HomeMy WebLinkAboutBP15-116� G R O U P°
Architect
Rockefeller center
1230 Avenue of the Americas
Suite 1500
New York, NY 10020
Telephone 212.492-1400
Facsimile 212.492.1472
Edwards & Zuck, P.0
r r b �
•
Mechanical, i
and Fire Protection
Engineering
0 Oak Street4th Floor
Stamford, CT 06905
Telephone:
j a -7
011M 1111!'i ... 11 .... 4 ink
X4 iml
E R M I T 9. 1 R \.
DATE APPROVE, 'ZO 151
1
BUILDING INSPECT lege of Rye Brook, NY
EC 1_ El w [7
DD
SUN 15,
VILLAGE OF RYE BROOK
BUILDING DEPARTMENT
Z- 'ba... ---
R
0
co
:1
0
2
M
a
E
00
LO
Cn
(P
Cl)
to
U)
2
rAkz,Abl a 0 11
1008.1.3.4 Access -controlled egress doors. The entrance doors in a means of egress in buildings with an
occupancy in Group A, B, E, M, R-1 or R-2 and entrance doors to tenant spaces in occupancies in Groups A, B,
E, M, R-1 and R-2 are permitted to be equipped with an approved entrance and egress access control system
which shall be installed in accordance with all of the following criteria:
1. A sensor shall be provided on the egress side arranged to detect an occupant approaching the doors. The
doors shall be arranged to unlock by a signal from or loss of power to the sensor.
2. Loss of power to that part of the access control system which locks the doors shall automatically unlock the
doors.
3. The doors shall be arranged to unlock from a manual unlocking device located 40 inches to 48 inches (1016
mm to 1219 mm) vertically above the floor and within 5 feet (1524 mm) of the secured doors. Ready access
shall be provided to the manual unlocking device and the device shall be Clearly identified by a sign that reads
"PUSH TO EXIT." When operated, the manual unlocking device shall result in direct interruption of power to the
lock -independent of the access control system electronics -and the doors shall remain unlocked for a minimum of
30 seconds.
4. Activation of the building fire alarm system, if provided, shall automatically unlock the doors, and the doors
shall remain unlocked until the fire alarm system has been reset.
5. Activation of the building automatic sprinkler or fire detection system, if provided, shall automatically unlock the
doors. The doors shall remain unlocked until the fire alarm system has been reset.
6. Entrance doors in buildings with an occupancy in Group A, B, E or M shall not be secured from the egress side
during periods that the building is open to the general public.
LIFE SAFETY LEGEND
SCALE: 1/16" =1'-0"
- - TRAVEL DISTANCE
POINT OF DECISION / COMMON PATH OF TRAVEL
. . . . . . ..... AREA NOT IN CONTRACT
EGRESS WIDTH (IN INCHES)
0 0- EGRESS CAPACITY (OCCUPANTS)
0 DESIGN LOAD (OCCUPANTS)
wit
•
REMOTE POINT'B'
COMMON PATH: 88'-0"
TOTAL DISTANCE: 166'-11"
REMOTE POINT'a
COMMON PATH: 69'-11"
TOTAL DISTANCE: N/A
STAIR A
EXIT DISCHARGE
w"att-M-Psvic,
DOOR WIDTH: 0.15" X 154 PERSONS
DOOR WIDTH PROVIDED: I DOOR @ 40"
DOOR CAPACITY: 266 PERSONS
STAIR WIDTH: 0.2" X 154 PERSONS = 30.8"
STAIR WIDTH PROVIDED: 36"
STAIR CAPACITY: 180
TOTAL FLOOR POPULATION: 356 PERSONS
CODE & LIFE SAFETY DATA
---- - ------ ------
?"ROJECT INFORMATION
NameofProtect: I-ONIPASSGR,)UP-2iNJDFLOOR UPFI'T
Address: 2 INTERNATiONAL. DRIVE -RYE BROOK, NY10573
Zip Code
Proposed Use: BUSINESS - B
Owner / Authorized Agent: JAREN WE' I S Phone # 704.338,0205
Email: jaren-wells@qerisler.com
Owned By: 0 City/County 0 Private El State
Code Enforcement Jurisdiction: M City VILLAGE OF RYE BROOK f-1 County f-1 State
PROJECT SUMMARY
Building Description: 4 STORIES OFFICE BUILDING
MAXIMUM 5 STORIES, BUILDING AREA PER STORY 37,500 SF
MAXIMUM SPRINKLERED NFPA13
Scope of Work Details:
Fire Resistance Ratings for Type IIA Construction
INTERIOR UPFIT LEVEL 2
TABLE 601
STRUCTURALFRAME
APPLICABLE CODES
BEARING WALLS
CODES
YEAR
• BUILDING CODE OF NEW YORK STATE
2010
• EXISTING BUILDING CODE OF NEW YORK STATE
2010
• PLUMBING CODE OF NEW YORK STATE
2010
• MECHANICAL CODE OF NEW YORK STATE
2010
• ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010
• FIRE CODE OF NEW YORK STATE
2010
• NFPA 70 NATIONAL ELECTRICAL CODE
2005
• ICC/ANSI A117.1-2003
01 -TOUR
• ADA STANDARDS FOR ACCESSIBLE DESIGN
2010
• NFPA 101 LIFE SAFETY CODE
2009
BUILDING DATA INFORMATION
Construction Type: 2010 BUILDING CODE OF NEW YORK STATE - BUSINESS USE - TYPE IIA
MAXIMUM 5 STORIES, BUILDING AREA PER STORY 37,500 SF
MAXIMUM SPRINKLERED NFPA13
Fire Resistance Ratings for Type IIA Construction
A00.02
TABLE 601
STRUCTURALFRAME
IHOUR
BEARING WALLS
WALL PARTITION TYPES
EXTERIOR
IHOUR
INTERIOR
IHOUR
NON BEARING WALLS AND PARTITIONS
EXTERIOR (TABLE 602)
INTERIOR
0 HOUR
FLOOR CONSTRUCTION
IHOUR
ROOF CONSTRUCTION
I HOUR
TENANT SEPARATIONS
01 -TOUR
EXIT ACCESS CORRIDORS
EXISTING - CONFORMING
Gross Building Area:
FLOOR EXISTING (SO FT) INTERIOR UPFIT (SQ FT)
LEVEL 01 27,200 0
LEVEL 02 27,200 21,114
LEVEL 03 27,200 0
LEVEL 04 27,200 0
TOTAL 21,114 SQ FT
MEANS OF EGRESS
TABLE 1016.1 EXIT TRAVEL DISTANCE
B USE (BUSINESS) 300"WITH SPRINKLER SYSTEM)
50' DEAD END CORRIDOR (PER 1017.3 DEAD ENDS)
EGRESS EXIT CAPACITY
PLUMBING FIXTURES REQUIREMENTS
ACCESSIBLE UNISEX TOILET ROOM PROVIDED
* ONE EXISTING DRINKING FOUNTAIN + 2 WATER DISPENSERS PROVIDED
CAFE / SEATING / EMPLOYEE LOUNGE
1,521 SF @ 15 SF NETIPERSON =102 PERSONS
EXISTING SPACE TO REMAIN
4,664 GSF @ 100 SF GROSS/PERSON = 47 PERSONS
DRAWING INDEX
REVISIONS
SHEET
NUMBER SHEET NAME DESCRIPTION
AOO.01
CODE SUMMARY - LIFE SAFETY PLAN
FIRE PROTECTION COVER SHEET
A00.02
GENERAL NOTES AND MOUNTING HEIGHTS
FIRE PROTECTION PART PLAN
A00.03
WALL PARTITION TYPES
lVill=
FIRE PROTECTION DETAILS & SPECIFICATIONS
AOO.04
FINISH MATERIALS LEGEND
AOO.05
SCHEDULES
o...Elk0118.
...............................
LEVEL 02
2 5
6 5
4
4 5
5
3 2*
ACCESSIBLE UNISEX TOILET ROOM PROVIDED
* ONE EXISTING DRINKING FOUNTAIN + 2 WATER DISPENSERS PROVIDED
CAFE / SEATING / EMPLOYEE LOUNGE
1,521 SF @ 15 SF NETIPERSON =102 PERSONS
EXISTING SPACE TO REMAIN
4,664 GSF @ 100 SF GROSS/PERSON = 47 PERSONS
DRAWING INDEX
REVISIONS
SHEET
NUMBER SHEET NAME DESCRIPTION
AOO.01
CODE SUMMARY - LIFE SAFETY PLAN
FIRE PROTECTION COVER SHEET
A00.02
GENERAL NOTES AND MOUNTING HEIGHTS
FIRE PROTECTION PART PLAN
A00.03
WALL PARTITION TYPES
lVill=
FIRE PROTECTION DETAILS & SPECIFICATIONS
AOO.04
FINISH MATERIALS LEGEND
AOO.05
SCHEDULES
A00.06
DOOR DETAILS
AOO.50
SPECIFICATIONS
A00.51
SPECIFICATIONS
AOO.52
SPECIFICATIONS
A01.01
DEMOLITION PLANS
A02.01
CONSTRUCTION PLAN
A03.01
REFLECTED CEILING PLAN
A04.01
FINISH PLAN
A05.01
FURNITURE PLAN
A06.01
ENLARGED PLANS
A06.02
ENLARGED CEILING PLANS
A07.01
INTERIOR ELEVATIONS
A07.02
INTERIOR ELEVATIONS
A08.01
MILLWORK DETAILS
A08.10
CEILING DETAILS
A09.01
DETAILS
A09.02
RECEPTION DESK
ELECTRICAL
E001
ELECTRICAL COVER SHEET
FIRE PROTECTION COVER SHEET
E002
ELECTRICAL COVER SHEET 2
FIRE PROTECTION PART PLAN
E101
ELECTRICAL FLOOR POWER PLAN
lVill=
FIRE PROTECTION DETAILS & SPECIFICATIONS
E201
ELECTRICAL FLOOR LIGHTING PLAN
E301
ELECTRICAL POWER RISER DIAGRAM & PANEL
SCHEDULES
E401
ELECTRICAL DETAILS
E402
ELECTRICAL DETAILS
E403
ELECTRICAL DETAILS
E404
ELECTRICAL DETAILS
M403
ELECTRICAL SPECIFICATIONS
_E501
E502
ELECTRICAL SPECIFICATIONS
MITIMMITISYRIM moil
DM101
MECHANICAL DEMOLITION FLOOR PLAN
FIRE PROTECTION COVER SHEET
Mool
MECHANICAL COVER SHEET
FIRE PROTECTION PART PLAN
M101
MECHANICAL NEW WORK FLOOR PLAN
lVill=
FIRE PROTECTION DETAILS & SPECIFICATIONS
M200
MECHANICAL DETAILS SHEET 1 OF 2
DM101
MECHANICAL DEMOLITION FLOOR PLAN
Mool
MECHANICAL COVER SHEET
M101
MECHANICAL NEW WORK FLOOR PLAN
M200
MECHANICAL DETAILS SHEET 1 OF 2
M201
MECHANICAL DETAILS SHEET 2 OF 2
M300
MECHANICAL SCHEDULES
M400
MECHANICAL SPECIFICATIONS SHEET 1 OF 4
M401
MECHANICAL SPECIFICATIONS SHEET 2 OF 4
M402
MECHANICAL SPECIFICATIONS SHEET 3 OF 4
M403
MECHANICAL SPECIFICATIONS SHEET 4 OF 4
Pool PLUMBING COVER SHEET
Plol PLUMBING FLOOR PART PLAN
PI 02 PLUMBING DETAILS AND SPECIFICATIONS
391 SF (0) 20 6F NEI/PERSON = 20 PERSONS
REMOTE POINT'C'
COMMON PATH: 88'-5"
TOTAL DISTANCE: 152'-2"
BUSINESS USE
18,612 GSF @ 100 SF GROSSIPERSON =187 PERSONS
STAIR B
EXIT DISCHARGE
TWTAL,�.COM PQ0�11ATION: 209 PERSON
DOOR WIDTH: 0. 15" X 155 PERSONS
DOOR WIDTH PROVIDED: I DOOR @ 40"
DOOR CAPACITY: 266 PERSONS
STAIR WIDTH: 0.2" X 155 PERSONS = 31
STAIR WIDTH PROVIDED: 36"
STAIR CAPACITY: 180
I Iiii1i I I III! ilii 111111511 ill!•ill i� i � i � ilill 1 •l il; , a
I a 11611111 *#3 IlEd I ItI11,11 ML91 11 WAV 40-1 Big F11-3:1 2=0
EXISTING DRINKING FOUNTAIN
WATER DISPENSER
TOTAL OCCUPANT LOAD = 356
REMOTE POINT'D'
COMMON PATH: 70'-0"
TOTAL DISTANCE: 158-6"
0 M P A!Si S
G R 0 U Fit
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
0 2015 Gensler
__._........... ......... ............................................................................_......... _ ....... _........-_...... _.......... ........ .
EQ EQ
- - STROBE WHERE OCCURS--- s STROBE WHERE OCCURS POWER COMMUNICATION NOTES GENERAL NTE
s
i
TELEPHONE OUTLET EQ SWITCH(ES) OR DIMMER(S)10
MTD HORIZONTALLY DOOR GANG UNDER ONE PLATE 1. PRIOR TO CORING SLAB REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITHC0MP A
1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES
- - - T-STAT WHERE OCCURS I ' OWNER. GOVERNING THE WORK. '' G IZ ( U
s T-STAT WHERE OCCURS
.. POWER OUTLET " f00
i� MTD HORIZONTALLY _ a 6" POWER AND TELEPHONE - 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS AND 2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING
�' CLUSTER VERTICALLY MTD AUDIOVISUAL DRAWINGS. THE WORK.
CREDENZA OR COUNTER CENTERED ON COLUMN -� OUTLET WHERE OCCURS
co ' 2 INTERNATIONAL DRIVE
3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH 3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS
-�k� -- ROYAL EXECUTIVE, PARK 1!
f MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR
CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION. TOWN OF RYE BROOK
LOCATIONS at CREDENZAS or COUNTERS LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. LOCATIONS at DOOR JAMBS 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. WESTCHESTER COUNTY, NY 10573
4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW
OUTLETS OUTLET GROUPS STROBES and THERMOSTATS
SWITCH and THERMOSTAT 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.
6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR ROOMS OR AREAS 5. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR
•- -.�-. ---. GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE WITCHES WITH EACH SWITCH CONTROLLING 50% OF DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF
X22 LAMPS PER FIXTURE. ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.
EQ EQ 7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY TITLE 24 6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT.
-._. __:_._. STROBE WHERE OCCURS --- -- - - - STROBE WHERE OCCURS
EQ AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN THERMOSTATS AND LIGHT SWITCH OCCUR INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE
Q TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTER LINE AT +3-2 ABOVE FINISHED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION
--a --- ,{ - ! SWITCH(ES) OR DIMMER(S)
GANG UNDER ONE PLATE FLOOR.
THERMOSTAT - - SWITCHES AND DIMMERS - -- DOOR
7. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS.
-- - WALL HUNG 8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS
LIGHT SWITCHES AND DIMMERS TO BE OR SWITCHES, UNLESS OTHERWISE NOTED. 8. MAINTAIN EXITS EXIT LIGHTING FIRE PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH Gensler
T-STAT WHERE OCCURS TELEPHONE C
CLUSTERED AND MOUNTED VERTICALLY, _ = - CODES AND ORDINANCES.
rh 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL Rockefeller Center Tel 212.492.1400
CREDENZA OR COUNTER POWER OUTLET _CO
OUTLET WHERE OCCURS co 00 BACK-TO-BACK 9. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. 1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
�- WHERE OCCURS �- New York, NY 10020
j 10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE-PIECE TYPE 10. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH United States
GANG COVER PLATES, UNLESS OTHERWISE NOTED. TENANT AND LANDLORD TO ENSURE SECURITY.
LOCATIONS at CREDENZAS or COUNTERS �y LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. LOCATIONS at DOOR JAMBS
SWITCHES and THERMOSTATS V SWITCHES, STROBES and THERMOSTATS 2 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE
SWITCH and TELEPHONE
ARCHITECT.
12. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED.
DISABLED ACCESS NOTES MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES. EDWARDS& ZUCK,P.C.
$„ 6,2 13. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO MEPF Engineering
WALLS OR CEILINGS. 30 Oak Street
8" STROBE WHERE OCCURS _ STROBE WHERE OCCURS Stamford, CT 06905
Q EQ 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL THROUGHOUT, OR Tel 202.352.1717
SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS OR SPECIAL ACCESS LIFTS. 14. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN
SCHED SIGN
CARD READER, EGRESS BUTTON WITH AND FIT WITHIN NEW CONSTRUCTION Fax 203.352,1818
_ _..,-_._ _ DOOR OR FIRE ALARM PULL
o FIRE ALARM PULL - °;- - 2. FLOOR SURFACES SHALL BE SLIP-RESISTANT. 15, UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED
CID
J--- POWER OUTLET T-STAT WHERE OCCURS 3. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE NOT LESS THAN
00 'AtWHERE OCCURS 44"1N WIDTH.
--- - - OUTLET WHERE OCCURS
�' ; 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" IN HEIGHT. LEVEL FIRE DEPARTMENT NOTES
CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2
e.
LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. LOCATIONS at DOOR JAMBS 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL 1. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT
19 LOCATION FOR TYPICAL SIGNS , BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING
OUTLETS, STROBES and FIRE ALARM PULLS CARD READER, EGRESS BUTTON or BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS
FIRE ALARM PULL THE OPENING HARDWARE. AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR.
6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 30" AND 44" ABOVE THE FLOOR. 2. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND
ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD
7. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES.
g<,
DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT
PROVIDE GROMMET AT OUTLETS CENTER PLANE OF SLIDING OR FOLDING DOORS. CORRESPONDING DEVICES OR AUTOMATIC DOOR 3. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL, COMPLY WITH BUILDING
STROBE WHERE OCCURS OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED CODES.
-- WORK TOP{7C7 FIRE DOORS MAY BE INCREASED NOT TO EXCEED 15 POUNDS. 4, MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS.
3
z ' DOOM 8. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A SMOOTH
z
': 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
7" - --- - T-STAT WHERE OCCURS -- --- - --- - T-STAT WHERE OCCURS UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT
i
CREATING A TRAP OR HAZARDOUS CONDITlON.PROVIDE A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF
KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS
NARROW FRAME DOORS.
SHALL HAVE APPROVED LEVER HANDLES.
POWER AND TELEPHONE �r �, 6. DOORS OPENING INTO REQUIRED 1-HOUR, FIRE-RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A
MOUNT HORIZONTALLY a ADDITIONAL OUTLET WHERE OCCURS 9. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3 0 IN WIDTH AND NOT
OUTLET LESS THAN 6=8" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20-MINUTE RATING AND SHALL BE SELF-CLOSING.
WHERE OCCURS SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".7.20-MINUTE DOOR JAMBS TO BE TIGHT-FITTING, SMOKE AND DRAFT CONTROLLED.
10. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR,
��LOCATIONS at WORK �y LOCATIONS at CORNERS LOCATIONS at DOOR JAMBS 8. EXIT DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING 50 OR MORE PERSONS AND IN
SURFACES L UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ANY HAZARDOUS AREA.
OUTLETS OUTLETS THERMOSTAT, STROBE or OUTLET ITS CLOSED POSITION.
11. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL 9. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED AN END POINT FLAME
Date Description
DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. SPREAD RATING: PER APPLICABLE BUILDING CODE REQUIREMENT
$" DOOR IN OPEN POSITION 12. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND 10. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.} SHALL BE NON-COMBUSTIBLE OR BE
j STROBE WHERE OCCURS CLEAR. THE LEVEL AND CLEAR AREA \ SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT
FLAMEPROOFED IN AN APPROVED MANNER.
- - STROBE WHERE OCCURS LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 44" AS MEASURED
8" AT RIGHT ANGLES TO THE PLANE OF THE DOOR N ITS CLOSED POSITION. 11. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS.
SWITCH(ES) OR DIMMER(S)
GANG UNDER ONE PLATE 13. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 112" LOWER THAN THE THRESHOLD OF THE BE 12. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND
POWER OUTLET --- ` T-STAT WHERE OCCURS HAZARDOUS SUBSTANCES SHALL COMPLY WITH FIRE CODE REGULATIONS.
-- BEVELED WITH A SLOPE NO GREATER THAN 1:2.
MOUNT HORIZONTALLY T-STAT WHERE OCCURS ;
00
co CO-- SWITCHES & DIMMERS
14. TO ALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE LOWER TREAD OF EACH 13. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS.
- OUTLET WHERE OCCURS INTERIOR STAIR WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO 14. EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM AS REQUIRED TO PROVIDE AN APPROVED FIRE/
_TF1 -1
AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP SHALL BE OF A MATERIAL LIFE SAFETY SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT WITH COMPLETE DESCRIPTION OF SEQUENCE
' j THAT 1S AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. OF OPERATION, AND OBTAIN APPROVAL PRIOR TO INSTALLATION.
i
15. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING 15. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OF THE FLOOR,
1 LOCATIONS at MILLWORK COUNTERS 5 LOCATIONS at OPEN DOORS PLATFORM. WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.
L LOCATIONS at CORNERS
OUTLETS 13
SWITCHES, OUTLETS, STROBES and THERMOSTATS SWITCHES, STROBES and THERMOSTATS 16, SANITARY FACILITIES LOCATED ON AN ACCESSIBLE FLOOR OF A BUILDING SHALL BE ACCESSIBLE TO THE 16. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED.
POWER AND TELEPHONE PHYSICALLY HANDICAPPED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE.
MOUNT HORIZONTALLY
17. ENTRY TO SANITARY FACILITIES: 17. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN
8" A. 44"' CLEAR AISLES OR CORRIDORS WHERE OCCUPANT LOAD IS 10 OR MORE. APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN
B. DOORWAYS TO HAVE A 32" CLEAR OPENING. APPROVAL PRIOR TO INSTALLATION.
EQ EQ C. ON APPROACH SIDE, PROVIDE A 60" CLEAR LEVEL SPACE WHEN DOOR SWINGS TOWARD
- STROBE WHERE OCCURS--- - STROBE WHERE OCCURS APPROACH AND 44" SPACE WHEN DOOR SWINGS AWAY FROM APPROACH.
A_
�^ I 18. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR
24
8";7'°. 7". 7'° s 18. TOILET ROOM ACCESSORIES REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY
' z ATTENDED LOCATION
_ -
i A. MOUNT BOTTOM EDGE OF MIRRORS NO HIGHER THAN 40" FROM THE FLOOR.
.. -- - T-STAT WHERE OCCURS i - _ T-STAT WHERE OCCURS „
B. MOUNT TOILET TISSUE DISPENSERS WITHIN 12 FROM THE FRONT EDGE OF THE TOILET SEAT.
-- C. MOUNT DISPENSING AND DISPOSAL FIXTURES (TOWEL SANITARY NAPKINS
�' POWER OUTLET OR G° POWER OUTLET OR
TELEPHONE OUTLET AN CLUSTER UNIT WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS NO HIGHER THAN 40" FROM THE FLOOR. FINISH 1 NOT1�
WHERE OCCURS WHERE OCCURS 19. SINGLE ACCOMMODATION TOILET FACILITY
A. WATER CLOSET TO HAVE A 28" CLEARANCE FROM A FIXTURE AND 32" FROM A WALL.
,
77
B. MINIMUM CLEAR SPACE IN FRONT OF WATER CLOSET TO BE 48", 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT
C. A SPACE 36"X 48" IS PERMITTED IN FRONT OF EXISTING WATER CLOSET ACCESSIBLE TO THE PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
22 LOCATIONS at MILLWORK COUNTERS LOCATIONS at CORNERS LOCATIONS at COLUMNS, BETWEEN DOORS, ETC. HANDICAPPED.
OUTLETS OUTLETS, STROBES and THERMOSTATS OUTLETS, STROBES and THERMOSTATS 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES.
20. THE HEIGHT OF THE WATER CLOSET
(TOP OF SEAT} SHALL BE BETWEEN 17" AND 19" 3. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS,AND COVED, TOP SET RESILIENT BASE
21. MOUNT FLUSH VALVE CONTROL NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED.
OF THE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL OR OTHE SURFACE. Seal / Signature
6f, 8„
.._... .
p 22. PROVIDE GRAB BARS ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET.
0
STROBE WHERE OCCURS - - __ STROBE WHERE OCCURS A. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR.
B. SIDE BARS TO BE 42" LONG AND PROJECT 24" IN FRONT OF WATER CLOSET STOOL. GRAB BAR AT BACK
EQ EQ TO BE 36" LONG. --
z z - - --- C. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-112
D. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL. y A LA;V, '
- - T-STAT WHERE OCCURS o E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250411
' A t`
POUND LOAD.
F. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
VERTICAL REVEAL G. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.
H. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".�
23. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH.
Cd 1 LOCATIONS at CORNERS with REVEALS LOCATIONS at FREIGHT ELEVATORS 24. MOUNT LAVATORIES WITH A MINIMUM CLEARANCE OF 29" FROM THE FLOOR TO THE BOTTOM OF THE
o STROBES and THERMOSTATS STROBES APRON. PROVIDE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30 IN WIDTH WITH
8" MINIMUM WIDTH, AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR A MINIMUM OF 17" DEEP FROM
THE FRONT OF THE LAVATORY.
Project Name
m 25. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE
-- EXIT SIGN
CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY
co ...............................STROBE WHERE OCCURS CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF CLOSING ARE ALLOWED IF THE
CL
-- STROBE WHERE OCCURS FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. Project Number
"� FIRE ALARM PULL
CJ ' 26. INSULATE OR OTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. - 59.6358.000
o �I
LO
- - -� FIRE EXTINGUISHER CABINET
27. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES
co
c3i C5� x
„i Scale
00
'Aul
_ d'
As indicated
...... .
n
- OUTLET WHERE OCCURS
00
r
Description
A BRACING r SCALE: 3" = 1'-0" D -T02 SCALE: 3" = 1'-0" D -T01
TOP OF PARTITION TO SLAB ABOVE TOP OF PARTITION 6" ABOVE CEILING STUD
Seal / Signature
UNDERSIDE OF,
SLAB OR ROOF
nIAGONAL BRACING
{ @ 32 ON CENTER
STAGGERED, TYPICAL-;~
{ i
t I
Q 1 1
x { I
U { b
Project Name
o { i
m i i COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
{ t
{ r
t {
PARTITION
Project Number
59.6358.000
o { {
coCn
+ r
LO
+ {
{ r Scale
cn 1 i ...........
ti
I I
As indicated
� t
FLOOR
o + +
Description
a�
WALL PARTITION TYPES
a
ca
AOOmO3
_.............................._...__...._...._..................._.........._............_.....................,....._........
