FPC SHALL BE RESPONSIBLE FOR THE FINAL COORDINATION OF ALL ELECTRICAL REQUIREMENTS
FOR ALL EQUIPMENT AND/OR FIRE PROTECTION DEVICES/COMPONENTS. THE FPC SHALL PROVIDE TO
THE ELECTRICAL CONTRACTOR PERFORMING WIRING THE MANUFACTURER'S WRITTEN DATA FOR ANY
FIRE PROTECTION EQUIPMENT AND DEVICE/COMPONENT REQUIRING ELECTRICAL CONNECTION,
PROVIDE DATA PRIOR TO SUBMITTAL OF ANY EQUIPMENT AND DEVICE/COMPONENT FOR REVIEW.
46) PRIOR TO FINAL SYSTEM ACCEPTANCE THE CONTRACTOR SHALL:
A. PERFORM ALL REQUIRED ACCEPTANCE TESTS AS REQUIRED BY NFPA 13.
B. SUBMIT FOR REVIEW - COMPLETED AND SIGNED APPROPRIATE CONTRACTOR'S MATERIAL AND
TEST CERTIFICATES INCLUDING BUT NOT LIMITED TO CERTIFICATES FOR ABOVEGROUND AND
UNDERGROUND PIPING.
C. NOTIFY THE AUTHORITIES HAVING JURISDICTION AND THE OWNER'S REPRESENTATIVE OF THE
TIME AND DATE TESTING WILL BE PERFORMED.
SCOPE OF WORK
DESIGN, FABRICATE AND INSTALL NEW AUTOMATIC SPRINKLER
SYSTEM FOR THE AREAS AS INDICATED TO COMPLY WITH LOCAL
BUILDING CODES, REQUIREMENTS OF AUTHORITIES HAVING
JURISDICTION AND APPLICABLE NFPA STANDARDS.
DESIGN CRITERIA
1) THE SPRINKLER SYSTEM SHALL BE DESIGNED PER
REQUIREMENTS OF LOCAL BUILDING CODES, REQUIREMENTS OF
AUTHORITIES HAVING JURISDICTION AND NFPA 13.
2) PROVIDE HYDRAULIC CALCULATIONS.
SCALE:
1 CENTERLINE NONE OF CEILING TILE DETAIL
BRANCHLINE
ARM-OVER PIPING
CEILING TILE
SCORE
CONCEALED SPRINKLER HEAD
(SEE REFLECTED CEILING PLAN
FOR APPROXIMATE LOCATION)
BRANCHLINE FITTING
BRANCHLINE
PENDENT
SPRINKLER HEAD
BRASS UPRIGHT
SPRINKLER HEAD
QUICK RESPONSE
QUICK RESPONSE
PENDENT &
SCALE:
4 UPRIGHT NONE SPRINKLERS
NOTE:
EXISTING FIRE PROTECTION PIPING
NEW FIRE PROTECTION PIPING
(N) NEW PIPE/CONNECTION
DP DRAINAGE PIPING
SYMBOL LIST
FSR FIRE SPRINKLER RISER
DP
SPR STAND-PIPE RISER
FD FLOOR DRAIN
EC ELECTRICAL CONTRACTOR
GC GENERAL CONTRACTOR
MC MECHANICAL CONTRACTOR
PC PLUMBING CONTRACTOR
SC SITE UTILITY CONTRACTOR
OSD OPEN SITE DRAIN
N.T.S. NOT TO SCALE
(E) EXISTING TO REMAIN
BFP BACKFLOW PREVENTER
(D) DEMOLISHED/DISCONNECTED PIPE
FS
ITV INSPECTOR TEST VALVE
VM/TS VALVE WITH MONITOR /
TAMPER SWITCH
FS FLOW SWITCH
HV HOSE VALVE
CAP/BLIND FLANGE
HVVC HOSE VALVE WITH
VALVE CABINET
PG PRESSURE GAUGE
FPC FIRE PROTECTION CONTRACTOR
FDC FIRE DEPARTMENT CONNECTION
CR COMBINATION RISER
AKA ALSO KNOWN AS
FP(E)
FP
FP(E)
FP
SOME SYMBOLS LISTED IN THIS SCHEDULE MAY NOT APPEAR ON DRAWINGS.
NIC NOT IN CONTRACT
FCA FLOOR CONTROL ASSEMBLY
DEMOLISHED SPRINKLER HEAD
NIC NOT IN CONTRACT
BRANCHLINE FITTING
BRANCHLINE
BRASS UPRIGHT
SPRINKLER HEAD
BRASS UPRIGHT
SPRINKLER HEAD
SYMBOL ON PLAN
SCALE:
2 UPRIGHT NONE SPRINKLERS
BRANCHLINE FITTING
BRANCHLINE
SUSPENDED CEILING
WHITE CONCEALED
SPRINKLER HEAD ESCUTCHEON PLATE
PENDENT
SYMBOL ON PLAN
SCALE:
3 CONCEALED NONE PENDENT SPRINKLERS
SYMBOL ON PLAN
SHIELD
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
FP0.01
8
8
11 11 11 11
S S S
S
S
S S S
5 S
5
5
5
5
5
5 5
5
R-2LN7-33
12 R-2LN7-33
13
DANCE
STORAGE
LAUNDRY
7
FITNESS
MANAGER
6 1. FURNISH AND INSTALL NEW FIRE ALARM AUDIO-VISUAL DEVICE. FURNISH AND INSTALL NEW FIRE ALARM
WIRE ON J-HOOKS/CABLE TRAY FROM NEAREST NOTIFICATION CIRCUIT. THE NEW DEVICE SHALL BE
PENDANT MOUNTED. FURNISH AND INSTALL STEM AS REQUIRED TO MATCH DEVICE AT BOTTOM OF THE
LIGHT FIXTURE ELEVATION. FURNISH AND INSTALL NEW NAC PANEL AS REQUIRED.
2. FURNISH AND INSTALL LEGRAND 4000 SERIES DUAL CHAMBER METAL WIREWAY OR EQUAL. MOUNT ON
FLOOR.
3. FURNISH AND INSTALL NEW GFCI RECEPTACLE AND BRANCH CIRCUIT AS SHOWN. INSTALL NEW
RECEPTACLE ON ONE SIDE OF THE CHANNEL ONLY. THE OTHER SIDE OF THE CHANNEL SHALL REMAIN
EMPTY FOR THE FULL LENGTH OF THE CHANNEL.
4. RE-INSTALL EXISTING SALVAGED SMOKE DETECTORS ON EXISTING CEILING. FURNISH AND INSTALL NEW
FIRE ALARM WIRE ON J-HOOKS/CABLE TRAY TO EACH SMOKE DETECTOR FROM NEAREST FIRE ALARM
DETECTION CIRCUIT.
5. INSTALL OWNER PROVIDED SPEAKERS WITH NEW BACK BOX AND STEM. FURNISH AND INSTALL NEW
SPEAKER WIRE WITH J-HOOKS/CABLETRAY. COORDINATE WITH OWNER FOR FINAL LOCATIONS AND FINAL
CONNECTION. SPEAKER ELEVATION SHALL BE DETERMINED ON SITE.
6. RELOCATE EXISTING PRESET SWITCH AND GATE CALL SPEAKER TO OTHER SIDE OF COLUMN AS SHOWN.
EXTEND EXISTING CONDUIT AND WIRES.
7. 5(/2&$7((;,67,1*5(&(37$&/( r$5281'&2/801$66+2:1(;7(1'(;,67,1*&21'8,7$1'
WIRES.
8. EXISTING DEVICES TO REMAIN.
9. MAGNETIC DOOR HOLD DEVICE SHALL BE FURNISHED AND INSTALLED BY OTHERS. FURNISH AND INSALL
NEW FIRE ALARM MONITOR MODULE. FURNISH AND INSTALL NEW BRANCH CIRCUIT FROM NOTED
PANELBOARD VIA MONITOR MODULE. FURNISH AND INSTALL NEW FIRE ALARM WIRE IN
CONDUIT/J-HOOKS/CABLE TRAY FROM NEW MONITOR MODULE TO EXISTING FACP.
10. RE-INSTALL EXISTING SALVAGED CAMERAS. CO-ORDINATE FINAL LOCATIONS WITH OWNER. FURNISH AND
INSTALL NEW CAMERA CABLE AS REQUIRED BY OWNER WITH J-HOOKS/CABLE TRAY.
11. FURNISH AND INSTALL SQUARE-D 2510, 20A, 1P OR EQUAL AS LOCAL DISCONNECT SWITCH WITH NEW
BRANCH CIRCUIT FROM NOTED PANELBOARD.
12. UPON REMOVAL OF CEILING AND EXACT DUCT WORK LAYOUT, CONTRACTOR SHALL FIELD VERIFY
EXISTING CONDUIT, WIRING AND CABLING FOR DUCTWORK INTERFERENCES AND RELOCATE AS
REQUIRED. GENERAL CONTRACTOR SHALL CARRY A CONTINGENCY FOR THIS SCOPE OF WORK.
13. FURNISH AND INSTALL NEW SOLID BOTTOM CABLE TRAY FOR ALL NEW AND EXISTING LOW VOLTAGE
CABLES IN BRIDGE CEILING. ROUTE THE NEW CABLE TRAY BETWEEN THE EAST AND WEST SIDES OF THE
ACCESSORY CEILING. SIZE CABLE TRAY TO ACCOMODATE ALL CABLES WITHIN A 40% FILL RATIO OR LESS.
MOUNT CABLE TRAY ABOVE THE LIGHT FIXTURES AND HVAC EQUIPMENT.
KEYED ELECTRICAL NOTES #
R-2LN7
R-2HND
EXISTING
DATA
RACK
R-2LN7-25
R-2HND-25, 27, 29
J
WP
NEMA-3R
30 AMP, 3P
WP-GFCI
R-2LN7-27
SCALE:
1 POWER 1/8"=1'-0" NEW WORK - WEST LOBBY CORRIDOR SCALE:
2 POWER 1/8"=1'-0" NEW WORK - GYM ENTRANCE
SCALE:
3 POWER 1/8"=1'-0" NEW WORK - PEDESTRIAN BRIDGE
SCALE:
4 POWER 1/8"=1'-0" NEW WORK - PEDESTRIAN BRIDGE ROOF
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
E2.02
MENS
CHASE
ELEV.
MECH
R-1LN1-36
R-1LN1:38
7
8
10
R-1LN1
EXISTING
DATA
RACK
11
11
J
11
12
J J J
J
13
13
13 13
13
10
R-1LN1:5
R-1LN1:5
R-1LN1:5
6
2
AREAS OF SCOPE
AREA OF SCOPE
R-1LN1:40
1. RELOCATE EXISTING RECEPTACLE FROM OTHER SIDE OF THE COLUMN TO THIS SIDE OF THE COLUMN AS
SHOWN. EXTEND EXISTING CONDUIT AND WIRES.
2. EXISTING PANEL BOARD SHALL REMAIN. USE EXISTING SPARE CIRCUIT BREAKERS FOR NEW BRANCH
CIRCUITS.
3. INSTALL GATE RELEASE BUTTON FROM OLD COUNTER, BUTTON SHALL CONTROL S.E. DESK GATE AND
RAMP GATE. VERIFY LOCATION WITH CLIENT.
4. INSTALL (2) NEW DEDICATED OUTLETS FOR EMPLOYEE PLUG-IN HEATERS, VERIFY LOCATIONS WITH
CLIENT. PROVIDE LABEL ON OUTLET TITLED "HEATER".
5. EXTEND EXISTING CUH BRANCH CIRCUIT TO NEW CUH. LOCAL DISCONNECT SWITCH IS INTEGRAL WITH
THE EQUIPMENT.
6. FURNISH AND INSTALL NEW DOOR RELEASE BUTTON. PROVIDE COMPLETE WIRING IN CONDUIT AS
REQUIRED. COORDINATE LOCATION WITH ARCHITECT.
7. FURNISH AND INSTALL NEW BRANCH CIRCUIT FROM NOTED PANEL BOARD. LOCAL DISCONNECT SWITCH
IS INTEGRAL WITH THE EQUIPMENT.
8. INSTALL (1) NEW DEDICATED OUTLET FOR EMPLOYEE PLUG-IN HEATER, VERIFY LOCATION WITH CLIENT.
PROVIDE LABEL ON OUTLET TITLED "HEATER".
9. INSTALL EXISTING CARD READER WITH NEW CONDUIT AND WIRES TO EXISTING SECURITY SYSTEM.
FURNISH AND INSTALL NEW POWER WIRING FROM EXISTING PANEL BOARD. THE ELECTRICAL
CONTRACTOR SHALL REUSE EXISTING DEMOED CIRCUITS FOR NEW LOCATION. FURNISH AND INSTALL
CONDUIT AND WIRES FROM TURNSTILE DOOR TO DOOR RELEASE BUTTON AS SHOWN IN KEYNOTE #3.
PROVIDE COMPLETE WIRING AS REQUIRED BY MANUFACTURER.
10. FURNISH AND INSTALL TELECOMMUNICATION OUTLET WITH CAT 6 CABLE IN CONDUIT FROM EACH OUTLET
TO EXISTING DATA RACK. PROVIDE COMPLETE TERMINATION AND LABELING AS REQUIRED BY BUILDING
DEPARTMENT. COORDINATE WITH IT DEPARTMENT FOR OUTLET AND CABLE COLOR.
11. EXISTING WALL OUTLETS TO REMAIN.
12. EXISTING DATA RACK SHALL REMAIN. TERMINATE NEW CAT 6 CABLE TO EXISTING PATCH PANEL.
COORDINATE WITH OWNER IT DEPARTMENT BEFORE INSTALLATION. PROVIDE AND MEET ALL
REQUIREMENTS AS REQUIRED BY BUILDING IT DEPARTMENT.
13. FURNISH AND INSTALL NEW CARD READER WITH NEW CONDUIT AND WIRES TO EXISTING SECURITY
SYSTEM. FURNISH AND INSTALL NEW POWER WIRING FROM NOTED PANEL BOARD. FURNISH AND INSTALL
CONDUIT AND WIRES FROM TURNSTILE DOORS TO DOOR RELEASE BUTTON AS SHOWN IN KEYNOTE #6.
PROVIDE COMPLETE WIRING AS REQUIRED BY MANUFACTURER.
14. RELOCATE (3) EXISTING POWER CONDUITS AS REQUIRED TO ACCOMMODATE NEW DUCT ROUTING ABOVE
CEILING.
KEYED ELECTRICAL NOTES #
SCALE:
2 POWER 1/8"=1'-0" NEW WORK - EAST LOBBY
SCALE:
1 POWER 1/8"=1'-0" NEW WORK - WEST LOBBY
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
E2.01
EL. = 7'-4" A.F.F.
BOTT. SOFFIT
2200
PEDESTRIAN
TERRACE
4 4
1. FURNISH AND INSTALL NEW PENDANT MOUNTED DAYLIGHT SENSOR FOR BRIDGE LIGHTING HARVESTING
SYSTEM. THE DAYLIGHT SENSOR MOUNTING HEIGHT ELEVATION SHALL BE THE SAME AS THE BOTTOM OF
THE LIGHT FIXTURES. FURNISH AND INSTALL CONTROL WIRING IN CONDUIT TO EXISTING LUTRON
SYSTEM. PROVIDE ADDITIONAL MODULES AS REQUIRED. PROVIDE COMPLETE PROGRAMMING AS
REQUIRED.
2. USE EXISTING LIGHTING CIRCUITS AS SHOWN FROM EXISTING PANELBOARD R-2LRN1.
3. USE EXISTING EMERGENCY CIRCUIT, SEE KEYNOTE #5, DRAWING NO. ED1.02
4. EXISTING EXIT SIGN SHALL REMAIN.
KEYED ELECTRICAL NOTES #
SCALE:
# LIGHTING NO SCALE NEW WORK - PEDESTRIAN BRIDGE
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
E1.02
F2
F2
AREA OF SCOPE
1 F2
1
F2
1 F2
1
F2
F3 1
1 F3
1 F3
EM
2117
MEN'S
2102
COMPUTER
CLASSROOM
2101
LOBBY
2100
VEST
2105
CHECK-IN
COUNTER 2109
LAN/ IT
2116
ELEC/
MECH
2118
CHASE
2114
ELEV
MACH
EL. = 10'-0" A.F.F.
BOTT. CEILING
2159
ELEV
EL. = 10'-0" A.F.F.
BOTT. CEILING
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
4'-0"
2'-11" 7'-0"
R = 140' - 6 1/4"
1'-11"
EL. = 8'-8" A.F.F.
BOTT. CEILING
SEE NOTE
7 ABOVE
CEILING
2'-2"
2'-11"
1'-0"
BOTT. PENDANT
EL. = 8'-6" A.F.F.
EL. = 9'-6" A.F.F.
BOTT. SOFFIT
1'-3"
1'-3"
2'-0"
5'-10" 5'-10"
3'-2"
6'-0"
2'-9"
EL. = 8'-6" A.F.F.
BOTT. SOFFIT
1'-0"
1 1
1
1
1
1
4
1
F1
F1
F1
F1
F1
F1
F1
F1
AREA OF SCOPE
EM
1. FURNISH AND INSTALL NEW LIGHT FIXTURE AS DESIGNATED ON SCHEDULE. EXTEND EXISTING LIGHTING
BRANCH CIRCUITS. FURNISH AND INSTALL NEW CONDUIT AND WIRES FROM EXISTING LOBBY LIGHTING
BRANCH CIRCUIT.
2. INSTALL USED LIGHT FIXTURE PREVIOUSLY REMOVED FROM DEMO PLAN DRAWING NO. ED1.01. FURNISH
AND INSTALL NEW CONDUIT AND WIRES FROM EXISTING LOBBY LIGHTING BRANCH CIRCUIT.
3. RELOCATE (2) LIGHT FIXTURES FROM ADJACENT GRID LOCATIONS. EXTEND EXISTING LIGHTING BRANCH
CIRCUIT.
4. FURNISH AND INSTALL NEW LIGHT FIXTURE AS DESIGNATED ON SCHEDULE. EXTEND EXISTING
EMERGENCY LIGHTING BRANCH CIRCUIT FROM NEARBY EMERGENCY LIGHT FIXTURE.
5. INSTALL (1) REUSED LIGHT FIXTURE PREVIOUSLY REMOVED FROM DEMO PLAN DRAWING ED1.01. FURNISH
AND INSTALL NEW CONDUIT AND WIRES FROM EXISTING LOBBY EMERGENCY LIGHT FIXTURE.
KEYED ELECTRICAL NOTES #
SCALE:
SCALE: 2 LIGHTING 1/8"=1'-0" NEW WORK - EAST LOBBY
1 LIGHTING 1/8"=1'-0" NEW WORK - WEST LOBBY
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
E1.01
2. DISCONNECT AND REMOVE CAMERAS. CAMERAS SHALL BE HANDED OVER TO OWNER. EXISTING CABLES
SHALL REMAIN.
3. DISCONNECT AND REMOVE ALL SMOKE DETECTORS, OCCUPANCY SENSORS AND SPEAKERS AND SAVE
FOR SALVAGE. EXISTING FIRE ALARM AND SPEAKER WIRES SHALL REMAIN.
4. EXISTING WIRE AND CONDUIT LEFT OVER FROM REMOVED DEVICES SHALL REMAIN.
5. DISCONNECT AND REMOVE ALL ABANDONED WIRE AND RACEWAY.
KEYED ELECTRICAL NOTES #
SCALE:
1 LIGHTING 1/8"=1'-0" DEMOLITION - PEDESTRIAN BRIDGE
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
5
5
5
5
5
4
4
4
4
1
1 1 1
1
3
3
3
3
3
3
3
3
J 8
3
3
9 9 9
10
2117
MEN'S
2102
COMPUTER
CLASSROOM
2101
LOBBY
2100
VEST
2105
CHECK-IN
COUNTER 2109
LAN/ IT
2116
ELEC/
MECH
2118
CHASE
2114
ELEV
MACH
EL. = 10'-0" A.F.F.
BOTT. CEILING
2159
ELEV
EL. = 10'-0" A.F.F.
BOTT. CEILING
BOTT. SOFFIT
EL. = 9'-8" A.F.F.
4'-0"
2'-11" 7'-0"
R = 140' - 6 1/4"
1'-11"
EL. = 8'-8" A.F.F.
BOTT. CEILING
SEE NOTE
7 ABOVE
CEILING
2'-2"
2'-11"
1'-0"
BOTT. PENDANT
EL. = 8'-6" A.F.F.
EL. = 9'-6" A.F.F.
BOTT. SOFFIT
1'-3"
1'-3"
2'-0"
5'-10" 5'-10"
2'-9" 6'-0" 3'-2"
EL. = 9'-4" A.F.F.
BOTT. SOFFIT
EL. = 8'-0" A.F.F.
BOTT. METAL SOFFIT
EL. = 8'-6" A.F.F.
BOTT. SOFFIT
1'-0"
2
AREAS OF SCOPE
1
1
1
1
1
1
1 1
6
6
6
7
1. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE. EXISTING LIGHTING BRANCH CIRCUIT TO REMAIN.
2. DISCONNECT AND REMOVE EXISTING CEILING MOUNTED OCCUPANCY SENSOR.
3. DISCONNECT AND REMOVE ALL LIGHTING AND ELECTRICAL DEVICES ASSOCIATED WITH EXISTING
FEATURE WALL.
4. DISCONNECT, REMOVE AND RELOCATE ALL ELECTRICAL AND CARD READERS FROM EXISTING
TURNSTILES.
5. DISCONNECT AND REMOVE ALL RECEPTACLES, DATA PORTS, GATE RELEASE BUTTONS AND ANY OTHER
ELECTRICAL DEVICES FROM EXISTING WEST LOBBY CHECK-IN COUNTER.
6. DISCONNECT AND REMOVE ALL RECEPTACLES, DATA PORTS, AND ANY OTHER ELECTRICAL DEVICES FROM
EXISTING EAST LOBBY CHECK-IN COUNTER. EXISTING POWER BRANCH CIRCUITS TO REMAIN.
7. DISCONNECT AND REMOVE EXISTING DUPLEX RECEPTACLE WITH CONDUIT AND WIRES COMPLETELY.
8. DISCONNECT POWER FROM EXISTING CUH. EXISTING BRANCH CIRCUIT SHALL REMAIN.
9. REMOVE AND RE-INSTALL LIGHTING AS REQUIRED TO ACCOMMODATE NEW DUCT ROUTING.
10. DISCONNECT AND REMOVE ALL CEILING DEVICES(SPEAKER, OCCUPANCY SENSOR, ETC.) FOR
RE-INSTALLATION INTO NEW CEILING. COORDINATE LOCATIONS WITH ARCHITECT.
KEYED ELECTRICAL NOTES #
SCALE:
SCALE: 2 LIGHTING 1/8"=1'-0" DEMOLITION - EAST LOBBY
1 LIGHTING 1/8"=1'-0" DEMOLITION - WEST LOBBY
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
9. THIS CONTRACTOR SHALL ESTABLISH SAFE WORKING PROCEDURES FOR THE PROTECTION OF
THE WORKMEN IN ALL PHASES OF WORK, COMPLYING WITH THE APPLICABLE PROVISIONS OF ALL
CITY, STATE AND FEDERAL SAFETY LAWS (OSHA). THIS SHALL INCLUDE "LOCK-OUT/TAG-OUT" AND
REQUIRED GROUNDING. WORK UNDER THIS CONTRACT SHALL NOT BE DONE ON ENERGIZED
CIRCUITS.
10. ALL WIRE AND CABLE SHALL BE COPPER, 600 VOLT INSULATION WITH "TYPES" AS FOLLOWS:
a. "THHN"-FEEDER AND BRANCH CIRCUIT WIRING ABOVE FINISHED FLOORS AND AREAS NOT
SUBJECT TO MOISTURE.
b. "THWN"-FEEDER AND BRANCH CIRCUIT WIRING UNDER THE FINISHED SLAB OR
"XHHW"-AREAS SUBJECT TO MOISTURE, AND VFD DRIVE "T" LEADS.
c. "XHHW"-UNDERGROUND FEEDER AND BRANCH CIRCUIT WIRING. (ONLY).
d. MINIMUM BRANCH WIRE SIZE SHALL BE SIZE #12 AWG STANDARD COPPER (WITH THE
EXCEPTION OF CONTROL WIRING AND FIXTURE WHIPS MAY BE SIZE #14 AWG).
11. ALL CONDUIT UNLESS NOTED SHALL BE TYPE "EMT" WITH STEEL GLAND OR COMPRESSION
COUPLINGS AND CONNECTORS ONLY. ALL CONDUIT UNLESS NOTED SHALL BE SUPPORTED ON
UNISTRUT OR KINDORF CHANNEL WITH TWO PIECE CONDUIT STRAPS. CONDUIT MOUNTED ON
EQUIPMENT FRAMES MAY BE MOUNTED WITH "MINNIE" TYPE CONDUIT STRAPS. ONE HOLE
STRAPS ARE NOT ALLOWED. ALL CONDUIT IN OUTDOOR EXPOSED AREAS SHALL BE TYPE "IMC"
WITH SEALTITE FINAL CONNECTIONS. SPRING TYPE (CADDY OR EQUAL) SHALL NOT BE ALLOWED.
USE OF "ONE-HOLE" STRAPS SHALL NOT BE ALLOWED.
12. CONDUIT AND EMT FITTINGS SHALL BE MADE OF STEEL OR MALLEABLE IRON. DIE- CAST FITTINGS
OF POT METAL WILL NOT BE ACCEPTABLE. SET-SCREW OR INDENTER TYPE FITTINGS SHALL NOT
BE USED.
13. THIS CONTRACTOR SHALL INSTALL SIZE OF CONDUIT CALLED FOR ON DRAWINGS AND AS
SCHEDULED ABOVE AND SHALL NOT REDUCE SIZE OF CONDUITS TO SUIT WIRE FILL CAPACITY.
MINIMUM SIZE OF CONDUIT SHALL BE 1/2" UNLESS OTHERWISE NOTED. THIS CONTRACTOR SHALL
LEAVE A WIRE PULLING LINE IN ALL CONDUITS WHICH ARE NOT FILLED TO CAPACITY. THE E.C.
SHALL VERIFY ALL CONDUIT SIZE PRIOR TO INSTALLATION. NOTIFY THE ENGINEER IMMEDIATELY
OF ANY CONFLICT.
14. WIREWAY OR TROUGH ARE PERMITTED AS REQUIRED PER THE ELECTRICAL DRAWINGS FOR A
SPECIFIC USE. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PROPERLY SIZED
JUNCTION OR PULL BOXES AS MAY BE REQUIRED.
15. THIS CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE FULL
YEAR AFTER FINAL ACCEPTANCE BY THE OWNER.
16. THIS CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE ENGINEER BEFORE FINAL
PAYMENT WILL BE ISSUED. THE AS-BUILD DRAWINGS SHALL DIAGRAMMATICALLY INDICATE THE
INSTALLED CONDITION, CIRCUIT NUMBERS, AND LOCATION OF THE DEVICES FOR ALL WORK.
THESE DRAWINGS SHALL BE CONSIDERED CONTRACT RECORD DOCUMENTS AND SHALL
ACCURATELY REFLECT THE ACTUAL INSTALLATION OF THE ELECTRICAL COMPONENTS AND
CONDUITS.
17. FINAL CONNECTION TO MOVABLE DEVICES, OR DEVICES THAT MAY TRANSMIT VIBRATION SHALL
BE CONNECTED WITH FLEXIBLE METALLIC CONDUIT (GREENFIELD) OR LIQUID-TIGHT FLEXIBLE
CONDUIT. (MOTORS, TRANSFORMERS, DUCT MOUNTED DEVICES, ETC.)
18. ALL CONDUITS SHALL BE RIGIDLY SUPPORTED BY MEANS OF APPROVED CONDUIT HANGERS OR
CLAMPS FIRMLY ANCHORED IN PLACE AND SPACED AT INTERVALS NOT TO EXCEED 7'-0". ALL
EXPOSED CONDUIT SHALL BE RACKED AND PARALLEL OR PERPENDICULAR TO WALLS AND
6758&785$/0(0%(56:,7+ r%(1'6:+(5(5(48,5('38//$1'-81&7,21%2;(66+$//
BE HELD TO A MINIMUM. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL RODS,
ANGLES, RAILS, STRUTS, BRACE PLATES, PLATFORMS, ETC.. REQUIRED FOR SUSPENSION OR
SUPPORT OF CONDUIT AND EQUIPMENT AND ALL STRAPS, CLAMPS, THREADED RODS,
TURNBUCKLES, ANCHORS, ETC., AND MISCELLANEOUS SPECIALTIES FOR THE ATTACHMENT OF
HANGERS AND SUPPORTS TO THE STRUCTURE. ALL CONDUIT FASTENERS, STRAPS, SUPPORTS
AND ETC., MUST BE "BOLT-ON" GALVANIZED STEEL ON EXPOSED CONSTRUCTION. SINGLE
CONDUIT SUPPORTS SHALL BE MINNERALIC OR EQUAL. SPRING TYPE CLAMPS ARE NOT
ALLOWED.
19. LIGHT FIXTURES SHALL BE CHAIN OR ROD SUPPORTED FROM THE STRUCTURE.
20. ENDS OF ALL METALLIC CONDUITS SHALL BE EQUIPPED WITH INSULATED GROUNDING BUSHINGS.
ENDS OF ALL CONDUITS SHALL BE TEMPORARILY CAPPED PRIOR TO INSTALLATION AND DURING
CONSTRUCTION TO EXCLUDE FOREIGN MATERIAL. UPON THE COMPLETION OF CONSTRUCTION
THE OPEN END OF CONDUITS OR SLEEVES SHALL BE SEALED WATERTIGHT.