Q 2015 Gensler
12 - ROLLER SHADES
12 00 00 ROLLER SHADES
CODE: RS1
MANUFACTURER: MECHOSHADE
COLOR:TBD
LOCATION: CONFERENCE ROOM
M
09 5103 ACOUSTICAL PANEL CEILINGS
CODE: APC1
MANUFACTURER: ARMSTRONG
TYPE:OPTIMA SQUARE TEGULAR
NUMBER:3251
SIZE: 24"X24"
COLOR: WHITE
GRID MANUFACTURER:ARMSTRONG
GRID SIZE:9116"
GRID COLOR:WHITE
GRID STYLE:SILHOUETTE 1/8" REVEAL
09 - RESILIENT WALL BASE
096513 RESILIENT WALL BASE AND ACCESSORIES
CODE: R131
MANUFACTURER: JOHNSONITE
CONTACT: ERIN SALIN, PH: 704.763.4251
SIZE: 2 1/2"
COLOR: 50 WHITE
LOCATION: PRIMARY BASE - WHERE PI IS USED
NOTE:STRAIGHT BASE AT CARPET, COVE BASE AT HARD SURFACE FLOORING -
ROLLED GOODS ONLY
09 65 13 RESILIENT WALL BASE AND ACCESSORIES
CODE: R132
MANUFACTURER: JOHNSONITE
CONTACT: ERIN SALIN, PH: 704.763.4251
SIZE: 2 112"
COLOR: 40 BLACK
NOTE:STRAIGHT BASE AT CARPET, COVE BASE AT HARD SURFACE FLOORING -
ROLLED GOODS ONLY
09 - RESILIENT FLOORING
09 6513 RESILIENT FLOORING
CODE: LINI
DESCRIPTION: LINOLEUM
MANUFACTURER: FORBO
SIZE: 32 M X 200CM
COLOR: 171 CEMENT
PATTERN NAME:WALTON UNI
09 - CARPET TILE
09 6813 CARPET TILE
CODE: CPT1
DESCRIPTION: CARPET TILE
MANUFACTURER: MOHAWK GROUP
CONTACT: JEANNE BOECK, PH: 704.770.6614
TYPE:ZIP IT
NUMBER:GT296
COLOR: 955 SKINNY
LOCATION: OPEN OFFICE AREAS
TILE SIZE:12" x 36"
TILE DIRECTION:BRICKASHLAR
09 6813 CARPET TILE
CODE: CPT2
DESCRIPTION: CARPET TILE
MANUFACTURER: MOHAWK GROUP
CONTACT: JEANNE BOECK, PH: 704,770.6614
TYPE:INSEAM
NUMBER:GT297
COLOR: 955 SKINNY
LOCATION: OPEN OFFICE AREAS
TILE SIZE:12" x 36""
TILE DIRECTION:BRICK ASHLAR
09 - WALL CON ERINGS
1*11M,
I A11111MY "V[1104i0
CODE: wcl
DESCRIPTION: VINYL WALLCOVERING
MANUFACTURER: TRI-KES
NUMBER:2VZZ-06
SIZE: 54" W
BACKING: NON -WOVEN
REPEAT:6" V
09 - PAINT
11 4wiff mwffllf�
D
CODE: P1
MANUFACTURER: BENJAMIN MOORE
NUMBER:2121-70
COLOR: CHANTILLY LACE
FINISH: EGGSHELL ON WALLS, SEMI -GLOSS ON DOORS AND TRIM, FLAT ON
CEILINGS
NOTE:GENERAL WALL AND CEILING PAINT
09 9123 PAINT
CODE: P2
MANUFACTURER: SHERWIN WILLIAMS
NUMBER:SW6924
COLOR: DIRECT GREEN
FINISH: EGGSHELL
NOTE:ACCENT WALL PAINT
09 9123 PAINT
CODE: P3
MANUFACTURER: BENJAMIN MOORE
NUMBER:2134-30
COLOR: IRON MOUNTAIN
FINISH: EGGSHELL
NOTE:ACCENT WALL PAINT
09 9123 PAINT
CODE: P4
MANUFACTURER: WOLF GORDON
TYPE:WINK DRY ERASE PAINT
COLOR: CLEAR TO BE APPLIED TO P1 WHERE INDICATED
03 - CONCRETE
03 35 43 POLISHED CONCRETE FINISHING
CODE: SC1
DESCRIPTION: MANUFACTURERS STANDARD POLISHED CONCRETE WITH
SEALANT
LOCATION: OPEN OFFICE, CAFE, RECEPTION AND CORRIDOR
06 - INT. ARCHITECTURAL WOODWORK
06 40 23 INTERIOR ARCHITECTURAL WOODWORK
CODE: WB1
DESCRIPTION: WOOD BASE
TYPE1LUSH WOOD BASE WITH 1/4" REVEAL
SIZE: 2 1/2" HIGH
COLOR: MATCH PAINT P1
FINISH: SEMI -GLOSS
LOCATION: LOBBY, CAFE, AND CORRIDORS
06 40 23 INTERIOR ARCHITECTURAL WOODWORK
CODE: W132
DESCRIPTION: WOOD BASE
TYPE:FLUSH WOOD BASE WITH 1/4" REVEAL
SIZE: 2 1/2" HIGH
COLOR: MATCH PAINT P3
FINISH: SEMI -GLOSS
LOCATION: LOBBY AND CONFERENCE ROOM
06 40 23 INTERIOR ARCHITECTURAL WOODWORK
is WD1
DESCRIPTION: ENGINEERED WOOD PLAN PANELIN
MANUFACTURER: SIENA
SPECIES:OAK
NUMBER:SHF716
SIZE: 7" WIDE
FINISH: NATURAL
06 - PLASTIC LAMINATE
06 40 23 PLASTIC LAMINATE
CODE: PL1
MANUFACTURER: FORMICA
TYPE:COLORCORE2
NUMBER:7223C-FV
COLOR: NEW WHITE
FINISH: VELOUR
LOCATION: GENERAL CASEWORK LAMINATE
06 40 23 PLASTIC LAMINATE
CODE: PL2
MANUFACTURER: WILSONART
NUMBER:D91-60
COLOR: SLATE GREY
FINISH: MATTE FINISH
LOCATION: PRINT ROOM 4" BACKSPLASH
0%
06 - SOLID AND QUARTZ SURFACE
06 40 23 INTERIOR ARCHITECTURAL WOODWORK
it QS1
DESCRIPTION: QUARTZ SURFACING
MANUFACTURER: ZODIAQ
COLOR: SNOW WHITE
LOCATION: CAFE AND CONFERENCE ROOM CREDENZA COUNT].
08 80 00 GLAZING
CODE: GLI
TYPE:TEMPERED GLASS
LOCATION: INTERIOR GLAZING AND DOOR LITES
THICKNESS: 1/2"
08 80 00 GLASS FILM
CODE: GF1
MANUFACTURER: 3M
TYPE:FASARA
LOCATION: ALL GLASS PARTITIONS
08 7100 CABINET HARDWARE
CODE: HWI
MANUFACTURER: HAFELE
NUMBER: 117.05.630
FINISH: STAINLESS STEEL FINISH
LOCATION: HARDWARE PULL FOR CABINETS
NOTE:224CM CENTER TO CENTER, 272CM LENGTH
09 00 00 TRANSITIONIREDUCER STRIPS
it TR1
NOTE:METAL TRANSITION FROM TILE TO GW`B
09 00 00 TRANSITION/REDUCER STRIPS
CODE: TR2
NOTE:METAL TRANSITION FROM WOOD TO GW`B
09 00 00 TRANSITION/REDUCER STRIPS
is TR3
NOTE:VINYL TRANSITION FROM CARPET TO RESILIENT
1 09 00 00 TRANSITION/REDUCER STRIPS
Or TR4
NOTE:METAL TRANSITION FROM CARPET TO CONCRETE
09 30 00 TILE
CODE: Ti
DESCRIPTION: PORCELAIN WALL TILE
MANUFACTURER: STONE SOURCE
CONTACT: MATT WARS, PH: 202.265.5900
TYPE:MEWS, SMALL CHEVRON
SIZE: 2"X8"
COLOR: "CHALK'
FINISH: MATTE
LOCATION: CASEWORK BACKSPLASH
THICKNESS: 10 mm
GROUT:AS RECOMMENDED BY MANUFACTURER, COLOR TO MATCH TILE
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
A I Date I Description
Seal / Signature
Project Name
............ ...............
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
Description
FINISH MATERIALS LEGEND
@ 2015 Gensler
IM
PAINTE
HOLLOW METAL FF
PAINTED WOOD DO
AT TENANT Sl
BUILDING STANDARD F1
AT CORRIDOR
C2
SINGLE DOOR ON H.M. FRAM
SUITE ACCESS I
Rmf
G
SLIDING BARN DOOR
DOOR TYPES
SCALE: 1/2" = 1-0"
4111111111111
TOP AND BOTTOM
ICEALED ALUMINUM TRACK
IM
CKWOOD BAR BOTH SIDES
SWING GLASS DOORS
1/2" TEMPERED GLASS
Mwr
R-1
TOP AN(
CONCEALED ALUMINI
SWING GL)
1/2" TEMPER
OF VARIES
PASSAGE NO LOCK
US32D
VERIFY IN FIELD
3'-0" 3'-0"
t
GC TO VERIFY EACH CONDITION IN FIELD
PULL BAR
31-0. EQ
EQ
H2
st
LM
5'-0" MAX.
CENTER PIVOT
5'-0" MA
ROCKWOOD MEGA TEK - RM3301 - 5`4' LENGTH
0/
E03
L
I
SUITE ENTRANCE
Sim
04
US32D
)BOTTOM
It
'qk�AO�O067
LAD
JM TRACK
CEILING MOUNTED PROJECTOR
PULL BAR BOTH SIDES - CUSTOM LENGTH
H4
ENTRANCE
SUITE ENTRANCE (F20) LOCK
US32D
BUTT
FLOOR - DOME
-.(2)
ELECTRIFIED MORTISE - CARD READER
BUILDING STANDARD
SURFACE MOUNTED
ITH SIDES
U
H5
SERVER ROOM
STOREROOM (F07) LOCK
US32D
Sim
FLOOR - DOME
ELECTRIFIED MORTISE - CARD READER
R-1
TOP AN(
CONCEALED ALUMINI
SWING GL)
1/2" TEMPER
C1 132 SHOE TOP EDGE TO BE TAPERED B1
SHOE TOP EDGE TO BE TAPERED Sim AT 60 DEGREES MINIMUM FROM )07Sim
AT 60 DEGREES MINIMUM FROM ALL )07 THE HORIZONTAL FACE
SINGLE DOOR ON H.M. FRAME ALL GLASS DOUBLE DOORS 0' ALL GLASS SINGLE DOOR 0'
THE HORIZONTAL FACE NAOO.06� NAOO.06/
kumfiv
F2
AMELESS OOP
11 - In" 11 - Intl
F1
FRAMELESS DOUBLE DOORS
PATI
2" HOLLOW METAL FF
ALUMINUM TRACK
SIM
(�09 1
NAOO.067 I
PERPENDICULAR GLASS I
BETWEEN OFFICES
b
SLIDING GLASS DOOR
PULL BAR BOTH SIDES
ALUMINUM TRACK
E
I&OUBLE DOOR ON H.M.FRAME
Sim
VARIES
GC TO VERIFY EACH CONDITION IN FIELD
T-4" EQ EQ
5'-0" MAX 5'-0" MAX
OPEN Sim I
Z1/2" CLEAR rO8
TEMPERED GLASS NAOO.067
GLl
Sim
07
A 'NAOO.06
SLIDING GLASS OFFICE FRONT
SKY WALLS - HORIZON SERIES
PAINTED WOOD I
IM
12" TRANSACTION
TO MATCH DOOR F1
PAINTE
HOLLOW METAL FF
PAINTED WOOD I
D
SINGLE DOOR ON H.M. FRAME
Hl
F VARIES
PASSAGE NO LOCK
US32D
SLIDING RAIL
GC TO VERIFY EACH CONDITION IN FIELD
PULL BAR
31-0. EQ
EQ
H2
CONFERENCE ROOMS
NON LATCHABLE NO LOCK
5'-0" MAX.
CENTER PIVOT
5'-0" MA
ROCKWOOD MEGA TEK - RM3301 - 5`4' LENGTH
OVERHEAD CONCEALED, CENTER HUNG, END LOADED, HOLD OPEN
E03
L
H3
SUITE ENTRANCE
SUITE ENTRANCE LOCK
US32D
)BOTTOM
MAGNETIC LOCK - CARD READER
ROCKWOOD MEGA TEK - RM3301 - 5ll-0" LENGTH
JM TRACK
CEILING MOUNTED PROJECTOR
PULL BAR BOTH SIDES - CUSTOM LENGTH
H4
ENTRANCE
SUITE ENTRANCE (F20) LOCK
US32D
BUTT
FLOOR - DOME
-.(2)
ELECTRIFIED MORTISE - CARD READER
BUILDING STANDARD
SURFACE MOUNTED
ITH SIDES
FAIL SAFE
H5
SERVER ROOM
STOREROOM (F07) LOCK
US32D
Sim
FLOOR - DOME
ELECTRIFIED MORTISE - CARD READER
LEVER - SARGENT - 8200 SERIES - STANDARD - F
1/2"CLEAR
04N
FAIL SAFE
H6
SECURED ROOM
TEMPERED GLASS
GLI —7
NA00.06r
BUTT
FLOOR - DOME
kSS DOOR
LEVER - SARGENT - 8200 SERIES - STANDARD - F
GE
SILENCERS
=_D GLASS
CLOSET
CLOSET (F01) NO LOCK
US32D
BUTT
OVERHEAD STOPS
1
LEVER - SARGENT - 8200 SERIES - STANDARD - F
LIMITERS
SILENCERS
COORDINATORS
H8
NON SECURED
PASSAGE (F01) NO LOCK
US32D
BUTT
\U
LEVER - SARGENT - 8200 SERIES - STANDARD - F
SILENCERS
C1 132 SHOE TOP EDGE TO BE TAPERED B1
SHOE TOP EDGE TO BE TAPERED Sim AT 60 DEGREES MINIMUM FROM )07Sim
AT 60 DEGREES MINIMUM FROM ALL )07 THE HORIZONTAL FACE
SINGLE DOOR ON H.M. FRAME ALL GLASS DOUBLE DOORS 0' ALL GLASS SINGLE DOOR 0'
THE HORIZONTAL FACE NAOO.06� NAOO.06/
kumfiv
F2
AMELESS OOP
11 - In" 11 - Intl
F1
FRAMELESS DOUBLE DOORS
PATI
2" HOLLOW METAL FF
ALUMINUM TRACK
SIM
(�09 1
NAOO.067 I
PERPENDICULAR GLASS I
BETWEEN OFFICES
b
SLIDING GLASS DOOR
PULL BAR BOTH SIDES
ALUMINUM TRACK
E
I&OUBLE DOOR ON H.M.FRAME
Sim
VARIES
GC TO VERIFY EACH CONDITION IN FIELD
T-4" EQ EQ
5'-0" MAX 5'-0" MAX
OPEN Sim I
Z1/2" CLEAR rO8
TEMPERED GLASS NAOO.067
GLl
Sim
07
A 'NAOO.06
SLIDING GLASS OFFICE FRONT
SKY WALLS - HORIZON SERIES
PAINTED WOOD I
IM
12" TRANSACTION
TO MATCH DOOR F1
PAINTE
HOLLOW METAL FF
PAINTED WOOD I
D
SINGLE DOOR ON H.M. FRAME
Hl
PRIVATE OFFICES
PASSAGE NO LOCK
US32D
SLIDING RAIL
INTEGRAL TO SLIDE SYSTEM
PULL BAR
E02
H2
CONFERENCE ROOMS
NON LATCHABLE NO LOCK
US32D
CENTER PIVOT
ROCKWOOD MEGA TEK - RM3301 - 5`4' LENGTH
OVERHEAD CONCEALED, CENTER HUNG, END LOADED, HOLD OPEN
E03
PULL BAR BOTH SIDES - CUSTOM LENGTH
H3
SUITE ENTRANCE
SUITE ENTRANCE LOCK
US32D
CENTER PIVOT
MAGNETIC LOCK - CARD READER
ROCKWOOD MEGA TEK - RM3301 - 5ll-0" LENGTH
(2) OVERHEAD CONCEALED, CENTER HUNG, END LOADED, HOLD OPEN
CEILING MOUNTED PROJECTOR
PULL BAR BOTH SIDES - CUSTOM LENGTH
H4
ENTRANCE
SUITE ENTRANCE (F20) LOCK
US32D
BUTT
FLOOR - DOME
-.(2)
ELECTRIFIED MORTISE - CARD READER
BUILDING STANDARD
SURFACE MOUNTED
SILENCERS
FAIL SAFE
H5
SERVER ROOM
STOREROOM (F07) LOCK
US32D
BUTT
FLOOR - DOME
ELECTRIFIED MORTISE - CARD READER
LEVER - SARGENT - 8200 SERIES - STANDARD - F
SURFACE MOUNTED
SILENCERS
FAIL SAFE
H6
SECURED ROOM
CLASSROOM (F05) LOCK
US32D
BUTT
FLOOR - DOME
DISHWASHER
LEVER - SARGENT - 8200 SERIES - STANDARD - F
GE
SILENCERS
H7
CLOSET
CLOSET (F01) NO LOCK
US32D
BUTT
OVERHEAD STOPS
1
LEVER - SARGENT - 8200 SERIES - STANDARD - F
LIMITERS
SILENCERS
COORDINATORS
H8
NON SECURED
PASSAGE (F01) NO LOCK
US32D
BUTT
FLOOR - DOME
LEVER - SARGENT - 8200 SERIES - STANDARD - F
SILENCERS
H9
DUMMY TRIM
NON LATCHABLE NO LOCK
US32D
CENTER PIVOT
ROLLER LATCH STOP
LEVER - SARGENT - 8200 SERIES - STANDARD - F
LIMITERS
SILENCERS
FLUSH BOLTS - SEE PLAN FOR DOUBLE OR SINGLE DOORS
H10
CAFE
SLIDING MILLWORK DOOR NO LOCK
US32D
SLIDING RAIL
INTEGRAL TO SLIDE SYSTEM
HAFELE BARN DOOR HARDWARE
Hll
IDF CLOSET
STOREROOM (F07) LOCK
US32D
BUTT
LEVER - SARGENT - 8200 SERIES - STANDARD - F
SILENCERS
DOUBLE DOORS
H12
MOTHERS ROOM
PRIVACY LOCK
US32D
BUTT
FLOOR - DOME
LEVER - SARGENT - 8200 SERIES - STANDARD - F
SILENCERS
OCCUPIED INDICATOR
prone Z, am 93 E
I
E01 1
60" LED TV
8
SHARP
LC-60LE66OU
E02
70" LED TV
1
SHARP
LC-70C66OU
E03
RECESSED PROJECTION SCREEN
1
E04
CEILING MOUNTED PROJECTOR
1
E05
REFRIGERATOR
1
GE
ZICS36ONHRH
E06
MICROWAVE
2
GE
ZEB1226SHSS
PROVIDE BUILT-IN KIT FOR CABINET INSTALLATION
E07
DISHWASHER
I
GE
GLDT696D
E08
ICE MAKER
1
HOSHIZAKI
AM -50 BAE-AD
E09
FILTERED WATER MACHINE
2
E10
COFFEE MAKER
3
Ell
COFFEE BREWING MACHINE
4
E12
REFRIGERATOR
1
ELECTROLUX
RH14RE2FEU
E13
MULTI -FUNCTION DEVICE
1
E14
FOOD AND BEVERAGE COOLER
4
21-811
31-011
71-011
AVENUE C PRODUCT
E15
REFRIGERATOR
1
SUMMIT
AL752BBISSHV
21 - 01#
21-011
2'- 81/2"
FEI
FIRE EXTINGUISHERS
5
1
91/2"
611
2' - 011
EQUIPMENT SCHEDULE
UAII I
G R 0 U P&
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
50W*44 St Zuek
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
wwo'.51F41wil
AV IL %V %F N W W
C 2015 Gensler
........... ................. ................ ................... ..............
CEILING TILE AT BOTH SIDES
'AL STUDS @ 24!' O.C.
kBOVE
,TAL STUDS DIAGNAL
@ 32" O.C. TO SLAB ABOVE
CEILING TILE AT ONE SIDE
PAINTED 5/8" GWB TO SLAB ABOVE
5/8" GWB
3 5/8' METAL STUDS @ 24!' O.C.
TO SLAB ABOVE
3 5/8" METAL STUDS DIAGNAL
BRACING @ 32" O.C. TO SLAB ABOVE
METAL STUD BRACING
'001:101=41114191"; 111111161,11
SCHEDULED CEILING
HOLLOW METAL FRAME
AS'
S
G R 0 U P"
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
SCHEDULED CEILING SCHEDULED CEILING SCHEDULED CEILING
SCHEDULED DOOR
Gensler
SHADOW MOLDING TYP. ALUMINUM CHANNEL SHADOW MOLDING TYP.
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
PAINTED 5/8" GWB TEMPERED GLASS SLIDING DOOR PAINTED 5/8" GWB
New York, NY 10020
United States
SLIDING GLASS HEAD DETAILHOLLOW METAL FAME HEAD DETAIL
05 01:
SCALE: 6" 1'-0" SCALE: 3" 1-1211" Edwards,& Zuck
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
ADJACENT PARTITION
L FRAME
v.,1 IL-WWL.L-V I OTITIMI
GLASS PANEL HEAD L Date 'on
, , 1 -1 D . e I s I c I r . i - p - til
106 HOLLOW METAL FRAME JAMB DETAI
02;
SCALE: 3" 1'-0" SCALE: 3" 1'-0"
� Z
PROVIDE ALTERNATE PRICING TO
REMOVE V-0" OF GLASS AND CONTINUE
WALL TO FRONT OF OFFICE
PARTITION AS
SCHEDULED
OF
1111111
mmm��� ALUMINUM CHANNEL
3 -
TEMPERED GLASS
SLIDING GLASS DOOl
SC
TO
M-1*1 N WA LTAILI Z I Ambi I I
-----------
STEEL ANGLE BRACE
CONT. ALUM. TUBE PAINTED TO
MATCH CEILING
SCHED. CEILING
SCHED. GLAZING
kRTITION AS
"HEDULED -41 1
J IL
V U-
--rVII'T—
tj
1/4" 1/4"
VIF T-0",
32" CLEAR MIN.
.UMINUM CHANNEL
FINISHED SURFACE OF
SCHEDULED PARTITION
TEMPERED GLASS SIDELITE
BACK TO BACK PULLS CLEAR TEMPERED
GLASS DOOR ON CTR. PIVOTS
*PROVIDE CONTINUOUS 1/8" CLEAN AND CLEAR SILICONE CAULK AT ALL VERTICAL JOINTS
I
I L.IVIV V.7LrujO
Project Name
............. -
Project Number
59.6358.000
T AOOmO6
04
0 2015 Gensler
DIVISION 08 - OPENINGS
08 14 16 Flush Wood Doors
This Section includes solid core flush wood doors.
The integration of a security system into the flush wood door work is required. The Contractor shall be responsible for the total and complete coordination of
the security system components into the Work.
Submittals:
Product Data: Submit product data for each type of door required. Include factory -finishing specifications.
Submit laboratory test report results of hinge loading, cycle/slam, stile edge screw withdrawals, and stile edge split resistance for fire rated doors.
Shop Drawings: Submit shop drawings indicating location, size, thickness, and hand of each door; elevation of each kind of door; construction details not
covered in the product data; location and extent of hardware blocking; undercuts, special beveling, and other pertinent data.
Indicate dimensions and locations of mortises and holes for hardware of factory machined doors.
Quality Assurance
Quality Standard: Comply with the applicable provisions and recommendations of AWI's "Architectural Woodwork Quality Standards Illustrated, 8th Edition,
Version 1.0, Section 1300" where standards and specifications conflict the more stringent shall be required.
Project Conditions
Environmental Limitations: Do not deliver or install doors until wet work, such as concrete, tile, plastering, wallboard joint treatment, is complete and dried,
and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. Do
not expose doors to sudden changes in temperature such as forced heat used to dry out the site.
I
Manufacturers: Subject to compliance to requirements, provide products by one of the following:
Algoma Hardwoods, Inc. www.algomahardwoods,com
Eggers Industries, Architectural Door Division. www.eggersindustries.com
Marshfield Door Systems, Inc. www,marshfielddoors.com
VT Industries, Inc. www.vtindustries.com
Construction of Doors for Transparent Finish:
Grade: Premium, with Grade AA faces.
Face Veneer Species and Cut:
Ei Cherry
o White maple
o Eucalyptus
Match between Veneer Leaves: Match building standard.
Thickness: 1-3/4 inch (45 -mm) unless otherwise indicated.
Materials:
Particleboard Core Material: Complying with ANSI A208.1, Grade 1 -LD -2.
Blocking: 5-1/2 inch (138 -mm) wide minimum top -rail blocking at doors with closers and bottom rail blocking at doors with kickplates consisting of minimum
1/2 inch (13 -mm) wide single length mill option hardwood outer band and single length mill option hardwood or structural composite lumber inner band.
Vertical Edges: 1-3/8 inch (35 -mm) wide minimum prior to fitting, 2 ply laminated wood construction consisting of a single piece hardwood outer band,
without fingerjoints, and an inner band of mill option hardwood. Outer band to match face veneer for transparent finished veneered -faced doors. Trim non-
rated door width equally on both jamb edges.
Crossbanding: Minimum 1/16 inch (1.5 -mm) thick, low density hardwood, composite, or high density hardboard.
Construction: AWI Section 1300, PC -5 ME, Stiles, rails, and blocking bonded to core then entire unit abrasive planed before veneering. Crossbanding
materials shall extend full width of door with grain running horizontally, tapeless spliced without voids or show through (telegraphing), and directly glued to
core and blocking. Sand cross banding before application of face veneer. Face veneer shall extend full height of door with grain running vertically, tapeless
spliced without voids or show through (telegraphing), and directly glued to cross band. Glue lines between face veneer, crossbanding, and blocking shall
be of a type to comply with the specified warranty using the hot plate process.
Construction of Doors for Opaque Finish:
Grade: Custom.
Face Veneer. Medium -density overlay.
Thickness: 1-3/4 inch (45 -mm) unless otherwise indicated.
Materials:
Particleboard Core Material: Complying With ANSI A208.1, Grade 1 -LD -2.
Blocking: 5-1/2 inch (138 -mm) wide minimum top -rail blocking at doors with closers and bottom rail blocking at doors with kickplates consisting of minimum
1/2 inch (13 -mm) wide single length mill option hardwood outer band and single length mill option hardwood or structural composite lumber inner band.
Vertical Edges: 1-3/8 inch (35 -mm) wide minimum prior to fitting, 2 ply laminated wood construction consisting of a single piece hardwood outer band,
without fingerjoints, and an inner band of mill option hardwood. Trim non -rated door width equally on both jamb edges.
Crossbanding: Minimum 1/16 inch (1.5 -mm) thick, low density hardwood, composite, or high density hardboard.
Construction: AWI Section 1300, PC -5 CE. Stiles, rails, and blocking bonded to core then entire unit abrasive planed before veneering. Crossbanding
materials shall extend full width of door with grain running horizontally, tapeless spliced without voids or show through (telegraphing), and directly glued to
core and blocking. Sand cross banding before application of face veneer. Face veneer shall extend full height of door with grain running vertically, tapeless
spliced without voids or show through (telegraphing), and directly glued to cross band. Glue lines between face veneer, crossbanding, and blocking shall
be of a type to comply with the specified warranty using the hot plate process.
Fabrication
Fabricate doors in sizes indicated for Project -site fitting.
Factory machine doors for hardware that is not surface applied. Locate hardware to comply with DHI-WDHS-3 unless otherwise indicated to match existing
frame hardware preparations. Comply with final hardware schedules, door frame Shop Drawings, AWI Section 1300-G-20, DHI Al 15-W series standards,
and hardware templates.
Coordinate measurements of hardware mortises in frames to verify dimensions and alignment before factory machining.
Openings: Cut and trim openings through doors to comply with applicable requirements of referenced standards for kind(s) of door(s) required, Install light
beads with fasteners spaced for opening size and fire rating indicated. Install wood bead moldings with finish nails and countersink without striking bead, Fill
countersunk heads with putty matching wood bead color.
Shop Priming
Doors for Opaque Finish: Shop prime faces and edges of doors, including cutouts, with one coat of wood primerlsealer as standard with door
manufacturer. Surfaces shall be clean and dry before priming. Apply primer/sealer uniformly without bare spots, runs, or sags.
Factory Finishing
Finish doors at factory that are indicated to receive transparent finish.
General: Comply with the referenced quality standard for factory finishing.
Transparent Finish:
Grade: Premium.
Finish: Manufacturers standard finish with performance meeting or exceeding the performance of either AWI System Conversion Varnish, or AWI
System Catalyzed Polyurethane.
Staining: Prepare door faces, stiles, rails, and cutouts, with toners, or stains, prior to the application of finish to match building standard.
Effect and Sheen: Match building standard.
Installation
Hardware: Apply hardware to new doors in accordance with hardware manufacturers instructions and Division 8 Section "Door Hardware." For
particleboard core doors drill pilot holes of proper size for installing hinge screws. Adjust hardware items just prior to final inspection. Leave work in
complete and proper operating condition.
Factory wrapping shall be maintained on new doors during construction period, and all hardware shall be installed by cutting the factory wrapping at the
mounting location of the hardware item.
General Door Installation Standards: Install doors in locations indicated to comply with manufacturer's written instructions, referenced quality standard, and
as indicated. Where standards conflict the more stringent shall apply.
Job -Fitted Doors: Align and fit doors in frames with uniform clearances and bevels; and to contact stops uniformly, do not trim stiles and rails in excess of
limits set by manufacturer or permitted for fire -rated doors. Field cutting, fitting or trimming, shall be executed in a workmanlike manner. Machine doors for
hardware. Seal cut and trimmed surfaces immediately after fitting and machining using clear varnish or sealer.
Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.
Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering. Where threshold is shown or scheduled, provide 1/4 inch (6.4
mm) from bottom of door to top of threshold.
Factory -Finished Doors: Restore finish before installation if fitting or machining is required at Project site.
Field -Finished Doors: Refer to the following for finishing requirements:
Division 9 Section "Interior Painting."
Adjusting and Protection
Rehang or replace doors that do not swing or operate freely,
Protection: Protect wood doors to ensure that the wood door work will be without damage or deterioration at the time of Substantial Completion.
Refinish or replace wood doors damaged during installation. Replace any new wood doors that are warped, twisted, demonstrate core show through, are
not true in plane, or cannot be refinished to the satisfaction of the Architect.
I., .... ... I.- .... 11 ..... -.1 --- I ...... I ...... -11 ... -1.1.1-- .......... I ...... - ........ 1-1- ... . ....... .......