21. THE DRAWINGS MAY NOT SHOW COMPLETE OR ACCURATE DETAILS OF THE EXISTING FACILITY
IN EVERY RESPECT. EXACT LOCATIONS AND RELATIONS ARE TO BE DETERMINED IN THE FIELD
AND SHALL BE TO THE SATISFACTION OF THE OWNER. THIS CONTRACTOR SHALL VERIFY AND BE
RESPONSIBLE FOR ALL FIELD MEASUREMENTS AND EXACT EQUIPMENT LOCATIONS.
22. ALL NON-ELECTRICAL WORK (IE. CORING, PAINTING, ETC.) SHALL BE PERFORMED BY A
COMPETENT MECHANIC SKILLED IN HIS PARTICULAR FIELD OR TRADE IN A NEAT AND
WORKMANSHIP-LIKE MANNER. THESE COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BASE
BID THOUGH WORK SHALL BE PERFORMED BY OTHERS.
23. ACCESS TO WORK AREAS, INCLUDING WORK SCHEDULED THEREIN, MUST HAVE PRIOR
APPROVAL OF THE OWNER. ALL WORK AREAS WILL BE KEPT CLEAN BY THIS CONTRACTOR WITH
THOROUGH CLEAN UP AT END OF EACH DAY'S WORK. ALL EXISTING ELECTRIC SERVICE
EQUIPMENT IS TO REMAIN OPERATIONAL DURING THE CONSTRUCTION PERIOD. ANY TEMPORARY
WIRING OR REROUTING OF CIRCUITRY TO ACHIEVE THIS IS BY THE ELECTRICAL CONTRACTOR.
ANY SHUTDOWN OF SYSTEMS, OR POWER DOWN SHALL BE SCHEDULED AND APPROVED IN
WRITING BY THE BUILDING OWNER.
24. PROVIDE NECESSARY START-UP AND INSTRUCTION FOR ALL EQUIPMENT AND SYSTEMS TO
OWNERSHIPS DESIGNATED EMPLOYEES. ALSO SUBMIT OPERATING INSTRUCTIONS,
MAINTENANCE SCHEDULES AND PART LISTS FOR ALL EQUIPMENT AND SYSTEMS TO OWNERSHIP
TO ENABLE MAINTENANCE/SUPERVISORY PERSONNEL TO INSTALL, REPAIR AND MAINTAIN THE
EQUIPMENT PROPERLY.
25. UPON COMPLETION OF THE DENOTED WORK, THE ELECTRICAL ENGINEER WILL PERFORM A
PUNCH LIST IN ORDER TO VERIFY COMPLIANCE TO ALL PLANS, DETAILS AND SPECIFICATIONS. A
WRITTEN REPORT WILL BE PREPARED BY THE ENGINEER AND ISSUED TO THE OWNER
DESCRIBING ALL DISCREPANCIES. THE OWNER WILL ISSUE THIS REPORT TO THE ELECTRICAL
CONTRACTOR FOR HIS IMMEDIATE CORRECTION. UPON COMPLETION OF ALL PUNCH LIST ITEMS,
THE ELECTRICAL CONTRACTOR WILL NOTIFY THE OWNER WHO WILL THEN CONTACT THE
ENGINEER FOR A FINAL WALK-THROUGH.
26. MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED AND/OR LABELED BY U.L., OR CITY
APPROVED TESTING LAB.
27. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER IN WRITING OF ANY EXISTING
MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE IN VIOLATION OF LAWS,
ORDINANCES RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
28. THE CONTRACTOR SHALL INCLUDE IN HIS BID ELECTRICAL UNIT PRICES (U.P.) TO PROVIDE
ADDITIONAL DEVICES INCLUDING CONDUIT AND WIRE AS SCHEDULED. PROVIDE A UNIT PRICE
FOR QUANTITY ADJUSTMENT OF EACH DEVICE. THE U.P. SHALL INCLUDE ALL GENERAL
CONDITIONS ASSOCIATED COSTS TO INSTALL DEVICES WITHIN CEILING SYSTEMS INSTALLED.
29. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED,
CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH
THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS.
30. THE CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS, WHICH ARE REQUIRED FOR
THEIR APPROVAL.
31. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBER, CUTS,
DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND
REVIEW THE EQUIPMENT. PARTIAL SUBMITTALS WILL NOT BE REVIEWED.
32. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH
FLEXIBLE STEEL CONDUIT, 3/8 INCH MINIMUM.
33. E.C SHALL PROVIDE ADDITIONAL EXIT AND EMERGENCY LIGHT FIXTURES AS MAY REQUIRED BY
THE ELECTRICAL INSPECTOR AT NO COST TO OWNER.
34. THE CONTRACTOR SHALL VERIFY THE CEILING CONSTRUCTION TYPE BEFORE ORDERING
LIGHTING FIXTURES WITH ARCHITECTURAL DETAILS TO CONFIRM PROPER MOUNTING.
35. EACH LIGHT, RECEPTACLE OR OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH A
GALVANIZED OR SHERARDIZED PRESSED STEEL OUTLET BOX OF THE KNOCKOUT TYPE, OR NOT
LESS THAN NO. 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED WITH LOCK NUTS AND
BUSHINGS AND ALL UNUSED KNOCKOUTS MUST BE LEFT SEALED. THERE MUST BE SUFFICIENT
ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED.
BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED.
36. IN SUSPENDED CEILINGS, SUPPORT CONDUIT AND JUNCTION BOXES DIRECT FROM THE
STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE, LIGHTING BRANCH
CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLICE UNLESS
THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE AND APPROVAL
GRANTED BY ARCHITECT.
37. WHERE FLOOR FITTINGS REQUIRE PENETRATION OF THE FLOOR SLAB, THERE SHALL BE A
STANDARD DEVICE LISTED BY UL FOR THE PURPOSE AND HAVE A UL FIRE RATING EQUAL TO THE
FLOOR RATING. ALL CORE SIZES AND LOCATIONS SHALL BE SUBMITTED TO ARCHITECT FOR
APPROVAL AND SUBMISSION TO STRUCTURAL ENGINEER PRIOR TO CORING.
38. NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN ONLY, ACTUAL
FIELD CONDITIONS WILL AFFECT CIRCUITING. INDICATE THE ACTUAL CIRCUIT NUMBER INSTALLED
ON THE "AS-BUILT" DRAWINGS.
39. ALL CONDUIT RACEWAYS AND BOXES FOR ALL SYSTEMS SHALL BE INSTALLED WHERE REQUIRED,
TIGHT-UP TO BOTTOM OF STRUCTURAL BEAMS AND SUPPORTED FROM CONCENTRATE FLOOR
DECK ABOVE.
40. ALL CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER TOP OF ALL NEW DUCTWORK PIPING,
CONDUITS, PULL BOXES, ETC. WITH PROVISION FOR ALL NECESSARY ACCESSIBLE PULL BOXES
AND CONDUIT BENDS NOT TO EXCEED CODE REQUIREMENTS FOR NUMBER OF BENDS.
41. CONDUIT RUNS OR PULL BOXES SHALL NOT BLOCK OR PREVENT FULL COMPLETE ACCESS
AND/OR OPERATION OF HVAC EQUIPMENT, ACCESS DOORS, PIPING VALVES, JUNCTION BOXES,
MAIN RETURN AIR DUCTS, PULL BOXES, CLEAN OUTS, ETC.
42. ALL BUILDING STANDARD EQUIPMENT, DEVICES AND MATERIALS SHALL BE EQUAL TO OR
GREATER IN QUALITY WITH APPROVED BUILDING STANDARD MATERIALS, AND BE SUBJECT TO
APPROVAL BY ENGINEER.
43. VERIFY CODE CLEARANCES FOR ALL NEW ELECTRICAL WORK BEFORE PROCEEDING WITH
CONSTRUCTION. COORDINATE USAGE OF AVAILABLE SPACE WITH ALL TRADES. IN THE EVENT OF
CONFLICTS, NOTIFY THE ENGINEER BEFORE PROCEEDING WITH THE WORK.
44. PROVIDE PERMANENT IDENTIFICATION MARKINGS AND NAMEPLATES FOR WIRING AND EACH ITEM
OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, WITH THE SAME
DESCRIPTIONS AS SHOWN ON THE DRAWINGS, OR AS DIRECTED, CLEARLY AND NEATLY APPLIED.
45. PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN PANEL AND PROVIDE PANEL
IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THE INSIDE OF THE DOOR,
DIRECTLY ABOVE THE CENTERLINE OF DIRECTORY FRAME, OR ON VERTICAL AND HORIZONTAL
CENTERLINE OF DOORS WITHOUT DIRECTORY FRAMES.
46. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL NON-ACCESSIBLE SYSTEM DEVICES, PULL
BOXES AND EQUIPMENT, ETC. TO ACCESSIBLE CEILING AREAS. E.C. SHALL INCLUDE ALL
COMPLETE COSTS FOR RELOCATION AND VERIFY SUCH CONDITIONS WITH ARCHITECTURAL
CEILING PLANS PRIOR TO FINAL BID.
47. ALL LIGHT FIXTURES SHOWN ON DRAWINGS TO BE WIRED TO 20 AMP CIRCUIT BREAKERS UNLESS
OTHERWISE NOTED. PROVIDE LIGHT FIXTURE INTERNAL FUSING OR IN-LINE FUSE IN THE
JUNCTION BOX.
48. ALL COMMUNICATION CABLING INSTALLED IN PLENUM AIR SPACES SHALL BE IN CONDUIT,
WITHOUT ANY EXCEPTIONS.
49. FOR EXACT LOCATION OF LIGHTING FIXTURES, AND ELEVATION REFER TO ARCHITECTURAL
REFLECTED CEILING PLAN OR COORDINATED WITH ARCHITECT.
50. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT
LOCATION OF HVAC EQUIPMENT TO BE WIRED.
51. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER FOR EXACT LOCATION
OF LIGHT SWITCHES.
52. UPON COMPLETION OF THE WORK, THIS CONTRACTOR SHALL REVIEW AND CHECK THE ENTIRE
PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES, REMOVE SURPLUS MATERIALS AND
RUBBISH FROM THE OWNER'S PROPERTY, LEAVING THE WORK IN A NEAT AND CLEAN ORDER
AND IN COMPLETE WORKING CONDITION. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR
REMOVAL OF ANY SPOILS, DEBRIS, ETC., FOR EQUIPMENT INSTALLED BY THIS CONTRACTOR OR
FURNISHED BY SUBCONTRACTOR'S.
53. THE OWNERS TENANTS DESERVE THE HIGHEST RESPECT AND THE EC EMPLOYEES AND AND
SUBCONTRACTOR'S SHALL AT ALL TIME CONDUCT THEMSELVES IN A PROFESSIONAL MANNER.
FOUL LANGUAGE AND HORSEPLAY WILL NOT BE TOLERATED.
54. THE EC SHALL REVIEW AND BE FAMILIAR WITH THE MECHANICAL DRAWINGS AND SCHEDULES
FOR FINAL EQUIPMENT SELECTION. THE EC SHALL VERIFY HORSEPOWER, VOLTAGE, AND
SPECIAL MOUNTING BEFORE SUBMITTING HIS BID. ANY SPECIAL CONDITIONS OR CONFLICTS
MUST BE INDICATED IN WRITING TO THE ENGINEER PRIOR TO OR AT THE TIME OF BID.
55. COORDINATE ALL HVAC DEMOLITION WITH MECHANICAL CONTRACTOR FOR REMOVE EXISTING
ELECTRICAL POWER. MECHANICAL CONTRACTOR SHALL NOT START DEMOLITION UNTIL ALL
ELECTRICAL POWER HAS BEEN SAFELY DISCONNECTED FROM EQUIPMENT TO BE DEMOLISHED.
56. BEFORE STARTING ANY DEMOLITION ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL
CONNECTION.THE MECHANICAL CONTRACTOR SHALL MEET WITH THE ELECTRICAL CONTRACTOR
TO IDENTIFY ALL SUCH EQUIPMENT. THE ELECTRICAL CONTRACTOR WILL DISCONNECT THE
POWER TO EACH UNIT, REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES, AND STARTERS
UNDER HIS CONTRACT. MECHANICAL CONTRACTOR WILL REMOVE ALL EQUIPMENT, ELECTRICAL
TEMPERATURE CONTROL AND WIRING UNDER HIS CONTRACT.
57. THE ELECTRICAL CONTRACTOR SHALL USE ONLY TRAINED AND AUTHORIZED PROFESSIONAL
ELECTRICAL CRAFT PERSONS. THE E.C. SHALL FURNISH ANY PERSONNEL SAFETY EQUIPMENT,
LADDERS, MAN-LIFTS, AND POWERED HAND TOOLS THAT MAY BE REQUIRED. ALL POWERED
TOOLS SHALL BE IN GOOD CONDITION WITH ALL GROUND CONDUCTOR IN PROPER OPERATION.
58. ELECTRICAL CONTRACTOR SHALL PROVIDE U.L. LISTED FIRE STOPPING IN WALL, FLOOR, OR
CEILING WHEN PENETRATED. MAINTAIN EXISTING FIRE RESISTANCE RATING.
59. ELECTRICAL CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF EQUIPMENT PRODUCT DATA FOR
ENGINEERING REVIEW PRIOR TO ORDERING EQUIPMENT.
60. ANY SURFACE RACEWAY USED ON A FINISHED SURFACE MUST BE METALLIC RACEWAY,
WIREMOLD OR EQUAL. IF RACEWAY USED FOR POWER AND DATA, THEN MUST BE DUAL CHANNEL
WITH PARTITION. SUBMIT FOR APPROVAL BY ARCHITECT AND ENGINEER PRIOR TO INSTALLATION.
61. REMOVE ALL UNUSED AND ABANDONED WIRING, INCLUDING LOW VOLTAGE, COMPLETELY BACK
TO SOURCE UNLESS OTHERWISE NOTED.
62. ALL FIRE ALARM CABLE RUN IN FREE AIR SHALL BE LISTED FOR FREE AIR RUNS AND RED IN
COLOR. WHEN CONDUIT AND BOXES ARE INSTALLED, THEY SHALL ALSO BE RED IN COLOR.
GENERAL NOTES GENERAL NOTES (CONTINUED) GENERAL NOTES (CONTINUED)
1. WIRE DEVICES SHALL BE AS FOLLOWS OR EQUAL.
1.a. DUPLEX RECEPTACLE - LEVITON # BR20.
1.b. GFCI RECEPTACLE - LEVITON # X7899.
2. ALL OUTDOOR RECEPTACLES SHALL HAVE LOCKABLE COVERS AS MANUFACTURED BY TAYMAC
OR APPROVED EQUAL.
3. ALL DEVICES MOUNTED EXPOSED TO WEATHER SHALL BE MOUNTED IN CAST ALUMINUM OR HIGH
IMPACT ENCLOSURES THAT ARE NEMA RATED 3R OR 4.
4. ALL FUSED (FD) AND NON-FUSED (NF) DISCONNECTS SHALL BE SQUARE D COMPANY, 3-POLE
HEAVY DUTY TYPE ONLY.
AC ALTERNATING CURRENT
ACL ACROSS THE LINE
AFF ABOVE FINISHED FLOOR
AIC AMPERES INTERRUPTING CAPACITY
AL ALUMINUM
ALM ALARM
AMP AMPERE
ANN ANNUNCIATOR
ATS AUTOMATIC TRANSFER SWITCH
BAL BALLAST
BGB BUILDING GROUND BOX
BASC BUILDING AUTOMATION SYSTEM CONTRACTOR
C CONDUIT
CAB CABINET
CATV CABLE TELEVISION
C.B. CIRCUIT BREAKER
CCT CIRCUIT
CCTV CLOSED CIRCUIT TELEVISION
cd CANDELA
CECO COMMONWEALTH EDISON COMPANY
CLO CLOSET
COAX COAXIAL
CT CURRENT TRANSFORMER
CU COPPER
C.U. COEFFICIENT OF UTILIZATION
CUH CABINET UNIT HEATER
DC DIRECT CURRENT
DO DRAW OUT
DPDT DOUBLE POLE DOUBLE THROW
DPST DOUBLE POLE SINGLE THROW
DS DISCONNECT SWITCH
DT DUST TIGHT
ELEC ELECTRIC
EM EMERGENCY
EMT ELECTRIC METALLIC TUBING (THIN WALL CONDUIT)
EP EXPLOSION PROOF
EQ EQUIPMENT
ER EXISTING TO BE REMOVED
ERL EXISTING TO BE RELOCATED
EUH ELECTRIC UNIT HEATER
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WALL HEATER
EX EXISTING
F FUSE
FA FIRE ALARM
FB FLOOR BOX
FDC FIRE DEPARTMENT CONNECTION
FLUOR FLUORESCENT
FPB FAN POWERED BOX
F.S. FUSED SWITCH
FVNR FULL VOLTAGE NON-REVERSING
FVR FULL VOLTAGE REVERSING
GEN GENERATOR
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GHW GALVANIZED HEAVY WALL STEEL CONDUIT
GRD GROUND
HP HORSEPOWER
HV HIGH VOLTAGE
HZ HERTZ (CYCLES/SECOND)
INC INCANDESCENT
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
IMC INTERMEDIATE GRADE CONDUIT
JB JUNCTION BOX
KO KNOCKOUT
KVA KILOVOLT-AMPERE
KW KILOWATT
KWH KILOWATT-HOUR
LS LOUD SPEAKER
LTG LIGHTING
LV LOW VOLTAGE
MAG MAGNETIC
MAN MANUAL
MCA MINIMUM CIRCUIT AMPS
MCC MOTOR CONTROL CENTER
MFR MANUFACTURER
MH METAL HALIDE
MOCP MAXIMUM OVER CURRENT PROTECTION
MTD MOUNTED
MTR MOTOR
MV MERCURY VAPOR
NC NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEUT NEUTRAL
NIC NOT IN CONTRACT
NO NORMALLY OPENED
NTS NOT TO SCALE
OCP OVER CURRENT PROTECTION
PA PUBLIC ADDRESS
PB PULL BOX
PCU PACKAGED CONTROL UNIT
PH PHASE
PNL PANEL
PRI PRIMARY
PROT. PROTECTION OR PROTECTIVE
PT POTENTIAL TRANSFORMER
PWR POWER
R RESISTANCE
RECP RECEPTACLE
RC REMOTE CONTROL
RT RAIN TIGHT
RVNR REDUCED VOLTAGE NON-REVERSING
RVR REDUCED VOLTAGE REVERSING
S SWITCH
SC SHORT CIRCUIT
SEC SECONDARY
SP SINGLE POLE
SPC SINGLE POINT CONNECTION
SPDT SINGLE POLE DOUBLE THROW
SPEC SPECIFICATION
SPKR SPEAKER
SPST SINGLE POLE SINGLE THROW
SS STAINLESS STEEL
STA STATION
SWBD SWITCHBOARD
SWGR SWITCHGEAR
SYM SYMMETRICAL
SYS SYSTEM
T TRIP
TC TERMINAL CABINET
TEL TELEPHONE
TEL.CL. TELEPHONE CLOSET
TERM. TERMINAL
TL TWIST LOCK
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION
UH UNIT HEATER
UL UNDERWRITER'S LABORATORIES
UNG UNGROUNDED
UNO UNLESS NOTED OTHERWISE
V VOLT
VA VOLT-AMPERE
VFD VARIABLE FREQUENCY DRIVE
VP VAPOR PROOF
VT VAPOR TIGHT
W WATT
WG WIRE GUARD
WP WEATHERPROOF
WT WATER TIGHT
XFMR TRANSFORMER
ABBREVIATIONS
POWER SYMBOLS
DUPLEX RECEPTACLE
METAL RACEWAY MOUNTED DUPLEX RECEPTACLE
PANELBOARD
LIGHTING SYMBOLS
FIRE ALARM SYMBOLS
J JUNCTION BOX
J JUNCTION BOX WITH SWITCH
AUDIO-VISUAL DEVICE
EQUIPMENT NOTES
2 X 2 RECESSED LIGHT FIXTURE
OCCUPANCY SENSOR
WALL SCONCE
PENDENT EMERGENCY LIGHT FIXTURE
TELEPHONE OUTLET
CAMERA
LOW VOLTAGE SYMBOLS
DATA OUTLET
CARD READER
SPEAKER
SD SMOKE DETECTOR
MAGNETIC DOOR HOLD DEVICE
S
S
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
E0.01
PIPE FOR UNINSULATED LINES, OR OF THE THICKNESS OF THE INSULATION FOR INSULATED
SERVICES.
2. INSTALL SLEEVES THROUGH INTERIOR WALLS AND PARTITIONS FLUSH WITH FINISHED
SERVICES; SLEEVES THROUGH OUTSIDE WALLS ARE TO PROJECT 1/2" ON OUTSIDE OF THE
FINISHED WALL. FLOOR SLEEVES ARE TO PROJECT 2" ABOVE FINISHED FLOORS.
3. SET SLEEVES IN PLACE BEFORE POURING CONCRETE OR SECURELY FASTEN AND GROUT IN
WITH CEMENT.
4. SLEEVE CONSTRUCTION:
a. INTERIOR PARTITION: NO. 22 GAUGE GALVANIZED SHEET STEEL WITH SOLDERED JOINT.
b. INTERIOR MASONRY WALLS AND FLOORS: SCHEDULE 40 GALVANIZED STEEL PIPE.
5. INTERIOR WALLS: FILL THE SPACE BETWEEN THE OUTSIDE OF PIPE OR INSULATION AND THE
INSIDE OF THE SLEEVE OR FRAMED OPENING WITH FIBERGLASS.
6. EXTERIOR WALLS: PACK WITH OAKUM, SEAL WITH LEAD AND WATERTIGHT MASTIC OR
ASPHALT.
7. PROVIDE ESCUTCHEONS ON BOTH SIDES OF THE PENETRATION THROUGH THE STRUCTURE
FOR ALL PIPES EXPOSED TO VIEW PASSING THROUGH WALLS, FLOORS, CEILINGS, AND
PARTITIONS, WHETHER OR NOT INSULATED FOR PIPES PASSING THROUGH FLOORS,
ESCUTCHEONS SHALL FIT OVER THE SLEEVES.
8. FIRE STOPPING SHALL BE PROVIDED AT ALL OPENINGS TO INCLUDE THE ANNULAR SPACE
AROUND DUCTS, PIPING, CONDUITS, ETC. AND SHALL BE UL RATED MATERIALS AND METHODS
PER THE ARCHITECTURAL SPECIFICATIONS SECTIONS.
XI. DUCTWORK
A. GENERAL
1. IN GENERAL, THE COMPLETE SHEET METAL DUCTWORK SYSTEMS FURNISHED UNDER THIS
CONTRACT, SHALL BE CONSTRUCTED AND INSTALLED IN STRICT CONFORMANCE WITH THE
STANDARDS AS SET FORTH IN THE "DUCT MANUAL AND SHEET METAL CONSTRUCTION FOR
VENTILATING AND AIR-CONDITIONING SYSTEMS" AS PUBLISHED BY THE SHEET METAL AND AIR
CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA). ALL DUCTWORK SHALL
BE CONSTRUCTED OF GALVANIZED SHEETS OF MILD STEEL.
2. ACCESS DOORS SHALL BE PROVIDED WHERE INDICATED ON THE DRAWINGS AND DETAILS, OR
WHERE REQUIRED BY THE INSTALLATION, TO FACILITATE PROPER ACCESS, MAINTENANCE AND
INSPECTION OF THE SYSTEM. ALL DUCT ACCESS DOORS SHALL BE HINGED, GASKETED, AND
PROVIDED WITH SASH TYPE LOCKING DEVICES.
3. ELBOWS SHALL BE CONSTRUCTED WITH THE INSIDE RADIUS NOT LESS THEN 1/2 THE DUCT
WIDTH IN THE SAME PLANE. WHERE STANDARD RADIUS ELBOWS CANNOT BE INSTALLED DUE
TO SPACE CONSTRAINTS, SQUARE ELBOWS WITH DOUBLE THICKNESS TURNING VANES SHALL
BE INSTALLED. CROSS BRAKE OR BEAD SURFACES WIDER THAN 18" FOR RIGIDITY.
4. DUCTWORK PENETRATIONS THROUGH RATED SEPARATIONS SHALL MAINTAIN THE FIRE AND
SMOKE CONSTRUCTION OF THE WALL AND/OR FLOOR IN ACCORDANCE WITH LOCAL CODE
REQUIREMENTS. FURNISH AND INSTALL FIRE AND/OR SMOKE DAMPERS WHERE REQUIRED.
ACCESS DOORS SHALL BE PROVIDED AT ALL FIRE AND SMOKE DAMPERS.
5. ALL DUCT SIZES SHOWN ON PLANS SHALL BE INSIDE CLEAR DIMENSIONS.
6. UPON COMPLETION OF THE INSTALLATION OF DUCTWORK, CLEAN ENTIRE SYSTEM OF RUBBISH,
PLASTER, DIRT, ETC.
7. PROTECT DUCTWORK FROM THE ELEMENTS AND FOREIGN MATERIAL, AND COMPLY WITH
INTERMEDIATE DUCT CLEANLINESS LEVEL IN ACCORDANCE WITH SMACNA'S "DUCT
CLEANLINESS FOR NEW CONSTRUCTION GUIDELINES"
B. DUCTWORK MATERIAL
1. NON-COMBUSTIBLE OR CONFORMING TO REQUIREMENTS FOR CLASS 1 AIR DUCT MATERIALS
OR UL 181
2. STEEL DUCTS SHALL MEET ASTM A525 OR ASTM A527 GALVANIZED STEEL SHEET,
LOCK-FORMING QUALITY, HAVING ZING COATING OF 12.5 OZ. PER SQUARE FOOT, FOR EACH
SIDE IN CONFORMANCE WITH ASTM A90.
3. METAL GAUGES FOR USE IN DUCTWORK SHALL CONFORM TO THE FOLLOWING MAXIMUM DUCT
SIZE METAL GAUGE (U.S. STD.):
a. 0" THROUGH 29" 24 GA
b. 30" THROUGH 54" 22 GA
c. 55" THROUGH 84" 20 GA
d. 85" AND OVER 18 GA
4. NEW DUCTWORK SHALL BE CONSTRUCTED TO THE FOLLOWING PRESSURE CLASS SCHEDULE:
a. SUPPLY DUCTS: +3 INCH WG
b. SUPPLY DUCTS DOWNSTREAM OF VAV BOXES: +2 INCH WG
c. SUPPLY DUCTS FOR FCU'S: +1 INCH WG
d. SUPPLY DUCTS FOR VRF UNITS: +1 INCH WG
e. RETURN DUCTS UPSTREAM OF RETURN FANS: -2 INCH WG
f. RETURN DUCTS DOWNSTREAM OF RETURN FANS: +2 INCH WG
g. RETURN DUCTS FOR FCU'S: -1 INCH WG
h. RETURN DUCTS FOR VRF UNITS: -1 INCH WG
i. EXHAUST DUCTS UPSTREAM OF EXHAUST FANS: -2 INCH WG
j. EXHAUST DUCTS DOWNSTREAM OF EXHAUST FANS: +2 INCH WG
k. OUTDOOR AIR INTAKE DUCTS: -2 INCH WG
5. FABRICATE AND SUPPORT IN ACCORDANCE WITH SMACNA MEDIUM PRESSURE DUCT
CONSTRUCTION STANDARDS AND ASHRAE HANDBOOKS, EXCEPT AS INDICATED. PROVIDE
DUCT MATERIAL, GAUGES, REINFORCING, AND SEALING FOR OPERATING PRESSURES
INDICATED.
6. TRANSFORM DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES DIVERGENCE AND 30
DEGREES CONVERGENCE.
7. PROVIDE STANDARD 45 DEGREE LATERAL WYE TAKEOFF UNLESS OTHERWISE INDICATED
WHERE 90 DEGREE CONICAL TEE CONNECTIONS MAY BE USED.
C. DUCTWORK SUPPORTS AND CONNECTIONS
1. DUCT SECTION CONNECTIONS AND INTERMEDIATE REINFORCING SHALL CONFORM TO THE
ABOVE-NOTED MANUAL.
2. SEAL DUCTS TO THE FOLLOWING SEAL CLASSES ACCORDING TO THE "HVAC DUCT
CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AS PUBLISHED BY SMACNA.
a. SUPPLY AIR DUCTS: SEAL CLASS B
b. RETURN AIR DUCTS: SEAL CLASS B
c. EXHAUST AIR DUCTS: SEAL CLASS C
d. OUTDOOR AIR DUCTS: SEAL CLASS C
3. ALL JOINT, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK, SHALL
BE SECURELY FASTENED AND SEALED, MEET SMACNA SEAL CLASS A WITH WELDS, GASKETS,
MASTICS (ADHESIVES), OR MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS. MASTICS USED TO SEAL
DUCTWORK SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. DUCT
CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND
MECHANICALLY FASTENED. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY METAL
DUCTS.
4. THIS CONTRACTOR SHALL INSTALL FLEXIBLE DUCT CONNECTIONS BETWEEN EACH PIECE OF
EQUIPMENT HAVING A FAN, AND ITS SUPPLY, RETURN, AND EXHAUST DUCTWORK.