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Door Frames
This Section includes hollow metal door frames.
Submittals:
Shop Drawings: Submit shop drawings showing scaled elevations, plans, and sections of the hollow metal frame work. Full scale sections shall be prepared
and submitted for details of the assemblies that cannot be shown in the elevations or sections. Include with shop drawings glass thicknesses, metal finishes, and
all other pertinent information as necessary or requested by the Architect to indicate compliance with the Contract Documents. Details of field connections,
anchorage, and their relationship to the work of others shall be clearly indicated for the coordination of the work by other building trades. Details of fastening and
sealing methods and product joinery shall be shown to ensure proper performance of the field installation.
Quality Assurance
Hollow Metal Door Frame Standard: National Association of Architectural Metal Manufacturers (NAAMM), Hollow Metal Manufacturers Association Division
(HMMA) "HMMA 861 Guide Specifications for Commercial Hollow Metal Doors and Frames."
Project Conditions
Field Measurements- Verify hollow metal frame dimensions by field measurements before fabrication and indicate measurements on Shop Drawings.
Coordinate fabrication schedule with construction progress to avoid delaying the Work.
Manufacturers
Provide hollow metal frames by one of the following:
Ceco Door Products; an Assa Abloy Group Company.
Curries Company; an Assa Abloy Group Company.
Steelcraft; an Ingersoll-Rand Company.
Hollow Metal Door Frames
Provide combination type knockdown hollow metal door frames to be used as both door buck and trim, formed to profiles shown, of minimum 16 gage thick cold
rolled steel.Frames shall be splined, tabbed, and miter fit, knockdown type compatible with adjacent construction conditions.
Accurately machine, file, and fit exposed connections with hairline joints.
Typical Anchorage: Frames shall be provided with concealed mechanical compression anchors at top of each jamb and each jamb shall be prepared and
provided with provision for anchorage at floor line of jamb return face. Miter and anchorage type subject to acceptance of Architect.
Mortise, reinforce, drill and tap frames for mortise type hardware. Provide internal reinforcement for surface type hardware which is to be field drilled and tapped
per requirements hereinbefore specified for welded frames and including silencers. Locate hardware in frames to match location specified and in accordance
with the hardware schedule and templates.
Installation
Comply with hollow metal door frame manufacturer's written installation instructions. Do not install damaged components. Fit frame joints to produce hairline joints
free of burrs and distortion. Rigidly secure nonmovement joints.
Frame Installation: Install frames plumb and square, shimmed and then securely anchored to substrates with fasteners recommended by frame manufacturer.
Wood Door Installation: Refer to Division 8 Section, "Flush Wood Doors".
Install glazing to comply with requirements of Division 8 Section, "Glazing," unless otherwise indicated.
Protection
Institute protective measures required throughout the remainder of the construction period to ensure that hollow metal door frames work will be without damage or
deterioration, at time of acceptance.
08 12 16 Interior Aluminum Frames
This Section includes:
Aluminum door frames for interior applications.
Sidelites.
Aluminum framing for butt glazed panels.
Submittals:
Shop Drawings: Submit shop drawings showing scaled elevations, plans, and sections of the interior aluminum frame work. Full scale sections shall
be prepared and submitted for details of the assemblies that cannot be shown in the elevations or sections. Include with shop drawings glass
thicknesses, metal finishes, and all other pertinent information as necessary or requested by the Architect to indicate compliance with the Contract
Documents. Details of field connections, anchorage, and their relationship to the work of others shall be clearly indicated for the coordination of the
work by other building trades. Details of fastening and sealing methods and product joinery shall be shown to ensure proper performance of the field
installation,
Quality Assurance
Installer Qualifications: Subcontract the interior frame work to a firm who has successfully installed interior aluminum framing systems similar in
material, design, and extent to those indicated for this Project and whose work has resulted in construction with a record of successful in-service
performance.
Project Conditions
Field Measurements: Verify interior aluminum frame dimensions by field measurements before fabrication and indicate measurements on Shop
Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
Manufacturers
Provide interior aluminum frames as scheduled.
Materials
Fabricate interior aluminum frame components from aluminum extrusions complying with ASTM B 221 (ASTM B 221 M), 'Anodizing Quality' and
formed to the sizes, shapes, and profiles indicated; temper required to suit structural and finish requirements.
Frames: Minimum 0.062 -inch thick extruded aluminum, knock down, and sized to receive scheduled doors, door sidelight glass, and borrowed light
glass.
Finish: Anodized Finish: Medium matte (non -directional) finished, clear natural anodized complying with AA -Ml OC22A21 finish.
Post Anodizing Finish (Sealing): Anodized finishes shall be fully sealed by the manufacturer or processor according to procedures recommended by
the licensor of the process.
Glass Types: Safety glazing by means of tempered or laminated glass will be provided at all sidelights and locations required by code.
Fasteners: Aluminum, nonmagnetic stainless-steel or zinc plated steel complying with ASTM A164.
Door Silencers (Mutes): Manufacturers standard gray mohair.
Glazing Gaskets: Manufacturers standard extruded or molded gray plastic or EPDM, to accommodate scheduled glass thickness.
Glass: As specified in Division 8 Section "Glazing."
Hardware: As specified in Division 8 Section "Door Hardware."
Fabrication
General: Fabricate the interior aluminum door frames to the designs, shapes, and sizes shown using the materials specified and shown to produce
assemblies which meet or exceed the performance requirements. To the greatest extent possible complete fabrication, assembly, finishing,
hardware applications and other work before shipment to Project site.
Frame Face Dimension: 1-1/2 inches, unless indicated otherwise on drawings.
Glazing shall be performed in accordance with Division 08 Section, 'Glazing'.
Cut, reinforce, drill and tap doors frames in strict accordance with the printed door hardware manufacturers templates and instructions. Provide solid
steel hardware reinforcements, securely fastened to doors and frames where door hardware is to be attached.
Joints in Metal Work: All exposed work shall be carefully fitted and matched to produce continuity of line and design, with all joints, being accurately
fitted for hairline contact and rigidly secured.
Provide concealed corner reinforcements and alignment clips for precise butt or mitered connections. Fabricate frames for glass to allow glass
replacement without dismantling frame.
Fabricate all components to allow secure installation without exposed fasteners.
Installation
Comply with interior aluminum door frame manufacturer's written installation instructions and the Architect reviewed shop drawings. Do not install
damaged components. Fit frame joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints.
Frame Installation: Install frames plumb and square, shimmed and then securely anchored to substrates with fasteners recommended by frame
manufacturer.
Wood Door Installation: Refer to Division 8 Section, "Flush Wood Doors".
Install glazing to comply with requirements of Division 8 Section, "Glazing," unless otherwise indicated.
Protection
Institute protective measures required throughout the remainder of the construction period to ensure that interior aluminum doors and frames work will
be without damage or deterioration, at time of acceptance.
........ - .... -.11-I.I.- ......... � ...... .1-111-1- .... � ... � ....... .1--.1-_-_-.-1- ...... ... ... � ........ ... � ........ - ... � ... ......... � I- ....... 1111--l-I ... - ........ � ....... I ... -11---1.------- ..... .... � ........ � ..... � ..... � ................. � ..... � ... .... .... .... � .... ��,,�,,�,,���.�,�,.���..�.�..'����.,��� ...........
-
I
DIVISION 05 - METALS
05 50 00 Metal Fabrications
This Section includes:
Miscellaneous framing and supports, including but not limited to framing for architectural woodwork, partial height walls, window shades, and projection
screens.
Structural Performance Requirements:
Countertop and Vanity Framing: Provide countertop and vanity framing capable of withstanding the following structural loads without exceeding the allowable
design working stress of the materials involved, including anchors and connections, or of exhibiting excessive deflections in any of the components making
up the countertops and vanities:
All deadloads.
500 pound live load placed on the countertop and vanity.
Deflection at Midspan: L/1000 times span or 1/8 -inch- (3 -mm) whichever is less.
Tube Framing for Partial Height Walls: Provide tube fr min for partial height walls capable of withstanding a deflection not to exceed 2UI440 of the wall
height when subjected to a positive and negative pressure of 5 psf.
Projection Screen, and Window Shade Framing: Fabricate and install framing so that when installed, it is capable of supporting all deadloads and
withstanding the live loads imposed on it from the operation of the projection screens and window shades.
Submittals: Submit, for record only, structural analysis data, for information only, signed and sealed by the qualified professional engineer responsible for
their preparation.
Quality Assurance
Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is
experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of metal
fabrications that are similar to those indicated for this Project in material, design, and extent.
Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code -Steel."
Certify that each welder has satisfactorily passed AWS qualification t st for welding processes involved and, if pertinent, has undergone recertification.
Project Conditions
Field Measurements: Where metal fabrications are indicated to fit walls and other construction, verify dimensions by field measurements before fabrication i
and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work.
Metals
Metal Surfaces, General: For metal fabrications exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do
not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness.
Ferrous Metals:
Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
Steel Tubing: Cold -formed steel tubing complying with ASTM A 500, or hot formed steel tubing complying with ASTM A 501.
Slotted Channel Framing: Cold -formed metal channels 1-5/8 by 1-5/8 inches (41 by 41 mm) with flange edges returned toward web and with 9/16 -inch -
(14.3 -mm-) wide slotted holes in webs at 2 inches (51 mm) o.c.
Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
Fabrication
Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for
shipping and handling limitations, Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated
installation.
Welded connections may be used where bolted connections are shown.
Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices and fasteners to secure metal
fabrications rigidly in place and to support indicated loads.
Miscellaneous Framing and Supports: Provide steel framing and supports indicated and as necessary to complete the Work and which are not a part of the
structural framework
Fabricate units from structural -steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles
indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and
similar items.
Countertop and Vanity Framing: Custom fabricate countertop and vanity framing, using steel shapes and plates, and cold finished mild steel bars at exposed
conditions, for support framing and plywood, to the thicknesses, sizes and shapes shown, and as required to produce work of adequate strength and
durability, without objectionable deflections. Use proven details of fabrication, as required, to achieve proper assembly and alignment of the various
components of the work.
Finishes
Finish metal fabrications after assembly. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for
applying and designating finishes. Shop prime ferrous -metal items.
Installation
General: Provide anchorage devices and fasteners for securing metal fabrications to in-place construction. Perform cutting, drilling, and fitting required for
installing metal fabrications. Set metal fabrications accurately in location, with edges and surfaces level, plumb, and true. Drill holes for bolts to the exact
diameter of the bolt. Provide screws threaded full length to the screw head.
Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded
because of shipping size limitations.
Touch up surfaces and finishes after erection. Clean field welds, bolted connections, and abraded areas and touch up paint with the same material as used
for shop painting
DIVISION 06 - WOOD PLASTICS, AND COMPOSITES
06 10 53 Miscellaneous Rough Carpentry
Provide wood framing, blocking, support, and nailers as required.
Fire -retardant treat all subframing, furring etc, concealed within wall construction.
I Plywood for equipment backing panels: Comply with DOC PS 1 "Construction and Industrial Plywood" for plywood panels.
Thickness: As indicated or, if not indicated, not less than 15/32 inch thick.
06 40 23 Interior Architectural Woodwork
All interior architectural woodwork shall be fabricated in accordance with the quality standards of the AW1 'Architectural Woodwork Quality Standards', 8th Edition,
Version 2.0.
Paneling and Casework: Flush (not raised panel) type complying with AWI 400, 400A (wood), and 400E (plastic laminate); doors and drawers to be either
reveal, or flush overlay, style to be determined through 100% documents.
AWI Custom Grade woodwork:
Plastic -laminate cabinets and countertops.
Solid surface countertops, colors as scheduled herein.
Standing and running trim, shop -primed for field finish.
Closet and utility shelving.
Plastic Laminate Veneer NEMA LD -3, General Purpose Grade 0.050" thick, eight colors and two textures to be determined.
Submittal requirements include: Product data, Shop drawings, Samples of each exposed finish
i
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 92 00 Interior Joint Sealants
Summary: This Section includes interior joint sealants. - Submittals: Not required.
Materials, General
Colors: For fully concealed joints, provide the manufacturers standard color of sealant which has the best overall performance characteristics for the
application shown. For exposed joints, the Architect will select colors from the manufacturer's standard colors.
Joint Sealants
Sealants for Contact with Food: Comply with 21 CFR 177.2600, NSF Standard 51, and ASTM 0920.
Product: Dow Coming; 786 Mildew Resistant Silicone Sealant.
Mildew -Resistant Silicone Sealant (use for joints at plumbing fixtures, toilet room countertops and vanities): Complying with ASTM C920, Type S (single
component), Grade NS (non -sag), class 25, Use NT (non -traffic), Substrate uses G, A, and 0; and containing a fungicide for mildew resistance.
Products: Provide one of the following:
Dow Coming; 786 Mildew Resistant Silicone Sealant.
Pecora Corporation; 898 Silicone Sanitary Sealant.
Tremco, an RPM Co.; Tremsil 200.
Latex Sealant: Complying with ASTM C 834, Type P (opaque sealants), Grade NF:
Products: Provide one of the following:
Pecora Corporation; AC -20 + Silicone
Sonneborn Building Products Div., ChemRex, Inc.; Sonolastic Sonolac.
Tremco, an RPM Co.; Tremflex 834.
Installation
Surface Cleaning of Joints: Clean out joints in accordance with sealant manufacturer's written instructions.
Installation of Sealants: Install sealants so they directly contact and fully wet joint substrates, completely filling recesses provided for each joint configuration,
and providing uniform, cross-sectional shapes and depths that allow optimum sealant movement capability.
Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform, concave
I shaped beads, to eliminate air pockets, and to ensure contact and adhesion of sealant with sides of joint. Remove excess sealants from surfaces adjacent
to joint.
Cleaning: Clean excess sealants or sealant smears adjacent to joints as installation progresses by methods and with cleaning materials approved in writing
by manufacturers of joint sealants and of products in which joints occur.
Joint Sealant Schedule
Interior joints in the following vertical surfaces and horizontal nontraffic surfaces:
Control and Expansion Joints on Exposed Interior Surfaces of Exterior Walls: Latex sealant.
Perimeter Joints of Exterior Openings Where Indicated: Latex sealant.
Perimeter Joints between Interior Wall Surfaces and Frames of Interior Doors, Windows, and Elevator Entrances: Latex sealant.
Joints between Plumbing Fixtures and Adjoining Walls, Floors, and Counters: Mildew resistant silicone sealant.
.... - .... .... I ... 1-1-1- ....... ... - _ I ----11.1 11.1- ........ __11.1--11-1-1.1-1- ... 11-1-1 .... -.1.-._----.1- - ..... ................... - ................... ......... ....... ......... - ........ ...... ...... ... ......... . ....... .............. ........ . .... . ... - .........
�
DIVISION 01 - General Requirements
01 10 00 Summary
GENERAL SUMMARY
This Section addresses:
1. Work covered by Contract Documents.
2. Special insurance.
Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to all
Sections, The Contract Documents are complementary, and what is required by one shall be as binding as if required by all.
Conflicts or discrepancies among the Contract Documents shall be resolved in the following order of priority:
Amendments and revisions (such as Change Orders) of later date take precedence over those of earlier date;
the Agreement;
the Supplementary Conditions;
The General Conditions;
Drawings and Specifications; Drawings govern Specifications for quantity and location. Specifications govern Drawings for quality and performance. In case of
an inconsistency between Drawings and Specifications or within either Document not clarified by addendum, the better quality or greater quantity of Work shall
be provided in accordance with the Architect's interpretation.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
The complete construction of tenant improvements for Compass Group
Project Location: 2 International Drive, Royal Executive Park 11, Rye Brook, NY 10573
Owner: Compass Group.
Construction Manager: Pettreti Construction is Construction Manager for this Project and is Projects Constructor. In Divisions 01 through 49 Specifications, the
terms "Construction Manager" and "Contractor" are synonymous.
1.3 SPECIAL INSURANCE
Contractor's Commercial General Liability insurance shall contain no exclusion that would deny coverage for any claim arising out of or contributed to by any
fungus, mildew, mold, or resulting allergens. If such exclusion exists and cannot be removed by endorsement, Contractor shall submit proof of coverage for
fungus, mildew, mold, or resulting allergens under a Pollution Legal Liability or Contractor's Pollution Liability policy.
1.4 PERMITS
Contractor shall secure and pay for all permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the
Work which are customarily secured after execution of the Contract and which are legally required.
If required by governmental authority, Owner will make application for permits and licenses using
forms obtained and prepared by the Contractor and with all costs paid by the Contractor.
1.5 TAXES
I
Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof
provided by the Contractor which are legally enacted at the time Bids are received, whether or not yet
effective.
DIVISION 03 - CONCRETE
�
SECTION 03 35 43 - POLISHED CONCRETE FINISHING
PART I - GENERAL
DEFINITION
Design Reference Sample: Sample designated by Architect in the Contract Documents that reflects acceptable surface quality and appearance of polished
concrete.
PREINSTALLATION MEETINGS
Preinstallation Conference: Conduct conference at Project Site
1. Require representatives of each entity directly concerned with polished concrete to attend, including the following:
Contractor's superintendent.
Polished concrete finishing Subcontractor.
2. Review [cold- and hot -weather concreting procedures,] [curing procedures,] [construction joints,] [concrete repair procedures,]
[concrete finishing,] and protection of polished concrete.
SUBMITTALS
Product Data, Plan and Mock Up
Polishing Schedule: Submit plan showing polished concrete surfaces and schedule of polishing operations for each area of polished concrete before start of
polishing operations. Include locations of all joints, including construction joints.
Mock Up: Provide 10'x10' Mock Up area prior to final polishing operations to be approved by architect
Build mockups in the location and of the size indicated or, if not indicated, as directed by Architect.
Demonstrate curing, finishing, and protecting of polished concrete.
Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion
Qualification Data: For Installer
FIELD CONDITIONS
Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities
PART2- PRODUCTS
LIQUID FLOOR TREATMENTS
Penetrating Liquid Floor Treatments for Polished Concrete Finish: Clear, waterborne solution of inorganic silicate or siliconate materials and proprietary
components; odorless; that penetrates, hardens, and is suitable for polished concrete surfaces.
Manufacturers:
Bomanite Co. Granite Bay, CA
H & C Concrete Care Product, Cleveland OH
Scofield, L.M. Company, Douglasville, GA
POLISHING
Polish: [Level 1: Matte finish, 100 grit] [Level 2: Low sheen, 400 grit] [Level 3: High sheen, 800 grit] [Level 4: Gloss shine, 3000 grit] [Match design
reference sample].
Apply polished concrete finish system to cured and prepared slabs to match accepted mockup.
Machine grind floor surfaces to receive polished finishes level and smooth
Apply penetrating liquid floor treatment for polished concrete in polishing sequence and according to manufacturer's written instructions, allowing recommended
drying time between successive coats.
Continue polishing with progressively finer -grit diamond polishing pads to gloss level, to match approved mockup.
Control and dispose of waste products produced by grinding and polishing operations.
Neutralize and clean polished floor surfaces.
-a&
WP
I
-
1,
vw
a
I -1 0 M FA S S
olI C
I . I
'' G R 0 U I Pe'
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
-
1, �
" I ,
-
,
,
I
-
zZzzzz ,
,
I I'�
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
"Ak =
Seal / Signature
Description
Project Name i
:
..... .......... ...... � ... . . ... - ........ ............ ...... _____
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number !
:
:
59.6358.000
Scale
.11.._11 ... _1. 111-1--.111111111.1--1
12#1 =1'-0"
:
Description ;
�
�
:
.11 I
SPECIFICATIONS
4 2015 Gensler
'.A-
CU
W
W
0
1
-.4
8
".)
1
-)4
?
M
<D
(��
W
to
cu
CL
E
0
0
—
4)
U)
a
(D
—5?
DIVISION 09 - FINISHES ,
111111111111111
09 51 13 Acoustical Panel Ceilings
This Section includes acoustical panels and exposed suspension systems for ceilings.
Submittals: Provide product data for each product specified.
Assembly Performance Requirements
In areas where gypsum wallboard partitions are dependent on the ceiling suspension system for lateral support, design and install suspension system
components to sustain the imposed load from the completed partition system including a minimum inward and outward pressure of 5 psf normal to the
plane of the wall.
Quality Assurance
Installer Qualifications: Engage an Installer, with not less than 5 years experience in the installation of materials specified, and who has completed
acoustical panel ceilings similar in material, design, and extent to that indicated for this Project with a record of successful in service performance.
Source Limitations: Obtain each type of acoustical ceiling panel and supporting suspension system through one source from a single manufacturer.
Project Conditions
Environmental Limitations: Do not install acoustical panel ceilings until wet work (painting, drywall, interior tilework, and concrete leveling) in spaces is
complete and dry, work above ceilings is complete, and ambient temperature and humidity conditions are maintained at the levels indicated for Project
when occupied for its intended use.
Metal Suspension Systems
Metal Suspension System Standard: Provide manufacturer's standard direct -hung metal suspension systems of types, structural classifications, and
finishes indicated that comply with applicable requirements in ASTM C 635.
Metal Edge Moldings and Trim
Type and profile indicated or, if not indicated, manufacturers standard moldings for edges and penetrations that fit acoustical panel edge details and
suspension systems indicated; formed from sheet metal of same material, finish, and color as that used for exposed flanges of suspension system
runners; provide in longest standard single piece lengths.
Clips: Provide support clips, clamps, fasteners, splines, and other attachment devices as required to align components and to connect components and
transfer imposed loads of suspension system.
Installation
General: Install acoustical panel ceilings to comply with ASTM C 636 and seismic requirements indicated, per manufacturees written instructions and
CISCA's "Ceiling Systems Handbook," and as required to match the accepted sample installation.
Install acoustical panels with undamaged edges and fit accurately into suspension system runners and edge moldings. Run grain of units in one
direction as accepted on shop drawings. Scribe and cut panels at borders and penetrations to provide a neat, precise fit.
For reveal -edged panels on suspension system members with box -shaped flanges, install panels with reveal surfaces in firm contact with suspension
system surfaces and panel faces flush with bottom face of runners.
09 65 13 Resilient Base and Accessories
This Section includes resilient wall base and transition strips.
Submittals: Provide Samples for each type and color of resilient base and accessory scheduled.
Project Conditions: Comply with resilient base manufactuer's installation instructions.
Wall Base: Complying with ASTM F 1861.
Type (Material Requirement): TS (rubber, vulcanized thermoset).
Group (Manufacturing Method): I (solid).
Style: Cove (with top -set toe) at resilient and hard floor surfaces; Straight (toeless) at carpet.
Minimum Thickness: 0,125 inch.
Lengths: Provide all resilient wall base in continuous coils for minimum fleld butt joints.
Outside and Inside Comers: Job formed.
Resilient Molding Accessory and Other
Description: Reducer strip for resilient floor covering
Material: Rubber, Vinyl, or Metal: Schluter, as specified.
Profile and Dimensions: As indicated on the drawings.
Resilient Wall Base Installation
Install wall base according to manufacturer's written installation instructions.
Apply wall base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is
required.
Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned.
Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates.
Do not stretch wall base during installation.
Job -Formed Corners:
Outside Comers: Use straight pieces of maximum lengths possible. Form without producing discoloration (whitening) at bends. Shave back of base at
points where bends occur and remove strips perpendicular to length of base that are only deep enough to produce a snug fit without removing more
than half the wall base thickness.
Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaped notch in toe of wall base at the point where
comer is formed. Shave back of base where necessary to produce a snug fit to substrate.
Resilient Accessory Installation
Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at
edges of floor coverings that would otherwise be exposed.
Cleaning and Protection: Remove adhesive and other blemishes from exposed surfaces.
09 65 16 Resilient Sheet Floorin
This Section includes resilient sheet flooring.
Submittals: Not Required
Project Conditions:
Miantain temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 85 deg D from 47 hours before installation
to 48 hours after installation.
After postinstallation perisof, maintatin temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F.
Close spaces to traffice for 48 hours after flooring installation,
Installation Materials
Trowelable Leveling and Patching Compounds: Latex -modified, portland cement based formulation provided or approved by resilient product
manufacturer for applications indicated.
Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated.
Heat -Welding Bead: Solid -strand product of floor covering manufacturer to match floor covering.
Meat Edge Strips: Extruded aluminum with will finish of height required to protect exposed edge of floor covering, and in maximum available lengths to
minimize running joints.
Preparation
Prepare substrates according to manufacturers written recommendations to ensure adhesion of floor covering.
Concrete Substrates: Prepare concrete substrates as follows:
Verify that substrates are dry and free of curing compounds, sealers, and hardeners.
Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing.
Moisture Testing:
Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture -vapor -emission rate of3
lb of water/1 000 sq. ft. (1.36 kg of water/92.9 sq. m) in 24 hours.
Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing.
Sweep and vacuum clean substrates to be covered by resilient products immediately before installation.
Installation:
Unroll sheet floor coverings and allow them to stabilize before cutting and fitting.
Layout sheet floor coverings as follows: Maintain uniformity of floor covering direction; minimize number of seams; place seams in inconspicuous and
low -traffic areas, atleast 6 inches away from parallel joints in floor covering substrates; match edges of floor coverings for color shading at seems; avoid
cross seams, filler pieces and strips.
Scribe and cut floor coverings to butt neatly and tightly to vertical surfaces, permanent fixtures, abd built-in furniture including cabinets, pipes, outlest,
edgings, thresholds, and nosings.
Extend floor coverings into toe spaces, door reveals, closets, and similar openings.
Adhere floor coverings to substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids,
raising and puckering at joints, telegraphing adhesive spreader marks, and other surface imperfections.
Heat -Welded Seams: Comply with the flooring maufacturer's instructions and ASTM F 1516. Rout joints and use welding beaf to permanently fuse
sections into a seamless floor covering. Prepare, weld, and finish seams to produce surfaces flush with adjoining floor covering surfaces.
Cleaning and Protection
Perform the following operations immediately after completing resilient product installation:
Remove adhesive and other blemishes from exposed surfaces.
Sweep and vacuum surfaces thoroughly.
Damp -mop surfaces to remove marks and soil.
Do not wash or apply floor polishes until flooring adhesives have cured unless otherwise recommended by the flooring manufacturer.
Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures
during remainder of construction period. Use protection methods recommended in writing by manufacturer.
Do not move heavy or sharp objects directly over floor covering surgaces. Plave Plywood or hardboard panels over floor coverings and under objects
while they are bing moved. Slide or roll objects over panels without moving panels.
..
DIVISION 09 - FINISHES
-------
09 29 00 Gypsum Board
This Section includes gypsum board, tile backing panels, trim accessories, sound attenuation blankets, acoustical sealants, and joint treatment
materials.
Submittals: Not required.
Quality Assurance
Sound Transmission Characteristics: For gypsum board assemblies with STC ratings, provide materials and construction identical to those tested in
assembly indicated according to ASTM E 90 and classified according to ASTM E 413 by a qualified independent testing agency.
Project Conditions:
Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written recommendations, whichever are more
stringent.
Do not install interior products until installation areas are enclosed and conditioned.
Do not install panels that are wet, those that are moisture damaged, and those that are mold damaged.
Panel Products
Panel Size, General: Provide in maximum lengths and widths available that will minimize joints in each area and correspond with support system
indicated.
Gypsum Wallboard for Vertical Walls: ASTM C 36.
Regular Type: In thickness indicated and with long edges tapered.
Type X In thickness indicated and with long edges tapered. i
i
Tile Backing Panels: Water -Resistant Gypsum Backing Board: ASTM C 6301C 630M or ASTM C1396IC1396M, 5/8 inch thick unless otherwise
indicated.
Interior Trim: ASTM C 1047 and manufactured from galvanized or aluminum -coated steel sheet, rolled zinc, plastic, or paper -faced galvanized steel
sheet.
Interior Steel Trim Accessories: ASTM C 1047; formed metal sheet steel zinc coated by hot dipped process. Shapes indicated below by reference to
Fig. I designations in ASTM C1047.
Comerbead: Use at outside comers.
LC -Bead with both face and back flanges to receive joint compound; use at exposed panel edges.
U -Bead with face and back flanges; face flange formed to be left without application of joint compound: Use where indicated.
Curved -Edge Cornerbead: With notched or flexible flanges; use at curved openings.
Expansion (Control) Joint: One piece control joint formed with V shaped slot, with removable strip covering slot opening. Use where indicated.
Aluminum Trim Accessories: Extruded aluminum trim with % inch diameter holes in fins for attachment to wallboard or studs; longest lengths available in
profiles indicated; primed for finish painting; sized for scheduled wallboard thickness indicated.
Sound Attenuation Blankets: ASTM C 665, Type I (blankets without membrane facing) produced by combining thermosetting resins with mineral fibers
manufactured from glass, slag wool, or rock wool.
Acoustical Sealant for Exposed and Concealed Joints: Nonsag, paintable, nonstaining, latex sealant complying with ASTM C 834 that effectively reduces
airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies
according to ASTM E 90.
Joint Treatment Materials:
General: Provide joint treatment materials complying with ASTM C 475 and the recommendations of both the manufacturers of the wallboard products
and joint treatment materials for each application indicated.
Joint Tape: Paper.
Joint Compound for Typical Applications: For each coat use formulation that is compatible with other compounds applied on previous or for successive
coats.
Prefilling: At open joints and damaged surface areas, use setting -type taping compound.
Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting -type taping compound.
Second coat: For filling over tape, beads and fasteners. Use setting -type, sandable topping compound.
Third coat: For finishing over tape, beads and fasteners. Use drying -type, all-purpose compound.
Skim Coat: For final coat of Level 5 finish, use drying -type, ail -purpose compound.
Joint Compound for Tile Backing Panels: Use setting -type taping and setting -type, sandable topping compounds.
Applying Interior Gypsum Board:
General: Install and finish gypsum panels to comply with ASTM C 840, GA -216, and the gypsum wallboard manufacturer's recommendations, where
standards conflict, the more stringent shall apply.
Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in central area of each ceiling.
Stagger abutting end joints of adjacent panels not less than one framing member.
STC -Rated Assemblies: Comply with ASTM C 919 and with manufacturer's written recommendations for locating edge trim and closing off sound -
flanking paths around or through assemblies, including sealing partitions above acoustical ceilings.
Install sound attenuation blankets before installing gypsum panels, unless blankets are readily installed after panels have been installed on one side.
Space fasteners in gypsum panels according to referenced gypsum board application and finishing standard and manufacturer's written
recommendations,
Installing Trim Accessories:
Installing Trim Accessories: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach
trim according to manufacturer's written instructions.
Install corner beads at external corners.
Install interior trim accessories where edge of gypsum panels would otherwise be exposed or semi exposed. Provide interior trim accessories with face
flange formed to receive joint compound.
Install aluminum trim accessories where indicated.
Install control joints in locations indicated and where directed by the Architect for visual effect, or if not indicated or directed by the Architect, provide
control joints in accordance with ASTM C 840 which is as follows:
Where a partition, wall or ceiling traverses a construction joint (expansion, seismic, or building control element) in the base building structure.
Where a wall or a partition runs in an uninterrupted straight plane exceeding 30 linear feet.
Control joints in interior ceilings with perimeter relief shall be installed so that linear dimensions between control joints do not exceed 50 feet and total
area between control joints does not exceed 2500 square feet.
Control joints in interior ceilings without perimeter relief shall be installed so that linear dimensions between control joints do not exceed 30 linear feet
and total area between control joints does not exceed 900 square feet.
A control joint or intermediate blocking shall be installed where ceiling framing members change direction.
Taping and Finishing: Complying with ASTM C840 and GA -214; all exposed board junctions and perimeter edges typically, all systems.
Finish Levels:
Provide Level 1 in ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire -resistance -rated
assemblies and sound -rated assemblies.
Provide Level 2 where panels are substrate for tile and where indicated.
I
Level 3: Not used.
Provide Level 4 at typical exposed gypsum board for paint or wall covering.
Provide Level 5 over entire surface of ceilings, soffits, and where wallboard is indicated to receive wall coverings, semi -gloss and high gloss paints, or
markerboard paint coating.
09 30 00 Tiling
This Section includes wall tile for backsplashes and decorative use.
Submittals: Provide Samples for each type and color of tile and grout scheduled.
Wall Tile Products, General
ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI A137.1, "Specifications for Ceramic Tile," for types, compositions,
and other characteristics indicated.
Miscellaneous Materials
Latex -Portland Cement Mortar (Thin Set): ANSI Al 18.4 consisting of the following:
Prepackaged dry -mortar mix combined with liquid -latex additive.
For wall applications, provide nonsagging mortar,
For glass tile applications use mortar that will not show through glass tile bodies.
Polymer -Modified Tile Grout: ANSI Al 18.7.
Polymer Type: Dry, redispersible form, prepackaged with other dry ingredients.
Grouts for Wall Tile: Unsanded liquid latex types in colors as selected by Architect,
Sealants: 'Silicone sanitary sealant', as specified in Section 079200, JOINT SEALANTS.
Wall Tile Installation:
ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series "Specifications for Installation of Ceramic Tile" that apply to types ofsefting
and grouting materials and to methods indicated in ceramic tile installation schedules.
TCA Installation Guidelines: TCA's "Handbook for Ceramic Tile Installation." Comply with TCA installation methods indicated in ceramic tile installation
schedules.
Gypsum Wallboard, Interior (Latex Portland Cement Mortar) Method: TCA W243, place tiles maintaining 1/8" wide joints, and true accurate pattern as
shown.
Grout Installation: Latex-portland cement: ANSI A108.10.
Cleaning and Protecting
Cleaning: On completion of placement and grouting, clean all tile surfaces so they are free of foreign matter.
.- -11--.1.11-
I
DIVISION 08 - OPENINGS
111111111111111111111111111111 11111111111111111111111
08 71 00 Door Hardware
This Section includes hardware for swinging, by-passing, and sliding doors.
Submittals:
Door Hardware Schedule: Submit door hardware schedule prepared by or under the supervision of door hardware supplier,
Quality Assurance
Installer Qualifications: An experienced installer who has completed door hardware similar in material, design, and extent to that indicated for this Project and
whose work has resulted in construction with a record of successful in-service performance.
Supplier Qualifications: Door hardware supplier.
Scheduling Responsibility: Preparation of door hardware and keying schedules.
Handicapped Accessibility: Comply with The Americans with Disabilities Act and local requirements.
Butt Hinges: Standard Weight, Ball Bearing, 5 Knuckle, Steel: Complying with BHMA Al 56.1 A8112.
Butt Hinge and Offset Pivot Hinge Quantity: Provide the following, unless otherwise indicated:
Two Hinges: For doors with heights up to and including 60 inches.
Three Hinges: For doors with heights of greater than 60 inches to and including 90 inches.
Four Hinges: For doors with heights greater than 90 inches to and including 120 inches.
Provide 4 hinges, plus 1 hinge for every 30 inches of door height greater than 120 inches.
Finish: Match lock and latchset finishes.
Locks and Latchsets: Heavy duty Grade I mortise locks with cast lever and rose trim typically throughout. Heavy Duty Grade I cylindrical locks with lever
and rose only where scheduled. Removable cores and core cylinders throughout. Finishes for lock and latchsets shall be as scheduled. Provide strikes for locks
and latches. .
Closers: Overhead surface applied, cast iron body, types meeting BHMA Al 56.4, Grade 1.
Finishes: Primed for paint (USP) at typical doors, US26D satin chrome plated at natural finished wood doors.
Accessory Hardware Items (Floor and Wall Stops, Holders, Flushbolts, Dustproof Strikes, Push and Pull Plates, Kick and Armor Plates, Hold Open Devices,
etc.): Match lock and latch set finishes.
Glass Door Entries:
Trim and Pulls: Heavy duty bar stock trim.
Closers: Overhead concealed closers for doors weighing less than 250 pounds inclusive of glass, rails, and operating trim. Heavy duty floor closers for doors
equal to or greater than 250 pounds. I
Finish: US32D for vertical pulls, exposed accessories and trim. i
i
08 80 00 Glazing i
This Section includes: This Section includes glazing for the following products and applications, including those specified in other Sections where i
i
glazing requirements are specified by reference to this Section: i
Interior borrowed lites.
Submittals: Not required.
Quality Assurance
Installer Qualifications: An experienced installer who has completed glazing similar in material, design, and extent to that indicated for Project and
� whose work has resulted in construction with a record of successful in-service performance.
I
I
Safety Glass: Comply with the applicable requirements of the laws, codes, ordinances and regulations of Federal and Municipal authorities having
jurisdiction, wherever requirements conflict the more stringent shall be required. Obtain approvals from all such authorities. As a minimum provide
Category 11 materials complying with testing requirements in 16 CFR 1201 (Consumer Product Safety Commission "Safety Standard for Architectural
Glazing Materials", as published in the Code of Federal Regulations) and ANSI Z97. I.
Glazing Publications: Comply with published recommendations of glass product manufacturers and organizations below, unless more stringent
requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards.
GANA Publications: GANNS "Glazing Manual".
Products
Primary Float Glass
Float Glass: ASTM C 1036, Type I (transparent glass, fiat), Quality q3 (glazing select).
IHeat -Treated Float Glass
I General: Heat treat glass where required to meet safety glazing requirements.
I
Fully Tempered Glass: Provide glass complying with ASTM C1048 Kind FT and meeting the requirements of ANSI Z97.1. Surface compression shall
be equal to or greater than 1 0,000 psi (69 MPa).
Fabrication Of Glass and Other Glazing Products
Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface
conditions, and bite complying with written instructions of product manufacturer and referenced glazing standard, to comply with system performance
requirements,
Glazing, General
Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent
requirements are indicated, including those in referenced glazing publications.
All glass units shall be installed in accordance with the glass manufacturers recommendations.
Protection and Cleaning
Remove and replace glass that is broken, chipped, cracked, abraded, or damaged in any way and from any source, including natural causes,
accidents, and vandalism.
Wash glass on both exposed surfaces in each area of Project not more than four days before date scheduled for inspections that establish date of
Substantial Completion. Wash glass as recommended by glass manufacturer.
DIVISION 09 - FINISHES
09 22 16 Non -Structural Metal Framing
This Section includes non -load-bearing steel framing members for non fire -rated wallboard partitions, bulkheads, soffits, ceiling transitions, ledges and
coves and suspension systems for wallboard ceilings
Submittals: Not required.
Performance Requirements: System Deflections:
Typical Walls: Wall assemblies shall be constructed for deflection not to exceed 1/240 of the wall height when subjected to a positive and negative
pressure of 5 psf.Walls with Tile Finish: Wall assemblies to receive tile finishes shall be constructed for deflection not to exceed 1/360 of the wall height
when subjected to a positive and negative pressure of 5 psf.
Ceilings, bulkheads, soffits, ceiling transitions, ledges, and coves shall be constructed for a deflection not to exceed 1/360 of the distance between
supports.
Project Conditions: Comply with ASTM C840 requirements or wallboard material manufacturer's written recommendations, whichever are more
stringent.
Metal Framing:
Framing Members, General: Comply with ASTM C 754 for conditions indicated.
Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless otherwise indicated.
Protective Coating: ASTM A 653/A 653M, G40 (Z120), hot -dip galvanized, unless otherwise indicated.
Grid Suspension System for Ceilings: ASTM C 645, direct -hung system composed of main beams and cross -furring members that interlock.
Product Reference: Armstrong World Industries, Inc.; Drywall Grid Systems.
Steel Studs and Runners: ASTM C 645, in minimum depth indicated in partition type details.
Minimum Base Metal Thickness:
Typical: As required to comply with deflection criteria.
Partitions Supporting Wall Mounted Casework: 16 gage minimum.
Depth: As indicated.
Single Long -Leg Runner Deflection Track System: ASTM C 645 top runner with 2 -inch- ( deep flanges in thickness not less than indicated for studs,
installed with studs friction fit into top runner and with continuous bridging located within 12 inches of the top of studs to provide lateral bracing.
Isolation Strip at Exterior Walls: Adhesive -backed, closed -cell, compressible, non -extruding, sound transmission reducing, vinyl foam tape stripswith
approximately 13 Shore 00 hardness that allow fastener penetration without foam displacement, I inch thick, in width 1/2" less than window mullion width,
Product Reference: V730 Norton Sealant Tape; gray color.
Installing Steel Framing, General:
General: Install steel framing to comply with GA -600, ASTM C754, ASTM C840 and the gypsum board manufacturers recommendations, where standards
conflict the more stringent shall apply.
Installing Steel Suspended Ceiling Framing:
Suspend ceiling hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or
ceiling suspension system. Splay hangers only where required to miss obstructions and offset resulting horizontal forces by bracing, countersplaying, 0i
other equally effective means.
Installation Tolerances: Install steel framing components for suspended ceilings so members for panel attachment are level to within 1/8 inch in 12 feet
measured lengthwise on each member and transversely between parallel members.
Installing Steel Partition And Soffit Framing
Install continuous runners (tracks) sized to match studs at floors, ceilings, and structural walls and columns where gypsum board stud assemblies abut
other construction. Secure runners to substrates with fasteners spaced a maximum of 24" o.c. unless closer spacing is recommended by the framing
manufacturer for the floor and ceiling construction involved. Provide fasteners at all comers and ends of runner tracks.
Where studs are installed directly against exterior walls, install foam gasket isolation strip between studs and wall. Installation Tolerance: Install each steel
framing and furring member so fastening surfaces vary not more than 1/8 inch from the plane formed by the faces of adjacent framing.
I
Frame door openings to comply with GA -600 and with gypsum board manufacturers applicable written recommendations, unless otherwise indicated,
Screw vertical studs at jambs to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs.
I
1111111111111111111111111111111111111111 .... * , "
I
DIVISION 08 - OPENINGS I
----- ---
08 41 26 All Glass Entrances and Storefronts
This Section includes: All -glass entrance doors - Full -height glazed lites
Performance Requirements, General: Provide all -glass entrance and storefront systems meeting or exceeding the following performance requirements:
Lateral Loads: The all -glass entrance and storefront work, including glass, shall be designed, fabricated and installed to withstand a maximum inward and outward
lateral pressure of 5 lbf/sq. ft. for sidelights and 20 lbf/sq. ft. (0.96 kPa) for the active door panels.
Seismic Loads: As required byASCE 7.
Deflection Limitations:
Deflections: Base calculations for the following deflections upon the combination of maximum direct lateral pressures, building deflections, and erection tolerances.
The deflection of any framing member in a direction normal to the plane of the wall when subjected to the full lateral pressures specified above shall not exceed
III 75 of its clear span or 3/4 inch (1 9 mm) whichever is less, except limit deflection of glass to 1/2 inch (1 3 mm). Glass, sealants and interior finishes shall not be
included to contribute to framing member strength, stiffness or lateral stability.
Dead Loads:
Limit deflections of metal members spanning door openings to 1/300. The clearance between the member and an operable door shall be no less than 1/1 6 inch (I .5
mm).
Twisting (rotation) of the horizontals due to the weight of the glass shall not exceed I degree, measured between ends and center of each span.
Operational (Traffic) Loads: Design and fabricate all -glass entrances to withstand the operating loads which result from heavy traffic conditions using the specified
hardware, without measurable permanent deflection. Limit elastic deflections so as to provide the normal degree of rigidity required to avoid glass breakage, air
leaks and other objectionable results of excessive flexibility.
Building Frame Movement: Design, fabricate and install all -glass entrances and storefronts to withstand building movements including loading deflections, shrinkage,
creep and similar movements.
Submittals:
Product Data: Submit manufacturers specifications and installation instructions for each all -glass entrance and storefront product specified.
Shop Drawings: Submit shop drawings showing scaled elevations, plans, and sections of the all -glass entrance and storefront work. Full scale sections shall be
prepared and submitted for details of the assemblies that cannot be shown in the elevations or sections. Show direction of satin finish for each component receiving
a directional finish.
Structural Calculations: Submit, for information only, copies of structural calculations indicating complete compliance with the specified performance requirements.
Calculations shall be prepared, signed and sealed by a Professional Engineer registered in the state wherein the work is to be erected.
Quality Assurance
Manufacturer Qualifications: The all glass entrance and storefront drawings and specifications are based on the following:
Dorma-Glas systems using Viracon heat soaked clear tempered glass products.
J.E. Berkowitz systems using J.E. Berkowitz heat soaked clear tempered glass products.
Standards: Comply with the applicable provisions and recommendations of the following standards below, where standards conflict the more stringent shall apply:
American Architectural Manufacturers Association (AAMA): "Aluminum Store Front and Entrance Design Guide Manual."
American Institute of Steel Construction (AISC), "Steel Construction Manual," Current Edition.
Welding Standards: Welding shall be performed by skilled and qualified mechanics. Welding shall be performed in accordance with the applicable provisions ofAW
D1. I "Structural Welding Code -Steel."
Glass Association of North America (GANA): "Fully Tempered Heavy Glass Door and Entrance Systems Design Guide."
Delivery, Storage, and Handling
Packaging of components shall be so selected to protect the components from damage during shipping and handling. Storage on Site: Store all -glass entrance and
storefront components in a location and in a manner to avoid damage to the components, Keep handling on site to a minimum. Exercise particular care to avoid
damage to finishes of metals.
Project Conditions
Field Measurements: Verify dimensions of supporting structure by field measurements before fabrication so that the all -glass entrance and storefront work will be
accurately designed, fabricated and fitted to the structure. Indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress
to avoid delaying the Work, Use Contractor's lines and benchmarks as a basis for measurements.
Materials
Glass: ASTM C 1048, Kind FT (fully tempered), Condition A (uncoated surfaces), Type I (transparent), tested for surface and edge compression per ASTM C
1048 and for impact strength per 16 CFR 1201 for Category 11 materials. All glass shall be heat soaked in accordance with Viracon's heat soaking procedures to
obtain the specified warranty.
Class 1: Clear.
Thickness: 1/2 inch (1 3 mm).
Exposed Edges: Flat edge (cut edge of glass is flat and surface edges are slightly amsed) with polished finish.
Aluminum: AA Alloy 6063 and ASTM B 221 (ASTM B 221 M), with tempering as required to suit performance requirements and finishes specified.
Stainless -Steel Cladding: ASTM A 666, Type 304.
Stainless -Steel: ASTM A 666, Type 304 for plate and flat bar and ASTM A 276, Type 304 for bars and shapes.
Components
Glass Entrances and Sidelights: Provide and extruded aluminum retained, glass and metal frame and door system fabricated and finished to suit the conditions
indicated and specified. System shall be complete with all aluminum framing members, fasteners, anchors, gaskets, washers, glass and glazing, and hardware
components. All aluminum members shall be dad with specified metal cladding. Glass door and sidelight framing system shall be similar to the following:
Manufacturers and Systems: One of the following:
Glassier Door Series 1301; Blumcraft of Pittsburgh.
Total Vision Concept (TVC) Entrances; Oldcastle Glass, Rosemont, IL.
Dorma-Glas Entrance Systems; Dorma-Glas, Inc., Upper Marlboro, MD.
Top and Bottom Rails: Fabricate of one-piece extruded aluminum rails, retaining 1/2" clear tempered glass materials unless otherwise shown. Provide recessed
aluminum headers for door head opening support. Adhesively laminate or mechanically clad rail base metal members, returning cladding around extrusions to
eliminate exposed edges. Fabricate rails with continuous bosses, or serrated edges, to receive dry gaskets to secure the glass in the rails in lieu ofwet glazing
materials. Provide end caps to close off rail ends fabricated from stainless steel.
I Sidelight Channels: Recessed aluminum head channels for concealed sidelight head and sill support. Channels shall be fabricated with continuous bosses, or
1 serrated edges, to receive dry gaskets to secure the glass in the channel in lieu of wet glazing materials.
i
I
Anchors and Fastenings: Material: Steel.
Anchor and Fastener Metal Alloy Types, Designations and Standards: Alloys as recommended by fabricator for the application(s) indicated.
Spacers, Setting Blocks, Gaskets: Permanent, nonmigrating types of material and in hardness recommended by all -glass storefront and entrance manufacturer
and complying with the performance requirements.
Slip and Separator Gaskets: Adhesives and Epoxies: As required for laminating cladding to base components.
Hardware, General: Heavy-duty hardware units in sizes, quantities, and types recommended by manufacturer for all -glass entrances indicated. For exposed parts,
match cladding metal finish unless scheduled otherwise.
Concealed Overhead Closers, Basis -of -Design: Dorma RTS 88 Series, single -acting, center hung.
Bottom Pivots: Rixson Model 370 bottom pivot.
Push -Pull Set, Basis -of -Design: as specified
Overhead Angle Stops: Provide one overhead angle stop per door opening.
Floor Bumper Provide one floor bumper per door leaf. Cast half dome design with rubber bumper.
Overhead Magnetic Devices: Where scheduled, provide one surface mounted electromagnetic lock per door leaf.
Card Readers, Door Releases, and Passive Infrared Detectors: By Ownees security vendor.
Fabrication
General: Fabricate the all -glass entrances and storefronts to the designs, shapes, and sizes shown using the materials, and components, specified and shown to
produce assemblies which meet or exceed the performance requirements. To the greatest extent possible complete fabrication, assembly, finishing, hardware
applications and other work before shipment to Project site.
I
:
!
;
: $*
:
�
:
; dililift
; lm�
� I 11
; . I
� I I I
� 11 I �' I
: I ,�
; � . � I � � -��'.
r I , I -, � I
,
"I
i I .. 11
�
�
� ,
�
,
; � , 1
: e.
i ` 0 M PAS S
: ;
:
: I
;
�
: 0, U
;
:
:
: 4 I - - I
:
:
;
;
:
:
�
;
;
:
:
:
�
!
�
:
!
�
.
i
I
: 2 INTERNATIONAL DRIVE
�
;
:
: ROYAL EXECUTIVE PARK 11
:
;
:
:
; TOWN OF RYE BROOK
:
:
:
:
:
� WESTCHESTER COUNTY, NY 10573
:
:
:
:
:
;
;
;
:
;
:
:
:
;
;
:
;
�
�
�
�
:
:
;
:
:
�
�
:
�
:
;
:
:
:
:
:
:
:
�
:
:
:
;
�
;
:
;
I
;
�
�
�
;
�
;
:
, Gensler
;
i
�
:
�
:
;
; Rockefeller Center Tel 212.492.1400
�
:
�
1 1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
Provide holes and cutouts in glass to receive hardware, fittings, rails, and accessories before tempering glass. Drill, countersink, and chamfer holes using tooling, i
�
:
materials and methods which are selected and applied to prevent spalling of the cut glass surfaces at holes and cutouts. The internal surface of holes and cutouts ;
;
:
;
shall be smooth with minimal roughness from drilling operations. Do not cut, drill, or make other alterations to glass after tempering. i
�
:
i
:
Fully temper glass using horizontal (roller -hearth) process and fabricate so, when installed, roll -wave distortion is parallel with bottom edge of door or lite. Heat ::
t
:
Soaking: After tempering, expose I 00% of all fabricated glass units to the heat soaking process, which is based on European Union heat soaking standards, to ;
:
:
:
eliminate inclusion related glass breakage. Factory assemble components and factory install hardware to greatest extent possible. ;
:
.
A I -Dale. . iption
_ .. I Desce
I-- ... I ... ...... .. ..... -1-11-11 � � �
:
' Seal / Signature
ri to accommodate the swing direction shown. Metal components of all -glass entrances and storefronts shall be cut, reinforced, drilled and :
: ...... � ... � .......... � ......... - .... � ..... .... ---
tapped in strict accordance with the printed door hardware manufacturers templates and instructions. Provide solid carbon steel hardware reinforcements, securely :: ;
:
:
fastened to doors and frames where door hardware is to be attached. : : ; :
:
; � :
Joints in Metal Work: All exposed metal work shall be carefully fitted and matched to produce continuity of line and design, with all joints, being accurately fitted for :
hairline contact and rigidly secured. Where additional rigidity or strength is required to satisfy the performance requirements reinforce entrance components with : :
:
v�ED A
;
aluminum or carbon steel shapes, bars, and plates. : : ;
;
� A, LA
fabrication ; : ; ; :
0 1%1�1 I
Shop Assembly: As far as practicable, all fitting and assembly work shall be done in a shop. : ; :
,
I I
Exposed Fasteners: Not permitted, : ;
; :
. � I -
11 I
. I. 4
; : �
11W t - " i
;
�
Stainless -Steel Finishes � :
.111,
-
, , I
,
,
,
- ��
General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. : � ;
�
�, \
,,, �,
.�', I 11-- "I
: %"`--"'�'�",
: "', ,, .:, ,� ,?;� ,- I
,.-.,- ;� -A�
� I Stainless -Steel Finish: No. 32D, brushed stainless steel.
: , ,�,
: <�' r - I
: -
_j,- " C
! i
I- N ,-
I Anodized Finish: Medium matte (non -directional) finished, clear natural anodized complying with AA-MlOC22A21 finish.
; : :
I Post Anodizing Finish (Sealing): Anodized finishes shall be fully sealed by the manufacturer or processor according to procedures recommended by the licensor of
: : : I
I the process.
: : : ; : :
Installation
: : ; :
General: Comply with manufacturer's written instructions for protecting, handling, and installing all -glass entrance and storefront systems. Do not install damaged
: w
I Project Name �
; :
; �
components. Fit frame joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints.
: :
; " - - - -- I.".�-,���I.I..�.I.�'..�,�l.:�.� ...... ................ - ... - ..... - ... .... - ........ I ... ..
Entrance Doors and Sidelights: Doors and Sidelights shall be securely anchored in place to a straight, plumb and level condition, without distortion. Adjust doors to
! i COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
: �
operate smoothly, without binding, with hardware functioning properly. Hardware movement, shall be field tested and final adjustment, and lubrication, madefor
i ; : �
proper operation and performance of doors.
; : :
Install surface -mounted hardware according to manufacturer's written instructions using concealed fasteners to greatest extent possible.
; �
: :
I Project Number 1
Maintain uniform clearances between adjacent components.
: �
; � - ;, � I I I I I
� i 59,6358,000
Erection Tolerances
; � � :
The all -glass entrance and storefront systems shall be fabricated and erected to accommodate the dimensional tolerances of the structural frame, while providing
;� : ;
. .
the following as installed tolerances.
� � �
� �
� Scale � ;
Variation from theoretical calculated position as located in plan or elevation in relation to established floors lines, column lines and other fixed elements of the
i :
1- --- .- - ... - - - ..... � ; ... � ...... � ........ � ...... � .......... .... � ... - ....... � ....... -
�
i 1 1
; = -Off
� 1211
structure, including variations from plumb, level, straight and member size: +/- 1/4 inch (6.4 mm) max. in any 20 foot (6 m) run, column -to -column bay, or floor-
: ;
� ;
to -floor height.
i :
7 i
Alignment: Where surfaces abut in line, limit offset from true alignment to 1/1 6 inch (1.5 mm). Where surfaces meet at corners, limit offset from true alignment
�
I :
:
: .
I �
to 1116 inch (1.5 mm). : Description :
; :
: I I I I I I I : I I I I I I
:
:
� SPECIFICATIONS
vanation Yom piumb: -/- lio inch �3 mm) max. in I 0 foot k3 m) run or story heignt, non -cumulative. :1
;
:
Variation from slope, or level, shown: +/- 1/8 inch (3 mm) max. in any 20 foot (6 m) run or column -to -column bay, non -cumulative. :
;
:
:
:
:
:
:
:
Cleaning :
:
;
;
Clean metal surfaces promptly after installation, exercising care to avoid damage to factory finished exposed surfaces. Wash glass on both faces not more than 4 :
;
�
days prior to date scheduled for inspections that establish date of Substantial Completion. :
;
�
! A00n5l
@ 2015 Gensler
.......... ..........
DIVISION 11 •,
113100 Pantry ARpliances
This Section includes pantry appliances.
Submittals: Provide product data and roughing in diagrams for each type of appliance required indicating compliance with requirements. Include
complete operating characteristics, dimensions of individual appliances, finishes for each appliance, and maintenance instructions for each appliance.
Quality Assurance: UL and NEMA Compliance: Provide electrical appliances that are listed and labeled by UL and that comply with applicable NEMA
standards.
Pantry Appliances: Provide product listed in Equipment Schedules and on the Drawings.
Installation: Comply with manufacturer's written instructions.
DIVISION 12 - FURNISHINGS
122124 MANUAL AND ELECTRONIC INTELLIGENT ROLLER SHADE SYSTEM
SECTION INCLUDES
Provide manually operated, sunscreen and blackout roller shades as applicable.
Provide electrically operated, sunscreen and blackout roller shades as applicable. Work includes local, group and master control systems for shade
operation with addressable, encoded, electronic drive units (EDU).
Related Sections:
Division 09 - Gypsum Board Assemblies: Coordination with gypsum board assemblies for blocking, installation of shade pockets, closures and related
accessories.
Division 09 - Acoustical Ceilings: Coordination with acoustical ceiling systems for blocking, installation of shade pockets, closures and related
accessories.
SUBMITTALS
Product Data: Manufacturer's data sheets on each product to be used, including:
-Styles, material descriptions, dimensions of individual components, profiles, features, finishes and operating instructions.
-Mounting details and installation methods.
-Typical wiring diagrams including integration of audiovisual systems as applicable.
Shop Drawings: Plans, elevations, sections, product details, installation details, operational clearances, power and control wiring diagrams, and
relationship to adjacent work.
Verification Samples: For each finish product specified, one complete set of shade components, unassembled, demonstrating compliance with
specified requirements. Shade cloth samples and aluminum finish sample as selected. Mark face of material to indicate interior faces.