CONNECTIONS WHEN COMPLETED SHALL BE AIRTIGHT, AND SHALL BE INSTALLED IN AN
APPROVED MANNER. FLEXIBLE CONNECTIONS SHALL BE NEOPRENE MATERIAL, TO INSURE
AGAINST TRANSMISSION OF VIBRATION FROM THE FAN TO THE DUCTWORK.
D. DUCTWORK INSULATION
1. ALL SUPPLY, RETURN, AND OUTDOOR AIR DUCTWORK INSTALLED ABOVE CEILINGS, WITHIN
SHAFTS, AND WITHIN UNCONDITIONED SPACES SHALL BE PROVIDED WITH ONE OF THE
FOLLOWING SPECIFICATIONS:
a. R-6 MINERAL FIBER BLANKET INSULATION, 1-1/2 INCHES THICK, 0.75 LB/CU FT DENSITY
b. R-6 MINERAL FIBER BOARD, 1-1/2 INCHES THICK, 1.6 LB/CU FT DENSITY.
2. ALL SUPPLY, RETURN, AND OUTDOOR AIR DUCTWORK INSTALLED WITHIN MECHANICAL ROOMS
SHALL BE PROVIDED WITH THE FOLLOWING SPECIFICATIONS:
a. R-6 MINERAL FIBER BOARD, 1-1/2 INCHES THICK, 1.6 LB/CU FT DENSITY.
3. ALL SUPPLY AND RETURN DUCTWORK INSTALLED EXTERIOR TO THE BUILDING SHALL BE
PROVIDED WITH THE FOLLOWING SPECIFICATIONS:
a. R-8 MINERAL FIBER BOARD, 2 INCHES THICK, 2.0 LB/CU FT DENSITY.
b. BUILD UP INSULATION TO FROM 1/4 INCH PITCH ON TOP OF DUCTWORK.
c. SEAL EXTERIOR DUCT INSULATION WITH '3M VENTURE CLAD PLUS 1579 SERIES'
MULTI-LAYERED ALUMINUM LAMINATE, SELF ADHESIVE, JACKETING SYSTEM. PROVIDE WITH
EMBOSSED FINISH AND STANDARD COLOR SELECTED BY OWNER.
4. ALL INSULATION AND RELATED MATERIALS SHALL HAVE A FLAME-SPREAD INDEX OF 25 OR
LESS, AND A SMOKE DEVELOPED INDEX OF 50 OR LESS, AS DETERMINED BY TESTING
IDENTICAL PRODUCTS PER ASTM E 84, BY A TESTING AND INSPECTING AGENCY ACCEPTABLE
TO THE AUTHORITIES HAVING JURISDICTION. FACTORY LABEL PRODUCT WITH APPROPRIATE
MARKINGS OF APPLICABLE TESTING AND INSPECTING AGENCY.
5. USE DUCT LINER AS INDICATED ON THE DRAWINGS. DUCT LINER MATERIAL SHALL BE GLASS
FIBER WITH A MINIMUM TWO (2) POUND DENSITY THROUGHOUT THE FULL THICKNESS, NO
"LAMINATED" OR "DUAL DENSITY" DUCT LINER WILL BE ACCEPTED. DUCT LINER INSULATION
SHALL BE CERTAINTEED #200 "ULTRALITE" OR EQUIVALENT APPROVED MATERIAL OF
ARMSTRONG OR OWENS-CORNING.
6. ALL INTERIOR DUCT LINER SHALL BE INSTALLED WITH VINYL SPRAY COATING ON THE AIR
STREAM SIDE, AND SHALL BE ATTACHED TO THE SHEET METAL DUCTWORK WITH BOTH MASTIC
AND MECHANICAL FASTENERS TO PROVIDE ADHESION ALONG THE COMPLETE SURFACE.
INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. DUCT DIMENSIONS SHOWN ON DRAWINGS INDICATE INTERIOR AREA.
7. ALL DUCT WRAP SHALL BE INSTALLED WITH VAPOR BARRIER JACKET, KRAFT PAPER
REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED FILM. SECURE WITH
PRESSURE SENSITIVE TAPE.
8. SUBMIT ELECTRONIC COPIES OF THE MANUFACTURER'S SUBMITTALS FOR ALL INSULATION.
E. DUCTWORK ACCESSORIES
1. ALL SUPPLY, RETURN AND EXHAUST AIR REGISTERS, DIFFUSERS, TROFFERS, GRILLES, ETC.
SHALL BE OF MODELS INDICATED, OR APPROVED EQUIVALENT UNITS.
2. EACH SHEET METAL DUCT TEE AND BRANCH TAKE OFF FITTING SHALL BE EQUIPPED WITH A
LOCKING TYPE MANUAL VOLUME DAMPER SUITABLE FOR PROPER BALANCING. EACH SUPPLY,
RETURN AND EXHAUST AIR REGISTER, DIFFUSER, TROFFER, GRILLE, ETC. SHALL BE DIRECTLY
SERVED BY DUCTWORK WHICH INCLUDES A LOCKING TYPE MANUAL VOLUME DAMPER
SUITABLE FOR PROPER BALANCING. MANUAL VOLUME DAMPER SHALL BE "RUSKIN" OR
APPROVED EQUIVALENT WITH MINIMUM 20 GAUGE GALVANIZED STEEL BLADES AND FRAME
AND SYNTHETIC BEARINGS.
3. FLEXIBLE DUCTWORK SHALL BE INSULATED, MEET THE REQUIREMENTS OF UL 181 AND NFPA
90A, SHALL BE SUITABLE FOR DUCT STATIC PRESSURES OF A MINIMUM OF +1.0" W.C. LENGTHS
SHALL NOT EXCEED 5'-0".
4. PROVIDE FLEXIBLE AIR DUCTS FOR CONNECTIONS BETWEEN BRANCH LOW PRESSURE
DUCTWORK AND DIFFUSERS, GRILLES, AND REGISTERS. INSTALL WITH A GALVANIZED STEEL
STRAP, CADMIUM PLATED, AND FASTENED WITH A SLOTTED BOLT.
5. ACCEPTABLE FLEXIBLE DUCT MANUFACTURERS
x THERMAFLEX, FLEXMASTER
F. ACCESS DOORS
1. PROVIDE ACCESS PANELS IN ALL DUCTS ADJACENT TO AUTOMATIC DAMPERS, AT FIRE
DAMPERS, AT SMOKE DAMPERS, AND AT REHEAT COILS.
2. ACCESS PANELS IN DUCTWORK SHALL BE OF 22 GAUGE GALVANIZED SHEET METAL WITH
NEOPRENE GASKETS. PANELS IN INSULATED DUCTWORK, SHALL HAVE 1" THICK FIBERGLASS
INSULATION BETWEEN TWO THICKNESS OF SHEET METAL. THE AIRSIDE SHEET METAL ON
INSULATED PANELS SHALL BE WELDED OR MECHANICALLY LOCKED POSITION.
3. PANELS UP TO 15" SHALL BE PROVIDE WITH TWO CAM LATCHES, ONE ON EACH SIDE.
4.
5. PANEL OVER 15" SHALL BE PROVIDE WITH FOUR CAM LATCHES, TWO ON EACH SIDE.
6. ALL PANELS SHALL BE OF SUFFICIENT SIZE FOR EASY ACCESS TO AND THE SERVICING OF
DAMPERS, DAMPER MOTORS, COILS, ETC.
G. EXTERIOR DUCTWORK SYSTEM: ENDURADUCT
XVI. ELECTRICAL WORK
A. ALL LOW VOLTAGE AND LINE VOLTAGE ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL
CODES, ELECTRICAL DRAWINGS, AND SPECIFICATIONS HEREIN.
B. SEE ELECTRICAL SPECIFICATIONS AND DRAWINGS FOR ELECTRICAL WORK.
XVII. SYSTEM START-UP, TESTING, ADJUSTING AND BALANCING
A. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE
ENGINEER AND OWNER, THIS CONTRACTOR SHALL MAKE GENERAL OPERATING TESTS TO
DEMONSTRATE THAT ALL EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE
FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
B. PRIOR TO TESTING, ALL EQUIPMENT SHALL BE PROPERLY LUBRICATED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. ONE SET OF TOOLS NECESSARY FOR LUBRICATION SHALL BE
DELIVERED TO OWNER. AFTER PROPER LUBRICATING, ALL UNITS SHALL BE STARTED AND
SUCCESSFULLY OPERATED BY THE CONTRACTOR IN THE PRESENCE OF THE ARCHITECT AND/OR
ENGINEER.
C. EXCEPT FOR SMALL ELECTRICAL MOTORS WHICH UNDER NEMA STANDARDS ARE EQUIPPED WITH
LIFETIME LUBRICATION, ALL BEARINGS ON LARGE MOTORS AND MECHANICAL EQUIPMENT SHALL BE
EQUIPPED WITH LUBRICATOR FITTINGS EXTENDED TO THE EXTERIOR OF THE HOUSING
D. BEFORE OPERATING ANY ROTATING EQUIPMENT, THE ROTATION AND LUBRICATION SHALL BE
CHECKED AND THE PROPER QUANTITIES OF OIL AND GREASE SHALL BE ADDED AS REQUIRED FOR
CORRECT OPERATION. EACH PART OF THE SYSTEM SHALL BE ADJUSTED TO INSURE PROPER
FUNCTIONING OF ALL CONTROLS, PROPER AIR DISTRIBUTION, ELIMINATION OF DRAFTS, NOISE AND
VIBRATION, AND THE ENTIRE SYSTEM SHALL BE LEFT IN FIRST-CLASS OPERATING CONDITION.
E. THIS CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND PERSONNEL REQUIRED FOR THE
COMPLETE AND COMPREHENSIVE TESTING, ADJUSTING, AND BALANCING OF THE SYSTEMS
INSTALLED UNDER THIS CONTRACT AND TO THE EXTENT REQUIRED BY THE SEQUENCE OF
OPERATION. THE OWNER AND ENGINEER SHALL BE NOTIFIED WHEN THE TESTS ARE TO TAKE
PLACE, IN ORDER THAT HE OR HIS AUTHORIZED REPRESENTATIVE MAY BE IN ATTENDANCE IF
DEEMED NECESSARY.
F. THIS CONTRACTOR TO RETURN EXISTING HEATING/COOLING SYSTEM TO EXISTING OPERATING
CONDITION INCLUDING BUT NOT LIMITED TO THE REFILL AND PURGE OF ALL AIR AS PART OF
HEATING/COOLING SYSTEM START-UP.
G. A CERTIFIED TEST AND BALANCE CONTRACTOR (TABC) SHALL BE RESPONSIBLE FOR BALANCING
ALL NEW HEATING AND COOLING SYSTEMS TO THE EXTENT REQUIRED BY THESE DRAWINGS
HEREIN AND AS RELATED TO THE SPECIFIED WORK. SUCH BALANCING SHALL BE PERFORMED BY A
MEMBER OF THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), WHO SHALL SUBMIT AN
ELECTRONIC COPY OF THEIR NEBB CERTIFICATE PRIOR TO BALANCING AND THE BALANCING
REPORT TO THE ENGINEER FOR APPROVAL. ALL BALANCING WORK SHALL CONFORM TO NEBB
STANDARDS AND SHALL BE REPORTED ON NEBB STANDARD FORMS.
H. THE SCOPE OF WORK FOR THE TABC SHALL INCLUDE ALL FLOW AND PRESSURE MEASUREMENT
DEVICES, FANS, SUPPLY, RETURN, AND EXHAUST VOLUME DAMPERS ON MAINS AND BRANCH LINES,
TERMINAL UNITS, DIFFUSERS, PUMPS, ALL CIRCUIT SETTERS ON SUPPLY AND RETURN WATER
MAINS AND BRANCH LINES, COILS, AND HEAT EXCHANGERS INSTALLED AS PART OF THIS
CONTRACT.
I. THE BALANCING CONTRACTOR SHALL IDENTIFY EACH AIR AND WATER DEVICE BY LOCATION, TYPE
AND SIZE, AND SHALL TEST AND ADJUST EACH AIR AND WATER DEVICE TO WITHIN 10% OF DESIGN.
THE SCOPE OF WORK FOR THE TABC IS DESCRIBED IN THE FOLLOWING PARAGRAPHS.
J. THE TABC CONTRACTOR SHALL BE KEPT INFORMED DURING THE CONSTRUCTION OF THE PROJECT
OF ANY MAJOR CHANGES MADE TO THE HVAC SYSTEM. TABC CONTRACTOR SHALL BE PROVIDED
WITH ONE (1) SET OF SHOP DRAWINGS ON ALL EQUIPMENT WHICH THEY WILL BE REQUIRED TO
WORK ON WHEN BALANCING THE HVAC SYSTEM.
K. THE BALANCING CONTRACTOR SHALL COORDINATE WITH THE CONTROLS CONTRACTOR AS
REQUIRED TO DETERMINE CONTROL SETPOINTS AS REQUIRED FRO PROPER OPERATION OF THE
SYSTEM.
L. THE TABC CONTRACTOR SHALL BE REQUIRED TO WORK CLOSELY WITH THE MC, BASC, AND
ENGINEER IN ORDER TO ENSURE A PROPER INSTALLATION.
M. THIS CONTRACTOR SHALL PROVIDE COMPETENT PERSONNEL, TO INSTRUCT THE OWNER OR HIS
REPRESENTATIVE, IN THE PROPER OPERATION OF THE SYSTEMS INSTALLED UNDER THIS
CONTRACT, FOR ONE FULL DAY DURING THE HEATING SEASON AND ONE FULL DAY DURING THE
COOLING SEASON, AS APPLICABLE.
N. THIS CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR FUNCTIONAL TESTING OF EQUIPMENT
AND CONTROLS INSTALLED AS PART OF THIS PROJECT. THIS CONTRACTOR SHALL CORRECT
DEFICIENCIES FOUND DURING FUNCTIONAL TESTING TO THE ACCEPTANCE OF THE ENGINEER.
O. THE FINAL TEST RESULTS SHALL BE TABULATED AND FOUR (4) CERTIFIED COPIES SHALL BE
SUBMITTED TO THE ENGINEER FOR REVIEW. TWO (2) CERTIFIED COPIES SHALL BE SUBMITTED TO
THE BUILDING OWNER'S REPRESENTATIVE NO LATER THAN THIRTY (30) DAYS AFTER TENANT
MOVE-IN. ALL EQUIPMENT SHOWN IN BALANCING REPORT SHALL HAVE AN EQUIPMENT ID TAG
WHICH SHALL CORRESPOND TO TAG SHOWN ON MECHANICAL AS-BUILT DRAWINGS.
P. SPECIAL NOTES FOR CONTROLS COORDINATION:
1. CRITICAL DIFFERENTIAL PRESSURE SETPOINTS SHALL BE DETERMINED FOR EACH DPT AS
SHOWN IN THE MECHANICAL DRAWINGS. AS INDICATED IN THE SEQUENCE OF OPERATION, AND
IN COORDINATION WITH THE SUCCESSFUL BUILDING AUTOMATION CONTRACTOR (BASC). THE
SETPOINT SHALL BE DETERMINED USING THE PRESSURE DROP AND FLOW REQUIREMENTS OF
EACH SITUATION.
XVIII. AUTOMATIC TEMPERATURE CONTROL SYSTEM
A. THE BUILDING AUTOMATED SYSTEMS CONTRACTOR SHALL BE CERTIFIED TO WORK ON AUTOMATED
LOGIC CONTROL SYSTEMS.
B. THE EXISTING AUTOMATED LOGIC BUILDING AUTOMATION SYSTEM CONTROLS SHALL BE EXTENDED
FOR ALL NEW EQUIPMENT INSTALLED. THIS INCLUDES CONTROL OF THE NEW VAV BOXES AND
REAHEAT COILS, NEW THERMOSTATS, NEW ENERGY RECOVERY UNIT, NEW HEAT PUMP AND
CASSETTES AND EXISTING BASEBOARD CONTROL VALVES IN THE BRIDGE. ALL GRAPHICS AND
ALARMS SHALL BE SHOWN AND ANNUNCIATED THROUGH THE BAS.
C. EXISTING MECHANICAL EQUIPMENT DEMOLISHED DURING THIS PROJECT SHALL BE REMOVED FROM
THE EXISTING BUILDING AUTOMATION SYSTEM.
D. THE BUILDING AUTOMATION SYSTEM CONTRACTOR (BASC) SHALL COORDINATE WITH THE
ENGINEER FOR FUNCTIONAL TESTING OF ALL NEW MECHANICAL SYSTEMS INSTALLED AS PART OF
THIS PROJECT.
E. THE BASC SHALL IMPLEMENT CONTROLS OF NEW MECHANICAL EQUIPMENT AS FOLLOWS:
1. ERV-1:
a. SHALL MAINTAIN CONSTANT SPECIFIED OUTSIDE AIRFLOW (500 CFM) AND EXHAUST
AIRFLOW (700 CFM) DURING OCCUPIED TIMES DETERMINED BY THE BUILDING OWNER.
ABILITY TO ADJUST SET POINTS AND SCHEDULES THROUGH FRONT END.
2. CU-B1:
a. OUTDOOR CONDENSING UNIT TO RUN CONTINUOUSLY. EQUIPMENT OCCUPANCY
SCHEDULE DETERMINED BY BUILDING OWNER AND ENGINEER. ADJUSTABLE THROUGH
BAS.
3. C-B1 - B4:
a. CASSETTE FLOW
4. TB-R14 & TB-R15:
a. SHALL HAVE USER ADJUSTABLE OCCUPIED AND UNOCCUPIED HEATING AND COOLING.
OCCUPANCY SCHEDULES THAT SHALL BE COORDINATED BY THE BUILDING OWNER AND
ENGINEER.
b. INITIAL SETPOINTS ARE AS FOLLOWS:
x 2&&+($7,1*6(732,17 r) $'-
x 2&&&22/,1*6(732,17 r $'-
x 812&&+($7,1*6(732,17 r) $'-
x 812&&&22/,1*6(732,17 r) $'-
c. VAV BOX DAMPER WILL CONTROL TO MAINTAIN THE ACTIVE AIRFLOW SETPOINT
DETERMINED BY THE HIGHEST BETWEEN ACTIVE COOLING/HEATING AIRFLOW
SETPOINTS.
5. CUH-R11 & CUH-R12:
SETPOINTS.
5. CUH-R11 & CUH-R12:
a. CABINET UNIT HEATERS SHALL HAVE USER ADJUSTABLE OCCUPIED AND UNOCCUPIED
HEATING. SCHEDULES TO BE COORDINATED WITH BUILDING OWNER AND ENGINEER.
b. DURING OCCUPIED HOURS, HEATERS SHALL ACT AS A SOURCE OF SUPPLEMENTARY
HEAT.
c. FRONT END - ADJUSTABLE AIRFLOW SETPOINT
6. BRIDGE BASEBOARD:
c. BASC TO TIE EXISTING BASEBOARD HEATING INTO BAS. BASEBOARD HEATING TO TAKE
PRECEDENCE OVER OUTDOOR CONDENSING UNIT DURING HEATING SEASON.
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M5.02
UNPROTECTED AREAS, ALL EQUIPMENT AND MATERIAL SHALL BE KEPT OFF THE GROUND BY
MEANS OF PALLETS OR RACKS, AND COVERED WITH TARPAULINS. EQUIPMENT AND MATERIAL, IF
LEFT OUT IN THE OPEN AND DAMAGED, SHALL BE REPAINTED OR OTHERWISE REFURBISHED AT THE
DISCRETION OF THE BUILDING OWNER'S REPRESENTATIVE. EQUIPMENT AND MATERIAL IS SUBJECT
TO REJECTION AND REPLACEMENT IF, IN THE OPINION OF THE ENGINEER OR MANUFACTURER, THE
EQUIPMENT HAS DETERIORATED OR BEEN DAMAGED TO THE EXTENT THAT ITS IMMEDIATE USE IS
QUESTIONABLE, OR THAT ITS NORMAL LIFE EXPECTANCY HAS BEEN CURTAILED.
K. PROVIDE ALL HOLES, SLEEVES, CUTTING, PATCHING, AND CAULKING FOR INSTALLATION OF THIS
WORK. CAULKING SHALL CONFORM TO THE FIRE RATING OF THE WALLS. SEAL ALL PENETRATIONS
THROUGH BLOCK WALLS.
L. ALL ROOFING WORK SHALL BE BY BUILDING APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF
WARRANTY. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ROOFING
CONTRACTOR TO ENSURE WEATHER TIGHT CONSTRUCTION AND TIMELY COMPLETION OF ALL
WORK
M. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CHECK THE ENTIRE WORK AREA, AND
SHALL CLEAN CONSTRUCTION DUST AND DEBRIS OFF ALL SURFACES, EQUIPMENT AND DEVICES.
THIS CONTRACTOR SHALL REMOVE SURPLUS AND DEMOLISHED MATERIALS AND RUBBISH FROM
THE PROPERTY AND LEAVE THE WORK AREA IN A NEAT AND CLEAN CONDITION. CONTRACTORS
SHALL BE RESPONSIBLE FOR THE REMOVAL OF ANY CARTONS, PACKING MATERIALS DEBRIS, AND
SO ON, THAT HAVE BEEN BROUGHT TO THE SITE UNDER THIS CONTRACT. THIS REQUIREMENT
APPLIES BOTH TO DEBRIS FROM EQUIPMENT AND WORK PROVIDED BY THIS CONTRACTOR AND TO
DEBRIS ASSOCIATED WITH EQUIPMENT FURNISHED BY THE OWNER FOR INSTALLATION UNDER THIS
CONTRACT.
N. EXISTING SYSTEMS TO BE SHUT DOWN A MINIMUM AMOUNT OF TIME. SHUTDOWN TO BE
COORDINATED ON THE JOB SITE.
O. THIS CONTRACTOR SHALL BE PROPERLY LICENSED, BONDED AND INSURED AND CAPABLE OF
PERFORMING QUALITY WORKMANSHIP ON THIS PROJECT.
P. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND
SAFETY TO THE PUBLIC AND TO PROPERTY, BOTH PRIVATE AND PUBLIC.
Q. REFER TO MECHANICAL COVER PAGE FOR ADDITIONAL GENERAL AND DEMOLITION NOTES.
II. SHOP DRAWINGS, SUBMITTALS, AND AS-BUILTS
A. SHOP DRAWINGS, PRODUCT DATA, AND/OR SAMPLES SHALL BE SUBMITTED FOR ALL EQUIPMENT AS
SPECIFIED OR SCHEDULED. SHOP DRAWING PLANS SHALL BE 1/4" SCALE AND SHALL INDICATE
LAYOUT OF ALL EQUIPMENT, DUCTS, DIFFUSERS, BOXES, PIPING, THERMOSTATS, AND ANY OTHER
RELATED MECHANICAL ITEMS. SHOP DRAWING PLANS SHALL INCLUDE ALL DUCT AND PIPE SIZES,
CFM, ETC.
B. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF CONDUIT OR PIPING CAN BE
RUN TO BETTER ADVANTAGE, THIS CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL
SHOP DRAWINGS SHOWING SUCH CHANGES BEFORE PROCEEDING WITH THE WORK
C. THE CONTRACTOR SHALL, UPON BEING AWARDED THE CONTRACT, SUBMIT ELECTRONIC COPIES OF
THE MANUFACTURER'S SUBMITTALS FOR ALL EQUIPMENT AND ACCESSORIES TO BE FURNISHED
UNDER THIS CONTRACT. THE CONTRACTOR SHALL PROCEED WITH THE PROCUREMENT AND
INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SUBMITTALS RELATIVE TO EACH
ITEM.
D. THE CONTRACTOR SHALL FURNISH AS-BUILT DRAWINGS TO THE ENGINEER & OWNER BEFORE
FINAL PAYMENT WILL BE ISSUED. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE
FORM, AND AS AN ELECTRONIC FILE ON DISK (AUTOCAD 2004 OR LATER), AND AS THREE BLUELINE
COPIES.
E. THIS CONTRACTOR SHALL, DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A
COMPLETE BROCHURE OF ALL EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. THIS
BROCHURE SHALL INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, PARTS LISTS,
SUBMITTALS AND DESCRIPTIVE LITERATURE, ALL AS FURNISHED BY THE EQUIPMENT
MANUFACTURER. CONTRACTOR SHALL FURNISH OWNER WITH THREE INSTRUCTION MANUALS IN
BOUND FORM CONTAINING THIS DATA FOR ALL EQUIPMENT AND APPARATUS. MANUALS SHALL BE
EDITED TO BE PRODUCT SPECIFIC FOR PRODUCTS ACTUALLY INSTALLED ON THE PROJECT.
III. REGULATIONS AND CODES
A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH ALL GOVERNING
NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION.
B. AT THE TIME OF PRODUCTION FOR THESE DESIGN DRAWINGS, THE CURRENT CODES FOR [INSERT
CITY NAME] WERE AS FOLLOWS:
x BUILDING CODE: ASHRAE 90.1-2007 WITH AMMENDMENTS
x ACCESSIBILITY: INDIANA ACCESSIBILITY CODE
x LIFE SAFETY: IN LIFE SAFETY CODE (LSC)
x FIRE PREVENTION: 2014 INDIANA FIRE CODE
x FUEL GAS: 2014 INDIANA FUEL GAS CODE
x MECHANICAL: 2014 INDIANA MECHANICAL CODE
x ELECTRICAL: 2009 INDIANA ELECTRICAL CODE
x ENERGY: 2010 INDIANA ENERGY CONSERVATION CODE
x PLUMBING 2012 INDIANA PLUMBING CODE
C. FOLLOW ALL LOCAL AMENDMENTS TO CODES LISTED ABOVE.
D. ALL EQUIPMENT FURNISHED, AND ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN
STRICT COMPLIANCE WITH CURRENT APPLICABLE STANDARDS AS SET FORTH BY THE NATIONAL
FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), THE AMERICAN GAS
ASSOCIATION (AGA), THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), THE AMERICAN
SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE), SHEET
METAL AND AIR-CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA), AND
OTHER NATIONAL STANDARDS WHERE APPLICABLE.
E. ALL AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS
PRIOR TO COMMENCEMENT OF WORK
III. REGULATIONS AND CODES
A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN CONFORMANCE WITH ALL GOVERNING
NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION.
B. AT THE TIME OF PRODUCTION FOR THESE DESIGN DRAWINGS, THE CURRENT CODES FOR [INSERT
CITY NAME] WERE AS FOLLOWS:
x BUILDING CODE: ASHRAE 90.1-2007 WITH AMMENDMENTS
x ACCESSIBILITY: INDIANA ACCESSIBILITY CODE
x LIFE SAFETY: IN LIFE SAFETY CODE (LSC)
x FIRE PREVENTION: 2014 INDIANA FIRE CODE
x FUEL GAS: 2014 INDIANA FUEL GAS CODE
x MECHANICAL: 2014 INDIANA MECHANICAL CODE
x ELECTRICAL: 2009 INDIANA ELECTRICAL CODE
x ENERGY: 2010 INDIANA ENERGY CONSERVATION CODE
x PLUMBING 2012 INDIANA PLUMBING CODE
C. FOLLOW ALL LOCAL AMENDMENTS TO CODES LISTED ABOVE.
D. ALL EQUIPMENT FURNISHED, AND ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN
STRICT COMPLIANCE WITH CURRENT APPLICABLE STANDARDS AS SET FORTH BY THE NATIONAL
FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), THE AMERICAN GAS
ASSOCIATION (AGA), THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), THE AMERICAN
SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS (ASHRAE), SHEET
METAL AND AIR-CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA), AND
OTHER NATIONAL STANDARDS WHERE APPLICABLE.
E. ALL AUTHORITIES HAVING JURISDICTION SHALL BE NOTIFIED AT LEAST THREE WORKING DAYS
PRIOR TO COMMENCEMENT OF WORK
IV. MATERIALS AND EQUIPMENT
A. ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE STATED
HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE,
AND FREE FROM DEFECTS.
B. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION.
C. THIS CONTRACTOR IS REQUIRED TO BID AS SPECIFIED. NO MATERIAL OR EQUIPMENT
SUBSTITUTIONS WILL BE CONSIDERED AFTER THE AWARD OF CONTRACT. THIS CONTRACTOR
SHALL, IF HE DESIRES TO SUBSTITUTE OTHER THAN SPECIFIED MATERIAL OR EQUIPMENT, SUBMIT
IN ALTERNATE PROPOSAL FORM WITH HIS BID, A LIST OF SUCH ITEMS INDICATING ITEM,
MANUFACTURER, MODEL NUMBER AND THAT AMOUNT TO BE ADDED TO OR DEDUCTED FROM THE
BASE BID. EACH SUCH MATERIAL OR EQUIPMENT SUBSTITUTION ITEM SHALL BE LISTED
SEPARATELY IN ORDER THAT PROPER CONSIDERATION MAY BE GIVEN. IN ANY EVENT, SPECIFIED
MATERIALS ONLY SHALL BE PROPOSED UNDER THE BASE BID.
D. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THE PURCHASE, DELIVERY,
RECEIVING, UNLOADING, UNCRATING, STORING, SETTING IN PLACE AND PROTECTING OF ALL NEW
EQUIPMENT FURNISHED BY HIM OR TO HIM BY THE OWNER, AND SHALL SECURE SUCH EQUIPMENT
FROM DAMAGE BY VANDALISM AND WEATHER DURING CONSTRUCTION AND UNTIL TIME OF FINAL
ACCEPTANCE BY THE OWNER.
E. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL MEMBERS, SLEEVES AND
SHIMS REQUIRED TO LEVEL AND SUPPORT EQUIPMENT AND EQUIPMENT SUPPORTS.