QUALITY ASSURANCE
Installer Qualifications: Engage an installer, which shall assume responsibility for installation of all system components, with the following
qualifications.
Installer for roller shade system shall be trained and certified by the manufacturer with a minimum of ten years experience in installing products
comparable to those specified in this section.
Fire-Test•Response Characteristics: Passes NFPA 701-99 small and large-scale vertical bum. Materials tested shall be identical to products
proposed for use.
Electrical Components: NFPA Article 100 listed and labeled by either UL or ETL or other testing agency acceptable to authorities having jurisdiction,
marked for intended use, and tested as a system. Individual testing of components will not be acceptable in lieu of system testing. Where applicable,
system components shall be FCC compliant.
PVC -Free Shadecloth: With Environmental Certification
Requirements for Electronic Hardware, Controls, and Switches:
Roller shade hardware, shade fabric, EDU, and all related controls shall be furnished and installed as a complete two-way communicating system and
assembly.
PROJECT CONDITIONS
Environmental Limitations: Install roller shades after finish work including painting is complete and ambient temperature and humidity conditions are
maintained at the levels indicated for Project when occupied for its intended use.
PRODUCTS
MANUFACTURER
Basis of Design Manufacturer for Window Shade System: Products by MechoSystems; Long Island City, NY
ROLLER SHADE FABRICATION
Fabricate shade cloth to hang flat without buckling or distortion. Fabricate with heat -sealed trimmed edges to hang straight without curling or
raveling. Fabricate unguided shadecloth to roll true and straight without shifting sideways more than 1/8 inch (3.18 mm) in either direction per 8 feet
(2438 mm) of shade height due to warp distortion or weave design.
ROLLER SHADE COMPONENTS
Motorized Shade Hardware and Shade Brackets, as scheduled.
Manual Operated Chain Drive Hardware and Brackets, as scheduled.
ROLLER SHADE SCHEDULE
Roller Shade Schedule: Refer to the Drawings for locations.
Motorized interior room darkening blackout roller shades in all exterior / interior windows of rooms and spaces as shown on referenced Drawings, and
related EDU control requirements systems. Include the following as scheduled and as indicated on the Drawings:
Shade pockets.
SHADECLOTH
Visually Transparent Single -Fabric Shadecloth: MechoSystems, EuroVeil@ "5300" or EuroTwill@ "6000" Series: 0.010 diameter (0.254 mm), Opaque,
non -raveling vinyl/polyester yarn, fabric thickness 0.025 inches (0.635 mm).
Extra Dense Twill Weave "6000" series, 2-3 percent open.
Color: Selected from Manufacturers standard colors.
Color: Selected from manufacturer's standard colors or custom color as selected by Architect.
45
ca
0
2
ry
(n
to
CU
CL
E
C�
00
LO
Cn
co
I,—
C�
a)
ras
09 9123 Interior Painting
This Section includes interior painting.
Submittals: Provide product data for each scheduled product.
Provide stepped samples on hardboard or cardboard; three for each color.
Quality Assurance
Applicator Qualifications: Engage an experienced applicator who has completed painting system applications similar in material, design, and extent to
those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance.
Manufacturers: Subject to compliance with requirements, provide products of one of the following:
Benjamin Moore & Co. (Benjamin Moore).
Duron Paints & Wallcoverings (Duron).
M. A. Bruder & Sons, Inc. (M. A. B. Paint).
PPG Industries, Inc. (Pittsburgh Paints).
Sherwin-Williams Co. (Sherwin-Williams).
Paint Materials, General
Material Compatibility: Provide block fillers, primers, and finish -coat materials that are compatible with one another and with the substrates indicated
under conditions of service and application, as demonstrated by manufacturer based on testing and field experience.
VOC Classification: Provide materials, including primers, undercoats, and finish -coat materials, that meet the following criteria for VOC classification:
100 grams/liter or less for flat coatings.
150 grams/liter or less for non -flat coatings.
Material Quality: Provide manufacturer's best -quality paint material of the various coating types specified that are factory formulated and
recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's product identification will not be
acceptable.
Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are
required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturers material data and certificates of
performance for proposed substitutions.
Colors: Provide custom colors of the finished paint systems to match Architect's samples.
Preparation
Surface Preparation: Clean and prepare surfaces to be painted according to manufacturers written instructions for each particular substrate condition
and as specified. Provide barrier coats over incompatible primers or remove and reprime.
Examination
Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. Proceed with paint
application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry.
Application
General Application: Apply paint according to manufacturers written instructions. Use applicators and techniques best suited for substrate and type of
material being applied.
Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions.
Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness
indicated. Provide total dry film thickness of the entire system as recommended by manufacturer.
Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements.
Cleaning
Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. After completing
painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished
surfaces.
Protection
Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and
repainting, as approved by Architect.
Provide 'Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by
others to protect their work. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with
procedures specified in PDCA P1.
Painting Systems Interior
Wallboard: Prime and two finish coats of latex eggshell.
Gypsum board ceilings: Prime and two finish coats of flat latex.
Metals: Prime and two finish coats latex semi -gloss.
Wood doors indicated for field painting: Prime and two finish coats latex semi -gloss.
DIVISION 10 - SPECIALTIES
10 44 00 Fire -Protection Specialties
This Section includes portable fire extinguishers and recessed fire extinguisher cabinets.
Submittals: Submit product Data.
Fire extinguisher cabinets: Semi -recessed cabinets with vertical duo panel doors with tempered glass and surface applied identification of use graphics.
Fire extinguishers: Multi-purpose dry chemical type UL Rated for 2-A:1 O:B:C, 5 pound nominal capacity.
.......... ...................
DIVISION 09 - FINISHES
09 6813 Tile Carpeting
This Section includes carpet tile.
Submittals: Provide Samples for each type and color of carpet the scheduled.
Quality Assurance: Except as modified by governing codes and by the Contract Documents, comply with the applicable provisions and
recommendations of the following:
The Carpet and Rug Institute "The Carpet Specifiers' Handbook."
The Carpet and Rug Institute "CRI 104 Commercial Carpet Installation Standard."
Installer Qualifications: Engage a carpet installer, who has completed a minimum of three (3) projects over the last 10 years which were similar
in material, design and extent to that indicated for the project - as determined by the Architect — and which have resulted in construction with a
record of successful in service performance.
Delivery, Storage, And Handling: Comply with CRI 104, Section 5, "Storage and Handling."
Project Conditions: Environmental Limitations: Do not install carpet tile until wet work in spaces is complete and dry, and ambient temperature
and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. Do not install carpet tile over
concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive and concrete slabs have pH range recommended by carpet tile
manufacturer.
Carpet Tile Types: Provide manufacturers commercial grade carpet tile for 100% glue down installation as scheduled.
Installation Accessories
Trowelable Leveling and Patching Compounds: Portland cement -based formulation provided by or recommended by carpet tile manufacturer.
Do not use gypsum based compounds.
Carpet Adhesives: Water-resistant, mildew resistant, and nonstaining, high solids, low VOC emitting formulations that are specifically
recommended by the carpet manufacturer, as verified through compatibility and adhesion testing for the intended substrate and application, and
that comply with flammability requirements for installed carpet.
Carpet Edging: Provide homogenous vinyl or rubber composition carpet edging in single lengths wherever possible, keeping the number of joints
or splices to a minimum.
Floor Sealer: Type as recommended and manufactured by the carpet tile manufacturer for the applications indicated.
Preparation
Examine the substrates, adjoining construction and the conditions under which the Work is to be installed. Verify recommended limits for moisture
content and alkalinity of concrete substrates with carpet manufacturer.
Installation
General: Comply with the manufacturer's instructions, specified industry standards and recommendations, and as required to match the accepted
sample installations. Apply adhesive in accordance with adhesive manufacturers directions.
Adhere all full size, perimeter tiles, and cut tiles, with a full spread of adhesive. Dry fit cut tiles and apply adhesive to tile back after tile has been cut.
Use full uncut tiles down the center of corridors and, where necessary, cut perimeter tiles to butt walls.
Butt carpet tile tightly together to form seams without gaps or entrapped pile yarns and aligned with adjoining tiles.
Edge Strip Installation: Install edge strip at every location where edge of carpet is exposed to traffic, unless otherwise indicated. Unless otherwise
directed by Architect install in single lengths and secure in accordance with manufacturers directions.
Traffic over adhesive installations shall be restricted until adhesive has properly cured in accordance with the adhesive manufacturers
recommendations.
Cleaning and Protection
Cleaning: As the carpeting is installed, remove and dispose of all trimmings, excess pieces of carpeting and laying materials from each area as it is
completed. Vacuum carpeting with a commercial vacuum, having a cylindrical brush or beater bar and high suction. Remove adhesives, stains,
and soil spots in accordance with the carpet manufacturers recommendations.
Protection: Protect carpeting against damage of every kind as damaged carpeting shall be rejected. Use non -staining cover material for
protection. Tape joints of protective covering. Plastic and polyethylene sheet protective coverings shall not be permitted. Remove and replace
rejected carpeting with new carpeting. At the completion of the work and when directed by the Architect, remove covering, vacuum clean carpeting
and remove soiling and stains (if any) to the satisfaction of the Architect.
09 72 00 Wall Coverings
This Section includes:
wall coverings.
Project Conditions
Environmental Limitations: Do not install wallcoverings until wet -work in spaces is completed and dry, work above ceilings is complete, and ambient
temperature and hunidity conditions are and will be continuously maintained at the levels indicated when the site is occupied for its intended use. Do not
install wall covering until a permanent level of lighting is provided on the surfaces to receive wall covering.
Examination
Examine substrates and conditions, with Installer present, for compliance with requirements for levelness, wall plumbness, maximum moisture sontent, and
other conditions affecting performance of work. Proceed with installation only after unsatisfactory conditions have been corrected.
Preparation
Clean substrates of substances that could impair wall covering's bond, including mold, mildew, oil, grease, incompatible primers, dirt, and dust.
Prepare substrated to achieve a smooth, dry, clean, structurally sound surface free of flaking, unsound coatings, cracks, and defects. At gypsum board
prime with primer recommended by wallcovering manufacturer. At painted surfaces treat areas susceptible to pigment bleeding.
Check painted surfaces for pigment bleeding. Sand gloss, semifloss, and eggshell finishes with fine sandpaper.
Install wall liner, with no gaps or overlaps, where required by wall covering manufacturer. Form smooth wrinkle -free surface for finished installation. Do not
begin wall covering installation until wall liner has dried.
Acclimatize wall covering materials by removing them from packaging in the installation areas not less than 24 hours before installation.
Installation
Comply with wall -covering manufacturers' written installation instructions applicable to produts and applications indicated, except where a more stria
requirements apply
Install metal molding true to line with contact adhesive. Use full stock lengths. Keep joint to a minimum, buff joints to form tight hairline cracks, miter
Cleaning
Use cleaning methods reccommended in writing by the wall covering manufacturer. Replace strips that cannot be cleaned
Remove all droppings, trimmings, and other debris, and protect the installation so that it is clean and without indication of damage.
09 96 66 Clear, Write•and-Erase Finish
This Section includes clear, write -and -erase wall coating.
Submittals: require product data and sample
Refrences
Gypsum Association (GA): GA214, "Recommended Specification: L:evel of Gypsum Board Finish."
Product
Technical Information and Test Results
Suitable Substrates: Gypsum board, smooth sealed wood, previously painted surfaces, and others in accordance with the manufacturers
recommendations
Colors Available: Finish is clear
Finish: Gloss 92 at a 60 degree
Maximum VOC: Less than 50 grams per liter, EPA Test Method 27
Fire Rating: Class A or Class 1, ASTM 84
Scrub Resistance: 10,000+ scrub cycles, ASTM D 2486
Stain Removal: Excellent rating
Basis of Design: Product specified is "Wink" as manufactured b y Master Coating Technologies. Items specified are to establish a standard of quality
design, function, materials, and apperance. Equivalent products by other manufacturers are acceptable. The Architect will be the sole judge of the bz
of what is equivalent.
Accessories: Provide accessories as recommended by the manufacturer, including, but not limited to the following:
a: Markers: Expo Low Odor or Bold Dry Erase Markers.
b: Cleaner/Wipes: Expo Dry Erase Board Cleaner and/or Cleaning Wipes
_A&L
WP
Aam
C S
M AS
G R 0 U PQ
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
[q_111nM
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
@ 2015 Gensler
co
Cn
0
0
M
0
e;
co
co
g
0
cs
00
0
Cn
Cn
h
.a
2
3`
ti
4`
5
...... .......- _.... ....... 6
......,.
7
SHEET NOTES
01 HEAT PUMP UNIT TO REMAIN - COORDINATE
WITH MECHANICAL DRAWINGS
A SHADED AREAS INDICATE AREAS NOT IN CONTRACT.
COORDINATE WITH ENGINEERS DRAWINGS FOR FULL
EXTENT OF DEMOLITION.
B CONTRACTOR TO PROTECT EXISTING MECHANICAL
UNITS TO REMAIN DURING CONSTRUCTION.
C CONTRACTOR TO SURVEY EXISTING PERIMETER AND
CORE WALL SURFACES FOR AREAS OF DAMAGE OR
SURFACES INCONSISTANCIES. PATCH AND REPAIR
AREAS TO MANTAIN INTEGRITY OF THERMAL
ENVELOPE AND TO PROVIDE SMOOTH AND EVEN
WALL SURFACE.
D GC SHALL OBTAIN A COPY OF THE BUILDING
MANAGEMENT'S RULES AND REGULATIONS AND
COMPLY WITH THEM IN ALL MATTERS RELATED TO
THE SCOPE OF THE WORK.
E ALL CARPET AND RUBBER WALL BASE IN SCOPE TO
BE REMOVED & EXISTING RAISED FLOORING TO BE
PREPPED/ADJUSTED TO RECEIVE NEW FINISH.
F GC TO SURVEY FLOOR SLAB/RAISED FLOORING FOR
LEVELNESS AND PROVIDE LEVELING TO ALL AREAS
THAT FALL OUTSIDE OF THE ACCEPTABLE RANGE.
G SALVAGE ALL EXISTING LIGHT FIXTURES AND REUSE
IF FEASABLE.
H REMOVE ALL EXISTING CEILING SYSTEMS, LIGHT
FIXTURES AND DEVICES U.O.N. COORDINATE WITH
NEW WORK
I ALL WALL COVERING IN SCOPE TO BE REMOVED &
EXISTING WALLS TO BE PREPPED TO RECEIVE NEW
FINISH AT REMAINING PARTITIONS.
L ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS
REQUIRED TO PREVENT SPREAD OF DUST, FUMES,
AND SMOKE, ETC. TO OTHER PARTS OF THE
BUILDING. ON COMPLETION, REMOVE PARTITIONS
AND REPAIR DAMAGED SURFACES TO MATCH
ADJACENT SURFACES.
Jam
C 0 M P A
G R 0 U Ps
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
N=
Seal / Signature
Description
Project Name
WALLLEGEND COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
MEMO �r� ,� r � Project Number
,ry AREA NOT IN CONTRACT
59.6358.000
EXISTING PARTITION TO REMAIN
0502 INS ago r
Am
Scale
1/8" =1 "-0"
Description
DEMOLITION PLANS
............ I ................... ---- I --
O 2015 Gensler
I
Iff
mc
IN
I CENTER LINE OF MULLION i CENTER LINE OF
G
I CENTER LINE OF MULLION
H
I CENTER LINE OF
2
3
!-_,N ---N
........... 4
5
.............
6 /
7
�"bi M01441 1L Le -1 I
01 LANDLORD PROVIDED UNISEX ACCESSIBLE
TOILET ROOM
02 CARD READER
03 RECESSED TV
04 SURFACE MOUNTED TV
05 GLASS INFILL FROM FACE OF WALL TO MULLION
06 FULLY RECESSED WHITE FIRE EXTINGUISHER
CABINET - LARSEN 2409 -RI - SOLID DOOR
07 AVENUE C PRODUCT - OWNER PROVIDED
08 ALIGN WITH CEILING TRANSITION ABOVE
A DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
GOVERN. IN CASE OF CONFLICT, NOTIFY ARCHITECT
PRIOR TO PARTITION INSTALLATION.
B GC SHALL RE -INSTATE THE INTEGRITY OF ALL RATED
SYSTEMS.
C ALL PARTITION TYPES TO BE A3A UNLESS NOTED
OTHERWISE
D ALL NEW PARTITIONS TO BE CENTERED ON EXTERIOR
MULLIONS UNLESS NOTED OTHERWISE
E ALL DIMENSIONS AND ALIGNMENTS ARE TO FINISHED
FACE OF WALL, INCLUDING FINISHED FACE OF
MILLWORK PANELING WHERE OCCURS
F GC TO DETERMINE EXACT LOCATION OF FLOOR
CORES AFTER COORDINATING WITH FURNITURE
VENDOR
G PROVIDE FIRE RETARDANT TREATED 3/4" PLYWOOD
BLOCKING AS REQUIRED FOR: WALL HUNG
MILLWORK, EQUIPMENT, WALL HUNG SCREEN
DISPLAYS, ARTWORK AND PRIVATE OFFICE
FURNITURE OVERHEADS;
H REPAIR, PATCH AND PAINT ALL PERIMETER WALLS
AND EXISTING COLUMNS GWB
I GC TO COORDINATE SOUND MASKING WITH OWNER
AND AV CONSULTANT
J DOORS NOT INTEGRAL TO GLAZING SYSTEM TO BE
HELD 4" OFF OF ADJACENT WALL.
K LOCATE DOORS WITH CLOSERS NO LESS THAN 1'-6"
TO EDGE OF DOOR FROM INTERSECTING PARTITION
ON PULL SIDE AND 1'-0" ON PUSH SIDE.
L G.C. TO SURVEY FLOOR SLAB FOR LEVELNESS AND
PROVIDE LEVELING TO ALL AREAS THAT FALL
OUTSIDE OF THE ACCEPTABLE RANGE
M ABANDONED POKE THROUGH TO BE FILLED IN,
PATCHED AND SMOOTHED MEETING THE FLOORS
REQUIRED FIRE RATING.
N PATCH / REPAIR GWB AT ALL AREAS AFFECTED BY
DEMOLITION.
0 PATCH/REPAIR EXISTING COLUMNS WHERE ANY
MILLWORK/BUILDOUTS WERE REMOVED
WALL LEGEND
g I I
.go a
I M 1111
I I I
MEAN ...
AREA NOT IN CONTRACT
- NEW NON - RATED PARTITION
10
0 R 0 U P6
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Project Name
Project Number
59.6358.000
Scale
...........
1/8" =1"-0"
Description
CONSTRUCTION PLAN
0 2015 Gensler
M
CO
F0
�4
D E F
OFFICE OFFICE
'419:4 11140 1110 Eel N WAIA 0 E I 9NA
rI.............. — ...............
2
3
............r 4
............. 5
SHEET NOTES
01 CEILING MOUNTED PROJECTOR - GC TO
COORDINATE PROPER SUPPORTS
02 CEILING RECESSED MOTORIZED
PROJECTION SCREEN - GC TO COORDINATE
PROPER SUPPORTS
03 CEILING RECESSED MANUAL MECHOSHADE
ALONG GLASS WALL - OMIT AT DOOR
A ALL CEILINGS TO BE 9'-0" A.F.F, U.N.O.
B CENTER LUMINARIES IN TILES AN/OR EVENLY SPACE
IN GYPSUM BOARD CEILING, U.N.O.
C DRAWINGS TO BE READ IN CONJUNCTION WITH
LIGHTING FIXTURES SCHEDULE AND SPECIFICATIONS
BY ELECTRICAL ENGINEER. VERIFY ALL LIGHTING
TYPES AND QUANTITIES. IN CASE OF CONLICT,
NOTIFY ARCHITECT PRIOR TO PROCEEDING.
D VERIFY LOCATION AND SIZE OF ALL ACCESS PANELS
IN GWB CEILING WITH ARCHITECT PRIOR TO
INSTALLATION.
E REFER TO ENGINEERS DRAWINGS FOR DIFFUSERS,
EXIT SIGNS, SPRINKLERS, FIRE ALARM DEVICES AND
OTHER ITEMS IN THE CEILING.
F ALL LIGHTS, SPRINKLER HEADS, SPEAKERS, EXIT
SIGNS, AND OTHER CEILING -MOUNTED DEVICES IN
PANEL/TILE CEILING TO BE CENTERED IN TILE IN
BOTH DIRECTIONS, UNLESS NOTED OTHERWISE.
G ALL SPRINKLER HEADS SHALL BE FULLY RECESSED
WITH WHITE COVERPLATES
H PROVIDE ROLLERSHADES WHERE INDICATED ON
PLANS, AND AS NOTED TO BE MANUAL OR ELECTRIC.
REFER TO SECTION DETAILS & FINISH SCHEDULE FOR
SHADE FABRIC MATERIAL.
I ALL GYP CEILINGS TO BE PAINTED P1, U.N.O.
Ashok
0 M P A, S L"31
G R 0 U Pe
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
I
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202,352.1717
Fax 203.352.1818
N�=
6
Seal Signature
.................
............
RCP LEGEND
7
OPEN CEILING TO
STRUCTURE ABOVE - PAINT
STRUCTURE AS SCHEDULED
.w:
PAINTED GYP BD CEILING
APC1
WALL LEGEND
WIN
AREA NOT IN CONTRACT
0 0114 6*1 0 A . • a
I HOUR RATED PARTITION
loss man § I I IVAN
Project Name
.. .. ....... ...
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
1/8" = 1'-0"
Description
REFLECTED CEILING PLAN
2015 Gensler
5
ca
U)
w
0
-114
8
:1
?
M
(D
(''
(n
aco
E
8I
C>
C�CD
00
MLO
Iq
0')
9
CIO
r--
ro
I-
-;
<D
-a
�
(D
0)
.5
(2
:0
8
2
0
CU
�0
L.:
(D
rn
a
(D
:F
L ' ' . . . . . � ' � - . . - . L . . . . . . � . . . � ' . ' � . . . � ' . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . .. , , . . ........ , - � � . , . . - - L I . � I . .- . -� I . � . I . . . I I . . . . . I I - . . � . � I
-1 '� I,. - -, - 1--.
1/1 I 11 -," / "I,-, " /' -1 /' '.1 /1' �
: : z : H ;
'
I C ' f D F "
� A
I :
: ! i : ;
: :
OFFICE I . OFFICE
. I .
: :
I � : z
: ; 2036
� . �
-----
-
T�--
10*02
: CPT2; !
: : : � ; i : :
: : : : ; . I :
: : . : : : �
t ; �
:
I :
OFFICE <� > <� > .
: i ; : :
: OFFICE : : OFFICE �
2028 : ; <� > : : i i , > <� >
: �
I : : : �
: ; 2035
======A
Ir
I
I
OFFICE
.1 ;
: i : <� : : : :
: : � � : : ;
. I . I OFFICE . I . <�
T �
- : : --- OFFICE
: - : i i : : ! .
� � : : :
* ;
; z . F20311 : :
:
.
: : !
:
: !
:
; <�e> ! �
*-----t-
I . .
2034
s- ' 0
OFFICE
2026 . I <�CAFE
: : : ROOM : CORRIDOR : � : :
: ; : : � : i
; t : :
CONFERENCE 4 <� > : t : <� > : <� > :
:
; : : �
: : t :
I :
:
: .
F2-0-32-1
IT Ir � IT Ir
:
; 0 <
- --------------------.- I I � :
: : 1
I
L
1. . - ---- ... -11*-.1 I 4 i- --- :m-11.-. :��- -1- '-�4' 1'--.1----.1- - --- - -1- -------- -- .1 --- - ..' ....... I ........ - ... I --- - � ....... � ... -- . -1-1 ------- I ... ---
,V:.-,. �--. * - . I I .. .... �4- -1. 4 1
.
-- .... .... .�.'- -1- ........ L ...... ' ....... *' "- "***, ... * .............. ** ..... L ------ ... ----------- � ........ 10 ------- ............. ...... -------- L ------------ L% ----- � - J- - ---- � - I ----- � � - --- * I �� . . I . . , I , IN - ' ' 'L ' �� - . . . �A ' ! - �' � � L - - I ' . E ---- ......... .. � ..... ..... ..... .1 � ------ ... -- - ........
� . --- ...... .... - ------------ - ..... ------ I - ----------------------- � ------ ------- - -------- %. I '-- � - �� -:-. -,- � -� .... . � i- : .. .... *� -"",--. ....... �%' , - "'�- % , , - "'., .- .. .... ��---A--'-�--- -:.Ii� - W.�_e� - . % ...... 1-1- . . - .... � - -
� I I � � � . , , . . 1. � ' L ' :
, -. # � .
. I jL ' ' L.� z
: <� 1 I ' I I .1 4 . . . . , % I :' . - '. . I � . %<� >
: ; �' � I � .
OFFICE : : _ i. . .� L
: . , . I .. . : .��
; : ; " I dl,% , .:'� . . � I I L �L .
; � � . � I I . , . 4 : L . 11 �
: i : I I � ' : : I. . . � , '<' CPT2
. A� � , - : � �� � � 1, L � , * . .* 'j, - , , 1. , I : % . : . � - . , � L I- - . � � L .
: % : L L . .
; � ; I I , � : , ' L . - : , , L " � 1� � - . I . -. �L . � , .. . � : . � I . . '� , .. .' L * I ,� . : !
': ,. , L ' . . - � - : % . . 1. .
- � I _ � . � !, . ,
; 41 .. z � 4 � '� �
1.
-.. ;
2059 ; : : I �.' ','� *' .L - ,� � � '. .
; ; -1 - I
; . �- .1 � ', ' - : .
,
; I � , : �*4 ,I i. I
- ; - I . � - . : 4 ' . L .. .e � L . .
_4 - I . i . I � I L I I . I . , - , -�
. :� : L L I , - 0 . . I I % .�. � � . . ' . - a I � . � . I ' .-.4. *
I i . - 4 . , . , . . � 4 � . . , . ,L ' � '�- �
. . I ' I . , . . t . I : L L J��' ��'L I-.4 . �
4 1, � 4 . S 4 - 4. : 4 � 1 i , . . � . % � . I I . � , - , . . ,
. - , , :
. I % .
L I ' . I
I I . � �' . * ' . �
L , * 4 � 1� :_ � , , . L - . . - - � - 4 ..
.11 : �' � , L, . . � , : . � . � I . <�
' :. z , I � . I "I " : i L , . � , �L L ' I I . . L ,� _. .� � - " . L L , . � % 4 1 . , � . .
: , : . . . I � I . I .' . 4 . �.' .. I ; ;
� �: .1 ' - � , �
: t 4 : . . �' L , * � L L ` , ; :
: I : < : <CPT2� > . P4 .;L, I . ". , , - %, � - . . - ;� , :
' :. � . . : ; ------ - -
: I : - � 4 � � ' : : . :. , � , L � � � ' , � : ' ' �- 1 : 1. � . z �.
� - : " : . .� I : f I . . , .4
OFFICE : . ,,� ,. .i � � .
! : -.�RB1 J . - , : . 4 . . �' '. .1 _ L - * . , - ' 4 ' : : L . _ :. L � :.;
'4 � � I - I ;: , . : � . 1. i . � I I : . . . .
I . . 4 I . , I � . . L !
: I i P4 0 I- � . � : . , � . � . I '. L. . . I . I " .i'.4 ' �
-� ' � � " - �L�!� : " �4� � * . � . 11 I . . � , '? .
: : : . I I . � ,4 . � . � I * L : ; , . . � . . � I � 11 ;
; ; . � -. I � - . .': i . . , 4 . � .i 7 . . I . , I . �
2025 � 11 11 L � . I L4 � 4
. I ' . . AL
. � � I ,
'
: : ; . � : " - . . " . I .. , � : I - . . - .. � . L� -
. - _
: : : RBI B2 . � . .. I :' � I
� ; : , � �
. �
I � (I . '.. � :� ". : '� L . 1, 11 -i' .
I . - I *- TR4
. . . . SCI , A _
� -
� . i 1 i!
. I L � - -
-7-0 ; - ; - .4 .- I I . 1. , . � . , . I . " � ,
: : ' L � , I . : � . 1. -� I . '4 ; . . % I ! --,� , 1. . - ' �L .� .1 ; I I I ' 4 --� T1
. : - 'd . L I I I - " I I : . .
t L .. I - . ' : ' � I : ' . . : I �' - L � . � :
I ; . � I � . . � � I - I � , :". . �L : ., I . ! ' L' .
: L I \ . �e � I � . ' 'L .' . � � I I : . I . % L . � . . I I
OFFICE I . 1 4, 1 I _ . , - I I . '� 4 : % I i , :. : , L �' L �. '� A
'
� .
i . . . I 41� - .4, . - I : . : ' � i : : - I L � . � L ' 4 , '�� � , . ��;� � " 4 . . I.: � -, 4. � TR4 -- % L I I ;
, ' . - � . � � ,. 4 1 , : � - : - : L ' � - - . . .: � , . .� . - I - : - L '� " , - . - . �. � � I . I %. � a - I � , I I ..
< > . - . �: I I , . � '. : . . I : :� � . , ,. . : , , . � . � - 4 1 CPT2
. . : ' , L * . - � - I , - - . � I - � . I ' ' .: �' " I 'A ' 4 4 '
. , . �.' 4 , .* . L . , I � � : : . ;
. i , . ' L L I _ , L , 4 , . i 1 4 '� ' L � , , . L , L 'i . ' . - 1 , .. �d - , � ,
! . , , 4 . : . : . � - X •
. 1, I I � I I I I . : . I . I : � -'4 � � , , ' A . _
4. . , ..' I � I I � L . . . � I L I . A� . " ; I . , ,
� I : . I , _ � : I ; � . � , A � � � ,
� L . : � , . 44 ; . � . -- ' . : . " I
i , . .i 4 1 L� . , -L - I � : % I . I - ' : 4 - : 1-
2058 I e lo ' I .
. -
: I . I : - � , � � . . w�- - � ; , � , - �
� --- � � , � � ... � : I :-1 �. . . t . � I I
: I � . , . . i I i : . � : �;, , �4.
; . I : -- , � ,- . ' . , I . \\ � L. .1 I I I 11 .- I . '� . .� . . I I � �
-L. , L. I 0 , . � , 11': � . :; : : : " � �: .I -� ,� 4. : I � �-�---'.� � � 4- �-' I I .- 11 I I ! , . L . I � d : A . � �4 .. . . ;
I � I . I - 11 I . I . *. . I � .1 : 4. �� � , L w. :
.1 . I I I . �
: I . I I � -� i ' .. I � - ;. � , . ------ - � - -
. I : TR4 I . . . % . '. .- : , ,4 - !I L �. I : ir I . . - I .
. . I L i. Is � / \,\ . . ----, � ,� . I , .:4 .
- �, ,� 7 'i , . L .. - . . : . I ". , : �L '�; L" TR4 .
L : \ � . I � � 1 4 L L. � . . , , 'f. � � � . . . . . .. . I , 4,
� # � .. , , ' 7 ' ' � ' . '�. . L 1 4 : � A . I . : I It, ,� 7 , . L : 4 - L , L . . :
. 4 1 . L : * � " , . - , I . 11 * . . I � , , L . :" : L �L I - ' I I ' � L 1� , L .
' . . ..
�L * . : . I . � I : 1 "- , , . . . ; 4 . . w , � � I L .
�'� � " - � W. , . -< > . : .
� :
.
L
� <� >
I
,
... - . . . � , ,
. . � . �
� L CPT2 �" .� � '
. . I � _
I - L. - - � w ' A , . . " - L - � ' . I . I � � . . . , 7 . " 4 . � :' . :' . . L I
L . . � �
I I I , , , , , . . I . I I I L I _ L, - I •a - ' L � 4 ' 4 ' I � - � � � •
I L . . I � I � . L , � . 41
' : . , - '� . * ; - - , . � -� � � ' , �4 4 . , - �'� . . I _ . _ �L ,� L ' ' ' -� * - � : " L I � . ' � 4 � ; t
. I � : . ,- : . ' L . I : I., : , .. _ , , . , . 1 4 . I �
CONFERENCE� . "i 4 1 1 % � , '� •. I , ': \1 : . � L' �4 � . ' . �1. L � I I * � I � - �
� ,.� .
'i , � - � : 7 4 . . . � " �� L , , � ' I ' . �'
. .. ,4 - . � I I I. I . .. � � , . � . - 4 : 74 ' I I ' . 4 - - � L 6� : A ' .. L I : I
. '-, I � , ,i : : � . . � 4 � � : . � , , L .. � . � . . , . - 4 , � . . - - �
I � , - - I � . 4 � � . � a . t L , : % 1 , , L ^4 � .
.. - :� I - , . . . �� � - , � * f I i W * : ; � � . . . ' I � . � ': � . : I . . 4 , : � : ' ! , , ' ' \ . 'i -i -
. . - . ',4 , � , r - , I I L ' . I . - : �� . I . . ; - . I - - , . � i 4� '� ' . I I .
- � . - � . : , . . 4 � . .. � % I � - . , - . . . . .. - , i , � .. I L I 4 . . - ' L � I . , �' .. - � � . . . . � ' � ` 1 "/ �4 ,�: L . . -
I , : , . . � � � . --a- - IL -11 : - : . . � _ - I . , .� - � . I
I . 1. . � , I . I , o I . � I � , . L I . , . I � , .. I . I � � I . , ;A
1 . .. . �� � '
� - I , � .- . . - . . ' ' . � L ' . " � * I :
� -.1 I - 1 4 � � , . �J A - � . I . . 4 ' . � , , - .- '. * � : ' .. � . I 11 4L .
. . '. , � ' ; � . I A.. � a . . ' ' , 4 A : : . . L . I I � I -� 'L '.14 L �� ; , - � , I L �� I I I . , I � . I A : I E 4 , i - ��A
- . �" - . � 1. I , I I . - I
, * - -•
4 . . . .
.. - . 'i . � , . . : . I 1. � 4 4 "�, _ - � . , E
2024 ; . ': 1 .. . . , ' , � �L4. . � _ � ' >
I . I : . I �' I " .'
: . . - . 74 . i . 7, � 7 L ,
'. ' . - - : �:' '� �
I I - � . , I I I � , , ./\,, : - - I . � 4 - . P
; � - � '. ' !- . I * �
. ' I L .. � :� L
, 1. I , , I � - - � . -' �� I . : I , I 'L I : ' L,4 . L � �, � , . - - I - . ' � L i . ; � . , -
4 - � I . I , I 4 � I I I :: L . . , .
: . , � 4 . � � ' I . ' . 11 I , � I - . . . . A . . . , , A i . ' � :'L . � <SC1 /
: ' I 1 4 . , � . I I . � . I , ,- . . I I I _ "
L . '� I . * - - ' Z' . .
-� :� : 1. . .1 . % . L ' . � . . . , � , � , . , , � ! � � � I . I ' ,.4 L , . .
4 � . � - 1% , . I I I . % I . ;
I
I � � . I . . � I � ; , . , . � , L . , . . I ' : . * - I ' ' : ;1 � , . * I - 4 % '_ . - , . I I . � . � I - I � � I : - � : - : - �* 1. . I . , � I :' : � * !
� I ..
' . � . � , 4 1 �i' � -- : '41 �� � � - �i- . - - . ' ' .: �- � � I I " . 1, �, L � '. � �. , , : 4% . \/ A
� : � I . � , I ' . , - 4 . - �' � , . :� � I �L /'�p � , � _ , � % . .. I . . �. . , . '� . I . : , � : I - - , 4.'. � q L. � . 1. . � � * �� . ,- � I L � I- I I I � 4... - . . � , .L I � I � , I , I . :.. , , .
I % I . 4 . OFF : � . , - " ' ' ! , . - ' L . I . 4 I .� . � : ��4 ' - - r
Rv- � � � . - . . 4* . ' -: ' OPEN.' ICE` ' � � * * k' .' . � , , . , 1 -L 4 �' . : �.
-, : I , I . I :& , � � 4�- - �4 4 4 . ' '
. . . w' � . : - _ L � ' L � � . . . ! ' I I A , : �.- , �
� L ' , : , .L .. . . , , P2 �
; - " I I . I I . L . . 1
I ; I.: 1A . , , , . . :. I - 4 - � : . A.� . . . . I % : ' �' : , L 4 1 . , I -' . � . . , .. .� I : � A I I .
� . , : . � - - � , , , � � . I : . I * I . . , � ' - � 4 . Off � ' I
I . � . � . I . : � � ' � : -
; ,4, L . . . '. v I .* 0 , b , I - - I I 4 . . - , I � I - % . � . : . ' , /' 7 . . �i' L �"'. , . I � .1 •
- V ` - .
I . . . ; . � , . : , 15 �: . , I . � I i - ' -. L ' . , I . . I 11 % I : A ' .
; . . .. I - I . I . � , � ; , I .
. . 4 � .. %� " * i . � I � , I � , - L �. .. , , , , a � . -� �B� .. ': � e� . � I !
: � I � '� - , . . � .. . . � . . 4 : -# : �- - , : . - : . � 4 •
. I I , � � . - / � '� , � I L " 4 : . -�
A. 4 ". . 1. - . I . -1%1'�\-`--_ B1 - 7, �.7"'�.� � . �" � ::, : � �'. " .�
, I I � . .- .. %
�
. .* � w <�C �1' , . I . - . . . I �L. . �' : '4 . . . . I I I I " *. I � : ' �' / . - - . i 1� . . . I . I I . ' ' ' .. . ' I L : , . .
. . : � . A � I � . 4� �L I . � I . , . . � .� . !� I .� .
. � , �L . ,
,
- ' , .
VIDEO CONFERENCE . - � . -, � - : ,. - . I 't . I , ... . I - - . , � . _ � � , L - .1 1 13
,
I - ' - 11 A , I . , . - - . ': � . I � 4. � � � . 4 . .. � , I , , I ..
:
. ' - . % , : , I : - , .. � , - � ��
, I . - 0 . i � L '. . - .
: < T>2 L � �s' . ' L - . �� I -JZ� . . � I ". ' , - I I I - , " . ' . 1. I I
I � �' - I L . � : 1� I - I �
: - I .
- ' I I I * � ` L - ' * .: - ' .4
A 1� � . - �* , 'L ' , ..' �f ". ---- : � I I ;
' :1 - . . I 11
. I � I ,-, . � ! . - -
� JIM 4: - L ', L * . ., , - . � .. �' % I I - '. . . . �' : ... 4 , � �' :' '17� ..... I..-,._. '.�* ...... �' , : � - . � , ---- - . � .... - ... ..............
- I -1.1 I , ._'%. � ' . - - A -.: . I � - ' �1 --- ... -
, '
'� �4 ' . . � :' - - ' - L ,� � : . , . I - I I " I , , - "
' .1 , � - I -
, .. ,
L � : . � � , . -' " '.
. L � A . . a , ' .
, �
, I , " ,
- - , -17 .. ....... W .. . .... �:---4 1
1 1 __:: 4 --.-- I - ------ - - TR�4-.... L ------------- - '-- � --.- " , .'. -<TR4 .
... -- .. ..... III ............. ........ - -- --- --- . - . �"' , L ", --"-. LL --- �' .. I - -.1.1- ... -:� f�--_;- �-'- �-.--.- .... - '- .... .- - � .
I . � , f . 11 ----------- -- - -------------. - �- I
T . � - " _. "]." -i ...... 1. ---
. :� � .. ') -'. .
4
FOCUS Room . - t , - . . . " t:�� - L
: ,� I . 'L I I .1 . . � I L. � L.'. i I , ----1-11 I . . 1, . 14 , .- , S. , '� �'
: - I � . : . L - � .' . L
- - : . . :
_ I
: A - : , . � I :
: I � L .� - CPT2 .7114 : 1011 MINE . . . R4
: � " - - - - -' " I 4'A . I q L v I ; �
� - . �- . : . " :. . I �: � . � . i : I. . :
. i . I... : I :
;
, L, .. - - 4 1 � . - : 1,
: :
gg- '... m : . � . , .
,/;V :
055 .r
CPT
� i
� ; : <� > I
'�
� '11 11
.
S/M
, "'. " ;
R4 111111 : :
.. .
; : M � : TR4 :
OFFICE 4 : LL
� :
� � , ::::::d z � ..
� Iv : : :
� :
.
. ; : MAIUMARKETING
; : ;
: ! ! .
2023 : ! ; . I : ; z
: ; :
: : z I
I206
. - ;
1: .:
: : z . I :
OFFICE I - <�
. .
- ; I > :
; , I
; �
: ! :
: ! ;
� <� > 11 I I - . - < T2
! z ; :
! ; :
:
IT_ : :
I I < X ..
. ; -
! : : 4
;
> ; : . .
:
:
: :
: i � :
OFFICE : ; z
: �
. � . .
; ; SERVER � I < > � - :
�. : U : OPEN OFFICE
'
; - ; w ;
OFFICE - . I CORRIDOR ---] I :
� <�e> : F2064 �
IT-- ; -� :
� i L� ;
: � ==3A ;
z - D��fl t
1� : � F2065] ; ; <� > 4
. z : ;
i : ..
'r-
:
. . : �
i
:
: I :
. � . ... : � .
rr
OFFICE ; � ! < > .1 : <�
;
: : r -O � < >
I
i ! :
.L. , - - � � I
[i - 7 ---------- ---- .... 1- - ... ... --- ----- � ..... -. - -.. � - - ...... --11 ..... -- � - - ...... -- ........... - I-- - .... 11--1---.1. I .... 11 L ----- � ... � -------- -.- .... .. �.... ............. ........ - .... I--
.......... � - --- - - - -- - --- --- � .. .. ... - - w! I --1 ........ /*--''*, - ; =I
---- - ...... - - ... I - -.1- - ... I ... 1-- ---- L ------ � ... ------- ... IN -11,11-11, -1-1111 -1 "' ---- ---------- a --- %-- L ----- � ....... % --------- :
:
, : i a I I
;
4
. < > --- I ... � I -111
,
, / . -
, : - :zzzzz:zzzz:zJ : !
,
� :
OFFICE � L-� :
- � ; !
: !
:
============d � <� > . L
! :
IT- "'
'
-
Di -fl- 11 I I - -� T- I IM I
I IT-
T I I - - I
- -*,, < T>2
.
IT I 2 0 . I I
-
1 -fl I ZB2 I < '> : *
- , - -
- - . -
,
.
-,-. . " . � ����� < 4> ..,.-., . .. . i
I . . '. �6>
IT-- -A � <� > ]A .-. U .
Ir-"' P4 __�,J T.
I
-- DB _ " V-1�7 �-'- - ' "' I k
'*
-
Z'TR4 '5� 1 L� L TR4 � �
�- ' l.
TR, ' �'/
I
I
�
'
",
'
'
' '
/
/
0 '
I
I
II/
/
�
�
�
1
� `f�//' - -/ le
I 11(/ 11�1
I � 111 "-
I P, '- "� lime"
I
,
'.'
I
11 �'�.".. I
,
" . 'I'le
. W.. �.
0// , I �
1�� /
I I '�o
'
"
�'/
'
/
/ -,
-
I 1�1
FILES �./,�-,�//�,(/,/�,/"""/-"�/,�-",%"?O, ; �� :
rr
. :
OCUSROOM
�
: : I2063! ; �
: : :i i
OFFICE : : : 1 ; :
! : : : �
: :
z : 2061 <� > :
:
: : I
z ; ; - .
: - ---
: : 11rr
rJ
: . I
. <� > <� > �
: <
: CPT2
lr__ I � 0 .
PRINT : .
: :
: /^\ P �T2 :
� . . �
I :
i . I
I
0-------- �
: ;
! :
14 :
; :
: �
: :
: : f -C--
; 4
1 1 . -- <� > L/I N\Yl' ��' � , > 1
011, 4 0 ; ;
� �
0 1 ;
!
� .
I inn
--
--Ik\-\-��X-iw�.=-.�=.==,.�-�=-�,.-=--I-- :
�
I
; ^
wml.e
rDTQ L ;
- : �
: :
: :
TR4 In . � I <CPT>2
: I :
:
11 I : <� >
, %4
I �' 11 I
. .
.
� - :
' � I '�'� � , , , , � ' . I .� 1. � �-
-' I . � '. . I . 11 I
"I rwci� 7 7 � �..
1 � .��. � I 1?11�p . I.,. I .. WC1 � P4
. .
�B2 \ 1: � '4 WB1 I �
�� . . . I t �
' .' d - 1. � RB1 RBI � �
: 01 , I , • " : � CPT2
� - 1 I .
� I , 4 A - 11 I
�
' I , I I
I ' I ' : .
GPT2;
' ' :
: \ � < >
� I . iii , >
4�:' � � . - -� : � . � I �
-
I . :� . ' 11 \ z
<� >
%. � 7" \/S '. 11
::: C 1 - I � � � I I - �
t � il � - :� � I -a. . .
. A I : � .
..
.� , � . WD1 . L , :. �. . - .
: . 40. � .
.
I . .
I I - .. . ' '�'P '
: . . A � 4, , I I , . I I � . i � t 4 . . " � 4
i 4
I . - . � I i 4 1 A I 14 � , �'
: ,
,
P4 . ��' I
. � . . * ' ,
: _ . . � " � I . / �.-- � M I / I - I � . .� - ,
. 4 � , *1 � , I I I . ' �. � '� . � - 7 , :i . i � * ? , ' � . Aj , . .! . . .' " ' � � - � �.
. - . , .
� � I . . I . .
1 � . I ' :v � I � I .. - i � - , ' . I - � ' . i 4 � - , . : , , � . . . a'
.a.
,� . I . - - . : 4 .' - - -�� , .' . I 1. I . -� I I I _ � . : - � I I �l � .
- : I � . � � .. , I . . . I . .. � � -� %� - � - - - - � , � . , � I
i . . 4! 1 1 ed- � I 4 .� � � I .1 . a -.1 � I
� I . .. � - . � . :' �� 11 . �� I ; . . I ..tea
. �4 , ' * � ' . I . , .. , , . - � � --: . , � - � ' , ' 11� - . ' ' . : * I . . I . I . � I 4 I
4 . -- - . . . ' I- ' I - , �. � : 4 4 .'
!-, � . , � . I , - - a � , .
, � - � �' , � �: I - , � . . I � I
� - - � , - - � . I I �. , : . . � , -� . . , . , � . . . � , 1 4 - 11 . I I
. , I '. . . d , . . I � 4 � v. : : - - 7 ., - . � � I I . . . - 4 ; . I - � I � 7��;!"-� �' - ��- I I . � � -i � I , �� : . . � ; -
' : � ' - ' � � . � � I ., . I � . �;' . I
GPT2
: .� '� I , . � . , � ' ' . I I . '. , .- � I . � . .. t� " . . - - I � .. 1, . . � : ' . � 42 . . � .. . : I . �
"I . � � I - . 4 � . , . I I I I A , .
: � . , . � . I .� . - -� .� : : . � .� , � : .� , - :1 . . . . - ' I ' ,
: .' . . . . � I I I - . 1, � . I � : 1. I : , � , I I � � �
: I . " . % . 4 � . � . � . . I � . 11 . � � � - I I . . 4 . � . : . - � � � : . . .� � I , , .. '-� , SCI , 1, , . :' 4 � , . . � ,. .
�� - ' ' I � , " .
; . - ' 11 � '. , , I I , . . . . � .
: . � . � , . '. � � I . :' � , , � . �
; . : �' i . , �. � � � , , : . I
" -A �, . � I . �
... � .
:' ,. I . I � . . I , , , - . � � � .- . I 4 ' .1 . I - I . i � , 4 � � I
. I . 4 �. " , 4' I A .' . ; . � � � , � � . . . �� . . 11 f I
. ; --� I I . ; � , , . , , I . I . I 4 : , , , I . . . . . . . I " lr�
. � � ' I I � 1 .14. � . . , . : , 4 � . 1� 4 . � , , � -
<� > I 1 4 , I � �: . I -rpl - i '4 , � , � . . � : , . . I � . � �9 I I . : : , � A.
; - I � ' - - � I I � � , , . :
. � � : : .�� : �
1 4 . . 4 - , . , :� I I 'o . . I , I * _ � . , � �.4 � A � . . � . : 4 � � ..
I . � , I . 1. ': ' I � . � . I , I .1 . I 1. . , . � '. � _ . � . 4 1 - I � . � ,
. � . � : - � A - . . . ! I -� . � , . . � I I - �
. . � � I , . , � I I ' � I ,� I : . 1 ' A, . . 1. �' . . I
� -------��- -- - ��-�� ' ' � - I . . , '� � . � '� I 4 A : * ' ' I - � , I <� >
.4 - �: ,': 4 ,i ' I .:. . . � k� . � � . '.
� �Bl � I . . I . A 4 . . � ,� . . - . . . . - .
- .. � ' '4 1 : -.4 : : - ' � . . � , . . I -� . I: : . � � .".. . , . � I
. I . ' ' .� - ' 4 � - . . A' . 4 4' � , ." . - I � � � ,� .. . . � I . * .1 1 4 ' � � - . I I .
� . : . . I � 14 � � , � 1 -4 1 A� .
: . � . 1� . , , � �' � i� � , .. � . . . , : . 4 : 4 . , . , - � � � � .� � 1 4 "! I � �, � ,- I A -� � I �, I 1, , . 4 ' ' '� . . -1 I -! I �
I �� , � . 4 , , . - � , � , A : - . .
I . � . I . . 1 * ' EXP
:' _ , - 1,4 �-:' , � I I ' , : -
-------I -'-�'�.' ... -1-1. : - - - -- I - ' - -�- : '. .
- � I 4 . . -
- - . , �- �.4
_�....
- °....'. .�� 4 ------ - 11-17 1: .� --�Z- 4- �i -, -'. ..'.. - I;?- � f .1 � � 11 ..... ;- - �-'-- ��.' . . .
- ... - .... - -- ... I I. I -- � I Im � - . � .... . -L--:�i� . : ..
M ---- - -.. -- - - ... L��I E : .. .. �� I
.
--. - -on= - . .1 .:' . ,. �. I I �. � � 7- i .
- � , , , . I � 4
1. . � : - I � 14 : . - , 6 . : � , ; .
q 7 - �i.::. � 4% . I . � I -
m=T1
; ! C.
.... . - . . I
I . - � .
I I I
:- .. . � � , 1� � 1! - -
. - . . � � � - " �!� .: .
�am-.
, .. . A I � I � -� . : 4, ., ' - . I
:I I
� I : ,
� . . & . A
-�., . - - '. ': � .' 1, I I I . ,. , . I
�4 � , 4
. I I I - .
, . , �
' I . I I I
z �-
RECEPTION COATS :: CORRIDOR CONFERENCE OFFICE ; TR4 I . - :
I i : :
--- --- --- --- --- CPT2 :
: : 2017 : : TR4
F2020] ; E26191 F20501 : F20181 F2049] �
: :
<� >
�
t ; ;
: ! :
. I I
- ... - -- -1-1- ... � ... .1 ....... 1. ... I .......... -1..
! : 16-== -11- - ... � ... - ... --f�� -- - - E ----------- .... E�1' '11.---:�t�
I
.....- . � ... R ... 11.1--.1.1. ....
! : I .
:
I
RUM
111M
- ... - .... I ........ � i I . �!
•��
OFFICE
Y
72005
-
OFFICE
F2-0-4-0-1
--- - ....... 11---- ... * ._.I ...-
OFFICE
C1f OFFICE
2041
OFFICE
1�1OFFICE
F2-00-71
OFFICE
-24j43
'r OFFICE
... - . ..... ,,,..2044.. ... ,
--T
OFFICE
-181 OFFICE
IDF CLOSET
, : � i ;
4 t
� �
I
.
I
F -20-7--1i OFFICE
12r
:
:
! :
: :
MOTHERS ROOM
i
?I
"
---
F20721 -
OFFICE
-
: � :
I-
: : : ; :
- - - ------ -- ---- -- - -- ----- - - 2010
I
: � I
:
. ;
:
�
OFFICE
OFFICE
-
F20-461
;
� :
1-
; :
: : : : t
VIDEO CONFERENCE
:
�
---1
F2047
. : :
OFFICE
di
I
I F2-01-1-1
il
I
OFFICE
-121 COFFEE
................. F2 -0 -48 -1, -
OFFICE
F2-01-31
OFFICE
F2414
/-"""\
i
I ...... --- ........
3'
,
�
-.-
/'--'1\
,
-- - ------ I--
,, 4 "
' .
'--"
/� �
I
--- ----.1 k 5
'-11'
."-",
/ "
�
I-- -----� . 6 )
�
� I
-."
/.-"�'
,
1-1- I ------------ - il "7 )
"--�
:
:
:
i
;
� I
;
;
!
SHEET NOTES
:
: two
:
;
: F
: �1!0-
" .
;
I
01 ALIGN TRANSITION WITH CEILING TRANSITION '*0I '*0 I �
awl, ".f�
ABOVE :
; I
;
: I
;
; 1
02 INSTALL CARPET IN DIRECTION AS SHOWN : 0"' UUMPASS
GENERAL NOTES
I I I I
A PAINT WALLS P1, U.O.N.
B ALL FLOOR TRANSITIONS SHALL OCCUR AT
CENTERLINE OF DOOR U.O.N.
C COORDINATE EXTENT OF FINISHES WITH INTERIOR
ELEVATIONS
D ALL CARPET TO BE CPT1 U.O.N.
!
:
!
; 4
1
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Ana71 -� rr
�
i
Rockefeller Center Tel 212.492.1400 :
:
:
:
:
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472 �
;
�
;
New York, NY 10020 1
:
;
United States p
T
;
�
:
i
�
;
i
:
;
:
:
:
:
:
:
:
i
�
;
:
M:1 �
:
�
:
14111warft Sit
wk Z ;
I ;
I
:
EDWARDS & ZUCK, P.C. ;
MEPF Engineering �
:
�
30 Oak Street �
�
:
Stamford, CT 06905 ;
I
;
;
Tel 202.352.1717 ;
�
;
:
Fax 203.352.1818 �
Date I Description
- ....... I ... -1 ... -----1-------- ... ---.11--
-
: I :
; Project Name
: I :
: I :
... --- ... -1--l-1-1-1-1-11 ..... -1 ----- W.- .... -- ... � .... � ....... � ............... - � ... -- - � ..... --- ...... � ............... - .....
� ;
;
: :
WALL LEGEND : COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT �
: :
. �
! Project Number
; x :
:
�
I AREA NOT IN CONTRACT ; I
I �
;
� : :
� 59.6358.000 :
; �
; :
EXISTING PARTITION TO REMAIN
;
�
: Scale
I i
: : :
. �
,
... --- ......
: :
NEW NON - RATED PARTITION ��- - -10, * ' ' ' ' "', * "' - - ' - - ' " " ' ' - ' ' - - -- ' ' ' "'*'
; -011 ;
: 1/8" = ;
: :
I : �
KXAKKBKXMKN I HOUR RATED PARTITION
. .
�
;
� Descripion
I
:
; t
1 a a M a LRE-1XX 2 HOUR RATED PARTITION
FINISH PLAN
;
�
:
: : �
: : �
: ; �
� ;■:
FINISH PLAN - LEVEL 02 1 � : ; AU4nU1 �
: ; ;
: : �
I ; i
� : : :
1 0;# ; : �
SCALE: 1/8" = I'-
.1 ..... I-- .... � ...... ---- ........ - .......... � ...... - -1-11-1- 1-1-1-1 -- � - ... ---- --1.1.1-1- ... -.1 ... - ..... - ... I ... ......' ...... 1-1-1-1.111--- ... � ... - ... � .... � ......... --l-1-1 ........ �,�.��,�-���.I.��.�.�.,���,�..'� .... � ......... � ......... - .... -- .... --- .... � .... - ......... - .... � .... � ....... � ...... � ... � ... -- ...... ---
C 2015 Gensler
�g
CU
co
2
M
C=?
00
LO
Cn
CLs
co
r --
co
r--
CD
cll
r
CO
CO
Kil
.......... 2
............. 3
4
6
7
SHEET NOTES
COMPASS
G R 0 U PO
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
GENERAL NOTES
A THE FURNITURE PLAN SHOWN ON THIS SH IS
ISSUED FOR REFERENCE ONLY. REFER TO THE
FURNITURE PLANS PREPARED BY THE FURNITURE
VENDOR(S) FOR FURNITURE LAYOUT INFORMATION.
WALL
LEGEND
E
KIM= AREA NOT IN CONTRACT
ON
EXISTING PARTITION TO REMAIN
NEW NON - RATED PARTITION
I HOUR RATED PARTITION
EK13MEEKJMK33M
2 HOUR RATED PARTITION
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
@ 2015 Gensler
00
I
1 ENLARGED PLAN 2
SCALE: " =
1/4 V-0"
751=9"
D F
I
IAUV.V I
Sim
•
01 LANDLORD PROVIDED UNISEX ACCESSIBLE
TOILET ROOM
02 CARD READER
03 RECESSED TV
04 SURFACE MOUNTED TV
05 GLASS INFILL FROM FACE OF WALL TO MULLION
06 FULLY RECESSED WHITE FIRE EXTINGUISHER
CABINET - LARSEN 2409-R1 - SOLID DOOR
07 AVENUE C PRODUCT - OWNER PROVIDED
08 ALIGN WITH CEILING TRANSITION ABOVE
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal I Signature
Project Name
WALL LEGEND COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
'Ell
AREA NOT IN CONTRACT
1 59,6358.000
EXISTING PARTITION TO REMAIN
Scale
NEW NON - RATED PARTITION ... .. ..... .. . .... . . ..... ........ ...... .
i As indicated
EELLJNLA I HOUR RATED PARTITION
Description
2 HOUR RATED PARTITION
ENLARGED PLANS
A06mOl
2015 Gensler
�CU
a AQ
0E 4� NMI
� { j
_
_
_
_
rax zw.ou-iow
Seal I Signature
RCPLEGEND
OPEN CEILING TO
STRUCTURE ABOVE -PAINT
STRUCTURE A8SCHEDULED
PAINTED GYP 8DCEILING
APC1
Project Nome
COMPASS GROUP - 2ND FLOOR INTERIOR UPRT
Project Number i
59.6358.000
Scale
As indicated
!