F. ALL EQUIPMENT NOISE LEVELS SHALL NOT EXCEED 55 DB AT THE LOT LINE.
G. ALL EQUIPMENT PROVIDED UNDER THESE SPECIFICATIONS SHALL PERFORM WITH THE LEAST
POSSIBLE NOISE AND VIBRATION CONSISTENT WITH ITS DUTY. QUIETNESS OF OPERATION OF ALL
EQUIPMENT IS A REQUIREMENT. ANY EQUIPMENT, AS DETERMINED BY THE BUILDING OWNER'S
REPRESENTATIVE OR ENGINEER TO BE PRODUCING OBJECTIONABLE NOISE OR TRANSMITTING
NOISE OR VIBRATION TO THE BUILDING SHALL BE REPAIRED OR REMOVED AND REPLACED.
H. MECHANICAL CONTRACTOR SHALL VERIFY VOLTAGES FOR ALL EQUIPMENT PRIOR TO ORDERING.
I. FURNISH AND INSTALL IDENTIFICATION LABELS ON ALL EQUIPMENT INSTALLED AS PART OF THIS
PROJECT. IDENTIFICATION LABELS SHALL BE FASTENED TO EQUIPMENT CLEARLY VISIBLE. LABELS
SHALL BE ENGRAVED WITH THE EQUIPMENT TAGS, MANUFACTURER'S NAME, ADDRESS, MODEL
NUMBER, AND RATING. COORDINATE WITH ELECTRICAL PANEL LABELING.
J. CODE RATINGS, LABELS, OR OTHER DATA WHICH ARE DIE-STAMPED OR OTHERWISE AFFIXED TO
THE SURFACE OF THE EQUIPMENT SHALL BE IN A VISIBLE LOCATION.
K. REPLACE FILTERS ON ALL EQUIPMENT (WITHIN SCOPE) HAVING THEM AT PROJECT COMPLETION
PRIOR TO TURNOVER.
V. EXISTING BUILDING MODIFICATIONS
A. THIS CONTRACTOR SHALL NOT REMOVE OR RELOCATE ANY EXISTING ITEMS OF OWNER'S
EQUIPMENT, FOUND TO BE IN THE PATH OF NEW SYSTEMS TO BE INSTALLED, WITHOUT PRIOR
APPROVAL BY THE OWNER, EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS. IF EXISTING
EQUIPMENT IS FOUND TO BE IN THE WAY OF PROPOSED PIPE ROUTING, ETC., THE OWNER'S
REPRESENTATIVE SHOULD BE ADVISED, AND HE SHALL MAKE THE DECISION AS TO WHETHER OR
NOT THE SPECIFIC ITEM IS TO BE REMOVED AND RETAINED, REMOVED AND DISPOSED OF, OR
REMOVED AND RELOCATED.
B. ALL CUTTING, DRILLING AND PATCHING REQUIRED FOR THE INSTALLATION OF SYSTEMS HEREIN
DESCRIBED, SHALL BE PROVIDED BY THIS CONTRACTOR. STRUCTURAL MEMBERS SHALL NOT BE
DISTURBED WITHOUT PRIOR APPROVAL OF THE ENGINEER. ALL AREAS DISTURBED BY WORK
PERFORMED UNDER THIS CONTRACT SHALL BE NEATLY REPAIRED AND REFINISHED TO THE
CONDITION OF ADJOINING SURFACES IN A MANNER SUITABLE TO THE ENGINEER. ROOF AND
EXTERIOR WALLS TO REMAIN WEATHER TIGHT. MAINTAIN REQUIRED FIRE RATING OF ALL WALL,
ROOF, AND FLOOR ASSEMBLIES INCLUDING REPAIRS AS MAY BE REQUIRED TO FIRE PROOFING ON
STRUCTURAL MEMBERS.
VI. SCOPE AND GUARANTEE
A. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE INSTALLATION OF THE
HEATING, VENTILATING, AIR CONDITIONING, CONTROL, AND ELECTRICAL SYSTEMS AND
COMPONENTS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.
B. BY SIGNING THE CONTRACT, THIS CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE
AND ACQUAINTED HIMSELF WITH THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED,
AND HE AGREES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF ALL PERTINENT
DOCUMENTS IN THE PERFORMANCE OF THE WORK.
C. THIS CONTRACTOR SHALL GUARANTEE THAT THE COMPLETE SYSTEMS AS INSTALLED UNDER THIS
CONTRACT SHALL BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE
(1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A
GUARANTEE OF FREE CIRCULATION OF AIR AND WATER THROUGH-OUT THEIR RESPECTIVE
SYSTEMS, WITHOUT LEAKS, BLOCKAGES, OR UNDUE NOISE. IF DEFECTS OCCUR DURING THE ONE
YEAR GUARANTEE PERIOD, THIS CONTRACTOR SHALL REPAIR OR REPLACE WITH NEW EQUIPMENT,
SUCH DEFECTS, AT NO EXPENSE TO THE OWNER AND TO THE SATISFACTION OF THE ENGINEER.
D. THIS CONTRACTOR SHALL INCLUDE ANNUAL, SEMI-ANNUAL, AND QUARTERLY PREVENTATIVE
MAINTENANCE FOR ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT FOR A PERIOD OF ONE (1)
YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE ALL
MAINTENANCE AS RECOMMENDED BY THE MANUFACTURER ON THEIR OPERATION AND
MAINTENANCE MANUALS OR MAINTENANCE CHECKLISTS.
VII. PIPING
A. GENERAL
1. COMPLY WITH PROVISIONS OF ASME B31 SERIES "CODE FOR PRESSURE PIPING."
2. SEQUENCE, COORDINATE, AND INTEGRATE INSTALLATIONS OF MECHANICAL MATERIALS AND
EQUIPMENT FOR EFFICIENT FLOW OF THE WORK. COORDINATE INSTALLATION OF LARGE
EQUIPMENT WITH RELATED TRADES.
3. SYSTEM COMPONENTS WHICH REQUIRE OBSERVATION, OPERATION, OR MAINTENANCE; SUCH
AS VALVES, GAUGES, CONTROLS, STRAINERS, DIRT POCKETS, CLEANOUTS, UNIONS, AND
FLANGES, ETC. SHALL BE LOCATED WHENEVER POSSIBLE AS TO BE READILY ACCESSIBLE.
THEY SHALL NOT BE CONCEALED IN CHASES OR ABOVE CEILINGS WITHOUT PROVISION FOR
ACCESS. VALVES WHICH REQUIRE FREQUENT OPERATION, OR WHICH MAY REQUIRE
EMERGENCY OPERATION, AND WHICH ARE NOT ACCESSIBLE FROM NORMAL WORKING LEVEL,
SHALL BE INSTALLED WITH APPROPRIATE PROVISIONS SUCH AS CHAIN WHEELS OR EXTENSION
STERNS.
4. INSTALL DRAIN PIPING AT A SLOPE DOWNWARDS TOWARDS DRAIN VALVE LOCATIONS LOCATED
WITHIN BUILDING TO PERMIT COMPLETE SYSTEM DRAINING IF NECESSARY.
5. ALL PIPE SHALL BE CUT TO EXACT MEASURE. FULL LENGTHS OF PIPE SHALL BE USED. SHORT
LENGTHS OF PIPE WITH COUPLINGS WILL NOT BE ACCEPTED.
6. INSTALL COMPONENTS HAVING PRESSURE RATING EQUAL TO OR GREATER THAN SYSTEM
OPERATING PRESSURE.
7. INSTALL INTERIOR AND EXTERIOR PIPING AT RIGHT ANGLES OR PARALLEL TO BUILDING WALLS.
DIAGONAL RUNS ARE PROHIBITED, EXCEPT WHERE INDICATED.
8. INSTALL PIPING TO ALLOW APPLICATION OF INSULATION PLUS 1-INCH CLEARANCE AROUND
INSULATION.
B. PRESSURE TESTING
1. SUBJECT ALL NEW HYDRONIC PIPING TO HYDROSTATIC PRESSURE TESTS THAT IS NOT LESS
THAN 50 PSIG AND 1.5 TIMES THE SYSTEM'S WORKING PRESSURE FOR A MINIMUM OF 4 HOURS
OR AS SPECIFICALLY INDICATED. TEST PRESSURE SHALL NOT EXCEED MAXIMUM PRESSURE
FOR ANY VESSEL, PUMP, VALVE, OR OTHER COMPONENT IN SYSTEM UNDER TEST. SUBMIT
REPORT TO ENGINEER INDICATING TEST DATE, TEST PRESSURE, AND DURATION, AS WELL AS
CERTIFICATION OF SUCCESSFUL TEST.
2. SUBJECT ALL NEW REFRIGERANT PIPING (SUCTION AND LIQUID) IN ACCORDANCE TO ASHRAE
STANDARDS FOR APPLICABLE REFRIGERANT BEING UTILIZED.
3. WHEN TESTING INDICATED MATERIALS OR WORKMANSHIP IS DEFICIENT, REPLACE OR REPAIR
AS REQUIRED, AND REPEAT TEST UNTIL STANDARDS ARE ACHIEVED.
4. PIPING SHALL NOT BE BACKFILLED OR INSULATED UNTIL PRESSURE TESTED.
C. HYDRONIC CONDITIONING PIPING ABOVE GRADE
1. ALL NEW CHILLED WATER, CONDENSER WATER, DUAL TEMPERATURE, GLYCOL WATER,
HEATING HYDRONIC WATER, AND HYDRONIC CONDITIONING PIPING SHALL BE IN ACCORDANCE
WITH THE FOLLOWING SPECIFICATIONS:
2. FOR 2" AND SMALLER SIZES, ALL NEW HYDRONIC CONDITIONING PIPING SHALL BE SCHEDULE
40 BLACK STEEL PIPE WITH 150 LB. MALLEABLE IRON SCREWED FITTINGS OR TYPE L COPPER
WITH BRAZED JOINTS
3. FOR 2-1/2" AND LARGER SIZES, ALL NEW HYDRONIC WATER PIPING SHALL BE SCHEDULE 40
BLACK STEEL PIPE WITH WELDED PIPE AND FITTINGS.
4. MECHANICAL FITTINGS WILL NOT BE ALLOWED. MECHANICAL FITTINGS MAY BE BID AS AN
ALTERNATE WHERE EXPOSED AND ACCESSIBLE IN MECHANICAL ROOMS.
5. PIPE AND FITTINGS SHALL BE SUITABLE FOR 150 PSI WORKING PRESSURE AND SHALL MEET
RELEVANT ASTM STANDARDS.
D. COOLING CONDENSATE DRAIN PIPING
1. ALL NEW COOLING CONDENSATE DRAIN PIPING SHALL BE TYPE 'M' HARD COPPER TUBING WITH
SOLDERED JOINTS. PITCH TOWARDS DRAIN 1
8" :1.
E. STEAM PIPING
1. FOR 2" AND SMALLER SIZES, NEW STEAM PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE
WITH 125 LB. CAST IRON SCREWED FITTINGS.
2. FOR 2-1/2" AND LARGER SIZES, NEW STEAM PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE
WITH WELDED PIPE AND FITTINGS.
F. STEAM CONDENSATE RETURN PIPING
1. FOR 2" AND SMALLER SIZES, NEW CONDENSATE RETURN PIPING SHALL BE SCHEDULE 80 BLACK
STEEL PIPE WITH 125 LB CAST IRON SCREWED FITTINGS.
2. FOR 2-1/2" AND LARGER SIZES, NEW CONDENSATE RETURN PIPING SHALL BE SCHEDULE 80
BLACK STEEL PIPE WITH WELDED PIPE AND FITTINGS
G. BOILER FEED WATER PIPING
1. FOR 2" AND SMALLER SIZES, NEW BOILER FEED WATER PIPING SHALL BE SCHEDULE 80 BLACK
STEEL PIPE WITH 125 LB CAST IRON SCREWED FITTINGS.
2. FOR 2-1/2" AND LARGER SIZES, NEW BOILER FEED WATER PIPING SHALL BE SCHEDULE 80
BLACK STEEL PIPE WITH WELDED PIPE AND FITTINGS
H. REFRIGERANT PIPING
1. PIPING: COPPER TUBING TO 7/8 INCH OD: ANSI/ASTM 280, TYPE K, ANNEALED
2. FITTINGS: ASME B16.22 WROUGHT COPPER / ASME B16.26 CAST COPPER
3. JOINTS: FLARED
4. JOINTS: BRAZE, AWS A5.8 BCUP SILVER/PHOSPORUS/COPPER ALLOY WITH MELTING RANGE
72r)
5. UNIONS, FLANGES, AND COUPLING (2 INCHES AND SMALLER)
a. FERROUS PIING: 150 PSIG MALLEABLE IRON, THREADED
b. COPPER PIPE: BRONZE, SOLDERED JOINTS.
6. MOISTURE AND LIQUID INDICATORS: SINGLE PORT TYPE, UL LISTED, WITH COPPER OR BRASS
BODY, FLARED OR SOLDER ENDS, SIGHT GLASS, COLOR CODED PAPER MOISTURE INDICATOR
WITH REMOVABLE ELEMENT CARTRIDGE AND PLASTIC CAP; FOR MAXIMUM WORKING
PRESSURE OF 500 PSIG AND MAXIMUM TEMPERATURE OF 200 DEGREES F.
7. VALVES: UL LISTED, GLOBE OR ANGLE PATTERN, FORGED BRASS BODY AND BONNET,
PHSOPHOR BRONZE AND STAINLESS STEEL DIAPHRAGMS, RISING STEM AND HANDWHEEL.
STAINLESS STEEL SPRING, NYLON SEAT DISC, SOLDER OR FLARED ENDS, WITH POSITIVE
BACKSEATING, FOR MAXIMUM WORKING PRESSURE OF 500 PSIG AND MAXIMUM TEMPERATURE
OF 275 DEGREES F.
8. PACKED ANGLE VALVES: FORGED, BRASS, OR NICKEL PLATED FORGED STEEL, FORGED BRASS
SEAL CAPS WITH COPPER GASKET, RISING STEM, AND SEAT WITH BACKSEATING, MOLDED
STEM PACKING, SOLDER OR FLARED ENDS, FOR MAXIMUM WORKING PRESSURE OF 500 PSIG
AND MAXIMUM TEMPERATURE OF 275 DEGREES F.
9. SERVICE VALVES: FORGED BRASS BODY WITH COPPER STUBS, BRASS CAPS, REMOVABLE
VALVE CORE, INTEGRAL BALL CHECK VALVE, FLARED OR SOLDER ENDS, FOR MAXIMUM
WORKING PRESSURE OF 500 PSIG.
10. FILTER DRIERS: REPLACEABLE CARTRIDGE ANGLE TYPE, SHELL: ARI 710, UL LISTED, BRASS,
REMOVABLE CAP, FOR MAXIMUM WORKING PRESSURE OF 350 PSIG.
11. SOLENOID VALVES: AIR 760, PILOT OPERATED, COPPER OR BRASS BODY AND INTERNAL PARTS,
SYNTHETIC SEAT, STAINLESS STEEL STEM AND PLUNGER ASSEMBLY, WITH FLARED SOLDER,
OR THREADED ENDS, FOR MAXIMUM WORKING PRESSURE OF 500 PSIG. STEM SHALL PERMIT
MANUAL OPERATION IN CASE OF COIL FAILURE.
12. COIL ASSEMBLY: UL LISTED, REPLACEABLE WITH MOLDED ELECTROMAGNETIC COIL, MOISTURE
AND FUNGUS PROOF, WITH SURGE PROTECTOR AND COLOR CODED LEAD WIRES, INTEGRAL
JUNCTION BOX.
13. VERTICAL SUPPORTS: STEEL RISER CLAMP.
I. REFRIGERANT RELIEF PIPING
14. RELIEF PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH WELDED JOINTS OR TYPE L COPPER
WITH BRAZED JOINTS.
15. INSTALL WITH PITCH TOWARDS SAFETY RELIEF DEVICE.
16. RELIEF PIPING SIZE, INSTALLATION, AND TERMINATION SHALL BE IN ACCORDANCE WITH
ASHRAE 15.
17. FOR RELIEF PIPING CONNECTED TO A COMMON HEADER, INSTALL A DIFFUSER AT THE HEADER
TERMINATION TO MIX REFRIGERANT WITH AIR. PROTECT TERMINATION FRO WEATHER WITH
RAIN CAP OR OTHER MEANS.
J. HYDRONIC PIPING INSULATION
1. FURNISH AND INSTALL ALL NEW PIPING (LISTED BELOW) WITH FIBERGLASS MOLDED PIPE
INSULATION APPLIED WITH AN ALL-SERVICE VAPOR BARRIER JACKET, STAPLED, AND THE
SEAMS, JOINTS, AND STAPLES PAINTED WITH VAPOR PROOF MASTIC.
2. ALL DAMAGED INSULATION (RESULTING FROM IMPLEMENTATION OF THIS PROJECT) ON
EXISTING PIPING TO REMAIN SHALL BE REPAIRED. PROVIDE INSULATION ON EXISTING PIPING
AS INDICATED IN THE MECHANICAL DOCUMENTS.
3. MINIMUM INSULATION THICKNESSES SHALL BE IN ACCORDANCE WITH THE FOLLOWING
SCHEDULE:
a. DOMESTIC COLD WATER PIPING: 1/2"
b. DOMESTIC HOT WATER PIPING (1.25 NPS AND SMALLER): 1"
c. DOMESTIC HOT WATER PIPING (1.5 NPS AND LARGER): 1-1/2"
d. HEATING HOT WATER PIPING (1.25 NPS AND SMALLER): 1-1/2"
e. HEATING HOT WATER PIPING (1.5 NPS AND LARGER): 2"
f. CHILLED WATER PIPING (1.5 NPS AND SMALLER): 1"
g. CHILLED WATER PIPING (2 NPS AND LARGER): 1-1/2"
h. HOT / CHILLED (DUAL TEMPERATURE) WATER PIPING (1.5 NPS AND SMALLER): 1"
i. HOT / CHILLED (DUAL TEMPERATURE) WATER PIPING (2 NPS AND LARGER): 1-1/2"
j. STEAM PIPING (1.5 NPS AND SMALLER): 2-1/2"
k. STEAM PIPING (2 NPS AND LARGER): 3"
l. CONDENSATE RETURN PIPING (1.25 NPS AND SMALLER): 1-1/2"
m. CONDENSATE RETURN PIPING (1.5 NPS AND LARGER): 2"
n. BOILER FEED WATER PIPING: 1-1/2"
o. CONDENSER WATER PIPING (GENERAL): NONE REQUIRED
p. CONDENSER WATER PIPING (WITH HEAT TRACING): 1"
q. CONDENSATE DRAIN PIPING: 1"
4. VAPOR BARRIER JACKET SHALL HAVE FACTORY APPLIED VAPOR RETARDER COMPOSED OF A
WHITE DRAFT FACING OUT REINFORCED WITH GLASS FIBER YARN AND BONDED TO ALUMINIZED
FILM. LAP ADHESIVE SHALL BE COMPATIBLE WITH INSULATION.
5. FURNISH AND INSTALL PVC COVERS FOR ALL VALVES AND ALL PIPE FITTINGS.
6. SUBMIT ELECTRONIC COPIES OF THE MANUFACTURER'S SUBMITTALS FOR ALL INSULATION.
K. REFRIGERANT SUCTION PIPING INSULATION
1. INSULATION SHALL BE A FLEXIBLE, CLOSED-CELL ELASTOMERIC PIPE INSULATION: AP
ARMAFLEX, AC ACCOFLEX. ADHESIVE SHALL BE ARMAFLEX 520, 520 BLACK, OR 520 BLV
ADHESIVE. THE INSULATION MUST CONFORM TO ASTM C534 GRADE 1 TYPE.
2. INSULATION MATERIALS SHALL HAVE A CLOSED CELL STRUCTURE TO PREVENT MOISTURE
FROM WICKING WHICH MAKES IT AN EFFICIENT INSULATION.
3. INSULATION MATERIALS SHALL BE MANUFACTURED WITHOUT THE USE OF CFC'S, HFC'S, OR
HCFC'S. IT IS ALSO FORMALDEHYDE FREE, LOW VOCS, FIBER FREE, DUST FREE, AND RESISTS
MOLD AND MILDEW.
4. INSULATION MATERIALS SHALL HAVE A FLAME-SPREAD INDEX OF LESS THAN 25 AND A
SMOKE-DEVELOPED INDEX OF LESS THAN 50 AS TESTED IN ACCORDANCE WITH ASTM E 84. IN
ADDITION, THE PRODUCTS, WHEN TESTED, SHALL NOT MELT OR DRIP FLAMING PARTICLES AND
THE FLAME SHALL NOT BE PROGRESSIVE.
THE FLAME SHALL NOT BE PROGRESSIVE.
5. INSULATION MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.27
%78,1+)7tr)$7$r)0($17(03(5$785($67(67(',1$&&25'$1&(:,7+$670&
OR ASTM C 518.
6. INSULATION MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0.08
PERM-INCHES WHEN TESTED IN ACCORDANCE WITH ASTM E 96.
7. SADDLES SHALL BE INSTALLED UNDER ALL INSULATED LINES AT UNI-STRUT CLAMPS, CLEVIS
HANGERS, OR LOCATIONS WHERE INSULATION MAY BE COMPRESSED.
8. ALL INSULATION EXPOSED TO SUNLIGHT OR INSTALLED OUTDOORS SHALL BE PROTECTED
WITH TWO COATS OF WB ARMAFLEX FINISH OR WEATHER RESISTANT COATING.
L. PIPE EXPANSION
1. SPECIAL ATTENTION SHALL BE GIVEN TO THE INSTALLATION OF HOT AND COLD LINES WHICH
HAVE HAVE AN APPRECIABLE MOVEMENT SO THAT THEY WILL NOT HIT OTHER PIPES,
STRUCTURAL MEMBERS, AND THE LIKE WHEN THEY HEAT UP OR COOL.
2. INSTALL ANCHORS WHERE SHOWN ON THE DRAWINGS AND WHERE REQUIRED.
3. GUIDES ARE TO BE FURNISHED ON EACH SIDE OF ALL EXPANSION LOOPS, OFFSETS, SWING
JOINTS, AND EXPANSION JOINTS, WHETHER OR NOT DETAILED ON THE DRAWINGS.
4. COLD SPRINGING WHERE REQUIRED SHALL BE DONE WITH ANCHORS, HANGERS, AND SLIDING
SUPPORTS IN PLACE.
M. PIPING VALVES
1. VALVES SHALL BE LOCATED FOR CONVENIENT ACCESS FOR OPERATION AND MAINTENANCE.
2. INSTALL ALL VALVES WITH STEMS IN EITHER AN UPRIGHT (PREFERRED) OR HORIZONTAL
POSITION. CONTROL VALVES SHALL BE INSTALLED WITH ACTUATOR UPWARD UNLESS NOTED
OTHERWISE
3. PROVIDE THE FOLLOWING TYPES OF VALVES FOR HVAC APPLICATIONS, UNLESS NOTED
OTHERWISE FOR SPECIFIC SYSTEMS:
4. ISOLATION VALVES SHALL BE "BUBBLE-TIGHT", RATED FOR 300 PSI.
5. BALL VALVES (UP TO AND INCLUDING 2")
a. 2 PIECE BRONZE BODY 600# WOG RATED, FULL PORT
b. CHROME PLATED BRONZE BALL
c. 2-1/4" VALVE EXTENSION
d. TEFLON SEAT AND STUFFING BOX RING
e. LEVER HANDLE WITH BALANCE STOPS
f. ACCEPTABLE MANUFACTURERS:
x APOLLO, NIBCO, MILWAUKEE
6. SWING CHECK VALVE (UP TO AND INCLUDING 2")
a. BRONZE BODY, BRONZE TRIM, BRONZE ROTATING SWING DISC
b. COMPOSITION DISC
c. TREADED ENDS
d. ACCEPTABLE MANUFACTURERS:
x APOLLO, NIBCO, MILWAUKEE
9. BALANCING VALVES (UP TO AND INCLUDING 2")
a. BRASS COPPER ALLOY OR BRONZE BODY/BRASS BALL CONSTRUCTION
b. GLASS AND CARBON FILLED TFE SEAT RINGS
c. ACCEPTABLE MANUFACTURERS:
x BELL AND GOSSETT, TACO, ARMSTRONG
10. BALANCING VALVES SHALL BE DESIGNED TO PRESET BALANCE POINTS FOR PROPORTIONAL
SYSTEM BALANCE PRIOR TO SYSTEM START UP. VALVES TO HAVE MEMORY STOP FEATURE TO
ALLOW VALVE TO BE CLOSED FOR SERVICE AND THEN RE-OPENED TO SET POINT WITHOUT
DISTURBING THE BALANCE POSITION.
N. PIPING ACCESSORIES
1. PROVIDE THE FOLLOWING TYPES OF ACCESSORIES FOR HVAC APPLICATIONS, UNLESS NOTED
OTHERWISE FOR SPECIFIC SYSTEMS:
2. STRAINERS (UP TO AND INCLUDING 2")
a. SCREWED BRASS OR IRON BODY FOR 175 PSIG WORKING PRESSURE
b. Y PATTERN WITH 1/32" STAINLESS STEEL PERFORATED SCREEN
c. ACCEPTABLE MANUFACTURERS:
x KECKLEY, WATTS, APOLLO, NIBCO, MILWAUKEE
3. THERMOMETERS
a. FURNISH AND INSTALL AS REQUIRED FOR PROPER SYSTEM MONITORING AND
ADJUSTMENT
b. SELECT INSTRUMENT RANGE SO THE ORDINARY OPERATING CONDITION IS IN THE MIDDLE
AREA OF THE INSTRUMENT SCALE
c. STRAIGHT STEM TYPE IN SEPARABLE WELLS
d. SWIVEL MOUNTING SET WITH POSITIVE LOCKING DEVICE, TO BE EASILY READ FROM THE
FLOOR
e. SIZE: 9" SCALE
f. ACCEPTABLE MANUFACTURERS:
x TRERICE, WEISS
6. PRESSURE GAUGES
a. FURNISH AND INSTALL AS REQUIRED FOR PROPER SYSTEM MONITORING AND
ADJUSTMENT
b. SELECT INSTRUMENT RANGE SO THE ORDINARY OPERATING CONDITION IS IN THE MIDDLE
AREA OF THE INSTRUMENT SCALE
c. 3-1/2" DIAMETER, LIQUID FILLED, DIAL TYPE, PSI SCALE
d. FRONT RE-CALIBRATION ADJUSTMENT
e. MID SCALE ACCURACY: TWO PERCENT
f. BLACK SCALE ON WHITE BACKGROUND
g. ACCEPTABLE MANUFACTURERS:
x TRERICE, WEISS, ASHCRAFT
7. PRESSURE GAUGE TAPPINGS
a. GAGE COCK: TEE OR LEVER HANDLE, BRASS FOR MAXIMUM 150 PSIG.
b. BALL VALVE: BRASS, 1/4" NPT FOR MINIMUM 150 PSIG.
c. PULSATION DAMPER: PRESSURE SNUBBER, BRASS WITH 1/4" CONNECTIONS
d. SYPHON: STEEL, SCHEDULE 40, 1/4" ANGLE OR STRAIGHT PATTERN.
e. ACCEPTABLE MANUFACTURERS:
x TRERICE, WEISS, ASHCRAFT
8. AIR VENTS
a. MANUAL TYPE: SHORT VERTICAL SECTIONS OF 2" DIAMETER PIPE TO FROM AIR CHAMBER,
WITH 1/8" BRASS NEEDLE VALVE AT TOP OF CHAMBER
b. FLOAT TYPE: BRASS OR SEMI-STEEL BODY, COPPER, STAINLESS STEEL VALVE AND VALVE
SEAT; SUITABLE FOR SYSTEM OPERATING TEMPERATURE AND PRESSURE; WITH ISOLATING
VALVE
c. WASHER TYPE: BRASS WITH HYDROSCOPIC FIBER DISCS, VENT PORTS, ADJUSTABLE CAP
FOR MANUAL SHUT-OFF, AND INTEGRAL SPRING LOADED BALL CHECK VALVE.
d. ACCEPTABLE MANUFACTURERS:
x BELL AND GOSSETT, TACO, ARMSTRONG
9. REDUCERS
a. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, INSTALL ALL SUPPLY PIPING TO COILS,
PUMPS, AND OTHER EQUIPMENT INCLUDING VALVES AND STRAINERS THEREIN, AT LINE
SIZE. IF A REDUCTION IS REQUIRED AT A PUMP, COIL, CONTROL VALVE, ETC. THE REDUCER
SHALL BE INSTALLED ABUTTING THE INLET AND/OR OUTLET OF THE DEVICE.
b. USE ECCENTRIC REDUCING FITTINGS OR ECCENTRIC REDUCING COUPLINGS WHERE
REQUIRED TO PREVENT POCKETING OF LIQUID.
c. WHERE ECCENTRIC REDUCERS ARE USED, THE STRAIGHT SIDE SHOULD BE INSTALLED ON
TOP FOR PUMP SUCTION AND ON THE BOTTOM FOR ALL OTHER LINES.
10. INSTALL AIR VENTS AT HIGH POINTS IN MAINS, RISERS, BRANCH LINES, AND ELSEWHERE AS
REQUIRED FOR SYSTEM VENTING.
11. INSTALL DRAIN VALVES AT LOW POINTS IN MAINS, RISERS, BRANCH LINES, AND ELSEWHERE AS
REQUIRED FOR SYSTEM DRAINAGE. DRAINS SHALL NOT BE LESS THAN 3/4".