Description
_�-�--' -'- -- --- _
ENLARGED CEILING PLANS
UZ7 vi so 0- 'r
",- w "" "' w w 'b- w w ' `8-8-
SCALE: 3/8"
-LLe%
PRINT/COrM- TN/ ffZ062
SCALE: 3/8" = V-0"
'15
I
z
19"-4n
05 CORRIDOR #2067 - SOUTH WALL
SCALE: 3/8"
0212
am
CAFE #2033 - EAST WALL
SCALE: 3/8" = V-0"
I--- I
01 CORRIDOR#2067-1
SCALE: 3/8" = V-0"
4
Ni
I I
10 CAFE #12033 - BAR COUNTER
1'-0"
I
OPEN
OPEN
Z
OPEN
1/2`° CLEAR
TEMPERED GLASS
GLI
I
i
1/2"CLEAR
I TEMPERED GLASS
I GLI
J
CE)
J
RB1
z
19"-4n
05 CORRIDOR #2067 - SOUTH WALL
SCALE: 3/8"
0212
am
CAFE #2033 - EAST WALL
SCALE: 3/8" = V-0"
I--- I
01 CORRIDOR#2067-1
SCALE: 3/8" = V-0"
4
Ni
I I
10 CAFE #12033 - BAR COUNTER
1'-0"
I
1
GLASS FILM
PATTERN - TYPE I
2
GLASS FILM
PATTERN —TYPE 2
* ALL GLASS FILM PATTERNS T.B.D.
OFFICE GLASS FILM OPTIONS
SCALE: 3/8" = 1-0"
3
GLASS FILM
PATTERN - TYPE 3
SHEET NOTES
01 RECESS FOR WALL MOUNTED TELEVISION
02 1/4" V REVEAL
03 CONTINUOUS DOOR SLIDER TRACK HARDWARE
04 FULL HEIGHT SLIDER DOORS, PAINTED P4
05 COMPASS LOGO, STAINLESS STEEL PIN
MOUNTED
06 INSTALL WOOD (WD1) STARTING WITH FULL
WIDTH BOARD AT CEILING
A. CABINETS TO REFERENCE HARDWARE HW1, U.O.N.
Jam
I I elwmp'ww�'
"1190 P It S S
UUM A
G R 0 U Pt
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
51=
Rockefeller enterTe! 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal / Signature
dwl"M711- F,
§MOM' 'E''
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
.......... -- ..............
3/81' =1'-0'"
............
Description
INTERIOR ELEVATIONS
U1 I
MA
0 2015 Gensler
OPEN
OPEN
Z
OPEN
1/2`° CLEAR
TEMPERED GLASS
GLI
I
i
1/2"CLEAR
I TEMPERED GLASS
I GLI
J
J
1
GLASS FILM
PATTERN - TYPE I
2
GLASS FILM
PATTERN —TYPE 2
* ALL GLASS FILM PATTERNS T.B.D.
OFFICE GLASS FILM OPTIONS
SCALE: 3/8" = 1-0"
3
GLASS FILM
PATTERN - TYPE 3
SHEET NOTES
01 RECESS FOR WALL MOUNTED TELEVISION
02 1/4" V REVEAL
03 CONTINUOUS DOOR SLIDER TRACK HARDWARE
04 FULL HEIGHT SLIDER DOORS, PAINTED P4
05 COMPASS LOGO, STAINLESS STEEL PIN
MOUNTED
06 INSTALL WOOD (WD1) STARTING WITH FULL
WIDTH BOARD AT CEILING
A. CABINETS TO REFERENCE HARDWARE HW1, U.O.N.
Jam
I I elwmp'ww�'
"1190 P It S S
UUM A
G R 0 U Pt
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
51=
Rockefeller enterTe! 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal / Signature
dwl"M711- F,
§MOM' 'E''
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
.......... -- ..............
3/81' =1'-0'"
............
Description
INTERIOR ELEVATIONS
U1 I
MA
0 2015 Gensler
I
1- 6"
10 CAFE #2033 - FEATURE WALL NORTH
SCALE: 3/8" = 1'-0"
I
I
05 CONFERENCE #2049 - WEST WALL
SCALE: 3/8" = V-0"
C_-
06 CONFERENCE #2032 - EAST WALL
SCALE: 3/8" = V-0"
P '
84111 � I
1100
7saRkTolljo,1111 k
a
02 CORRIDOR #2018 - SOUTH WALL
SCALE: 3/8"= V-0"
I ---- I
.1
4! - 9 5/8"
1
03 RECEPTION #2019 - EAST WALL
SCALE: 3/8!'= V-0"
1
04 OPEN OFFICE #2068 - WEST WALL
SCALE: 3/8"= V-0"
6"1 ON I 9 -AA ilk L41 9
01 RECESS FOR WALL MOUNTED TELEVISION
02 1/4"V REVEAL
03 CONTINUOUS DOOR SLIDER TRACK HARDWARE
04 FULL HEIGHT SLIDER DOORS, PAINTED P4
05 COMPASS LOGO, STAINLESS STEEL PIN
MOUNTED
06 INSTALL WOOD (WDI) STARTING WITH FULL
WIDTH BOARD AT CEILING
GENERAL NOTES
COMPASS
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
I AS
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Al Date I Description
----t .......... t.-- .....................
Seal/ Signature
.................
2015 Gensler
PARTITION BEYOND
3/4" PLASTIC LAMINATE
TOP, BACK AND SIDES
ADJUSTABLE
PLASTIC LAMINATE SHELF
DUTORM:
NOTE: ALL EXPOSED AND SEMI
EXPOSED SURFACES OF THIS
CABINET TO BE PLASTIC LAMINATE
FIXED PLASTIC LAMINATE SHELF
SCHEDULED PARTITION
SCHEDULED PULL
PLASTIC LAMINATE DOOR
RE: ELEVATION FOR QUANTITY
WHITE MELAMINE, ALL
INTERIOR SURFACES
06 40 23
COUNTERTOP, PLAS LAM
z
0
i
10 1/2"
i
z
PLASTIC LAMINATE DRAWER
♦
LU
EQ
PROVIDE WASTE/RECYCLE
0
RE: ELEVATION FOR QUANTITY
RECEPTACLE
WHITE MELAMINE, ALL
PLASTIC LAMINATE ALL
UJ
CONTINUOUS PLASTIC
INTERIOR SURFACES
LAMINATE BASE SCRIBED
TO FLOOR
PROVIDE BLOCKING TO HOLD
WASTE BASKET IN PLACE
SCHEDULED OUTLET DEVICE(S);
UJ
U-
REFER TO ELECTRICAL
SIDE MOUNTED HEAVY DUTY
■
DRAWINGS.
NOW
FULL EXTENSION SLIDES
ARCH WOODWORK,
SCHEDULED FINISH
PLAS LAM
SCHEDULED FINISH FLOOR
..........
FLOOR
. ............
CONTINUOUS PLASTIC
SCALE: 11/211 1 #-Oil
........... ............. ........... ..........
LAMINATE BASE SCRIBED
TO FLOOR
i •
14 WORKROOM ISLAND TABLE
SCALE: 11/2" 1'-0"
�®IT111
............ ............. .............. ............ ............... ..........
REFER TO ELEVATIONS FOR BACKSPLASH LOCATION.
WHERE NO BACKSPLASH IS INDICATED, SCRIBE AND
RE:PLANS SEAL COUNTERTOP TO PARTITION AS REQUIRED.
SCHED. PLASTIC
LAMINATE COUNTER
7�4 4
'�::;;;4=77777777
3/4" REVEAL TYPICAL @ PLASTIC
LAMINATE TO GYP. BOARD U.N.O.
*wUNWHI 412
[WON
'SHELF, PLASTIC
IATE AT
:XPOSED SURFACES
F, PLASTIC LAMINATE AT
:XPOSED SURFACES
I SHELF SUPPORT, TYP
fIDE SUPPORT LEG AT 4'-0"
AX SPACING, TYP
SCHEDULED PARTITION
SCHEDULED FINISH
FLOOR
12 CLOSET SHELF & ROD
SCALE: 11/2" = V-01'
........... .......................................... ..
FOR BACKSPLASH LOCATION.
i IS INDICATED, SCRIBE AND
:ARTITION AS REQUIRED.
SCHEDULED PLAM COUNTER
IVA
1'AAAAAAAAAAAAAVVVVVVVVVVVV0 04 1
I
1010 11 --------
504 W, 2rd, 01 "M FA
0 111 a C _2 rmd[414111
0
NOTE: NO SIDE OR BACKSPLASH.
♦
LU
TO WALL AS REQUIRED
PLASTIC LAMINATE DRAWER
RE: ELEVATION FOR QUANTITY
z
WHITE MELAMINE, ALL
INTERIOR SURFACES
CONTINUOUS PLASTIC
LAMINATE BASE SCRIBED
TO FLOOR
UJ
0
SCHEDULED OUTLET DEVICE(S);
UJ
U-
REFER TO ELECTRICAL
♦
■
DRAWINGS.
NOW
ARCH WOODWORK,
PLAS LAM
SCHEDULED FINISH FLOOR
0 4 EQUIPMENT CABINET W/ QS TOP
SCALE: 11/211 1 #-Oil
........... ............. ........... ..........
-----------------------------------------
i •
IVA
�®IT111
00
1
1
IMPIrOAo mo,
PENN
P/r
I , dim'zi.4.4
Fr
'00
a x6fil lk a*] I 1: 2 1 RTIM I I IWAYM: 4 OIL, 9 a N WMI, lk
A A
3/4" REVEAL TYPICAL @ PLASTIC
LAMINATE TO GYP. BOARD U.N.O.
*wUNWHI 412
[WON
'SHELF, PLASTIC
IATE AT
:XPOSED SURFACES
F, PLASTIC LAMINATE AT
:XPOSED SURFACES
I SHELF SUPPORT, TYP
fIDE SUPPORT LEG AT 4'-0"
AX SPACING, TYP
SCHEDULED PARTITION
SCHEDULED FINISH
FLOOR
12 CLOSET SHELF & ROD
SCALE: 11/2" = V-01'
........... .......................................... ..
FOR BACKSPLASH LOCATION.
i IS INDICATED, SCRIBE AND
:ARTITION AS REQUIRED.
SCHEDULED PLAM COUNTER
IVA
1'AAAAAAAAAAAAAVVVVVVVVVVVV0 04 1
I
1010 11 --------
504 W, 2rd, 01 "M FA
0 111 a C _2 rmd[414111
SCHEDULED PULL
LU
SCHEDULED PARTITION
0
NOTE: NO SIDE OR BACKSPLASH.
♦
LU
TO WALL AS REQUIRED
PLASTIC LAMINATE DRAWER
RE: ELEVATION FOR QUANTITY
z
WHITE MELAMINE, ALL
INTERIOR SURFACES
CONTINUOUS PLASTIC
LAMINATE BASE SCRIBED
TO FLOOR
UJ
0
SCHEDULED OUTLET DEVICE(S);
UJ
U-
REFER TO ELECTRICAL
♦
■
DRAWINGS.
06 40 23
ARCH WOODWORK,
PLAS LAM
SCHEDULED FINISH FLOOR
0 4 EQUIPMENT CABINET W/ QS TOP
SCALE: 11/211 1 #-Oil
........... ............. ........... ..........
-----------------------------------------
00
1
IMPIrOAo mo,
PENN
P/r
I , dim'zi.4.4
Fr
'00
a x6fil lk a*] I 1: 2 1 RTIM I I IWAYM: 4 OIL, 9 a N WMI, lk
A A
1 y 1
SCHEDULED PULL
LU
SCHEDULED PARTITION
SCHEDULED QUARTZ COUNTER
WITH MITERED EDGE
SCHEDULED PULL
SCHEDULED PARTITION
z
0
NOTE: NO SIDE OR BACKSPLASH.
♦
LU
TO WALL AS REQUIRED
PLASTIC LAMINATE DRAWER
RE: ELEVATION FOR QUANTITY
z
WHITE MELAMINE, ALL
INTERIOR SURFACES
CONTINUOUS PLASTIC
LAMINATE BASE SCRIBED
TO FLOOR
UJ
0
SCHEDULED OUTLET DEVICE(S);
UJ
U-
REFER TO ELECTRICAL
♦
DRAWINGS.
06 40 23
ARCH WOODWORK,
PLAS LAM
SCHEDULED FINISH FLOOR
0 4 EQUIPMENT CABINET W/ QS TOP
SCALE: 11/211 1 #-Oil
........... ............. ........... ..........
IMPIrOAo mo,
PENN
P/r
I , dim'zi.4.4
a x6fil lk a*] I 1: 2 1 RTIM I I IWAYM: 4 OIL, 9 a N WMI, lk
SCHEDULED QUARTZ COUNTER
WITH MITERED EDGE
SCHEDULED PULL
SCHEDULED PARTITION
z
0
NOTE: NO SIDE OR BACKSPLASH.
SCRIBE AND SEAL COUNTERTOP
LU
TO WALL AS REQUIRED
PLASTIC LAMINATE DRAWER
RE: ELEVATION FOR QUANTITY
z
WHITE MELAMINE, ALL
INTERIOR SURFACES
CONTINUOUS PLASTIC
LAMINATE BASE SCRIBED
TO FLOOR
------------ ------- - ---------
INTERIOR SURFACES TO
BE 1/2" MELAMINE.
REMOVABLE 1/4"
MELAMINE. (TYPICAL)
1/4" CONTINUOUS REVEAL TO
SUPPORT DIVIDERS (TYPICAL)
3/4" DRAWER FACE,
FINISH AS SCHEDULED
U)
z
0
06 40 23
LU
0 DRAWER FRONT, PLAS LAM
LU
U-
ui
06 40 23
PULL
06 40 23
DOOR PANEL, PLAS LAM
06 40 23
HINGE, CONCEALED
03 SINK CABINET W/ QS TOP
SCALE: 11/2" -1-0"
REFER TO ELEVATIONS FOR
REFER TO PLANS BACKSPLASH FINISH
-
-
-
06 40 23
-
- COUNTER TOP,
QUARTZ SURFACE MATERIAL
G R 0 U P"
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United s
zMak,
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal/ Signature
Project Name
............ ..............
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
—
59.6358.000
Scale
11/2" -1'-0" . .. ..... . .... .
Description
MILLWORK DETAILS
I�
SCHEDULED PARTITION
EQUIPMENT AS SCHEDULED
z
0
UJ
0
SCHEDULED OUTLET DEVICE(S);
UJ
U-
REFER TO ELECTRICAL
DRAWINGS.
06 40 23
ARCH WOODWORK,
PLAS LAM
SCHEDULED FINISH FLOOR
0 4 EQUIPMENT CABINET W/ QS TOP
SCALE: 11/211 1 #-Oil
........... ............. ........... ..........
G R 0 U P"
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United s
zMak,
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal/ Signature
Project Name
............ ..............
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
—
59.6358.000
Scale
11/2" -1'-0" . .. ..... . .... .
Description
MILLWORK DETAILS
I�
I
p 797TI :i
AS REQ'D FOR
FIXTURE
! t i
LATERAL SUPPORT WIRE WITHIN 3"
SCHEDULED LINEAR
OF EACH CORNER OF LIGHT
WALL GRAZER LIGHT
FIXTURE. SPLAY WIRES AS SHOWN
FIXTURE; COORD.
AND FASTEN TO BEAM OR PURLIN.
RECESS WITH LIGHT
MIN. OF 3 WIRE TURNS EA
FIXTURE
CONNECTION POINT.
09 29 00
FIXTURE SUPPORT WIRES AT A MIN
HANGER ROD
OF 2 CORNERS LOCATED
DIAGONALLY @ EA FIXTURE.
FIXTURE SUPPORT WIRE SUPPLIED
092900
BY CEILING CONTRACTOR,
HANGING CLIP
Mai
�a
LO
cr
ALIGN
EXTEND GWB UP TO
UNDERSIDE OF
STRUCTURE @ EXPOSED
CEILING AREA
i
mill 092216
HANGER
. 'ir
092216
SUSPENSION
SYSTEM
4 7/8"
l� #• 29 ##
.flGYP BU
09 51 13
EDGE MOLDING
09 51 13
ACOUSTICAL PANEL
CEILING
09 51 13
HANGER ROD
09 51 13
SUSPENSION SYSTEM
09 51 13
ACOUSTICAL PANEL CEILING
09 51 13
EDGE MOLDING
LAY -IN LIGHT FIXTURE
HOUSIING TO CEILING - TYPICAL CEILING DETAIL - WALL TO APC
SYSTEM WITH SELF
CEILING DETAIL �C�C�D ACCENT WALL CEILING :DETAIL PERIMETER OPEN CEILING AP (J1
�, _ � � � �, _SCALE: 3" = 1'_0,.
TAPPING METAL SCREWS , SCALE: 3 1 -0 SCALE: 3 — 1'-0"
CEILING LOCKING
CROSS TEE
CEILING MAIN RUNNER092216 AV
NOTES:
1. ALL FIXTURES MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM. THE
ATTACHMENT DEVICE MUST BE ABLE TO WITHSTAND 100% OF THE WEIGHT OF THE
FIXTURE ACTING IN ANY DIRECTION (CISCA 3-4 PG 2, SECT 2).
2. CROSS RUNNERS SUPPORTING THE ENDS OF LIGHTING MUST HAVE THE SAME
CARRYING CAPACITY (16LB/FT) AS THE MAIN TEES OR REQUIRED SUPPLEMENTAL NO
12ga HANGER WIRES ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH
CORNER OF EACH FIXTURE SUPPORTED BY THE CROSS TEE (CISCA 3-4 PG 2, SECT 1
& 2).
3. FIXTURES WEIGHING 56LBS OR LESS MUST HAVE TWO 12ga WIRES ATTACHED AT
DIAGONAL CORNERS. THESE WIRES MAY BE SLACK (CISCA 3-4 PG 2, SECT 2).
4. FIXTURES WEIGHING IN EXCESS OF 56LBS MUST BE INDEPENDENTLY SUPPORTED
FROM THE BUILDING STRUCTURE (CISCA 3-4 PG 2, SECT 2).
5. PENDANT MOUNTED FIXTURES MUST BE SUPPORTED DIRECTLY FROM THE
STRUCTURE USING 9ga WIRES. THEY MAY NOT USE THE CEILING SUSPENSION
SYSTEM FOR SUPPORT (CISCA 3-4 PG 2, SECT 2).
6. CROSS TEES SUPPORTING LIGHT FIXTURES MUST HAVE THE SAME LOAD CARRYING
CAPACITY AS THE MAIN BEAMS OR BE INSTALLED WITH SUPPLEMENTAL HANGERS
WITHIN 3" OF EACH CORNER OF EACH FIXTURE (CISCA 3-4 PG 2, SECT 2).
_ILING
a
vvrvvLn uLnu
EXTEND GWB UP TO
UNDERSIDE i'
CEILING ,..,
#r 29 #+
HANGER 'it
092900
HANGING CLIP
,951 13
ACOUSTICAL
'ANEL CEILING
; F.11 III Lei 101 M21414 I
raw:r. J
� M141me Miff]
r* � 1
I Lei�►
REFER
TO RCP
1,12216
ANGERrr r i
1,12216
i
9 51 13
COUSTICAL PANEL
EILING
i• •#!
.1P
I _M111.011
5/8 " DRYWALL
0 9:1011 W ki P14 0 OV: 4: 10 1 oil: :1
..i A r : i
A it i.
SCHEDULED LINEAR
WALL GRAZER LIGHT
FIXTURE; COORD.
RECESS WITH LIGHT
FIXTURE
Vo c.a VV
GYP BD
GRAPHIC ON
SCHEDULED PARTITION
VL GV VV
GYP BD
TINUOUS
IT FIXTURE
1061=29:01
%jL;1L11'07
Leflomo-110
I i A:
IM11.6411118101
c1
/ M
COMPASS
G R 0 U F''@'.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
11 0 =-I
w
4 1
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
:4111LIECI 15 I sAM
,
a 2015 Gensler
�9
WC
WC,
P3
WC,
wc�
04 PLAN DETAIL @ TV -1
SCALE: 11/2" = V-0"
oR PLAN DETAIL @ TV -2
SCALE: 11/2" = 1'41
LUT111"T 16114190161:
1/2" FRT PLYWOOD
w- I I a Mal
r0#111114
E_— I
06 PLAN DETALIL @ WOOD DETA-111.
SCALE: 11/2" = V-0"
J 0/0it METAL ML Z)I UM^
6"METAL STUDS
BACK WALL TO
P3 COLO
CORDINATE WITH AV VENDOR
N
1/4" REV
COORDINATE TV BRA4
STEEL FRAMING
SUPPORT FOR
CUSTOM BARN
DOOR
30TTOM OF
FRACK @ 9'-0"
,10 ALIGN WITH
\DJACENT
'dEILING
r,
Li
D
L
a
Is
won=
WD1 WC
FINISH I
FRT PLY
3/4" MILLWORK PANEL
STAINED TO MATCH W131
3 5/8" METAL STUDS
WD1 WOOD FINISH
ON 1/2" FRT PLYWOOD
L 2'-0- L
01
SECTION - CAFE #/2033 TV WALL
SCALE: 11/2" = 1'-0"
6" METAL RUNNER
ALUMINUM BRAKE METAL WALL END CAP. WIDTH
SIZED TO FIT SCHEDULED PARTITION WITH NO
GAPS. HEMMED ENDS. PAINT TO MATCH
PARTITION FINISH
CONTINUOUS ACOUSTICAL SEALANT ON
EACH SIDE OF NEOPRENE. COLOR TO
MATCH MULLION. THERE ARE TO BE NO
GAPS BETWEEN MULLION & END CAP
1/2" MINIMUM THICKNESS CLOSED CELL
. . . . . . . . . . . . . . . .
1/4" REVEAL NEOPRENE ISOLATION STRIP W1 DOUBLE
CL OF MULLION SIDED TAPE ON EACH SIDE. (COMPRESS
OF PARTITION AS FAR AS POSSIBLE.)
WOOD BASE EXISTING EXTERIOR GLAZING SYSTEM NOTE: NO
MECHANICAL FASTENERS PERMITTED INTO MULLION
03 SECTION - CONF. #2'032 & CAFE TV WALL 02 TYPICAL WALL CENTERED @ MULLION
SCALE: 11/2" = 1'-0" SCALE: 3" = 1-0
e"
-Ask,
wp
COMPASS
G R 0 U P"
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
*Zwk
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal / Signature
Project Name
..........
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
As indicated
Description
DETAILS
@ 2015 Gensler
A
<-
FI-,
-
:L7
- - - - - - -
4 -1-
L
11 mirmodol"
I
-----
611
I
i - - r
Fl-
61#
LU
UJ
NJ
(D
Lu
cr_
LU
UJ I
CL
%-1
M
CL
0
UJ
F
8
LU
0
0
0
0
C)
0
CD
L
4 -- 1-
-----
--
WC1
I----
TITION AS
I
EDULED
1/4" REV
COORDINATE TV BRA4
STEEL FRAMING
SUPPORT FOR
CUSTOM BARN
DOOR
30TTOM OF
FRACK @ 9'-0"
,10 ALIGN WITH
\DJACENT
'dEILING
r,
Li
D
L
a
Is
won=
WD1 WC
FINISH I
FRT PLY
3/4" MILLWORK PANEL
STAINED TO MATCH W131
3 5/8" METAL STUDS
WD1 WOOD FINISH
ON 1/2" FRT PLYWOOD
L 2'-0- L
01
SECTION - CAFE #/2033 TV WALL
SCALE: 11/2" = 1'-0"
6" METAL RUNNER
ALUMINUM BRAKE METAL WALL END CAP. WIDTH
SIZED TO FIT SCHEDULED PARTITION WITH NO
GAPS. HEMMED ENDS. PAINT TO MATCH
PARTITION FINISH
CONTINUOUS ACOUSTICAL SEALANT ON
EACH SIDE OF NEOPRENE. COLOR TO
MATCH MULLION. THERE ARE TO BE NO
GAPS BETWEEN MULLION & END CAP
1/2" MINIMUM THICKNESS CLOSED CELL
. . . . . . . . . . . . . . . .
1/4" REVEAL NEOPRENE ISOLATION STRIP W1 DOUBLE
CL OF MULLION SIDED TAPE ON EACH SIDE. (COMPRESS
OF PARTITION AS FAR AS POSSIBLE.)
WOOD BASE EXISTING EXTERIOR GLAZING SYSTEM NOTE: NO
MECHANICAL FASTENERS PERMITTED INTO MULLION
03 SECTION - CONF. #2'032 & CAFE TV WALL 02 TYPICAL WALL CENTERED @ MULLION
SCALE: 11/2" = 1'-0" SCALE: 3" = 1-0
e"
-Ask,
wp
COMPASS
G R 0 U P"
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
*Zwk
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Seal / Signature
Project Name
..........
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
As indicated
Description
DETAILS
@ 2015 Gensler
3D RECEPTION DESK 1
SCALE:
2'- 10"
4,
**bi 24 M a a
A
T
in 01�- I
6" 8" 6 V. 4-
I
a
5
)D1
A
0.1 :141 a :1 N w L, I *i E :4 1 MITI I W 0 ri :11 0 111 214 Oki Vil 11
Lp,
SHEET NOTES
01 LAQUER PANEL PAINTED P3 COLOR
02 COVE LIGHT FIXTURE AS SCHEDULED
03 MONITOR WELL
04 CONTINUOUS CABLE MANAGEMENT TRAY
BEYOND
05 OPEN SIDES FOR CABLING
06 SLIDING PRINT TRAY
07 FILE CABINET WITH FOLDER HANGING
HARDWARE
08 PLASTER COAT TO MATCH POLISHED
CONCRETE FLOOR FINISH
09 WIRE MESH
10 3/4" F.R.T. PLYWOOD
W141 iL Cog
A FILL AND SAND ALL JOINTS& CORNERS FOR A
MONOLITHIC LOOK
0
4w
or -
COMPASIS
G R 0 U P6
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
Rockefeller Center Tel 212.492.1400
1230 Avenue of the Americas Suite 1500 Fax 212.492.1472
New York, NY 10020
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
N
Seal I Signature
Description
Project Name I
............
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
59.6358.000
Scale
--.11- ..........
As indicated
Description
RECEPTION DESK
A1' I]
2015 Gensler
iS °r
RIM
CD—
CD-
RM
No
(A
nun fn\ mrrmair-n-m
TWO (2) PERIMETER
HEAT PUMP UNITS
REMAIN
GENERAL NOTES
1. REMOVE EXISTING PERIMETER HEAT
PUMP UNITS AS SHOWN. EXISTING
PERIMETER 22X4 CEILING DIFFUSERS
AND ASSOCIATED DUCTWORK TO
REAMIN.
2. SUPPLY AND RETURN PIPING
ASSOCIATED WITH DEMOLISHED HEAT
PUMP UNITS SHALL BE VALVED AND
CAPPED. COORDINATE WITH LANDLORD.
2
3
441
5
7
COMPASS
G 9 0 U PQ
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704,377,2807
Charlotte, NC 28202
United States
17Z
EdwaWw& Zvick
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203,352.1818
Description
I Seal / Signature I I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/811 =1' - Oil
Description
MECHANICAL DEMOLITION FLOOR PLAN
DMwl 01
2014 Gensler
(, f D g i C}
3
1 i j i
I • ww • . ssw....rw� )! e � � 1 1 �
rwu ^LiGR1vM1L r 1
�;}
KEY NATES:
AS PER DIRECTION FROM LANDLORD, TIE NEW
CWS&R PIPES TO SERVE NEW CEILING HEAT PUMP
UNITS. INSTALL NEW BALL SHUT—OFF VALVES AT
EACH XWS&R TAKE—OFF CONNECTION.
1 ♦♦'i " 1 ♦'1 1 1
1 C 1 � 1 .. .♦
♦ ♦ 1 ♦
2. COORDINATE MOUNTING OC CEILING HEAT PUMP UNITS
WITH STRUCTURAL ENGINEER AND INSTALL AT AS HIGH AN
ELEVATION AS POSSIBLE CLOSE TO UNDERSIDE OF
STRUCTURE.