12. RELIEF VALVES SHALL BE OF ASME CODE CONSTRUCTION AND MEET OR EXCEED LOCAL
CODES AND ORDINANCES.
13. INSTALL UNIONS IN PIPING 2 INCHES AND SMALLER ADJACENT TO EACH VALVE AND AT FINAL
CONNECTION TO EACH PIECE OF EQUIPMENT HAVING A 2-INCH OR SMALLER THREADED PIPE
CONNECTION.
14. INSTALL FLANGES IN PIPING 2-1/2 INCHES AND LARGER ADJACENT TO FLANGED VALVES AND AT
FINAL CONNECTION TO EACH PIECE OF EQUIPMENT HAVING FLANGED PIPE CONNECTION.
15. INSTALL DI-ELECTRIC WATERWAY FITTINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR
METALS.
16. INSTALL NONMETALLIC NON-SHRINK GROUT FOR MECHANICAL EQUIPMENT BASE BEARING
SURFACES, PUMP AND OTHER EQUIPMENT BASE PLATES, AND ANCHORS.
17. PROVIDE CLEANING PORTS WITH VALVES AT CONVENIENT LOCATIONS TO FACILITATE
CLEANING OF ALL NEW PIPING.
O. PIPE HANGERS AND SUPPORTS
1. PROVIDE THE NECESSARY HANGERS AND ACCESSORIES FOR THE PROPER SUPPORT OF THE
NEW PIPING, EQUIPMENT, ETC. ALL PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM TOP
CHORD OF ROOF/FLOOR JOISTS, OR PROVIDE STRUCTURAL CALCULATIONS INDICATING
BOTTOM CHORD ATTACHMENT IS ACCEPTABLE.
2. ALL NEW HORIZONTAL PIPING SHALL BE SUPPORTED BY SPRING TYPE STEEL CLEVIS OR
TRAPEZE HANGERS OR BRACKETS AT SUFFICIENT INTERVALS TO MAINTAIN A STRAIGHT LINE,
BUT NOT TO EXCEED SPACING (INDICATED BELOW) ON CENTERS OF HANGERS IN ANY CASE,
WITH A SEPARATE HANGER FOR EACH BRANCH. REFER TO DETAIL SHEETS FOR ADDITIONAL
SUPPORT SPACING REQUIREMENTS.
3. ALL NEW VERTICAL PIPE RISERS SHALL BE ANCHORED MIDWAY OF THEIR HEIGHT, AND SHALL
BE SUPPORTED AT EACH FLOOR BY 1-1/2" x 1/4" BAR CLAMPS ATTACHED TO PIPES AND RESTING
ON THE FLOOR CONSTRUCTION.
4. WHERE INSULATED PIPE IS SUPPORTED, PROVIDE SADDLES, BLOCKS OR OTHER METHOD
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M5.01
NOTES:
1. CONTRACTOR SHALL USE TITUS BORDER TYPE 2A AND SHALL ASSURE THAT THE BORDER COVERS EXISTING DIFFUSER OPENING.
2. COLOR AND FINISH SHALL BE SELECTED BY ARCHITECT.
3. SURFACE MOUNTED FLANGED FRAME WITH SCREW FASTENING.
4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
5. SCHEDULED MANUFACTURER AND MODEL SHALL BE BASE BID.
HEAT PUMP CASSETTE (C)
EQUIP.
TAG
GENERAL INFORMATION PERFORMANCE ELECTRICAL
NOTES
SERVICE LOCATION MFR MODEL TYPE REFRIGERANT
TYPE
OPERATING
WEIGHT
(LBS.)
DIMENSIONS (IN.) PIPING CONNECTIONS
FAN (HIGH / MED / LOW
SPEEDS) COOLING MODE HEATING MODE
RLA VOLTS HZ PHASE
WIDTH DEPTH HEIGHT
LIQUID
(IN., O.D.)
GAS
(IN., O.D.)
DRAIN
(IN., I.D.) CFM
SOUND
PRESSURE
dB(A)
EAT TOTAL
CAPACITY
(MBH)
POWER
INPUT
(KW)
EAT
r)
CAPACITY
(MBH)
POWER
INPUT
(KW)
DB
r)
WB
r)
BRIDGE BRIDGE SAMSUNG AM036 HEAT PUMP
4-WAY R410A 41 33.07 33.07 11.34
3
8
5
8 1 848, 777, 706 40, 37, 33 95 75 36 75 -10 40 75 0.56 208-230 60 1 SEE BELOW
BRIDGE BRIDGE SAMSUNG AM036 HEAT PUMP
4-WAY R410A 41 33.07 33.07 11.34
3
8
5
8 1 848, 777, 706 40, 37, 33 95 75 36 75 -10 40 75 0.56 208-230 60 1 SEE BELOW
BRIDGE BRIDGE SAMSUNG AM036 HEAT PUMP
4-WAY R410A 41 33.07 33.07 11.34
3
8
5
8 1 848, 777, 706 40, 37, 33 95 75 36 75 -10 40 75 0.56 208-230 60 1 SEE BELOW
BRIDGE BRIDGE SAMSUNG AM036 HEAT PUMP
4-WAY R410A 41 33.07 33.07 11.34
3
8
5
8 1 848, 777, 706 40, 37, 33 95 75 36 75 -10 40 75 0.56 208-230 60 1 SEE BELOW
NOTES:
C
B1
C
B2
C
B3
C
B4
ENERGY RECOVERY UNIT - PLATE & FRAME HX (ERV)
TAG
GENERAL DATA DIMENSIONAL DATA (INCHES) FRESH AIR DATA EXHAUST AIR DATA ELECTRICAL DATA
NOTES
SERVICE LOCATION MFR MODEL ORIENTATION
SHIPPING
WEIGHT
(LBS)
OPERATING
WEIGHT
(LBS)
FILTER
TYPE QTY. L W H
AIRFLOW
(CFM)
ESP
(IN. WG) FILTER
TEMP
EFF %
TOTAL
EFF%
SUMMER/
WINTER
AIRFLOW
(CFM)
ESP (IN.
WG) FILTER
TEMP
EFF%
TOTAL
EFF%
SUMMER/
WINTER
FLA MCA MOCP VOLTS HZ PHASE
BRIDGE BRIDGE
ROOFTOP RENEWAIRE HE1XRT HORIZONTAL 425 330 MERV8 2 81 40.25 42.25 500 1.45 MERV 8 76 67 / 57 700 1.0 MERV 8 72 64 / 52 1.15 2.6 15 460 60 3
SEE
BELOW
NOTES:
ERV
1
1. FRESH AIR FAN AND EXHAUST FAN TO INCLUDE SEPARATE ECM MOTORS.
2. UNIT TO BE MOUNTED ON STANDARD 14" ROOF CURB (MANUFACTURER PROVIDED).
3. ALL CAPACITIES ARE BASED ON MEDIUM SPEEDS.
4. PROVIDE WITH CODE REQUIRED DISCONNECT SWITCH.
5. FURNISH AND INSTALL STARTER ON SUPPLY AND EXHAUST FANS.
6. PROVIDE WITH MEANS OF LOCALLY ADJUSTING FAN SPEEDS.
7. ARCHITECTURAL SCREENING TO BE ATTACHED TO UNIT PER SCREENING MANUFACTURER'S
SPECIFICATIONS.
1. FURNISH WITH CONDENSATE PUMP (MANUFACTURER PROVIDED).
2. COLOR AND FINISH SHALL BE SELECTED BY ARCHITECT.
3. HANG FROM STRUCTURE ABOVE PER MANUFACTURER'S GUIDELINES.
4. PROVIDE WITH BACNET INTERFACE. COORDINATE WITH THE BASC AS REQUIRED.
5. SCHEDULED MANUFACTURER AND MODEL SHALL BE BASE BID. ALTERNATE
MANUFACTURERS INCLUDE: LG, LENNOX, MISTUBISHI AND SANYO. *MFG. TO BE SAME
AS OUTDOOR CONDENSING UNIT MFG.
6. BASC SHALL PROVIDE ENABLE/DISABLE, SPACE TEMP (ADJ. VIA BAS), GENERAL ALARM,
HEATING/COOLING MODE.
7. PROVIDE WITH DISCONNECT.
8. PROVIDE ALL REQUIRED CONDUIT AND WIRING FOR ALL CONTROLS FOR A FULLY
FUNCTIONING SYSTEM.
HOT WATER UNIT CABINET HEATER SCHEDULE (CUH)
TAG
GENERAL DATA DIMENSIONAL DATA (INCHES)
HOT WATER HEATING COIL DATA (2-ROW
COIL) FAN DATA ELECTRICAL DATA
NOTES
SERVICE LOCATION MFR MODEL
SHIPPING
WEIGHT
(LBS)
INLET/
OUTLET MOUNTING L W H MBH
LWT
r)
EWT
r) GPM
WATER
P.D.
(FT)
HP
RPM
(HIGH)
AIRFLOW
(CFM) FLA MCA MOP WATTS VOLTS HZ PHASE
WEST
ENTRANCE
VESTIBULE
WEST
ENTRANCE
VESTIBULE
ZEHNDER
RITTLING RFRW-08 155
OPEN IN,
LVR OUT
WALL, FULL
RECESS 68.2 10.0 26.4 86.6 180.0 200.0 9.0 2.2 30.0 1150 810 1.73 2.2 15 200 120 60 1
SEE
BELOW
EAST
ENTRANCE
VESTIBULE
EAST
ENTRANCE
VESTIBULE
ZEHNDER
RITTLING RFRW-08 155
OPEN IN,
LVR OUT
WALL, FULL
RECESS 68.2 10.0 26.4 86.6 180.0 200.0 9.0 2.2 30.0 1150 810 1.73 2.2 15 200 120 60
1 SEE
BELOW
NOTES:
1. FURNISH WITH FACTORY MOUNTED DISCONNECT SWITCHES.
2. CONTRACTOR TO DETERMINE RIGHT HAND OR LEFT HAND PIPING CONNECTION BASED ON LOCATION OF EXISTING PIPING.
3. PROVIDE WITH FACTORY PROGRAMMABLE THERMOSTAT WHICH MEETS CURRENT CODE REQUIREMENTS.
4. PROVIDE WITH FACTORY STANDARD FINISHES AND COLOR.
CUH
R11
CUH
R12
SINGLE DUCT TERMINAL UNIT SCHEDULE (VAV)
TAG AHU TAG ROOM MODEL
SIZE CFM STATIC PRESSURE NC LEVELS HOT WATER HEAT COIL
HAND
Unit Outlet Max Min Inlet Down Min Rad Dis CFM MBH EAT EWT LAT LWT Apd GPM WPd Rows FPI
AHU-R10 1102 DESV 08 12x10 700 350 1 0.3 0.31 22 20 350 13.3 55 140 90 121.3 0.29 1.4 0.34 2-RH 10 RH
AHU-R11 2201 DESV 06 12x8 320 160 1 0.3 0.21 18 16 160 6.8 55 140 94.3 123.4 0.13 0.8 0.14 2-RH 10 RH
Notes:
1. SELECTIONS ARE BASED ON TITUS AS MANUFACTURER.
2. ALL PERFORMANCE BASED ON TESTS CONDUCTED IN ACCORDANCE WITH ASHRAE 130-2008 AND AHRU 880-2008.
3. ALL NC LEVELS DETERMINED USING AHRI 885-2008 APPENDIX E.
4. ALL AIRFLOW, PRESSURE LOSSES AND HEATING PERFORMANCE VALUES HAVE BEEN CORRECTED FOR ALTITUDE.
81,762)0($685( ',0(16,216 ,1
$,5)/2: &)0
:$7(5)/2: *30
$,535(6685( ,1:*
:$7(5+($'/266(6 )7
$1'7(03(5$785(6 )
6. WATER PRESSURE DROP (WPD) UNITS IS IN FT. WATER.
TB
R14
TB
R15
RADIANT CEILING PANEL
EQUIP
TAG. LOCATION MFR
PANEL TYPE,
INSTALLALTION DESCRIPTION
NOMINAL WIDTH
(IN)
ACTIVE LENGTH
(FT)
COIL
PASSES
OUTPUT
(BTUH/FT)
FLOW RATE
(GPM)
PRESSURE
DROP (FT)
MIN. FLOW
RATE (GPM) ˂7 r)
MEAN
WATER
7(03 r)
# OF
CIRCUITS NOTES
WEST
SECURITY
DESK
STERLING RCP1, T-BAR LINEAR 42.0 13.0 7 674 0.76 0.69 0.27 20.0 175.0 1 SEE BELOW
EAST
SECURITY
DESK
STERLING RCP1, T-BAR LINEAR 42.0 10.5 7 674 0.76 0.69 0.27 20.0 175.0 1 SEE BELOW
NOTES:
RP
R10
RP
R11
1. MANUFACTURER MUST BE ABLE TO PROVIDE CEILING PANEL WITH SIMILAR STYLE AS EXISTING POOL RADIANT CEILING PANELS.
2. PROVIDE 1" FOIL DENSITY BATT TYPE INSULATION AFTER INSTALLATION, CONNECTIONS AND TESTING HAVE BEN COMPLETED.
3. PLACE INSULATION FOIL FACE DOWN TO PANEL.
4. PROVIDE TRIM PIECE TO IN FILL BETWEEN PANEL AND MOLLION.
5. RP-R10 FINISH TO BE WHITE TO MATCH NEW CEILING. COORDINATE COLOR SAMPLES FROM USG.
6. RP-R11 FINISH TO BE SATIN SILVER TO MATCH NEW CEILING. COORDINATE COLOR SAMPLES FROM USG.
7. REFER TO DETAILS FOR PIPING TRIM.
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M4.01
127( ,167$//r,168/$7,213527(&7,21
SHIELDS AT ALL PIPING SECURED WITH
U-BOLTS AND U-CLAMPS. PROVIDE HIGH
DENSITY INSULATION SUPPORTS AT ALL
CLEVIS HANGERS, SUPPORTS, AND TRAPEZE
HANGERS. PROVIDE STEEL PIPE INSULATION
SADDLES ON ALL PIPES SUPPORTED BY
ROLLERS.
STEEL CHANNEL OR
ANGLE IRON
ROLLER CHAIR SUPPORT STEEL PIPE SADDLE FOR
HEATING PIPING. WOOD
SADDLE ON CHILLED WATER
PIPE
r0(7$/3,3(&29(5
MIN. 8" LONG AT U-BOLTS
AND U-CLAMPS
HIGH DENSITY INSULATION
SUPPORT NUT
SCALE: NO SCALE 5
PIPE COVERING PROTECTION SHIELDS AND PIPE SADDLES
PIPE
SIZE
LENGTH
"L"
GA.
3/4" TO MIN.
2" 12" 18
2-1/2" TO
4" 12" 16
5" TO
6" 18" 16
8" AND
UP 24" 14
LOCKING NUT
SUPPORT NUT
VAPOR BARRIER JACKET
STEEL HANGER ROD (SEE SCHEDULE)
SUPPORT FROM STEEL BEAM, JOIST OF
CHANNEL IRON BETWEEN JOISTS (TYP.)
CONTRACTOR SHALL PROVIDE CLEVIS
HANGER OF SIZE TO FIT AROUND PIPE
COVER O.D.
STEEL HANGER ROD (SEE SCHEDULE)
SUPPORT FROM STEEL BEAM, JOIST OF
CHANNEL IRON BETWEEN JOISTS (TYP.)
CONTRACTOR SHALL PROVIDE CLEVIS
HANGER OF SIZE TO FIT AROUND PIPE
COVER O.D.
WATER PIPE
BLOCKING OF HIGH DENSITY
RIGID INSULATION
BLOCKING OF HIGH DENSITY
RIGID INSULATION
PIPE INSULATION
(SEE SPECIFICATIONS)
SHEET METAL PIPE SHIELDS
AT ALL CLEVIS HANGERS
AND TRAPEZE SUPPORTS
PIPE INSULATION
(SEE SPECIFICATIONS)
STEEL PIPE SADDLE (TYP.)
SADDLES FOR
PIPES 2" THRU
10"
SADDLES FOR
PIPES 12" &
LARGER
(STEEL PIPE SADDLES AT PIPE
ROLLERS)
127( ,167$//r,168/$7,213527(&7,21
SHIELDS AT ALL PIPING SECURED WITH
U-BOLTS AND U-CLAMPS. PROVIDE HIGH
DENSITY INSULATION SUPPORTS AT ALL
CLEVIS HANGERS, SUPPORTS, AND TRAPEZE
HANGERS. PROVIDE STEEL PIPE INSULATION
SADDLES ON ALL PIPES SUPPORTED BY
ROLLERS.
r
STEEL PIPE SADDLES
GALVANIZED STEEL SHEET METAL PIPE
SHIELD BY INSULATION INSTALLER
8" MIN.
L
2" MIN.
12"
4
SCALE: NO SCALE
PIPE CURB ASSEMBLY DETAIL
3-1/2" PIPE COLLARS
PLAN
ELEVATION
CURB COVER
ELECTRICAL CONDUITS, REFRIGERANT
PIPING, RELIEF PIPING, OR SIMILAR
BOOT CLAMPS
4 CURB COVER
PENETRATIONS PER CURB
REFER TO ARCHITECTURAL PLANS FOR
ROOF CONSTRUCTION INFORMATION
1
CURB BY THYCURB
DECK
BASE PLATE
WOOD NAILER
ROOF
FLASHING
PREFABRICATED
COUNTER
FLASHING
SCALE: NO SCALE
ROOF EQUIPMENT CURB
2
SEQUENCE OF OPERATIONS
HEAT PUMP AND EXISTING FIN TUBE RADIATION
A. DESCRIPTION
1. EXISTING FIN TUBE RADIATION: FOUR (4)
PERIMETER HEATING UNITS PROVIDE
ADDITIONAL HEAT TO THE BRIDGE.
2. NEW HEAT PUMPS: FOUR (4) NEW HEAT PUMP
CASSETTES SERVED BY AN OUTDOOR UNIT WILL
HAVE THE ABILITY TO HEAT OR COOL THE
BRIDGE.
B. TEMPERATURE CONTROL - LOCAL THERMOSTAT OR
BAS
1. COOLING:
a. HEAT PUMP WILL BE ONLY SOURCE OF
COOLING. BAS SHALL ENABLE HEAT PUMP
AND DISABLE FIN TUBE RADIATION.
b. ,1,7,$/&22/,1*6(732,172)r)
ADJUSTABLE VIA BAS.:
2. HEATING:
a. FIN TUBE RADIATION WILL MODULATE
CONTINUOUSLY DURING OCCUPIED HEATING
SEASON. WHEN FIN TUBE RADIATION FALLS
r)%(/2:6(732,17)250,187(6+($7
PUMP SHALL ENABLE AND RUN TO MEET
SETPOINT.
E,1,7,$/+($7,1*6(732,172)r)
ADJUSTABLE VIA BAS.
SCALE: NO SCALE
BRIDGE SEQUENCE OF OPERATIONS
6
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M3.02
8" LIQUID PIPE CONNECTION
BOTTOM VIEW DRAIN PIPE CONNECTION TOP VIEW SUSPENSION CONNECTIONS
SIDE VIEW
SCALE: NO SCALE
HEAT PUMP CASSETTE DETAIL
2
4" FRESH AIR INTAKE
AIR OUTLET LOUVER (x4)
AIR INLET GRILLE
LINEAR BAR AIR OUTLET
ENERGY RECOVERY VENTILATOR (ERV)
1 SCALE: NO SCALE
NOTES:
1. EXHAUST FAN, FRESH AIR FAN
AND PLATE AND FRAME HX
COMPARTMENTS INCLUDED
WITH ACCESS DOORS.
2. INSTALL TYPE RTV
CONFIGURATION.
3. INSTALL ON ROOF CURB (NOT
SHOWN).
4. CONTROLS CONTRACTOR TO
OPERATE SUPPLY AND
EXHAUST FANS ON A TIMER.
TIMER SHALL BE ADJUSTABLE
VIA FINAL GRAPHICS. INITIAL
RUN HOURS SHALL BE FROM
5:00AM - 10:00PM DAILY. THE
TIMER SHALL BE A 7 DAY
PROGRAMMABLE TIMER.
E-BOX FOR FRESH AIR
AND EXHAUST FANS
SUSPENSION
CONNECTIONS (x4)
OUTSIDE AIR FAN FAN
EXHAUST AIR FAN
PLATE & FRAME
HX CROSS FLOW
EXISTING SUPPLY
PLENUM TO REMAIN
FRESH AIR INTAKE
EXHAUST DUCT TO EXTEND
BEFORE TERMINATION
INSTALLED
FRESH AIR
TO SPACE
RETURN AIR
FROM SPACE
UNION (TYP.)
REDUCER / INCREASER AS
REQUIRED (TYP.)
BALANCING VALVE
ISOLATION BALL VALVE (TYP.)
MANUAL AIR VENT
3/4" HOT WATER PIPING THRU
WALL INTO BACK OF UNIT
HOT WATER
HEATING COIL
T
BAS THERMOSTAT
BOTTOM FRONT
RETURN INLET
RECESSED WALL UNIT,
REMOVE NECESSARY
WALL TO ACCOMMODATE
NEW CUH
TOP FRONT SUPPLY
DISCHARGE
FLANGE
SCALE: NO SCALE
FULLY RECESSED WALL CUH
RADIANT CEILING PANEL 7
6 SCALE: NO SCALE
SCALE: NO SCALE
FLEXIBLE CONNECTION DETAIL
CONNECT WITH FLEXIBLE DUCT TO
COLLAR WITH 22 GA. CLAMP AND FOUR
SHEET METAL SCREWS AND SEAL WITH
DUCT TAPE
FLEXIBLE DUCT. SEE PLANS FOR
SIZE. MAXIMUM OF 1'-0" LENGTH
3
HEAT PUMP CASSETTE
OA DUCT
CONNECTION
HW SUPPLY
HW RETURN
HW SUPPLY
HW RETURN
7 ROW RADIANT PANEL
COPPER LOOP
SUPPLY TRIM
UNION
PIPE REDUCER
ISOLATION VALVE
RETURN TRIM
UNION
PIPE REDUCER
2-WAY MOD. CONTROL VALVE
ISOLATION VALVE
1" HWS HEADER 1" HWR HEADER
42" PANEL
NOTES:
1. EXACT LOCATION AND MOUNTING HEIGHT TO BE
DETERMINED ON SITE.
2. BASC SHALL CONTROL EXISTING BASEBOARD SO
AS TO NOT CONFLICT WITH HEAT PUMP COOLING.
UTILIZE BASEBOARD AS FIRST SOURCE OF HEAT
BEFORE OPERATING HEAT PUMP IN HEATING.
HOSE BIB
VALVED DRAIN
NOTES:
1. NEW CUH TO BE CONTROLLED
VIA BAS.
2. BAS TO CONTROL BOTH THE
FAN AND 2-POSITION CONTROL
VALVE.
HWS
HWR
HOT WATER
REHEAT COIL
PRIMARY AIR IN SUPPLY AIR OUT
CFM
PRIMARY
AIRFLOW
(CFM)
HOT WATER VALVE
MODULATION (%) MOD
MOD PRIMARY AIR DAMPER
COMMAND (%)
PRIMARY AIR
DAMPER POSITION
(%)
MOD
T
DISCHARGE AIR
TEMPERATURE
r)
T
SPACE
TEMPERATURE
r)
CO2
SPACE CO2
(PPM)
REMOTE
SENSORS
SCALE: NO SCALE
VAV CONTROLS DIAGRAM
5
AUTOMATED LOGIC CONTROL VALVE
PROVIDE ALL PIPE TRIM AS
RECOMMENDED BY
MANUFACTURER.
VALVED DRAIN
MANUAL
AIR VENT
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M3.01
UNDER THIS CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL
DIMENSIONS AND EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL
CONNECTION AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH
ELECTRICAL CONTRACTOR TO IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
DISCONNECT THE POWER TO EACH UNIT AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES,
AND STARTERS UNDER THIS CONTRACT. THIS CONTRACTOR SHALL REMOVE ALL EQUIPMENT,
ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF
THE DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN
WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO
REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK
ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK ADVANCE NOTICE SHALL BE GIVEN TO THE
OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE
BUILDING SITE BY THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING
REMOVED UNDER THE DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK
CONTRACT UNLESS NOTED ON THE DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER
SHALL BE STORED PER THE OWNER'S INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS
SHALL BE SCHEDULED AND APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE
OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT
TO BE REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE
ORDER REQUEST FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF
BUILDING MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS
REQUIRED FOR FINISHED WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR
ENGINEER PRIOR TO PERFORMING REMOVAL OF MATERIAL FROM EXISTING BUILDING
CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS
INCURRED BY DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION
PROCEDURES WILL NOT BE THE RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO
PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE
REMOVAL OF EACH TRADE'S MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE
REUSED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL
EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL CONDITION INCLUDING ALL DRYWALL,
PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES EXPERIENCED IN GENERAL
CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE UNITS TO MATCH
EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN
UNLESS INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS.
INSTALLATION OF NEW EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO
REMAIN. COORDINATE WITH ENGINEER AND OWNER.
1. ROUTE REFRIGERANT GAS AND REFRIGERANT LIQUID LINES STRAIGHT DOWN THROUGH ROOF. REFRIGERANT
GAS AND LIQUID PIPING DROP THROUGH CEILING TO MAINTAIN SERVICE CLEARANCE OF AT LEAST 36" FROM
ENERGY RECOVERY UNIT.
2. INSTALL NEW CONTROL VALVE ACTUATOR AS REQUIRED FOR EXISTING BASEBOARD HEATERS.
3. REFRIGERANT GAS, REFRIGERANT LIQUID AND DRAIN PIPE ROUTING SHALL NOT INTERFERE WITH NEW SUPPLY
DUCT AND NEW FLEX DUCT CONNECTIONS. ALL PIPING TO BE INDEPENDENTLY SUPPORTED FROM OTHER
TRADES.
4. ROUTE CONDENSATE DRAIN PIPE TO NEAREST FLOOR DRAIN IN NEARBY ELECTRICAL ROOM 2221. SLOPE
CONDENSATE PIPING TOWARDS DRAIN 1
8" : 1' AS POSSIBLE.
5. NEW 3
4" HWS/R LINE TO TB-R16.
6. REFER TO DUCTWORK DRAWINGS FOR SCREENING TO BE INSTALLED AROUND NEW UNIT.
7. NEW HOT WATER SUPPLY AND RETURN TO BE TIED INTO EXISTING 4" LINES. FURNISH VAV TERMINAL UNIT WITH
2-WAY MODULATING CONTROL VALVE. REFER TO DETAILS FOR MORE INFORMATION.
8. CONDENSATE PIPE SHALL NOT BE ROUTED OVER ANY ELECTRICAL EQUIPMENT.
9. NE WCONDENSATE PIPE TO PENETRATE WALL. PIPING SHALL BE ROUTED ABOVE EXISTING LOBBY CEILING.
10. INSTALL NEW THERMOSTAT IN PLACE OF EXISTING TO CONTROL BASEBOARD HEAT.
11. MODIFY ROOFING AS REQUIRED. MAINTAIN ALL EXISTING ROOFING WARRANTIES.
12. INSTALL CU-B1 ON NEW EQUIPMENT RAILS.
KEYED MECHANICAL NEW WORK NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M2.02
CHASE
ELEV.
MECH
TB-1203
TB-R1209-FP
TB-R1211-FP
TB-R1202
HWR HWS
1
HWR
HWS
2
4.9 GPM
1"
T
NIC NIC
HWR HWS
7 GPM
1 1/4"
5
T
6
11.9 GPM
1 1/4"
3
4"
3
4"
3
4"
1"
1 1/4"
7
8
7
SCALE:
SCALE: 2 PIPING 1/8' = 1'-0" NEW WORK - EAST LOBBY
1 PIPING 1/8" = 1'-0" NEW WORK - WEST LOBBY
GENERAL NEW PIPING CONSTRUCTION NOTES
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE
EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE
BUILDING WHICH ARE TO REMAIN IN OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE
UNDER THIS CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL
DIMENSIONS AND EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL
CONNECTION AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH
ELECTRICAL CONTRACTOR TO IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
DISCONNECT THE POWER TO EACH UNIT AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES,
AND STARTERS UNDER THIS CONTRACT. THIS CONTRACTOR SHALL REMOVE ALL EQUIPMENT,
ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF
THE DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN
WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO
REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK
ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK ADVANCE NOTICE SHALL BE GIVEN TO THE
OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE
BUILDING SITE BY THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING
REMOVED UNDER THE DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK
CONTRACT UNLESS NOTED ON THE DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER
SHALL BE STORED PER THE OWNER'S INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS
SHALL BE SCHEDULED AND APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE
OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT
TO BE REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE
ORDER REQUEST FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF
BUILDING MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS
REQUIRED FOR FINISHED WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR
ENGINEER PRIOR TO PERFORMING REMOVAL OF MATERIAL FROM EXISTING BUILDING
CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS
INCURRED BY DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION
PROCEDURES WILL NOT BE THE RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO
PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE
REMOVAL OF EACH TRADE'S MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE
REUSED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL
EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL CONDITION INCLUDING ALL DRYWALL,
PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES EXPERIENCED IN GENERAL
CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE UNITS TO MATCH
EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN
UNLESS INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS.
INSTALLATION OF NEW EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO
REMAIN. COORDINATE WITH ENGINEER AND OWNER.
1. MOUNT NEW CABINET UNIT HEATER FULLY RECESSED IN BRICK WALL IN PLACE OF OLD UNIT HEATER. REFER
TO ARCHITECTURAL DRAWINGS FOR WALL MODIFICATIONS FOR CUH AND PIPE/CONDUIT ROUTINGS. ASSURE
THAT PIPING ACCESS SECTION IS ON THE SIDE MOST APPROPRIATE TO ACCOMMODATE HOT WATER PIPING. NO
PIPING OR CONDUIT WILL BE EXPOSED TO THE VESTIBULE.
2. EXACT ROUTING OF NEW HOT WATER SUPPLY AND RETURN LINES TO BE DETERMINED ON SITE.
3. CONNECT NEW 3/4" HOT WATER PIPING TO NEW VAV BOX. PIPING TO BE FURNISHED WITH A TWO-WAY
MODULATING CONTROL VALVE. INSTALL NEW VAV BOX AND PIPING SO THAT IT DOES NOT INTERFERE WITH
EXISTING MECHANICAL, ELECTRICAL OR FIRE PROTECTION EQUIPMENT. REFER TO DETAILS SHEET FOR MORE
INFORMATION.
4. NEW RADIANT CEILING PANEL SHALL BE INSTALLED IN CEILING ABOVE NEW SECURITY DESK AREA. ROUTE NEW
1 1
4" HOT WATER SUPPLY AND RETURN PIPING OVER RADIANT CEILING PANEL AT FRONT DESK. HOT WATER
SUPPLY AND RETURN BRANCH PIPING SERVING RADIANT CEILING PANEL TO DROP DOWN AND CONFIGURED SO
THAT HOT WATER IS SUPPLIED AND RETURNED PER MANUFACTURER'S SPECIFICATIONS. EXACT LOCATION AND
ORIENTATION TO BE DETERMINED ON SITE.
5. NEW THERMOSTAT TO CONTROL BOTH NEW VAV BOX AND NEW CUH. EXACT ROUTING OF CONDUIT AND WIRE
TO BE DETERMINED ON SITE WITH ARCHITECT AND ENGINEER.
6. NEW THERMOSTAT TO CONTROL NEW RADIANT CEILING. EXACT ROUTING OF CONDUIT AND WIRE TO BE
DETERMINED ON SITE WITH ARCHITECT AND ENGINEER.
7. REFER TO ARCHITECTURAL DRAWINGS FOR ROUTING OF PIPING WITHIN VESTIBULE AND EXACT LOCATION OF
CUH.
8. PROVIDE ISOLATION VALVES AT NEW CONNECTION TO EXISTING.
KEYED MECHANICAL NEW WORK NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M2.01
EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE
BUILDING WHICH ARE TO REMAIN IN OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE
UNDER THIS CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL
DIMENSIONS AND EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL
CONNECTION AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH
ELECTRICAL CONTRACTOR TO IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
DISCONNECT THE POWER TO EACH UNIT AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES,
AND STARTERS UNDER THIS CONTRACT. THIS CONTRACTOR SHALL REMOVE ALL EQUIPMENT,
ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF
THE DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN
WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO
REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK
ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK ADVANCE NOTICE SHALL BE GIVEN TO THE
OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE
BUILDING SITE BY THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING
REMOVED UNDER THE DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK
CONTRACT UNLESS NOTED ON THE DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER
SHALL BE STORED PER THE OWNER'S INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS
SHALL BE SCHEDULED AND APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE
OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT
TO BE REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE
ORDER REQUEST FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF
BUILDING MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS
REQUIRED FOR FINISHED WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR
ENGINEER PRIOR TO PERFORMING REMOVAL OF MATERIAL FROM EXISTING BUILDING
CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS
INCURRED BY DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION
PROCEDURES WILL NOT BE THE RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO
PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE
REMOVAL OF EACH TRADE'S MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE
REUSED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL
EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL CONDITION INCLUDING ALL DRYWALL,
PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES EXPERIENCED IN GENERAL
CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE UNITS TO MATCH
EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN
UNLESS INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS.
INSTALLATION OF NEW EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO
REMAIN. COORDINATE WITH ENGINEER AND OWNER.
GENERAL MECHANICAL CONSTRUCTION NOTES
1. ENERGY RECOVERY UNIT (ERV-B1) TO BE MOUNTED ON NEW 14" ROOF CURB WITH FRESH AIR AND EXHAUST AIR DUCTWORK
PENETRATIONS. FRESH AIR AND EXHAUST AIR DUCTWORK DROPS STRAIGHT DOWN THROUGH ROOF BELOW ERV. DASHED LINES
REPRESENT ERV ROOF CURB, PENETRATIONS, AND DROP DUCTWORK. MAINTAIN MANUFACTURER'S RECOMMENDED
CLEARANCES. REFER TO MANUFACTURER'S CUT SHEET FOR SPECIFIC DIMENSIONAL DATA. COORDINATE ROOF PENETRATIONS
WITH EXISTING STRUCTURE. EXISTING STRUCTURAL MEMBERS SHALL NOT BE ALTERED IN ANY WAY TO ACCOMMODATE NEW
ROOF PENETRATIONS.
2. EXHAUST DUCT TERMINATION AND SUPPLY DUCT TERMINATION TO BE A MINIMUM OF 15' HORIZONTAL DISTANCE PER CODE
REQUIREMENTS. PROVIDE SUPPORTS TO ROOFING AS REQUIRED TO ADEQUATELY SUPPORT NEW DUCTWORK.
3. USE MANUFACTURER'S DAMPER AND HOOD FOR SUPPLY AND EXHAUST DUCT TERMINATION.
4. EXHAUST AND SUPPLY DUCT INTAKE FROM FROM. COORDINATE WITH PIPING DRAWINGS EXACT LOCATION OF DUCT DROPS AND
ROUTING TO AVOID CONFLICT WITH NEW REFRIGERANT PIPING. SUPPLY AIR DUCT TO EXTEND TO NEW MAIN SUPPLY DUCT
CONNECTING INTO HEAT PUMP CASSETTES.
5. CONTRACTOR RESPONSIBLE FOR INSTALLING HEAT PUMP CASSETTES SUCH THAT THE OA DUCT CONNECTION FACES MAIN
SUPPLY DUCT. CONNECT 4" DIAMETER FLEX DUCT FROM SUPPLY MAIN TO HEAT PUMP CASSETTES. CASSETTES SHALL BE NO
LESS THAN 3' FROM THE NORTH WALL. REFER TO DETAILS SHEET FOR HEAT PUMP CASSETTE INFORMATION AND CLARIFICATION.
COORDINATE WITH LIGHTING LAYOUT TO MINIMIZE IMPACT ON LIGHTING. FINAL DUCT CONNECTION TO CASSETTE SHALL BE MADE
WITH FLEXIBLE DUCTWORK NO LONGER THAN 1 FOOT. FLEXIBLE DUCT SHALL BE STRAIGHT WITH NO ELBOWS.
6. HEAT PUMP CASSETTES TO MAINTAIN 26' IN BETWEEN EACH OTHER FOR IDEAL AIR THROW. CONTRACTOR RESPONSIBLE FOR
INSTALLING HEAT PUMP CASSETTES AT LEAST 3' HORIZONTAL FROM EXISTING PIPING TO REMAIN (NOT SHOWN).
7. INSTALL NEW DUCTWORK CONNECTIONS TO ACCOMMODATE NEW TERMINAL BOX. RE-USE DUCTWORK CONNECTING TO SUPPLY
DUCT AS SHOWN.
8. REFER TO ARCHITECTURAL PLANS FOR SCREENING TO BE INSTALLED AROUND ROOFTOP EQUIPMENT. MAINTAIN ALL REQUIRED
SERVICE CLEARANCES AS RECOMMENDED BY EQUIPMENT MANUFACTURER.
9. TERMINATE DUCT WITH 8x32 EXHAUST OPENING ON TOP OF DUCT. FURNISH WITH MESH SCREEN. MAINTAIN ONE FOOT FROM TOP
OF EXHAUST DUCT TO STRUCTURE ABOVE.
10. PROVIDE VOLUME DAMPER AND BALANCE FOR EQUAL OUTSIDE AIRFLOW TO EACH CASSETTE.
11. MODIFY ROOFING AS REQUIRED; MAINTAIN ALL EXISTING ROOFING WARRANTIES.
12. SCREENING SHALL NOT IMPEDE ON EQUIPMENT CLEARANCES SPECIFIED BY MANUFACTURER.
13. MECHANICAL CONTRACTOR TO COORDINATE DUCT AND REFRIGERANT PIPING ROOF PENETRATIONS WITH EXISTING CEILING
CONFLICTS TO DETERMINE EXACT LOCATIONS.
14. INSTALL NEW WALL-MOUNTED DOCK FAN ON SOUTHEAST AND SOUTHWEST ENDS OF BRIDGE. COORDINATE WITH ELECTRICAL
DRAWINGS FOR RECEPTACLE CONNECTION.
KEYED MECHANICAL NEW WORK NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M1.02
VEST.
LOBBY
CHECK-IN
COUNTER
LAN / IT
ELEV
MENS
CHASE
ELEV.
MECH
TB-R1202
TB-R1211-FP
TB-R1203
SD3-420
SD5-840
ෘ
T
ෘ
ෘ
12x6
SD2-300
RG1-200
20x12
T
6
NIC
NIC
SCALE:
SCALE: 2 DUCTWORK NO SCALE NEW WORK - EAST LOBBY
1 DUCTWORK NO SCALE NEW WORK - WEST LOBBY
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE
EXERCISED TO MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE
BUILDING WHICH ARE TO REMAIN IN OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE
UNDER THIS CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL
DIMENSIONS AND EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL
CONNECTION AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH
ELECTRICAL CONTRACTOR TO IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL
DISCONNECT THE POWER TO EACH UNIT AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES,
AND STARTERS UNDER THIS CONTRACT. THIS CONTRACTOR SHALL REMOVE ALL EQUIPMENT,
ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF
THE DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN
WITHOUT PRIOR REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO
REMAIN IN OPERATION WILL NOT BE AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK
ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK ADVANCE NOTICE SHALL BE GIVEN TO THE
OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF
THE CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE
BUILDING SITE BY THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING
REMOVED UNDER THE DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK
CONTRACT UNLESS NOTED ON THE DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER
SHALL BE STORED PER THE OWNER'S INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS
SHALL BE SCHEDULED AND APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE
OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT
TO BE REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE
ORDER REQUEST FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF
BUILDING MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS
REQUIRED FOR FINISHED WORK. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR
ENGINEER PRIOR TO PERFORMING REMOVAL OF MATERIAL FROM EXISTING BUILDING
CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS
INCURRED BY DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION
PROCEDURES WILL NOT BE THE RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO
PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE
REMOVAL OF EACH TRADE'S MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE
REUSED. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL
EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL CONDITION INCLUDING ALL DRYWALL,
PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES EXPERIENCED IN GENERAL
CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE UNITS TO MATCH
EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN
UNLESS INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS.
INSTALLATION OF NEW EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO
REMAIN. COORDINATE WITH ENGINEER AND OWNER.
GENERAL MECHANICAL CONSTRUCTION NOTES
1. ROUTE NEW SUPPLY DUCT FEEDING VESTIBULE DIFFUSER UNDER EXISTING DUCTWORK AND TIE INTO EXISTING
14x12 TO DIFFUSER. EXACT ROUTING TO BE DETERMINED ON SITE. DUCTWORK TO BE CONTAINED WITHIN NEW
EXPOSED SOFFIT. REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.
2. CONTRACTOR TO CAP EXISTING SUPPLY TAKEOFF FEEDING VESTIBULE DIFFUSER AS NEEDED TO
ACCOMMODATE NEW WORK.
3. CONTRACTOR TO ORIENT NEW LINEAR SLOT DIFFUSER DOWN BLAST TOWARDS TOP OF FRONT ENTRANCE
DOORS. CONTRACTOR RESPONSIBLE FOR ASSURING DIFFUSER FRAME COVERS EXISTING DIFFUSER OPENING
PROVIDE NEW PLENUM FOR NEW DIFFUSER AS REQUIRED. REFER TO DIFFUSER DETAIL AND SCHEDULE FOR
MORE INFORMATION.
4. NEW DUCT TO BE ROUTED THROUGH EXISTING CONCRETE BLOCK WALL. SEAL RESULTING OPENING TO
MAINTAIN FIRE RATING.
5. BALANCE EXISTING VAV BOX AND ASSOCIATED DIFFUSERS. REFER TO MECHANICAL SPECIFICATIONS FOR
FURTHER INFORMATION.
6. RELOCATE EXISTING PLENUM RETURN GRILLE IN EAST LOBBY AS SHOWN AS TO NOT INTERFERE WITH NEW
CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL COORDINATION.
7. EXACT LOCATION OF VAV BOX TO BE DETERMINED ON SITE.
8. EXACT ROUTING OF DUCTWORK TO BE DETERMINED ON SITE.
KEYED MECHANICAL NEW WORK NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M1.01
CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL CONNECTION
AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH ELECTRICAL CONTRACTOR TO
IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL DISCONNECT THE POWER TO EACH UNIT
AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES, AND STARTERS UNDER THIS CONTRACT. THIS
CONTRACTOR SHALL REMOVE ALL EQUIPMENT, ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT
UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF THE
DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR
REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE
AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK
ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS
UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF THE
CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE BUILDING SITE BY
THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING REMOVED UNDER THE
DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK CONTRACT UNLESS NOTED ON THE
DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER SHALL BE STORED PER THE OWNER'S
INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS
AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND
APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT TO BE
REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE ORDER REQUEST
FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF BUILDING
MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS REQUIRED FOR FINISHED WORK.
THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER PRIOR TO PERFORMING REMOVAL
OF MATERIAL FROM EXISTING BUILDING CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS INCURRED BY
DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION PROCEDURES WILL NOT BE THE
RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO PATCH ALL
OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE REMOVAL OF EACH TRADE'S
MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE REUSED. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL
CONDITION INCLUDING ALL DRYWALL, PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES
EXPERIENCED IN GENERAL CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE
UNITS TO MATCH EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN UNLESS
INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS. INSTALLATION OF NEW
EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO REMAIN. COORDINATE WITH
ENGINEER AND OWNER.
GENERAL MECHANICAL DEMOLITION NOTES
1. DEMOLISH AND REMOVE EXISTING CABINET UNIT HEATER AND ASSOCIATED PIPING AS SHOWN ALONG WITH ALL
ASSOCIATED VALVING AND CONTROLS.
2. DEMOLISH EXISTING PIPING FEEDING BOTH EXISTING BRIDGE TERMINAL UNITS BACK TO MAIN 4" LINES ALONG
WITH ALL ASSOICATED VALVING AND CONTROLS. PROVIDE CONTROL VALVES AND COIL TO OWNER FOR ATTIC
STOCK.
3. DEMOLISH AND REMOVE EXISTING CONTROL VALVE ACTUATOR TO ACCOMMODATE NEW WORK AS REQUIRED.
4. EXISTING THERMOSTAT TO BE DEMOLISHED AND REMOVED. ASSOCIATED WIRING CAN BE REUSED AS
APPLICABLE.
KEYED MECHANICAL DEMOLITION NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
SCALE:
1 DUCTWORK 1/8" = 1'-0" DEMO - WEST LOBBY
SCALE:
3 DUCTWORK 1/8" = 1'-0" DEMO - BRIDGE
A. ALL WORK SHALL BE PERFORMED IN A CLEAN AND WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO
MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN IN
OPERATION.
B. ALL DEMOLITION OF THE HVAC SYSTEM AS CALLED FOR ON THE DEMOLITION DRAWINGS SHALL BE UNDER THIS
CONTRACTOR'S WORK.
C. CONTRACTOR SHALL VISIT THE BUILDING, BEFORE SUBMITTING HIS BID, TO VERIFY ALL DIMENSIONS AND
EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK.
D. BEFORE STARTING ANY DEMOLITION WORK ON HVAC EQUIPMENT WHICH HAS AN ELECTRICAL CONNECTION
AND IS INDICATED TO BE REMOVED, THIS CONTRACTOR SHALL MEET WITH ELECTRICAL CONTRACTOR TO
IDENTIFY ALL SUCH EQUIPMENT. ELECTRICAL CONTRACTOR SHALL DISCONNECT THE POWER TO EACH UNIT
AND REMOVE CONDUIT, WIRING, DISCONNECT SWITCHES, AND STARTERS UNDER THIS CONTRACT. THIS
CONTRACTOR SHALL REMOVE ALL EQUIPMENT, ELECTRICAL TEMPERATURE CONTROL WIRING, AND CONDUIT
UNDER THIS CONTRACT.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN CLEANUP THROUGHOUT THE COURSE OF THE
DEMOLITION WORK.
F. NO EQUIPMENT, PIPING, VALVES, ETC. SHALL BE REMOVED, DISCONNECTED OR SHUT DOWN WITHOUT PRIOR
REVIEW WITH THE OWNER AND/OR ENGINEER TO CONFIRM THAT AREAS TO REMAIN IN OPERATION WILL NOT BE
AFFECTED. IF ANY AREAS NOT WITHIN THE SCOPE OF WORK ARE AFFECTED BY ANY SHUTDOWN, ONE (1) WEEK
ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. SHUTDOWNS SHALL BE A MAXIMUM OF EIGHT (8) HOURS
UNLESS OTHERWISE INDICATED.
G. ALL EQUIPMENT, MATERIAL, ETC. THAT IS BEING DEMOLISHED WILL BECOME THE PROPERTY OF THE
CONTRACTOR UNLESS OTHERWISE NOTED. ALL SUCH ITEMS WILL BE REMOVED FROM THE BUILDING SITE BY
THE CONTRACTOR IN A PROPER AND LEGAL MANNER. NO ITEM WHICH IS BEING REMOVED UNDER THE
DEMOLITION CONTRACT MAY BE REUSED UNDER THE NEW WORK CONTRACT UNLESS NOTED ON THE
DRAWINGS. ALL ITEMS TO BE TURNED OVER TO THE OWNER SHALL BE STORED PER THE OWNER'S
INSTRUCTION.
H. SEQUENCE OF ALL DEMOLITION WORK SHALL BE IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS
AND/OR AS DIRECTED BY THE ENGINEER. ALL SHUTDOWNS OF EXISTING SYSTEMS SHALL BE SCHEDULED AND
APPROVED BY THE OWNER.
I. COORDINATE USE OF THE BUILDING ELEVATORS AND ALL MATERIAL DELIVERIES WITH THE OWNER.
J. IF ANY ISOLATION VALVES SHOULD FAIL DURING DEMOLITION, OTHER THAN THOSE CALLED OUT TO BE
REPLACED, THIS CONTRACTOR SHALL REPAIR/REPLACE THE VALVE AND SUBMIT A CHANGE ORDER REQUEST
FOR APPROVAL.
K. THE CONTRACTOR PERFORMING THE DEMOLITION WORK SHALL REMOVE NO MORE THAN 8" OF BUILDING
MATERIAL AROUND EACH DEVICE BEING DEMOLISHED. PROVIDE PATCHING AS REQUIRED FOR FINISHED WORK.
THE CONTRACTOR SHALL OBTAIN APPROVAL FROM OWNER OR ENGINEER PRIOR TO PERFORMING REMOVAL
OF MATERIAL FROM EXISTING BUILDING CONSTRUCTION.
L. CONTRACTOR SHALL PROTECT ALL WINDOWS AND SURFACES DURING DEMOLITION. ANY COSTS INCURRED BY
DAMAGE FROM CUTTING TORCHES, SPARKS, HEAT, OR OTHER DEMOLITION PROCEDURES WILL NOT BE THE
RESPONSIBILITY OF THE OWNER.
M. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIAL REQUIRED TO PATCH ALL
OPENINGS IN EXISTING WALLS, FLOORS, AND FIRE SEPARATIONS CREATED BY THE REMOVAL OF EACH TRADE'S
MATERIAL AND EQUIPMENT WHERE THESE OPENINGS ARE NOT TO BE REUSED. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIR AT AREAS THAT MECHANICAL EQUIPMENT WAS REMOVED BACK TO ITS ORIGINAL
CONDITION INCLUDING ALL DRYWALL, PLASTER, PAINTING, ETC. CONTRACTOR SHALL EMPLOY TRADES
EXPERIENCED IN GENERAL CONSTRUCTION TO PATCH ALL OPENINGS. TOOTH IN MASONRY USING WHOLE
UNITS TO MATCH EXISTING MASONRY CONSTRUCTION.
N. EXISTING PLUMBING, ELECTRICAL, AND FIRE PROTECTION SYSTEMS NOT SHOWN SHALL REMAIN UNLESS
INDICATED TO BE DEMOLISHED ON THE MECHANICAL AND ELECTRICAL PLANS. INSTALLATION OF NEW
EQUIPMENT MAY NECESSITATE THE REROUTING OF EXISTING SYSTEMS TO REMAIN. COORDINATE WITH
ENGINEER AND OWNER.
GENERAL MECHANICAL DEMOLITION NOTES
1. DEMOLISH AND REMOVE EXISTING BRANCH DUCT WORK SERVING EXISTING WEST VESTIBULE SUPPLY GRILL AS
SHOWN TO ACCOMMODATE NEW DUCTWORK. EXISTING SUPPLY GRILLE TO REMAIN.
2. DEMOLISH EXISTING SUPPLY GRILLE. EXISTING SUPPLY PLENUM TO BE REPLACED FOR NEW DIFFUSER.
3. DEMOLISH AND REMOVE EXISTING SUPPLY DIFFUSERS (x32) MAIN SUPPLY DUCT SERVING BRIDGE. ALL HOT
WATER, CHILLED WATER PIPING TO REMAIN.
4. REMOVE EXISTING VAV BOXES AND RETURN TO OWNER FOR ATTIC STOCK. DEMOLISH AND REMOVE
ASSOCIATED DUCTWORK BACK TO MAIN AS SHOWN.
KEYED MECHANICAL DEMOLITION NOTES #
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
PIPE UNION
PIPE WELL
PSI PRESSURE GAUGE
PRESSURE/SAFETY RELIEF VALVE
PRESSURE REDUCING/REGULATING VALVE
PUMP
STRAINER
SUCTION DIFFUSER
TEST PLUG
r) THERMOMETER
THREE-WAY, MODULATING AUTOMATIC CONTROL
VALVE
THREE-WAY, TWO-POSITION AUTOMATIC CONTROL
VALVE
TRIPLE DUTY VALVE
TWO-WAY, MODULATING AUTOMATIC CONTROL VALVE
TWO-WAY, TWO-POSITION AUTOMATIC CONTROL VALVE
DUCTWORK
NEW DUCTWORK
EXISTING DUCTWORK TO REMAIN
EXISTING DUCTWORK TO BE DEMOLISHED
DIRECTION OF AIRFLOW
DDC THERMISTOR
TE
TT TW
T DDC OR STANDALONE PROGRAMMABLE THERMOSTAT
TYPE EQUIPMENT TAG
NUMBER
P
1
FLOOR DRAIN
POINT OF CONNECTION OF NEW TO EXISTING WORK
DPS DIFFERENTIAL PRESSURE SWITCH
DPT DIFFERENTIAL PRESSURE TRANSDUCER
TE TEMPERATURE ELEMENT
TT TEMPERATURE TRANSMITTER
TW TEMPERATURE WELL
VFD VARIABLE FREQUENCY DRIVE
3,3((/%2:'2:1$1' r+25,=217$/
Y-STRAINER CHECK VALVE
PIPE REDUCER/INCREASER TEE
PIPE TEE, FOUR-WAY, HORIZONTAL
FID FIRE DAMPER
AD ACCESS DOOR
RECTANGULAR EXHAUST/RETURN DUCTWORK DOWN
RECTANGULAR EXHAUST/RETURN DUCTWORK UP
RECTANGULAR SUPPLY DUCTWORK DOWN
RECTANGULAR SUPPLY DUCTWORK UP
ROUND DUCTWORK DOWN
ROUND DUCTWORK UP
DUCTWORK BREAK LINE (OR CONTINUATION)
FLEXIBLE DUCTWORK CONNECTION
FC
MANUAL VOLUME (OR BALANCING) DAMPER
VD
CO2 CARBON DIOXIDE DETECTOR/SENSOR
AUTOMATIC CONTROL (OR MOTOR OPERATED) DAMPER
GRILLE/REGISTER/DIFFUSER TAG
NECK SIZE
CFM SERVICE
TYPE
A 6x6 NK
100-S
PIPE BREAK
T STEAM TRAP
ANGLE VALVE
ACD AUTOMATIC CONTROL DAMPER
ACV AUTOMATIC CONTROL VALVE
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
AP ACCESS PANEL
APD AIR PRESSURE DROP
AS AIR SEPARATOR
ASU AIR SUPPLY UNIT
B BOILER
BAS BUILDING AUTOMATION SYSTEM
BASC BUILDING AUTOMATION SYSTEM CONTRACTOR
BFV BUTTERFLY VALVE
BFW BOILER FEED WATER
BHP BRAKE HORSEPOWER
BOD BOTTOM OF DUCT
BOI BOTTOM OF INSULATION
BOP BOTTOM OF PIPE
BT BUFFER TANK
BTU BRITISH THERMAL UNIT
BTUH BRITISH THERMAL UNIT PER HOUR
BV BALL VALVE
BWR BOILER WATER RETURN
BWS BOILER WATER SUPPLY
C COMMON
CBV CIRCUIT BALANCING VALVE
CC COOLING COIL
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CK GAS COCK
CKV CHECK VALVE
CO CLEANOUT
COND CONDENSATE
COP COEFFICIENT OF PERFORMANCE
CO2 CARBON DIOXIDE
CR CONDENSATE RETURN
CT COOLING TOWER
CU CONDENSING UNIT
CV CONVECTOR
CW COLD (OR CITY) WATER
CWR CONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D DRAIN
DB DRY BULB
DG DOOR GRILLE
DHW DOMESTIC HOT WATER
DHWR DOMESTIC HOT WATER RECIRCULATION
DN DOWN
DOAS DEDICATED OUTDOOR AIR SYSTEM
DS DUCT SLEEVE
DTR DUAL TEMPERATURE WATER RETURN
DTS DUAL TEMPERATURE WATER SUPPLY
-E EXHAUST
EA EXHAUST AIR
EAD EXHAUST AIR DAMPER
EAT ENTERING AIR TEMPERATURE
EBB ELECTRIC BASEBOARD
EC ELECTRICAL CONTRACTOR
ECM ELECTRONICALLY COMMUTATED MOTOR
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
EG ETHYLENE GLYCOL
EJ EXPANSION JOINT
ERCP ELECTRIC RADIANT CEILING PANEL
ESP EXTERNAL STATIC PRESSURE
ECUH ELECTRIC CABINET UNIT HEATER
ET EXPANSION TANK
EUH ELECTRIC UNIT HEATER
EWT ENTERING WATER TEMPERATURE
F FAHRENHEIT
FC FLEXIBLE CONNECTOR (OR CONNECTION)
FD FLOOR DRAIN
FCU FAN COIL UNIT
FID FIRE DAMPER
FSD FIRE/SMOKE DAMPER
FFA FROM FLOOR ABOVE
FFB FROM FLOOR BELOW
FLA FULL LOAD AMPS
FOB FLAT ON BOTTOM
FOT FLAT ON TOP
FPF FINS PER FOOT
FPI FINS PER INCH
FPM FEET PER MINUTE
FS FILL SYSTEM
FTR FINNED TUBE RADIATION
FV FACE VELOCITY
G GAS
GA GAUGE
GPM GALLONS PER MINUTE
GV GATE VALVE
HC HEATING COIL
HG HOT GAS
HP HORSEPOWER
HPS HIGH PRESSURE STEAM
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HX HEAT EXCHANGER
HZ HIGH ZONE
IPLV INTEGRATED PART LOAD VALUE
KG KEYED GUARD
KH KITCHEN HOOD
LAT LEAVING AIR TEMPERATURE
LPS LOW PRESSURE STEAM
LWT LEAVING WATER TEMPERATURE
LZ LOW ZONE
MAU MAKE-UP AIR UNIT
MBH MILLION BRITISH THERMAL UNITS PER HOUR
MC MECHANICAL CONTRACTOR
MCA MINIMUM CIRCUIT AMPACITY
MOCP MAXIMUM OVER-CURRENT PROTECTION
MOD MOTOR OPERATED DAMPER
MU MAKE-UP WATER
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NK NECK
NO NORMALLY OPEN
NPLV NONSTANDARD PART LOAD VALUE
NPSH NET POSITIVE SUCTION HEAD
NTS NOT TO SCALE
OA OUTDOOR AIR
OAD OUTDOOR AIR DAMPER
OSD OPEN SITE DRAIN
OS&Y OUTSIDE STEM AND YOKE
P PUMP
PD PRESSURE DROP
PG PROPYLENE GLYCOL
PHC PREHEAT COIL
PRD PRESSURE RELIEF DOOR
PRV PRESSURE REDUCING (OR REGULATING) VALVE
PS PIPE SLEEVE
PSI POUNDS PER SQUARE INCH
-R RETURN
RA RETURN AIR
RAD RETURN AIR DAMPER
RCP RADIANT CEILING PANEL
RF RETURN FAN
RHC REHEAT COIL
RL REFRIGERANT LIQUID
RPM REVOLUTIONS PER MINUTE
RS REFRIGERANT SUCTION
RTU ROOFTOP UNIT
RV RELIEF VALVE
-S SUPPLY
SA SUPPLY AIR
SAN SANITARY
SD SMOKE DAMPER
SEER SEASONAL ENERGY EFFICIENCY RATIO
SF SUPPLY FAN
SP STATIC PRESSURE
SS STAINLESS STEEL
SST SATURATED SUCTION TEMPERATURE
ST STORM
STM STEAM
STR STRAINER
SUH SUSPENDED UNIT HEATER
T THERMOSTAT
-T TRANSFER
TDH TOTAL DYNAMIC HEAD
TDV TRIPLE DUTY VALVE
TYP TYPICAL
TFA TO FLOOR ABOVE
TFB TO FLOOR BELOW
TSP TOTAL STATIC PRESSURE
UC UNDERCUT DOOR
UH UNIT HEATER
V VENT
VAV VARIABLE AIR VOLUME
VD VOLUME DAMPER
VFD VARIABLE FREQUENCY DRIVE
VTR VENT THROUGH ROOF
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
WL WALL LOUVER
WMS WIRE MESH SCREEN
WPD WATER PRESSURE DROP
VSD VARIABLE SPEED DRIVE
ABBREVIATIONS
SCOPE OF WORK
1. THIS PROJECT IS FOCUSED ON THE MECHANICAL RENOVATION OF THE EAST AND
WEST LOBBIES AND PEDESTRIAN BRIDGE, WHICH IS BEING CONVERTED TO ADDITIONAL
FITNESS SPACE. THE NEW MECHANICAL SYSTEMS ARE INTENDED TO MEET THE
CURRENT AND FUTURE NEEDS OF THE SPACES WITHIN SCOPE.
2. MECHANICAL:
2.1. DEMOLISH AND/OR RECONFIGURE EXISTING TERMINAL DEVICES, DUCTWORK AND
UNIT HEATERS AS SHOWN ON THE DRAWINGS TO ACCOMMODATE NEW LOBBY
DESIGN.
2.2. PROVIDE ADDITIONAL HEAT TO THE EAST AND WEST LOBBY VESTIBULES TO
ELIMINATE COLD DRAFTS BEING INTRODUCED INTO THE BUILDING.
2.3. INSTALL NEW RADIANT CEILING PANELS ABOVE THE RE-LOCATED SECURITY DESKS
TO PROVIDE ADDITIONAL HEAT TO OCCUPANTS.
2.4. REMOVE OR RECONFIGURE EXISTING FIN TUBE RADIATION CURRENTLY SERVING
THE CENTRAL BRIDGE TO ACCOMMODATE NEW BRIDGE DESIGN
2.5. INSTALL A NEW ROOFTOP ENERGY RECOVERY UNIT (ERV) AND VARIABLE
REFRIGERANT FLOW (VRF) SYSTEM TO PROVIDE HEATING, COOLING AND
VENTILATION TO THE CENTRAL BRIDGE.
2.6. PROVIDE NEW DUCTWORK AND PIPING DISTRIBUTION TO BOTH THE LOBBIES AND
CENTRAL BRIDGE.
2.7. PROVIDE CONTROLS ASSOCIATED WITH ALL NEW MECHANICAL EQUIPMENT.
CONTROLS WILL BE INTEGRATED INTO THE EXISTING BUILDING MANAGEMENT
SYSTEM (BMS).
3. ELECTRICAL
3.1. DEMOLISH AND REMOVE EXISTING POWER, LIGHTING, AND EMERGENCY EXIT
LIGHTING, FIRE ALARM AND DATA ASSOCIATED WITH EXISTING SECURITY DESK.
3.2. DEMOLISH AND REMOVE APPROPRIATE LOBBY LIGHTING TO ACCOMMODATE NEW
LOBBY DESIGN.
3.3. PROVIDE NEW RECEPTACLES, LIGHTING, EMERGENCY EXIT LIGHTING, FIRE ALARM
AND DATA AS REQUIRED TO ACCOMMODATE NEW SPACE LAYOUTS.
3.4. DEMOLISH AND REMOVE APPROPRIATE BRIDGE LIGHTING TO ACCOMMODATE NEW
LOBBY DESIGN.
3.5. PROVIDE NEW RECEPTACLES, LIGHTING, EMERGENCY EXIT LIGHTING AND FIRE
ALARM AS REQUIRED TO ACCOMMODATE NEW BRIDGE DESIGN.
4. FIRE PROTECTION
4.1. RECONFIGURE EXISTING SPRINKLER HEADS IN BOTH THE LOBBIES AND BRIDGE TO
ACCOMMODATE NEW SPACE LAYOUTS.
IMC MINIMUM VENTILATION REQUIREMENTS - BRIDGE
ROOM
NUMBER ROOM NAME
FLOOR
AREA
(SQ.FT.)
OCCUPAN
TS
EQUIPMENT
TAG
MINIMUM VENTILATION RATES (FROM IMC
TABLE 403.3) REQUIRED VENTILATION ACTUAL VENTILATION
OUTSIDE AIR
(CFM/PERSO
N)
OUTSIDE AIR
(CFM/SF)
EXHAUST AIR
(CFM/SF)
MAKE-UP AIR
(CFM)
EXHAUST AIR
(CFM)
MAKE-UP AIR
(CFM)
EXHAUST AIR
(CFM)
2200 PEDESTRIAN
TERRACE 2560 12 ERV-1 (NEW) 20 0.06 437 437 0 500 700
williams/associates/architects, ltd.
COPYRIGHT C 2017
GRAPHIC NORTH
ISSUE FOR BID - ISSUED 30 JUNE 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
M0.01
SUPPLY/RETURN/EXHAUST FAN
PROBE
PITOT
PARALLEL BLADE DAMPER
OPPOSED BLADE DAMPER
FILTER WITH DP
SERPENTINE
FILTER
VFD VARIABLE FREQUENCY DRIVE
BINARY INPUT
DDD PIPE ARROW
BINARY OUTPUT
WB ANALOG WET BULB TEMPERATURE INPUT
%RH ANALOG RELATIVE HUMIDITY INPUT
A ANALOG INPUT
T ANALOG TEMPERATURE INPUT
CFM ANALOG AIRFLOW INPUT
DPT ANALOG DIFFERENTIAL PRESSURE INPUT
Hz ANALOG FREQUENCY INPUT
PT ANALOG PRESSURE INPUT
MOD PROPORTIONAL FEEDBACK INPUT
CT ANALOG CURRENT INPUT
MS MULTI-STATE INPUT
NOTE:
NOT ALL SYMBOLS LISTED ABOVE MAY BE USED OR APPEAR ON
THIS DRAWING.
KW POWER INPUT
KWH ELECTRICAL USAGE INPUT
CO2 CO2 SENSOR
MOD ANALOG OUTPUT
BACNET BACNET PROTOCOL
NETWRK NETWORK CONNECTION
INTLK HARDWIRED INTERLOCK
CONTROLS DIAGRAM SYMBOLS Sheet List Table
Sheet Number Sheet Title
MECHANICAL
M0.01 MECHANICAL TITLE SHEET
MD1.01 DUCTWORK DEMOLITION
MD2.01 PIPING DEMOLITION
M1.01 DUCTWORK NEW WORK - FIRST FLOOR PLAN
M1.02 DUCTWORK NEW WORK - BRIDGE
M2.01 PIPING NEW WORK - FIRST FLOOR PLAN
M2.02 PIPING NEW WORK - SECOND FLOOR PLAN
M3.01 MECHANICAL DETAILS
M3.02 MECHANICAL DETAILS
M4.01 MECHANICAL SCHEDULES
M5.01 MECHANICAL SPECIFICATIONS
M5.02 MECHANICAL SPECIFICATIONS
ELECTRICAL
E0.01 ELECTRICAL TITLE SHEET
ED1.01 LIGHTING DEMOLITION - FIRST FLOOR PLAN
ED1.02 LIGHTING DEMOLITION - SECOND FLOOR PLAN
E1.01 LIGHTING NEW WORK - FIRST FLOOR PLAN
E1.02 LIGHTING NEW WORK - SECOND FLOOR PLAN
E2.01 POWER NEW WORK - FIRST FLOOR PLAN
E2.02 POWER NEW WORK - SECOND FLOOR PLAN
FIRE PROTECTION
FP0.01 FIRE PROTECTION TITLE SHEET
FPD1.01 FIRE PROTECTION DEMOLITION PLANS
FP1.01 FIRE PROTECTION NEW WORK PLANS
3'-0" 26'-1"
1
7
NEW FLOORING EXISTING FLOORING
RF-4
EXISTING FLOORING NEW FLOORING
RENOVATION
SECOND FLOOR- WEST BUILDING - TRACK ENTRANCE
SCALE: 1/8" = 1'-0"
R35'-1"
2'-6"
SEE DOOR SCHEDULE
4"
SEE DOOR SCHEDULE
EQ. EQ.
GLASS. TEMPERED.
ALUM.
SEE DOOR SCHEDULE
GLASS. TEMPERED.
ALUM.
PANIC HARDWARE.
3FORM PANEL. 1/4".
BACK TO BACK. SEE ID
SHEETS.
STAINLESS STEEL. TO
MATCH ADJACENT POSTS.
CONTINUOUS HINGE.
6:,1*
GLASS. TEMPERED.
STAINLESS STEEL. TO
MATCH ADJACENT POSTS.
CONTINUOUS HINGE.
6:,1*
PANIC HARDWARE.
LATCH.
STOPPER.
GLASS.
TEMPERED.
STOREFRONT
WINDOW SYSTEM.
ALUM.
GLASS.
TEMPERED.
STOREFRONT
WINDOW SYSTEM.
ALUM.
GLASS.
TEMPERED.
STOREFRONT
WINDOW SYSTEM.
ALUM.
GLASS.
TEMPERED.
STOREFRONT
WINDOW SYSTEM.
ALUM.
CLOSURE.
ALUMINUM. MATCH
WINDOW FRAME.
EXISTING
STOREFRONT
WINDOW SYSTEM.
STOREFRONT
WINDOW SYSTEM.
ALUM. TIE INTO
EXISTING
STOREFRONT
WINDOW SYSTEM.
SEE DETAIL.
DETAIL / SILL
DETAIL / SCALE: 1-1/2" = 1'-0" 9 ALUMINUM FRAME SCALE: 1-1/2" = 1'-0" 4
MULLIONS
ALUMINUM FRAME DETAIL
A9.1
24
DETAIL / SCALE: 1-1/2" = 1'-0" 14
HEAD
DETAIL / SCALE: 1-1/2" = 1'-0" 19 ALUMINUM FRAME DETAIL
JAMB
DETAIL / SCALE: 1-1/2" = 1'-0" 24 ALUMINUM FRAME DETAIL
JAMB AT EX. TRACK CURTAIN WALL
ALUMINUM FRAME DETAIL
DETAIL / SCALE: 1-1/2" = 1'-0" 10
INFILL FRAMING AT VESTIBULE
DETAIL / SCALE: 1-1/2" = 1'-0" 15 ALUMINUM FRAME DETAIL
INFILL FRAMING AT VESTIBULE
DETAIL ELEVATION / INFILL FRAMING AT VESTIBULE SCALE: 1" = 1'-0" 20 ALUMINUM FRAME DETAIL
ALUMINUM FRAME DETAIL
CONTRACTOR TO VERIFY IN FIELD
MASONRY COL TO MASONRY COL - CONTRACTOR TO VERIFY IN FIELD
CONTRACTOR TO
VERIFY IN FIELD
VIF VIF VIF
ȭ
ȭ
5/8" 3/4" 5/8"
EQ EQ
MDF.
STANCHION. (OFFSET
SLIGHTLY AS NEEDED.)
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
1/2" REVEAL.
PAINT. (PT-6).
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
3"
MAX
1/2" 3"
5/8"
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN WITH
STANCHION BY 3 FORM.
1/2" REVEAL. PAINT. (PT-6).
MDF.
MAX
2'-10"
ADJUSTABLE SHELVES.
PLASTIC LAMINATE.
1/2" SHELVES (TYP.)
(PL-1). PVC EDGE BAND
TO MATCH.
COUNTERTOP. WOOD, SOLID
SURFACE. (SSF-1).
TOE KICK. RUBBER
BASE. (RB-1).
2'-0"
0'-1 1/2"
BASE CABINET. PLASTIC
LAMINATE. (PL-1).
0'-2"
2X BLOCKING
AS REQ.
APRON. PLASTIC LAMINATE.
(PL-1).
BOLT TO
STRUCTURE
BEHIND VIA
ANGLE.
FIN. FLR.
3" 2'-4"
1'-11" 1/2"
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
12" DIA. CHUTE. 1/4" BEVEL.
SOLID SURFACE.
STORAGE CABINET. PLASTIC
LAMINATE. (PL-1). PVC EDGE
BAND TO MATCH.
MAX
2'-10"
2'-1"
PULL, MOCKETT DP55A.
STAINLESS STEEL.
CABINET INTERIOR:
MELAMINE BOARD.
LAUNDRY CADDY. BY
OWNER.
2X BLOCKING AS REQ.
TOE KICK. RUBBER BASE.
(RB-1). TOE KICK IS
INTEGRAL TO DOOR.
FIN. FLR.
1 1/2"
2'-7"
1'-9" 3"
4"
6" 6"
1/2"
STOPPER. PLASTIC LAMINATE.
(PL-1).
1'-0"
BOLT TO
STRUCTURE
BEHIND VIA ANGLE.
3/4"
A8.1
2
SIM
10
A8.1
9
A8.1
COUNTERTOP.
WOOD, SOLID
SURFACE. (SSF-1).
PLASTIC LAMINATE
ADJUSTABLE SHELVES
FOR TOWELS.
1/2" SHELVES (TYP.)
(PL-1). PVC EDGE BAND
TO MATCH.
PLASTIC LAMINATE
BASE CABINET. (PL-1).
PVC EDGE BAND TO
MATCH.
3'-0"
3'-0"
MAX
2'-10"
TOE KICK. RUBBER
BASE. (RB-1).
EQ EQ
PULL, MOCKETT DP55A.
STAINLESS STEEL.
0'-2" 0'-2" 2'-4 1/2" 0'-1 1/2"
LAUNDRY CADDY.
BY OWNERS.
4"
FIN. FLR.
SIDE PANELS. BOTH SIDES.
PLASTIC LAMINATE.
(PL-1) 1/2" REVEAL AT
COUNTERTOP. PAINT REVEAL.
(PT-6). ACCOMMODATE
THICKNESS OF RUBBER BASE
IN FRONT FOR OVERLAP.
TOE KICK. RUBBER
BASE. (RB-1).
2'-11" 2'-11" 2'-11"
3'-6"
SOLID SURFACE CAP. (SSF-1).
1/2" REVEAL. PAINT. (PT-6).
PLASTIC LAMINATE. (PL-1).
PRIVACY WALL. WOOD,
QUARTZ.(PL-1).
FIN. FLR.
3'-4" 1/2" 1 1/2"
SOLID SURFACE CAP. (SSF-1).
3 FORM. 5/8" W/
MIRROR BACKING.
(3F-X). FASTEN WITH
STANCHION BY 3
FORM.
SUPPORT WALL REVEAL.
PLYWOOD. 3/4". (PT-X).
3'-4" 1/2" 1 1/2"
2'-11" 2'-11" 2'-11"
WOOD, QUARTZ. MITER
EDGES. (QZ-1).
3'-6"
FIN. FLR.
SUPPORT PANEL.
PLASTIC LAMINATE.
(PL-1).
TRANSACTION COUNTER.
WOOD, QUARTZ. (QZ-1).
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
3'-0"
SUPPORT WALL.
MDF. 3/4" PAINT
BLACK. (PT-1) ON
SIDE OF 3 FORM.
PLASTIC LAMINATE
(PL-1) ON INTERIOR
OF DESK.
3 FORM. 5/8" W/ MIRROR 1'-5" 1'-6"
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
1"
2'-8 1/2" 1 1/2"
MAX
2'-10"
3"
3/4"
3/4" 3/4"
INSET WOOD SUPPORT/ TOP.
SOLID SURFACE OR QUARTZ.
1/4" BULLNOSE.
SECTION/ PRIVACY WALL SCALE: 3/4" = 1'-0" 1
DETAIL/ COUNTERTOP SCALE: 6" = 1'-0" 2
DETAIL/ PLASTIC LAMINATE SCALE: 12" = 1'-0" 3
DETAIL/ BASE OF CABINETS - TOE KICKS SCALE: 6" = 1'-0" 4
DETAIL/ COUNTER @ 3 FORM TYP. SCALE: 6" = 1'-0" 5
SECTION/ 3 FORM END CAP SCALE: 6" = 1'-0" 6
DETAIL/ 3 FORM REVEAL SCALE: 6" = 1'-0" 7
SECTION/ TOWEL STORAGE SCALE: 1" = 1'-0" 9
SECTION/ TOWEL DROP CABINET SCALE: 1" = 1'-0" 10
INT. ELEV./ TOWEL STATION - BRIDGE SCALE: 1/2" = 1'-0" 8
DISPENSE & DROP.
ARCHITECTS
ARCHITECTS PLANNERS
WILLIAMS
Phone 630-221-1212 / Fax 630-221-1220
500 Park Boulevard, Suite 800, Itasca, IL 60143
revised
waa no
date
drawn
checked
williams/associates/architects, ltd.
COPYRIGHT C 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
2016-060
30 JUNE 2017
NLC / JCS / AMZ
FP / NLC / CAK
ISSUED FOR BID
GRAPHIC NORTH
A8.1
DETAILS
INT. ELEV./ PRIVACY WALL ( FROM BEHIND MAIN DESK) SCALE: 3/4" = 1'-0" 11
INT. ELEV./ PRIVACY WALL (FROM RAMP) SCALE: 3/8" = 1'-0" 12
SECTION/ EAST DESK - ADA COUNTER FACING 3 FORM SCALE: 3/4" = 1'-0" 13
DETAIL/ MAIN DESK - ADA APRON SCALE: 6" = 1'-0" 14
WOOD, QUARTZ.
(QZ-1).
3'-0 1/2"
9
A8.0
FIN. FLR.
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
3 FORM. 5/8" W/
MIRROR BACKING ON
RETURN. (3F-1).
FASTEN WITH
STANCHION BY 3
FORM.
2'-5"
1/2"
2'-5"
2"
6
A8.1
13
A8.1
A8.0
2
A8.0
7
7'-0" 6'-5"
1'-4"
A8.0
1
8
A8.0
3'-0"
1'-7" 1'-5"
5'-0"
3
A8.0
4
A8.0
10
A8.0
3'-0" 5'-9"
G
G
G
4" 1'-0" 2'-0"
9
A8.0
ALIGN
13
A8.1
11'-0" 9'-4"
1'-5" 2'-0"
A8.0
11
A8.0
19
A8.0
18
A8.0
x
A8.0
23
13
A8.0
15
A8.0
14
A8.0
SERVICE
COUNTER.
12
G
3'-5 1/2"
10'-1"
1'-8" 3 1/2" 1'-5"
25
A8.0
24
A8.0
25
A8.0
SIM.
5"
N
20'-4"
3'-1"
HOLD.
5'-1"
GROMMET BY
MOCKETT.
TYP.
G
G
G
G
G
G
4 1/2"
9 1/4"
4'-0"
1'-5"
TYP.
4"
TYP.
4"
20
A8.0
COUNTER SUPPORT.
STEEL. HSS 2" X 2" x 1/4"
SUPPORT BRACKET.
GRIND EXPOSED EDGES
SMOOTH.
COUNTER SUPPORT.
STEEL. HSS 2" X 2" x 1/4"
SUPPORT BRACKET.
GRIND EXPOSED EDGES
SMOOTH.
A8.1
6
SIM
G
2'-11" 2'-11" 2'-11"
5"
7"
G
G
1
0
A8.1
11
A8.1
12
5"
173.0°
175.9°
2'-6"
3" 1'-5"
3'-3" 3'-3"
15
A8.0
TRANSACTION COUNTERTOP.
WOOD, QUARTZ. (QZ-1).
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN WITH
STANCHION BY 3 FORM.
COUNTERTOP. SOLID
SURFACE. (SSF-1).
13
A8.0
TYP.
4"
3'-5" 3'-5" 3'-5"
1/2" 1/2" 2"
3'-2"
1/2"
3'-2"
1/2"
3'-2"
PRIVACY WALL.
WOOD, QUARTZ.
(QZ-1). SEE 1/A8.1.
3 FORM. 5/8" W/ MIRROR BACKING
ON RETURN. (3F-1). FASTEN WITH
STANCHION BY 3 FORM.
11'-0"
20'-4"
9'-4"
FIN. FLR.
20
A8.0
14
A8.0
4"
ADA COUNTER.
5"
11"
2'-7" 3"
MAX
2'-10"
10'-1"
25
A8.0 OPEN TOWEL STORAGE W/
ADJUSTABLE SHELVES.
PLASTIC LAMINATE. (PL-1).
PVC EDGE BANDING TO
MATCH.
COUNTERTOP.
WOOD, SOLID
SURFACE.
(SSF-1).
STORAGE CABINET.
LOCKABLE. BOTH SIDES.
ADJUSTABLE SHELVES.
PLASTIC LAMINATE. (PL-1).
PVC EDGE BANDING TO
MATCH.
3'-5" 3'-3" 3'-5"
TOE KICK. RUBBER
BASE. (RB-1). ON FACE
ONLY. DO NOT TURN
ONTO SIDE PANELS.
24
A8.0
25
A8.0
SIM.
HARDWARE BY
MOCKETT. TYPICAL.
(1) SHELF (1) SHELF
(2) SHELVES
FIN. FLR.
5 1/2" 2'-6" 7'-1 1/2"
POWER &
DATA ACCESS.
4" 2'-4" 1 1/2"
MAX
2'-10"
SIDE PANELS.
BOTH SIDES.
PLASTIC
LAMINATE.
(PL-1). 1/2"
REVEAL AT
COUNTERTOP.
PAINT REVEAL.
(PT-6).
ACCOMMODATE
THICKNESS OF
RUBBER BASE IN
FRONT FOR
OVERLAP.
TV BY
OWNER.
ACCESS PANEL
BEHIND SHELVING.
6"
10'-1"
LATERAL FILE. LOCKABLE.
PLASTIC LAMINATE. (PL-1).
PVC EDGE BANDING TO
MATCH. W/ HANGING
RAILS.
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
STORAGE CABINET W/
DRAWER. LOCKABLE. PLASTIC
LAMINATE. (PL-1). PVC EDGE
BANDING TO MATCH. SOFT
CLOSE.
0'-1 1/2"
FIN. FLR.
MAX
2'-10"
4" 2'-5"
EQ EQ
4" 1'-10" 6"
TV BY
OWNER.
(2) LAT. FILES (2) LAT. FILES
(1) DRAWER
(1) SHELF
24
A8.0
25
A8.0
TV STAND. WOOD,
PLASTIC
LAMINATE. (PL-1).
ALL SIDES / TOP.
SIDE PANELS. BOTH
SIDES. PLASTIC
LAMINATE.
(PL-1). 1/2" REVEAL AT
COUNTERTOP. PAINT
REVEAL. (PT-6).
ACCOMMODATE
THICKNESS OF
RUBBER BASE IN
FRONT FOR OVERLAP.
TOE KICK.
RUBBER BASE.
(RB-1). ON FACE
ONLY. DO NOT
TURN ONTO SIDE
PANELS.
3'-5" 3'-3" 3'-5"
7'-1 1/2" 2'-6" 5 1/2"
25
A8.0
SIM.
(3) CASH DRAWER. BY OWNER. PRINTER CABINET. (PL-1).
OPEN SHELF FOR RECEIPT
PRINTER.(PL-1).
MAX
2'-10"
13
A8.0
14
A8.0
5'-0"
15
A8.0
COUNTERTOP.
WOOD, SOLID
SURFACE.
(SSF-1).
TRANSACTION
COUNTER.
QUARTZ. (QZ-1).
PRIVACY WALL.
WOOD,
QUARTZ. (QZ-1).
4'-0" 3/4" 5'-0" 8" 4'-6" 2'-0" 4'-0" 5"
DESK INTERIOR. PLASTIC
LAMINATE. TYP. ALL
AROUND. (PL-1).
SUPPORT PANEL.
PLASTIC LAMINATE.
(PL-1).
FIN. FLR.
6"
20
A8.0
A8.1
1
SIM
PRIVACY WALL.
QUARTZ. (QZ-1).
SEE 1/A8.1.
LATERAL FILES.
SEE 25/A8.0.
COUNTER. WOOD,
SOLID SURFACE.
(SSF-1).
TRANSACTION
COUNTERTOP, WOOD,
QUARTZ. (QZ-1).
3 FORM. 5/8" W/
MIRROR BACKING.
(3F-1). FASTEN
WITH STANCHION
BY 3 FORM.
COUNTERTOP.
WOOD, SOLID
SURFACE. (SSF-1).
MAX
2'-10"
SIDE PANELS. BOTH
SIDES. PLASTIC
LAMINATE.
(PL-1). 1/2" REVEAL AT
COUNTERTOP. PAINT
REVEAL. (PT-6).
ACCOMMODATE
THICKNESS OF
RUBBER BASE IN
FRONT FOR OVERLAP.
HOLD
5'-1" 1'-8" 3 1/2" 1'-5" TV STAND . SEE
25/ A8.0. PLASTIC
LAMINATE. (PL-1).
A8.1
6
FIN. FLR.
1'-5" 2'-0"
4"
2'-10" 8"
3'-6"
3'-6"
MAX
2'-10"
6'-5" 7'-0"
8
A8.0
3
A8.0
10
A8.0
TRANSACTION
COUNTERTOP. WOOD,
QUARTZ.
(QZ-1).
4
A8.0
COUNTERTOP. WOOD,
SOLID SURFACE.
(SSF-1).
5"
1 1/2"
9 1/2"
3 FORM. 5/8" W/
MIRROR BACKING.
(3F-1). FASTEN WITH
STANCHION BY 3
FORM.
13'-5"
2'-8 1/2"
3 FORM. 5/8" W/ MIRROR
BACKING ON RETURN. (3F-1).
FASTEN WITH STANCHION BY 3
FORM.
EQ 1/2" EQ 1/2" EQ 1/2" EQ
FIN. FLR.
2X BLOCKING AS
REQUIRED.
3/4" THK P-LAM SHELF ON
PULL-OUT SHELF ON GLIDE
SYSTEM. ROUTED PULL.
(PL-1). ALL AROUND.
ADJUSTABLE SHELVES.
PLASTIC LAMINATE.
1/2" SHELVES (TYP.)
(PL-1). PVC EDGE BAND
TO MATCH.
3'-0"
MAX
2'-10"
COUNTERTOP. WOOD,
SOLID SURFACE.
(SSF-1).
CASH DRAWER. BY OWNER.
WIRE MANAGEMENT
GROMMET. DOUG MOCKETT
EDP PLASTIC TYP.
COORDINATE FINAL LOCATION
W/ OWNER.
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
FIN. FLR.
TOE KICK. RUBBER
BASE. (RB-1).
TYPICAL. ON FACE
ONLY. DO NOT TURN
ONTO SIDE PANELS.
4" 1'-11" 6"
2" 1'-10" 11"
2'-11"
SUPPORT WALL. MDF.
3/4". PAINT WALL (PT-6).
ON SIDE OF 3 FORM.
A8.1
5
SIM
1"
PRINTER. BY OWNER.
2X BLOCKING AS
REQUIRED.
3/4" THK P-LAM PULL-OUT
SHELF ON GLIDE SYSTEM.
ROUTED PULL.
(PL-1). ALL AROUND.
PRINTER. BY OWNER.
ADJUSTABLE SHELVES.
PLASTIC LAMINATE. 1/2"
SHELVES (TYP.) ALL AROUND.
(PL-1). PVC EDGE BANDING TO
MATCH.
CASH DRAWER. BY OWNER.
2"
COUNTERTOP. SOLID
SURFACE. (SSF-1).
TRANSACTION
COUNTERTOP. WOOD,
QUARTZ. MITER CORNERS.
ALL AROUND.
(QZ-1).
MAX
2'-10"
3'-6"
11"
1'-5" 2'-0"
TOE KICK. RUBBER BASE.
(RB-1). TYPICAL ON FACE
ONLY. DO NOT TURN
ONTO SIDE PANELS.
11"
4" 1'-10" 6" 1 1/2"
1'-10 1/2"
3 FORM. 5/8" W/
MIRROR
BACKING. (3F-1).
FASTEN WITH
STANCHION BY
3 FORM.
FIN. FLR.
WIRE MANAGEMENT
GROMMET. DOUG MOCKETT
EDP PLASTIC TYP.
COORDINATE FINAL LOCATION
W/ OWNER.
1" 2'-5" 1/2"
3"
SUPPORT WALL.
MDF. 3/4" PAINT.
(PT-6) ON SIDE
OF 3 FORM.
3"
COUNTERTOP. WOOD,
SOLID SURFACE.
(SSF-1).
HOLD
1'-5"
PLASTIC LAMINATE.
(PL-1). ALL AROUND.
3'-1"
WIRE MANAGEMENT
GROMMET. DOUG
MOCKETT EDP PLASTIC
TYP. COORDINATE FINAL
LOCATION W/ OWNER.
HOLD
1'-5"
2'-8 1/2" 1 1/2"
MAX
2'-10"
FIN. FLR.
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
SIDE PANELS. BOTH
SIDES. PLASTIC
LAMINATE.
(PL-1). 1/2" REVEAL AT
COUNTERTOP. PAINT
REVEAL. (PT-6).
SUPPORT WALL. MDF.
3/4". PAINT. (PT-6). ON
SIDE OF 3 FORM. PLASTIC
LAMINATE. (PL-1). ON
INTERIOR OF DESK.
1"
COUNTER SUPPORT.
STEEL. HSS 2" X 2" x 1/4"
SUPPORT BRACKET.
GRIND EXPOSED EDGES
SMOOTH. PROVIDE AS
NOTED.
A8.1
14
SIM
A8.1
6
SIM
3"
3"
1'-0"
2'-6"
3 FORM . 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
A8.1
14
SIM
2X BLOCKING AS
REQUIRED.
COUNTERTOP.
WOOD, SOLID
SURFACE. (SSF-1).
ADJUSTABLE SHELVES.
PLASTIC LAMINATE. 1/2"
SHELVES(TYP.) (PL-1).
PVC EDGE BANDING TO
MATCH.
TOE KICK. RUBBER
BASE. (RB-1).
TYPICAL. ON FACE
ONLY. DO NOT TURN
ONTO SIDE PANELS.
3/4" MDF SUPPORT
WALL. PAINT. (PT-6). ON
SIDE OF 3 FORM.
0'-4" 2'-6"
MAX
2'-10"
2"
FIN. FLR.
1'-5"
3'-1"
1'-5" 3" 1'-2 1/2"
1/2"
1" 2'-6" 3"
2X BLOCKING AS
REQUIRED.
1'-2"
1'-10"
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
TRANSACTION
COUNTERTOP BEYOND.
WOOD, QUARTZ. (QZ-1).
11"
1" 2'-7" 1/2"
1'-2"
3 FORM. 5/8" W/
MIRROR BACKING.
(3F-1). FASTEN WITH
STANCHION BY 3
FORM.
4"
FIN. FLR.
3'-6"
MAX
2'-10"
TOE KICK. RUBBER BASE.
(RB-1).
CABINET W/ PAPER FILES
DRAWERS. PLASTIC
LAMINATE. (PL-1). W/
HANGING RAILS. INT.
MELAMINE. PVC EDGE
BAND TO MATCH.
3'-0"
2'-11"
1/2" 2'-11" 1/2"
1 1/2" 8"
1 1/2"
2"
PULL, MOCKETT DP55A.
STAINLESS STEEL.
3" 3"
4"
2'-1"
SUPPORT WALL. MDF.
3/4" PAINT. (PT-6) ON
SIDE OF 3 FORM.
2X BLOCKING AS
REQUIRED.
COUNTERTOP. WOOD, SOLID
SURFACE. (SSF-1).
TRANSACTION
COUNTERTOP. WOOD,
QUARTZ. MITER CORNERS.
ALL AROUND.
(QZ-1).
3'-6"
9 1/2"
1'-4" 2'-0"
11"
3 FORM. 5/8" W/
MIRROR BACKING.
(3F-1). FASTEN WITH
STANCHION BY 3
FORM.
WIRE MANAGEMENT
GROMMET. DOUG MOCKETT
EDP PLASTIC TYP.
COORDINATE FINAL
LOCATION W/ OWNER.
1" 2'-7" 1/2"
3" 3"
4" 2'-1"
3'-4"
MAX
2'-10"
FIN. FLR.
A8.1
5
SIM
SUPPORT WALL. MDF.
3/4" PAINT. (PT-6) ON
SIDE OF 3 FORM.
STORAGE CABINET W/
ADJUSTABLE SHELF. PLASTIC
LAMINATE. (PL-1). PVC EDGE
BANDING TO MATCH. INT.
MELAMINE.
1'-2" 1'-2"
0'-4"
COUNTERTOP. WOOD, SOLID
SURFACE. (SSF-1).
MAX
2'-10"
PULL, MOCKETT DP55A.
STAINLESS STEEL.
LATERAL FILE.
PLASTIC
LAMINATE. (PL-1).
W/ HANGING
RAILS. PVC EDGE
BANDING TO
MATCH. INT.
MELAMINE.
1'-3" 2"
3 1/2"
2" 1'-6"
1/2" 1'-8"
3 1/2"
1'-4" 1/2"
FIN. FLR.
3'-0"
1 1/2"
4" 2'-4"
1 1/2"
2X BLOCKING AS REQUIRED.
POWER & DATA ACCESS.
COORDINATE WITH ELECTRICAL.
TV STAND SUPPORT. 2X.
BRACE THROUGH CENTER OF
CABINET. CANTILEVER
VERTICALLY.
STRUCTURE FOR
FLUSH TV MOUNTS.
TV. BY OWNER. MOUNTED
TO EACH SIDE OF STAND.
VERIFY POWER & DATA.
COORDINATE W/ OWNER.
TOE KICK. RUBBER BASE.
(RB-1). TYPICAL. ON FACE
ONLY. DO NOT TURN ONTO
SIDE PANELS.
TV STAND. ONE SIDE OF
UNIT. WOOD, PLASTIC
LAMINATE. (PL-1). ALL SIDES
AND TOP.
4
ACCESS PANEL.
1'-8" 3 1/2"
COUNTERTOP. WOOD, SOLID
SURFACE. (SSF-1)
ADJUSTABLE SHELVES. PLASTIC
LAMINATE .1/2" SHELVES (TYP.) (PL-1).
PVC EDGE BANDING TO MATCH.
STORAGE CABINET
W/ DRAWER.
PLASTIC LAMINATE.
LOCKABLE. (PL-1).
TOE KICK. RUBBER BASE.
TYPICAL. (RB-1).
CABINET INTERIOR:
MELAMINE BOARD.
2X BLOCKING AS REQ.
4" 1'-10" 6 1/2" 1 1/2"
FIN. FLR.
PULL, MOCKETT
DP55A.
STAINLESS
STEEL.
OPEN TOWEL STORAGE. PLASTIC
LAMINATE. SOFT CLOSE. ADJUSTABLE
SHELVES. (PL-1). PVC EDGE BANDING
TO MATCH.
2'-8 1/2" 1 1/2"
2" 1'-6"
3 1/2"
1'-3"
WIRE MANAGEMENT GROMMET. DOUG
MOCKETT EDP. BLACK PLASTIC.
TYPICAL. COORDINATE FINISH
LOCATION WITH OWNER.
1/2"
3'-5 1/2"
ACCESS PANEL AS REQ. MELAMINE.
2"
1'-5"
A8.1
2
SIM
TYP.
2X BLOCKING AS
REQUIRED.
TRANSACTION
COUNTERTOP BEYOND.
WOOD, QUARTZ.
(QZ-1)
SUPPORT PANEL
BEYOND. PLASTIC
LAMINATE.
(PL-1)
COUNTERTOP.
WOOD, SOLID
SURFACE.
(SSF-1)
3"
MAX
2'-10"
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
11"
1 1/2"
3'-0"
WIRE MANAGEMENT
GROMMET. DOUG MOCKETT
EDP PLASTIC TYP.
COORDINATE FINAL LOCATION
W/ OWNER.
FIN. FLR.
A8.1
5
SIM
3 1/2"
SUPPORT WALL. MDF.
3/4" PAINT. (PT-6) ON
SIDE OF 3 FORM.
2'-8 1/2"
SUPPORT PANEL.
PLASTIC LAMINATE.
(PL-1).
FIN. FLR.
TRANSACTION COUNTER.
WOOD, QUARTZ. (QZ-1).
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
MAX
2'-10"
3'-0"
1 1/2"
3'-6"
SUPPORT WALL. MDF.
3/4" PAINT. (PT-6) ON SIDE
OF 3 FORM. PLASTIC
LAMINATE (PL-1) ON
INTERIOR OF DESK.
1'-6" 1'-5" 3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
1"
1/2"
3 1/2"
3'-1"
2'-3"
CASH DRAWER. BY OWNER.
COUNTERTOP. WOOD,
SOLID SURFACE. (SSF-1).
TRANSACTION
COUNTERTOP. WOOD,
QUARTZ. (QZ-1).
CABINET BEYOND. PLASTIC
LAMINATE. (PL-1).
SUPPORT WALL. MDF. 1/2".
PAINT. (PT-6). ON SIDE OF 3
FORM. PLASTIC LAMINATE
(PL-1). ON INTERIOR OF
DESK.
3 FORM. 5/8" W/ MIRROR
BACKING. (3F-1). FASTEN
WITH STANCHION BY 3
FORM.
1" 2'-5 1/2"
FIN. FLR.
4"
6" 1 1/2"
1'-5"
MAX
2'-10"
1'-5" 3" 1'-5"
3'-1"
2"
2'-0"
A8.1
14
SIM
ARCHITECTS
ARCHITECTS PLANNERS
WILLIAMS
Phone 630-221-1212 / Fax 630-221-1220
500 Park Boulevard, Suite 800, Itasca, IL 60143
revised
waa no
date
drawn
checked
williams/associates/architects, ltd.
COPYRIGHT C 2017
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
ENTRANCE AND FITNESS EXPANSION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
ISSUED FOR BID - ISSUED 30 JUNE 2017
2016-060
30 JUNE 2017
NLC / JCS / AMZ
FP / NLC / CAK
ISSUED FOR BID
INT. ELEV./ EAST DESK (SIDE) SCALE: 3/8" = 1'-0" 7 INT. ELEV./ EAST DESK (BEHIND) SCALE: 3/8" = 1'-0" 2
ENLARGED PLAN/ EAST DESK SCALE: 1/4" = 1'-0" 6
ENLARGED PLAN/ MAIN DESK SCALE: 1/2" = 1'-0" 17
INT. ELEV./ MAIN DESK (FRONT) SCALE: 1/4" = 1'-0" 11
INT. ELEV./ SERVICE COUNTER (FACING PUBLIC) SCALE: 1/2" = 1'-0" 19
INT. ELEV./ SERVICE COUNTER (FACING MAIN DESK) SCALE: 1/2" = 1'-0" 18
INT. ELEV./ MAIN DESK (BEHIND) SCALE: 1/4" = 1'-0" x
INT. ELEV./ MAIN DESK & SERVICE COUNTER (SIDE) SCALE: 1/4" = 1'-0" 23
INT. ELEV./ EAST DESK (FRONT) SCALE: 3/8" = 1'-0" 1
SECTION/ EAST DESK - PRINTER CABINET SCALE: 3/4" = 1'-0" 10
SECTION/ MAIN DESK - PRINTER CABINET SCALE: 3/4" = 1'-0" 13
SECTION/ MAIN DESK - ADA COUNTER SCALE: 3/4" = 1'-0" 15
SECTION/ MAIN DESK - RECEIPT CABINET SCALE: 3/4" = 1'-0" 14
SECTION/ EAST DESK - FILE CABINET SCALE: 3/4" = 1'-0" 8 SECTION/ EAST DESK -TRANSACTION COUNTER SCALE: 3/4" = 1'-0" 3
SECTION/ SERVICE COUNTER - TV STAND / CABINETS SCALE: 3/4" = 1'-0" 25
SECTION/ SERVICE COUNTER - CABINET/ OPEN STORAGE SCALE: 3/4" = 1'-0" 24 SECTION/ EAST DESK - SUPPORT PANEL SCALE: 3/4" = 1'-0" 4
12
GENERAL NOTES:
1. ALL UNDER COUNTER CABINETS/ SHELVING SHOULD BE ADJUSTABLE.
2. PROVIDE ALL CABINET HARDWARE AS MANUFACTURED BY MOCKETT NO. DP55A-SSS.
3. PROVIDE CONTINUOUS HINGE AT COUNTER CABINETS.
4. FINISH INTERIORS OF CABINETS AND DESK. P-LAM. (PL-1) TYPICAL. IF ENCLOSED, MELAMINE.
5. ALL PLASTIC CABINETS TO HAVE MATCHING PVC EDGE BANDING.
6. STANCHION BY 3 FORM TO BE: 1" POINT SUPPORT.
SECTION/ EAST DESK - ADA FACING TRANSACTION COUNTER SCALE: 3/4" = 1'-0" 9
SECTION/ MAIN DESK - ADA FACING TRANSACTION COUNTER SCALE: 3/4" = 1'-0" 20
GRAPHIC NORTH
A8.0
MILLWORK
NORTH
R: 136'-6"
A8.1
T
T
T
T
T T
T T
T
T (E)
T
T T
T T
T T
T T
2'-8"
1'-9"
2'-0"
5'-11"
TO 8'-2"
AFF
TO B/
SOFFIT
DEMOLITION KEYNOTES 2
A1.1A
5
D6
A2
A1
D6
A2
A1.1A
5
A2
A1
A18
D1
D3
D6
A2
A1
A7 A6
8'-2"
A5
A4
A1
T
T
T T
T T
T T T T T
A2
A1
A7
D1
D2
D3
D4
D8
A6
A2
A1
A6
D6
D7
D8
A1
A4
A5
D5
A18
A15
D8
TYP
D10
100%
3'-0"
4" 5'-0"
A10
TYP OF 2
A10
A21
100%
A1
A9
A11
A15
FLR MTD
POWER STRIPS
A11
A15
EQ EQ
A8
100% -
SEE INTERIORS
FOR COLOR.
PAINT
STRUCTURAL
BEAMS,
COLUMNS AND
BRACING GRAY
TO MATCH
EXISTING
ADJACENT
STRUCTURE.
A22
FAN
A22
FAN
A22
FAN
A22
FAN
SCALE: 1/8" = 1'-0"
BRIDGE
SEE MECH DWGS
SEE MECH DWGS
A2.1
10
OPEN
6'-0" 6'-0"
2'-9"
1'-8"
6'-0"
12'-0"
5'-0"
4'-2"
14'-7"
3'-10 1/2"
ALIGN
15'-0"
ALIGN
9'-5"
R151'-5"
1'-6 1/2"
EL= +9'-0"
B/ GYP BD SOFFIT
4'-8"
ALIGN
DEMOLITION KEYNOTES 2
A1.2
19
TYP
A14
A12
A13
A14
A12
A14
A12
A13
A17
A14
A15
TYP OF 7
A22
A16
D8
TYP OF 3
D10
APPROX
300 SF
D12
D13
A13
A12
D11
A22
PAINT
SIDES &
BOT. TO
MATCH EX.
ADJ.
SOFFIT.
(GRAY)
1'-5"
6'-0"
D18
D8
A7
A25
A8.0
6
1'-6"
2"
3'-2"
5"
3'-2"
5"
3'-2"
5"
3'-2"
5"
2"
ȭ
DESK
ȭ ȭȭ
ȭȭ
ȭȭ
ȭȭ
A1.2
24
3 1/2"
2" 2'-0" 3'-2" 5"
ȭ ȭ ȭȭ
A1.1A
20
TYP
A1.1A
15
TYP
A12
D14
D14
D14
D14
A13
D14
7'-4" MIN. HEADROOM
TO B/ SIGNAGE
A14
A19
A19
7'-4" MIN HEADROOM
TO B/ SIGNAGE
A1.1A
25
INT ELEV / RAMP GUARDRAIL
WEST BUILDING FRONT ENTRANCE
D14
A13
D3
NEW GUARDRAIL EXISTING GUARDRAIL
SCALE: 1/4" = 1'-0" 19
SCALE: 1/4" = 1'-0" 18
3'-7"
5"
3'-2"
5"
5"
1'-2 1/2"
5" 5"
3'-2"
5"
3'-2"
5"
3'-2"
5"
3'-2"
6 1/2"
5 1/2"
ȭ
ȭ
ȭ ȭ
ȭ
ȭ
ȭȭ
ȭȭ ȭ
ȭ
ȭ
ȭ
ȭ ȭ ȭ
ȭ
ȭ
3
'-7"
5"
5"
3'-7"
5"
3'-7"
5"
CORNER OF NEW DESK
ȭ
ȭ ȭ
ȭ
ȭ
ȭ
ȭ ȭ
ȭ
6"
6"
3'-7"
6"
3'-7"
6"
3'-7"
6"
6"
PLAN DETAIL / GUARDRAILS
N
ȭ
ȭ
ȭ
ȭ
ȭ
ȭ
ȭȭ
6"
3'-7"
5"
ȭ
ȭ
ȭ
3'-7"
1'-11"
ȭ ȭ
10 1/2"
ȭ
ȭ
LAYOUT
PLAN DETAIL / GUARDRAILS AND GATES
PLAN DETAIL / GUARDRAILS AND GATES SCALE: 1/4" = 1'-0" 23 LAYOUT
LAYOUT
5" 3'-7" 7"
5"1'-0" 3'-2" 10"
5"
5" 1'-4"
7"
ȭȭ ȭ
ȭȭ ȭ ȭ ȭȭ
ȭȭ ȭ
5'-5 1/2"
1'-4 1/2"
3'-0"
LANDING RAMP
PLAN DETAIL / GUARDRAILS AND GATES SCALE: 1/4" = 1'-0" 24
LAYOUT AT DESK
4 1/2"
1'-1 1/2"
3'-2"
1'-1 1/2"
4 1/2"
5"
ȭ ȭ
ȭ
ȭ
ȭ
3'-2" 1'-1"
1'-9"
ȭ
ȭ ȭ
ȭ
ȭ
6"
ȭ
TYP OF 5
D8
D10
D13
D12
A20
A15
A14
A17
A16
A23 BOTH
SIDES
23'-5"
6'-4"
4'-0"
22'-2"
D18
A24
A7
A25
TYP OF 4
A22
DETAIL/ SCALE: 1-1/2" = 1'-0" 15 ARCHITECTURAL FINISH NOTES 5
NEW FEATURE WALL
DETAIL/ SCALE: 1-1/2" = 1'-0" 20 MASONRY DOOR JAMB RETROFIT DETAIL
NEW FEATURE WALL
DETAIL/ SCALE: 1-1/2" = 1'-0" 25 MASONRY DOOR LINTEL RETROFIT DETAIL
NEW FEATURE WALL
MASONRY END RETROFIT DETAIL
A9.1
15
A9.1
10
9
A1.1B
16'-0"
12'-2" HORIZ.
D19
A27
A8.0
17
A1.1B
18
A1.1B
19
A1.1B
23
A1.1B
24
DEAD LOAD 25 psf
LIVE LOAD 20 psf
SNOW LOADS
GROUND SNOW - 20 PSF
IMPORTANCE FACTOR - 1.1
GENERAL
THE STRUCTURAL FRAMING INDICATED ON THE FOLLOWING STRUCTURAL DOCUMENTS ARE TENANT
IMPROVEMENTS TO AN EXISTING STRUCTURE. STRUCTURAL IMPROVEMENTS ARE DESIGNED IN
ACCORDANCE WITH THE BUILDING CODE NOTED ABOVE
ALL EXISTING FRAMING SHOWN IS BASED ON THE ORIGINAL STRUCTURAL DESIGN
DRAWINGS THORNTON TAMASETTI GROUP DATED 2007.
THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING CONDITIONS INCLUDING ALL
DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT
OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DESIGN DOCUMENTS.
THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS. REFERENCE MUST BE MADE TO ALL BID
DOCUMENTS AS WELL AS THE PROJECT SPECIFICATIONS.
THE CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ARCHITECTURAL
DRAWINGS AND WITH THE MECHANCIAL CONTRACTOR, THE LOCATION OF ALL MECHANCIAL EQUIPMENT.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THE WEIGHT OF MECHANICAL UNITS ETC.
ARE DIFFERENT FROM THE WEIGHTS POSTED ON THE DESIGN DRAWINGS.
DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH CONSTRUCTION.
THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES TO AVOID THE POSSIBILITY OF UNNECESSARY FUTURE PROBLEMS AND
POSSIBLE FIELD ORDERS. FAILURE TO DO SO WILL PUT THE FULL RESPONSIBILITY OF
CORRECTION ON THE CONTRACTOR.
THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND MAKE NECESSARY
INVESTIGATIONS AND FIELD MEASUREMENTS.
DO NOT SCALE DRAWINGS.
THE STRUCTURAL ENGINEER HAS NO SUPERVISORY RESPONSIBLITY, HAS NO CONTROL OF OR
RESPONSIBILITY FOR THE MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCE OF
CONSTRUCTION, HAS NO RESPONSIBILITY FOR THE FAILURE OF ANY CONTRACTOR TO PERFORMTHE WORK
IN ACCORDANCE WITH THE DESIGN DOCUMENTS AND NO RESPONSIBILITY TO DEVISE, IMPLEMENT OR
ENFORCE ANY SAFETY PRECAUTIONS OR PROGRAMS FOR THE PROJECT.
STRUCTURAL STEEL
GENERAL
ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR
STRUCTURAL STEEL BUILDINGS" 2010, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM
A325 OR A490 BOLTS" 2010, "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES," 2010 AND AWS D1.1 2010.
THE PROVISIONS OF THE ALLOWABLE STRENGTH DESIGN METHOD (ASD) WAS USED AS A BASIS
FOR DESIGN.
THE CONTRACTOR’S STRUCTURAL STEEL DETAILER SHALL PREPARE STEEL ERECTION AND SHOP DRAWINGS
IN ACCORDANCE WITH THE GUIDELINES AND GOOD PRACTICES NOTED IN THE AISC “DETAILING
FOR STEEL CONSTRUCTION.” THIRD EDITION
SUBMITTALS
CHECKED STEEL SHOP DRAWINGS.PREPARED IN ACCORDANCE WITH AISC DETAILING FOR STEEL CONSTRUCTION 3RD ED.
MATERIALS
ALL STRUCTURAL STEEL PLATES AND ANGLES SHALL BE ASTM A36 (Fy=36 KSI).
ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY "STRUCTURAL WELDING
CODE", AWS D1.1.
ALL WELD ELECTRODES SHALL BE E70XX AND ALL WELDING SHALL BE PERFORMED BY
CERTIFIED WELDERS. ALL WELDING TO CLEAN BARE STEEL.
ALL STEEL SHALL BE SHOP COATED WITH PRIME PAINT AS SPECIFIED. MASK SURFACES TO BE
FIELD WELDED AND AT BOLT HOLES IN FAYING SURFACES OF SLIP CRITICAL BOLTED
CONNECTIONS.
EXECUTION
VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK.
STEEL ERECTION TOLERANCES SHALL BE IN ACCORDANCE WITH THE CODE OF STANDARD PRACTICE.
METAL DECK - EXISTING
DO NOT HANG ANY LOADS EXCEEDING 50 LBS FROM EXISTING METAL DECK
UNISTRUT MEMBERS
ALL UNISTRUT MEMBERS SHALL BE BY UNISTRUT INC AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS
STRUCTURAL STABILITY AND CONSTRUCTION
INDIVIDUAL STRUCTURAL COMPONENTS ARE DESIGNED TO SUPPORT LOADS IN THEIR FINAL
ERECTED POSITION AS PART OF THE TOTAL COMPLETED STRUCTURE.
PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED UNTIL ALL CONSTRUCTION
AFFECTING LATERAL STABILITY IS COMPLETED.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR STABILITY OF STRUCTURE, ITS PARTS AND
JOB SITE SAFETY BY USE OF GUYING, BRACING, SHORING, BARRICADES, SAFETY RAILINGS AND
DEVICES DURING THE ENTIRE PERIOD OF CONSTRUCTION.
DEMOLITION
THE CONTRACTOR SHALL CAREFULLY REMOVE ONLY THE EXISTING ITEMS IDENTIFIED ON THE
ARCHITECTURAL DRAWINGS. IN NO CASE SHALL THE REMOVAL OF ANY
PORTION OF THE EXISTING STRUCTURE BE PERFORMED IN SUCH A WAY AS TO AFFECT THE
STRUCTURAL INTEGRITY OF THE REMAINING PORTION OF THE BUILDING. THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY OF ANY STRUCTURAL ITEMS WHICH
NEED TO BE DEMOLISHED BUT ARE NOT CLEARLY IDENTIFIED ON THE STRUCTURAL OR
ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE
DEMOLITION TO THE EXISTING STRUCTURE TO ONLY THAT REQUIRED TO INSTALL THE NEW
BUILDING MODIFICATIONS.
RISK OCCUPANCY III
UNIFORM FLAT ROOF - 22 PSF
EXPOSURE FACTOR - 1.0
THERMAL FACTOR - 1.0
WIND LOADS
BASIC WIND SPEED - 120 MPH
RISK CATEGORY - III
EXPOSURE CATEGORY - C
INTERNAL PRESSURE COEFFICIENT - +/- .18
SEISMIC LOADS
IMPORTANCE FACTOR - 1.25
Ss - .146 Sds - .156
S1 - .081 Sd1 - .13
SITE CLASS D
SEISMIC DESIGN CATEGORY B
ALL STRUCTURAL HSS SHALL BE ASTM A500 GR B (Fy=4 KSI).
T/ EXIST. STEEL
EL. 25'-4 1/4"(V.I.F.)
EXIST. ROOF DECK (V.I.F.)
UNISTRUT P1001
1/2"Ø A36 THRD'D HANGER ROD, TYP.
HPC SEE MECH. SHTS.
EXIST. W14 (V.I.F.)
UNISTRUT P2786 BRACKET, EACH SIDE
UNISTRUT P1000
EXIST. W14 (V.I.F.) EXIST. W14 (V.I.F.) EXIST. W14 (V.I.F.)
EXIST. L6X6 HORIZ BRACE V.I.F.)
CU
ERU
HSS3-1/2X3-1/2X1/4
L4X3X1/4X4" HSS3-1/2X3-1/2X1/4
FIT BETWEEN FLUTS
4 1/8" VIF
BRIDGE ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" 1
SECTION SCALE: 3/4" = 1'-0" 2
GENERAL NOTES 3
williams/associates/architects, ltd.
COPYRIGHT C 2017
revised
waa no
date
drawn
ARCHITECTS checked
ARCHITECTS PLANNERS
WILLIAMS
Phone 630-221-1212 / Fax 630-221-1220
500 Park Boulevard, Suite 800, Itasca, IL 60143
GRAPHIC NORTH
CARMEL CLAY PARKS& RECREATION
MONON COMMUNITY RECREATION CENTER
FITNESS AND CONTROL DESK RENOVATION
1235 CENTRAL PARK DR E
CARMEL - INDIANA - 46032
2016-060
30 JUNE 2017
NLC / JCS / AMZ
FP / NLC / CAK
ISSUED FOR BID
ISSUED FOR BID - ISSUED 30 JUNE 2017
S1.0
PLAN &
GENERAL
NOTES
CT CERAMIC TILE
G GROUT
WD WOOD
RF RUBBER FLOORING
LN LINOLEUM
CONC CONCRETE
PL PLASTIC LAMINATE
SSF SOLID SURFACE
QZ QUARTZ SURFACE MATERIAL
P PAINT
WC WALL COVERING
TP TOILET PARTITION
3F 3FORM RESIN PANEL
INT INTERLAM MDF PANEL
TZ TERRAZZO FLOORING
MISC MISCELLANEOUS
NIC NOT IN CONTRACT
NA NOT APPLICABLE
NTS NOT TO SCALE
GENERAL INFORMATION
G1.0 TITLE SHEET
G1.1 ABBREVIATIONS, SYMBOLS, LEGENDS, & SHEET INDEX
STRUCTURAL
S1.0 STRUCTURAL PLAN AND GENERAL NOTES
ARCHITECTURAL
A0.1 FIRST FLOOR KEY PLAN
A0.2 SECOND FLOOR KEY PLAN
A1.1A FIRST FLOOR WEST BUILDING ENTRY
A1.1B FIRST FLOOR WEST BUILDING ENTRY
A1.2 FIRST FLOOR EAST BUILDING ENTRY
A2.1 SECOND FLOOR BRIDGE
A2.2 SECOND FLOOR FITNESS PLAN (MULTI)
A8.0 CASEWORK PLANS, ELEVATIONS AND DETAILS
A8.1 CASEWORK DETAILS
A9.0 DOOR SCHEDULE AND DETAILS
INTERIOR DESIGN
ID1.0 INTERIOR FIRST FLOOR - FLOOR FINISH PLAN
ID2.0 INTERIOR SECOND FLOOR - FLOOR FINISH PLAN
MECHANICAL
M0.01 MECHANICAL TITLE SHEET
MD1.01 DUCTWORK DEMOLITION
MD2.01 PIPING DEMOLITION
M1.01 DUCTWORK NEW WORK - FIRST FLOOR PLAN
M1.02 DUCTWORK NEW WORK - BRIDGE
M2.01 PIPING NEW WORK - FIRST FLOOR PLAN
M2.02 PIPING NEW WORK - SECOND FLOOR PLAN
M3.01 MECHANICAL DETAILS
M3.02 MECHANICAL DETAILS
M4.01 MECHANICAL SCHEDULES
M5.01 MECHANICAL SPECIFICATIONS
M5.02 MECHANICAL SPECIFICATIONS
ELECTRICAL
E0.01 ELECTRICAL TITLE SHEET
ED1.01 LIGHTING DEMOLITION - FIRST FLOOR PLAN
ED1.02 LIGHTING DEMOLITION - SECOND FLOOR PLAN
ED2.01 POWER DEMOLITION - FIRST FLOOR PLAN
ED2.02 POWER DEMOLITION - SECOND FLOOR PLAN
E1.01 LIGHTING NEW WORK - FIRST FLOOR PLAN
E1.02 LIGHTING NEW WORK - SECOND FLOOR PLAN
E2.01 POWER NEW WORK - FIRST FLOOR PLAN
E2.02 POWER NEW WORK - SECOND FLOOR PLAN
FIRE PROTECTION
FP0.01 FIRE PROTECTION TITLE SHEET
FPD1.01 FIRE PROTECTION DEMOLITION PLANS
FP1.01 FIRE PROTECTION NEW WORK PLANS
FIRE RATINGS