ADD NMNATE #1
REMOVE FROM
ZONESA♦ PROVIDE
FOR EACH OF ♦ - ZONES INDICATED.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
I Description
♦{r���♦�o, iy w� ��♦ & 01. D♦ �
e ♦ r h-
I Seal 1 Signature I j
Project Name I I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT i
Project Number f
005801001
Scale /�
1/8" = 1'- 0"
Description
MECHANICAL NEW WORK FLOOR PLAN
MECHANICAL SPECIFICATIONS
PART 1 - GENERAL
1.01 GENERAL REQUIREMENTS
A. INSTALL ALL NEW WORK IN A NEAT WORKMANUKE MANNER READILY ACCESSIBLE FOR OPERATION, MAINTENANCE
AND REPAIR.
B. CODES, PERMITS AND INSPECTIONS:
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AND APPLICABLE
NATIONAL, STATE AND LOCAL CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION
OF THIS WORK SHALL BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS.
CONTRACTOR IS TO INFORM ENGINEER OF ANY EXISTING WORK OR MATERIALS WHICH VIOLATE ANY OF THE
ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL
BE CORRECTED AT THE CONTRACTOR'S EXPENSE BY THIS CONTRACTOR AND AT NO EXPENSE TO THE
OWNER.
2. THIS CONTRACTOR SHALL OBTAIN ALL EQUIPMENT APPROVALS AS REQUIRED BY STATE AND LOCAL
AUTHORITIES. PERMITS SHALL BE TURNED OVER TO OWNER AT JOB COMPLETION.
C. SITE VERIFICATION:
1. PRIOR TO SUBMISSION OF THE BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE
ACTUAL FIELD CONDITIONS AS THEY RELATE TO THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED
HEREIN. DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO
SUBMISSION OF THE BID, AND IF NOT RESOLVED TO SATISFACTION, SHALL BE SUBMITTED AS A WRITTEN
QUALIFICATION OF THE BID. SUBMISSION OF A BID SHALL BE EVIDENCE THAT SITE VERIFICATION HAS
BEEN PERFORMED AS DESCRIBED ABOVE.
D. CONTRACT DOCUMENTS:
1. PRIOR TO SUBMISSION OF A FORMAL BID, THIS CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THE ENTIRE
PROJECT INCLUDING GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING AND SPRINKLER AND SHALL INCLUDE ANY WORK REQUIRED IN THE BID WHICH IS INDICATED OR
IMPLIED TO BE PERFORMED BY THIS TRADE IN OTHER SECTIONS OF THE WORK.
2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND APPROXIMATE LOCATION
OF EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND COORDINATE FINAL
LOCATIONS OF DIFFUSERS, GRILLES, REGISTERS, THERMOSTATS, SENSORS, SWITCHES AND ANY WALL
MOUNTED DEVICES. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT.
3. IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE STRINGENT
SITUATION SHALL APPLY.
E. GUARANTEE:
1. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF
FINAL ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE
MECHANICAL WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER, AND IS UNDER CARE, CUSTODY, AND
CONTROL OF THE OWNER. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE
EQUIPMENT FOR THE PROPER STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED. INSTRUCT THE
OWNER'S PERSONNEL IN THE PROPER OPERATION AND SERVICING OF THE SYSTEM.
2. THE CONTRACTOR SHALL GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR
ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN
THE GUARANTEE PERIOD. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE
SHALL INCLUDE RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF
OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THIS
CONTRACTOR.
3. THIS CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND OPERATION OF ALL SYSTEMS UNTIL THE
FINAL ACCEPTANCE OF THE WORK.
4. ALL AIR CONDITIONING UNIT COMPRESSORS AND REFRIGERATION COMPONENTS SHALL HAVE A 5 -YEAR
WARRANTY.
F. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION AIA DOCUMENT A201, LATEST EDITION, OR AS
REQUIRED BY THE ARCHITECT'S DOCUMENTS, AND/OR THE STRUCTURAL ENGINEER'S DOCUMENTS, AS
APPLICABLE, ARE PART OF THIS CONTRACT.
A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE, SAFE
INSTALLATION OF ALL MECHANICAL WORK. THE SCOPE OF WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE
FOLLOWING:
1. DEMOLITION AND REMOVAL OF ITEMS AS REQUIRED.
2. RELOCATION OF EXISTING EQUIPMENT.
3. DUCTWORK AND DUCTWORK ACCESSORIES.
4. AIR DISTRIBUTION SYSTEM (AIR OUTLETS, VAV BOXES, FAN POWERED BOXES, ETC.).
S. PIPING AND PIPING ACCESSORIES INCLUDING ALL VALVING.
6. EQUIPMENT -INCLUDING BUT NOT LIMITED TO, AIR CONDITIONING UNITS, HEAT PUMPS, VARIABLE
FREQUENCY DRIVES, ETC.
7. INSULATION OF PIPING, EQUIPMENT AND DUCTWORK.
8. SOUND ATTENUATORS AND SOUND LINING.
9. AUTOMATIC TEMPERATURE CONTROLS.
10. TESTING AND BALANCING.
11. CUTTING AND PATCHING.
12. SHOP DRAWINGS.
13. AS -BUILT DRAWINGS.
14. OPERATING AND MAINTENANCE MANUALS.
15. FULL COORDINATION WITH OTHER TRADES.
16. WARRANTY AND GUARANTY.
17. PHASING AS REQUIRED BY OWNER, CONSTRUCTION MANAGER, GENERAL CONTRACTOR OR BUILDING
MANAGEMENT.
18. PREMIUM TIME FOR WORK TO BE PERFORMED AFTER-HOURS AS REQUIRED BY BUILDING MANAGEMENT
AND/OR OWNER.
19, FILING, PERMITS, SPECIAL INSPECTIONS.
20. FULL TESTING AND STARTUP OF ALL SYSTEMS.
B. SECURE CERTIFICATES, PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED, CERTIFYING COMPLIANCE WITH ALL
AUTHORITIES. CONTRACTOR TO COORDINATE WITH OWNER FOR REQUIRED SPECIAL INSPECTIONS AND OBTAIN ALL
APPROVALS. DELIVER CERTIFICATES TO OWNER FOR SIGNING BEFORE FILING.
1.03 COORDINATION WITH BUILDING MANAGEMENT
A. THIS CONTRACTOR IS TO OBTAIN A COPY OF THE BUILDING RULES AND REGULATIONS PRIOR TO BID SUBMISSION
TO DETERMINE THE REQUIREMENTS AND THE EXTENT OF PREMIUM TIME WORK REQUIRED BY THE BUILDING.
B. COORDINATE WITH BUILDING OWNER FOR ANY SERVICE INTERRUPTION OF EXISTING SYSTEMS AND GIVE NOTICE AS
REQUIRED BY BUILDING RULES AND REGULATIONS, OR CONTRACTOR TO PROVIDE A MINIMUM OF TWO (2) DAYS
NOTICE PRIOR TO ANY WORK BEING PERFORMED, WHICHEVER IS THE MORE STRINGENT.
1.04 SHOP DRAWINGS
A. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN COMPLETED. SUBMIT ALL
CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS AND AUTOMATIC TEMPERATURE CONTROL
REQUIREMENTS. SHOP DRAWINGS SUBMISSION SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:
1. DUCTWORK - PROVIDE DUCT SHOP STANDARDS AND LEAKAGE TEST CERTIFICATION, AS REQUIRED, AND 3/8
SCALE DUCT LAYOUT.
2. PIPING LAYOUT AND APPURTENANCES - PROVIDE PIPING, VALVING, CHEMICAL TREATMENT, SHOP STANDARDS
AND 3/8 SCALE PIPING LAYOUT WITH ALL VALVING.
3. INSULATION FOR DUCTWORK, PIPING AND EQUIPMENT.
4. EQUIPMENT CATALOG CUTS FOR ALL ITEMS TO BE UTILIZED ON PROJECT (FANS, HEAT PUMPS, AC UNITS,
VARIABLE FREQUENCY DRIVES, VAV BOXES, ETC.).
5. AIR OUTLETS (DIFFUSERS, REGISTERS, GRILLES, ETC.).
6. AUTOMATIC TEMPERATURE CONTROL DIAGRAMS, DEVICES AND SEQUENCE OF OPERATION.
7. CERTIFIED AIR AND WATER BALANCING REPORT.
8. AS -BUILT DRAWINGS AT PROJECT COMPLETION OF THE INSTALLED CONDITION OF WORK.
1.05 MAINTENANCE MANUALS
A. SUBMIT FOUR (4) ;LOOSE-LEAF BOUND OPERATING AND MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO
INCLUDE THE FOLLOWING:
1. OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS.
2. MANUFACTURERS' CATALOG CUTS ON ALL EQUIPMENT.
3. AUTOMATIC TEMPERATURE CONTROL SYSTEMS WITH SEQUENCE OF OPERATIONS, CATALOG CUTS OF ALL
DEVICES AND POINT-TO-POINT WIRING DIAGRAMS.
4. CERTIFIED FINAL AIR AND WATER BALANCING REPORT.
5. DUCT AND PIPING AS -BUILT DRAWINGS WITH VALVE CHART AND KEY PLAN DRAWINGS INSERTED IN BINDER.
6. ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION.
1.06 AS -BUILT DRAWINGS
A. CONTRACTOR SHALL MAINTAIN RECORD DRAWING PRINTS ON JOB SITE AND RECORD, AT TIME OF OCCURRENCE,
DEVIATIONS FROM CONTRACT DOCUMENTS DUE TO FIELD COORDINATION, BULLETINS, OR ADDENDA.
B. CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO RECORD DRAWINGS AND SUBMIT AS -BUILT
CONDITION (PIPING AND DUCTWORK) DRAWINGS UPON COMPLETION OF THE PROJECT. FINAL SUBMISSION OF
REPRODUCIBLE AS -BUILT DRAWINGS ARE TO BE SIGNED AND CERTIFIED BY THE INSTALLING CONTRACTOR THAT
THIS IS THE AS -BUILT CONDITION OF THE WORK.
1.07 SUBSTITUTIONS
A. NO SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN
SUBMITTAL TO THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL, PERFORMANCE AND MATERIAL SPECIFICATIONS.
ANY CHANGES IN LAYOUT, ELECTRICAL CHARACTERISTICS, STRUCTURAL REQUIREMENTS, OR DESIGN DUE TO THE
USE OF A SUBSTITUTION SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THIS PROPOSAL. THE CONTRACTOR
TAKES FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL CHANGES RESULTING FROM SUBSTITUTION. ALL
ITEMS SHALL BE SUBMITTED FOR REVIEW IN CONJUNCTION WITH THE SUBMITTAL OF THE SUBSTITUTION. ANY
SUBSTITUTION MUST BE SUBMITTED WITH AN EXPLANATION AS TO WHY A SUBSTITUTION IS BEING UTILIZED. IF
THE SUBSTITUTED ITEM DEVIATES FROM THE SPECIFIED ITEM, THOSE DEVIATIONS ARE TO BE IDENTIFIED ON A
LINE -BY-LINE BASIS. IF THE SUBSTITUTE IS BEING UTILIZED FOR FINANCIAL REASONS, THE ASSOCIATED CREDIT
MUST BE SIMULTANEOUSLY SUBMITTED.
1.08 ACCESS DOORS IN GENERAL CONSTRUCTION
A. THIS CONTRACTOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL A PLAN INDICATING THE SIZE AND LOCATION
OF ALL ACCESS DOORS REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, DEVICES,
VALVES, DAMPERS AND CONTROLS. CONTRACTOR SHALL ARRANGE FOR FURNISHING AND INSTALLATION OF ALL
ACCESS DOORS IN FINISHED CONSTRUCTION AND INCLUDE COSTS IN THE BID. ACCESS DOORS SHALL BE OF
ADEQUATE SIZE TO PROVIDE ACCESS TO CONCEALED ITEMS FOR OPERATION AND MAINTENANCE, WITH A MINIMUM
SIZE OF 18" X 18".
PART 2 PRODUCTS/PLICATIONS
2.01 DUCTWORK AND ACCESSORIES
A. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION
STANDARDS - METAL AND FLEXIBLE, LATEST EDITION, SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL, LATEST
EDITION, NEPA 90A LATEST EDITION, AND 2010 NEW YORK STATE BUILDING CODE. THE MORE STRINGENT
REQUIREMENT OF ANY CODES SHALL APPLY.
B. PROVIDE ALL SUPPORTING AND HANGING DEVICES IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE AND
SMACNA.
C. DUCTWORK LAYOUT AND ROUTING IS SCHEMATIC AND THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL
DUCT SIZE CHANGES AND RELOCATIONS TO ACCOMMODATE SPACE AND STRUCTURAL CONDITIONS. OFFSETS AND
TRANSFORMATIONS SHALL PRESERVE THE FULL INSIDE CROSS-SECTIONAL AREA OF DUCTWORK SHOWN ON THE
DRAWINGS.
D. DUCTWORK (NEW AND EXISTING TO BE REUSED) SHALL HAVE PRESSURE CLASSIFICATION, SEALING REQUIREMENTS
AND LEAKAGE TESTING IN ACCORDANCE WITH SMACNA AND AS LISTED BELOW UNLESS OTHERWISE SPECIFIED OR
SHOWN ON THE DRAWINGS.
1. 2" CLASS: ALL LOW PRESSURE DUCTWORK. SEAL CLASS C, LEAKAGE CLASS 24 (RECTANGULAR) OR
CLASS 12 (ROUND).
A. MATERIALS:
1. SHEETMETAL: UNLESS OTHERWISE SPECIFIED OR INDICATED, DUCTS SHALL BE CONSTRUCTED OF
HOT -DIPPED GALVANIZED SHEETMETAL WITH 60 COMMERCIAL COATING ACCORDING TO ASTM 653 AND A924.
2. ALUMINUM: PROVIDE DUCTWORK OF ALUMINUM CONSTRUCTION, WHERE INDICATED. DUCTWORK SHALL BE
ALLOY 3003-H14, OF THICKNESS REQUIRED BY THE SMACNA DUCT CONSTRUCTION STANDARDS. PROVIDE
FOR ALL DUCTWORK EXPOSED TO WEATHER AND MOISTURE INCLUDING OUTSIDE AIR DUCTS WITHIN 10 FEET
OF LOUVERS AND DISHWASHER EXHAUST.
3. FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED, FLAME RETARDANT GLASS FABRIC
(COMPLYING WITH NEPA 90 AND 96), 30 OZ./SQ. YD. WITH SOWN AND CEMENTED SEAMS.
4. FLEXIBLE DUCTWORK SHALL NOT BE USED ON THIS PROJECT.
1. CONFORM TO SMACNA REQUIREMENTS FOR METAL THICKNESS, REINFORCING, JOINTS, AND SEALING FOR
MAXIMUM STATIC PRESSURES INVOLVED. ALL SEAMS AND JOINTS SHALL BE SEALED AND TAPED.
2. ELBOWS SHALL CONFORM TO SMACNA REQUIREMENTS AND THE FOLLOWING:
A) PROVIDE LONG RADIUS TYPE WITH CENTERLINE RADIUS MINIMUM 1.5 TIMES DUCT WIDTH. PROVIDE
SHORT RADIUS OR SQUARE ELBOWS WHERE INDICATED OR WHERE REQUIRED TO FIT RESTRICTED
SPACES. PROVIDE DOUBLE THICKNESS TURNING VANES ON ALL SHORT RADIUS AND MITERED
ELBOWS. CONFORM TO SMACNA FOR THE NUMBER OF VANES FOR FITTINGS.
3. BRANCH CONNECTIONS: PROVIDE 45 DEGREE ENTRY OR CONICAL TAPS. PROVIDE RADIUS TYPE FITTINGS
FOR DIVIDED FLOW BRANCHES.
C. ACOUSTICALLY LINED DUCTWORK:
1. PROVIDE MAT -FACED GLASS DUCT LINER, 1 -INCH THICK -2 LB/CF DENSITY. DUCT DIMENSIONS
INDICATED ARE CLEAR (NET) INSIDE DIMENSIONS. FOR DUCT VELOCITIES GREATER THAN 2,000 FPM, FACE
DUCT LINER WITH 24 GAUGE PERFORATED ALUMINUM OR GALVANIZED STEEL, FULLY COVERING DUCT LINER,
AND SUPPORTED 12" ON CENTER. DO NOT EXTERNALLY INSULATE ACOUSTICALLY LINED DUCTWORK.
CONFORM TO SMACNA REQUIREMENTS FOR INSTALLATION. PROVIDE ACOUSTICALLY LINED DUCT WHERE
LISTED BELOW AND/OR SHOWN ON THE DRAWINGS:
A) ALL TRANSFER DUCTS.
B) WITHIN A MINIMUM OF 20 FEET OF ALL AC UNIT DISCHARGES.
C) WITHIN A MINIMUM OF 20 FEET OF FAN INLET AND DISCHARGES.
D) WITHIN A MINIMUM OF 15 FEET DOWNSTREAM OF THE TERMINAL BOXES (VAV, DUAL DUCT, CAV OR
FAN POWERED).
D. VOLUME DAMPERS:
1. GALVANIZED STEEL OR SAME AS DUCT CONSTRUCTION. CONFORM TO SMACNA HVAC DUCT CONSTRUCTION
STANDARDS, 1995 OR LATEST EDITION, OPPOSED BLADE TYPE. PROVIDE BEARING AT BOTH ENDS OF
DAMPER ROD AND QUADRANT, WITH LEVER AND LOCKSCREW, AT ONE END. INSTALL WITH LEVERS
ACCESSIBLE THROUGH INSULATION. SPLITTER DAMPER OR AIR EXTRACTORS SHALL NOT BE USED ON THIS
PROJECT.
2. PROVIDE MANUAL BALANCING VOLUME DAMPERS AS REQUIRED TO PROPERLY BALANCE THE AIR
DISTRIBUTION SYSTEM. IF THE LOCATION OF BALANCING DAMPERS ARE NOT DEFINED ON THE DRAWINGS,
THE FOLLOWING MINIMUM STANDARDS SHALL GOVERN:
A) LOW PRESSURE: ALL SUPPLY AIR MAIN BRANCHES FROM TRUNK, EACH SPLIT, AND ALL
SUB -BRANCHES FROM MAINS SHALL BE PROVIDED WITH BALANCING DAMPERS.
B) LOW PRESSURE: ALL EXHAUST AND RETURN BRANCHES FROM TRUNK, EACH SPLIT AND ALL
SUB -BRANCHES FROM MAINS SHALL BE PROVIDED WITH BALANCING DAMPERS.
C) LOW PRESSURE: ALL BRANCHES AND TAKEOFFS DOWNSTREAM OF TERMINAL BOXES (VAV OR FAN
POWERED) SHALL BE PROVIDED WITH BALANCING DAMPERS.
D) AS NOTED ON PLANS.
A. DUCT rii'
1. CONFORM TO SMACNA WITH PIANO HINGES, TWO SASH LOCKSAND ri•• GASKETS. SCREWED ACCESS
PANELS ARE ! r PROVIDE • DOORS WHERE r••' SWING CANNOT
ACCOMMODATED.
2. SIZE: MINIMUM 20"X14" EXCEPT DUCTS LESS THAN 16", ONE DIMENSION 20" AND THE OTHER
DIMENSION, 2" LESS THAN THE DUCT WIDTH.
3. PROVIDE ACCESS DOORS: AT ENTERING AND LEAVING SIDES OF COILS IN DUCTS; AUTOMATIC DAMPERS
ON LINKAGE SIDE, MANUAL VOLUME DAMPERS 2 SQ. FT. AND LARGER, FIRE DAMPERS, SMOKE DAMPERS,
COMBINATION FIRE/SMOKE DAMPERS, SMOKE DETECTION HEADS, FAN BEARINGS ENCLOSED IN DUCTS,
SUCTION AND DISCHARGE SIDES OF CEILING MOUNTED FANS, FILTERS, REHEAT COILS, AT ALL EQUIPMENT
REQUIRING ACCESS AND AS INDICATED ON DRAWINGS.
F. FIRE DAMPERS:
1. STATIC FIRE DAMPERS:
A) FUSIBLE LINK STATIC RATED FIRE DAMPERS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN ON
PLANS AND/OR AS DESCRIBED ON SCHEDULES. DAMPERS SHALL MEET THE REQUIREMENTS OF NFPA
80, 90A & 101 AND FURTHER SHALL BE TESTED, RATED AND LABELED IN ACCORDANCE WITH THE
LATEST EDITION OF UL STANDARD 555. DAMPERS SHALL HAVE A UL555 FIRE RATING OF 1 1/2
HOURS OR 3 HOURS.
B) DAMPERS SHALL BE CONSTRUCTED WITH A GALVANIZED STEEL FRAME, GALVANIZED CURTAIN STYLE
BLADES IN GAUGES REQUIRED BY UL LISTING. EACH FIRE DAMPER SHALL BE SUPPLIED AS A SINGLE
ASSEMBLY WITH A FACTORY SLEEVE. EACH FIRE DAMPERS SHALL BE EQUIPPED WITH A FACTORY
INSTALLED HEAT RESPONSIVE DEVICE, FUSIBLE LINK (REPLACEABLE), RATED TO CLOSE THE DAMPER
WHEN TEMPERATURE AT THE DAMPERS REACHES 165 F.
C) DAMPER SHALL BE SUPPLIED WITH FACTORY RETAINING ANGLES SIZED TO PROVIDE INSTALLATION
OVERLAP IN ACCORDANCE WITH THE MANUFACTURER'S UL LISTING.
D) DAMPER SHALL BE MANUFACTURED BY POTTORIFF MODELr • (1-1/2 HR. RATED)•-
MODEL r • • i OR OR APPROVEDEQUAL.
1. COMBINATION FIRE SMOKE DAMPERS SHALL BE FURNISHED AND INSTALLED WHERE SHOWN ON PLANS
AND/OR AS DESCRIBED IN SCHEDULES. DAMPERS SHALL MEET THE REQUIREMENTS OF NFPA 80, 90A, 92A,
92B, 101, & 105 AND FURTHER SHALL BE TESTED, RATED, AND LABELED IN ACCORDANCE WITH THE
LATEST EDITION OF UL STANDARDS 555 AND 555S. DAMPERS SHALL HAVE A UL555 FIRE RATING OF 3
HOURS AND BE OF LOW LEAKAGE DESIGN QUALIFIED TO UL 555S LEAKAGE CLASS I.
2. EACH DAMPER /ACTUATOR COMBINATION SHALL HAVE A UL555S ELEVATED TEMPERATURE RATING OF 250'
F MINIMUM AND SHALL BE OPERATIONAL AND DYNAMIC RATED TO OPERATE AT MAXIMUM DESIGN AIR FLOW
AT ITS INSTALLED LOCATION. EACH DAMPER SHALL BE SUPPLIED WITH AN APPROPRIATE ACTUATOR
(EXTERNAL OR INTERNAL, ENGINEER TO CHOOSE) INSTALLED BY THE DAMPER MANUFACTURER AT THE TIME
OF DAMPER FABRICATION. LINKAGE SHALL BE CONCEALED IN JAMB. DAMPER ACTUATOR SHALL BE:
ELECTRIC TYPE FOR 120 (24 OR 230) VOLT OPERATION. EACH DAMPER ACTUATOR TO BE PROVIDED
WITH END SWITCHES.
A 1. ! r • • r' • ! r r.
••• • • •' ra - : r •• r •
4. THE DAMPER MANUFACTURER'S SUBMITTAL DATA SHALL CERTIFY ALL AIR PERFORMANCE PRESSURE DROP
DATA IS LICENSED IN ACCORDANCE WITH THE AMCA CERTIFIED RATINGS PROGRAM FOR TEST FIGURES 5.2,
5.3, AND 5.5. DAMPER AIR PERFORMANCE DATA SHALL BE DEVELOPED IN ACCORDANCE WITH THE LATEST
EDITION OF AMCA STANDARD 500-D. DAMPERS SHALL BE LABELED WITH THE AMCA AIR PERFORMANCE
SEAL.
5. DAMPER MUST BE RATED FOR MOUNTING VERTICALLY (WITH BLADES RUNNING HORIZONTAL) OR
HORIZONTALLY AND BE UL 555S RATED FOR LEAKAGE AND AIRFLOW IN EITHER DIRECTION THROUGH THE
DAMPER. EACH DAMPER SHALL BE SUPPLIED WITH A 165° F RRL.
6. EACH FIRE/SMOKE DAMPER SHALL BE SUPPLIED AS A SINGLE ASSEMBLY WITH AN INTEGRAL FACTORY
SLEEVE, INTEGRAL END SWITCHES AND RETAINING ANGLES SIZED TO PROVIDE INSTALLATION OVERLAP IN
ACCORDANCE WITH THE MANUFACTURER'S UL LISTING.
7. THE DAMPERS TO BE MANUFACTURED BY PORTOFF MODEL FSD-200.
H. AUTOMATIC CONTROL DAMPERS:
1. PROVIDE DAMPERS WITH PARALLEL BLADES FOR 2 -POSITION CONTROL, OR OPPOSED BLADES FOR
MODULATING CONTROL OF CONSTANT OR VARIABLE VOLUME SYSTEM.
2. AUTOMATIC DAMPERS TO BE VERY LOW LEAKING TYPE WITH JAMB AND BLADE SEALS RATED FOR SMOKE
DAMPER APPLICATION. CONSTRUCT BLADES OF 16 GAUGE GALVANIZED STEEL. PROVIDE HEAVY-DUTY
MOLDED SELF-LUBRICATING NYLON BEARINGS, 1/2- DIAMETER STEEL AXLES SPACED ON 9" CENTERS,
BLADES TO BE MAXIMUM 10" HIGH. FRAME SHALL BE CONSTRUCTED OF 16 GAUGE X 4 -3/8 -
GALVANIZED HAT SHAPED STEEL PROPERLY BRACED WITH GALVANIZED STEEL FINISH AND ALUMINUM
TOUCH-UP.
3. DAMPERS INSTALLED IN ALUMINUM DUCTS SHALL BE ALUMINUM WITH WEATHERPROOF COMPONENTS.
4. DAMPERS TO BE MANUFACTURED BY IMPERIAL OR APPROVED EQUAL.
1. SEAL OPENINGS AROUND DUCTS THROUGH•i OR OTHER NON-COMBUSTIBLE
SEAL ALL DUCT PENETRATIONSTHROUGHWALLS AIRTIGHT.
J. ALL DUCTS •i TO MOISTURESLOPED AND DRAINED AND SHALL NOT
LINED.
K. EXISTING DUCTWORK • BE REUSED:
1. THIS CONTRACTOR REQUIREMENTS,
EXISTING DUCTWORK ! BE REUSED. EXISTING DUCTWORK i BE REUSED SHALL CONFORMTO
SPECIFICATIONS•- NEW DUCTWORK r HEREIN. ALL REQUIRED WORK SHALL BE PARTOF BID.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Description
I seal / Signature I
Tel 704.377.2725
Fax 704.377.2807
Project Name { I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
C
1 005801001
Scale
1/8"=V-0"
Description '
MECHANICAL SPECIFICATIONS 1 OF 4 1
� 1 1
2014 Gensler
2.02 PIPING AND ACCESSORIES
A. PROVIDE ALL PIPING, FITTINGS, VALVES, SPECIALTIES, THERMOMETERS, AND PRESSURE GAUGES REQUIRED FOR THE
OPERATING AND MAXIMUM PRESSURE AND TEMPERATURE OF THE PIPING SYSTEMS.
B. ALL PIPING SHALL BE NEW, STANDARD SIZE, FREE FROM SCALE OR RUST WITH ENDS CAPPED FOR DELIVERY AND
STORAGE. EACH LENGTH OF PIPING SHALL BE PROPERLY MARKED AT THE MILL FOR PROPER IDENTIFICATION WITH
NAME OR SYMBOL OF MANUFACTURER.
C. PIPE APPLICATION SCHEDULE:
JIT
NICE 52E MATERIAL WEIGHT STANDARD TYPE
CONDENSER,
COLD CONDEN- ALL HARD TYPE L ASTM A88 BRAZE OR
SATE DRAINS COPPER SLIVER
MISCELLANEOUS SOLDER
DRAINS AND
OVERFLOWS
----------------------------------------------------------------------------
REFRIGERANT ALL HARD TYPE ACR ASTM B280 OR BRAZE OR
(AIR COOLED AND COPPER REFRIGER- ASTM B-88 SOLDER
COMMERCIAL ANT OR
REFRIGERATION) TYPE L
----------------------------------------------------------------------------
COPPER TUBING 4" & SOLDER 15-5-80 WROUGHT COPPER STANDARD
HARD DRAWN SMALLER SILVER
REFRIGERANT PHOSPHOROUS
SYSTEMS TYPE COPPER AWS
ACR A5.8 OR BRAZING
----------------------------------------------------------------------------
RED BRASS ALL SIZES THREADED CAST BRONZE 125 AND 250
----------------------------------------------------------------------------
PROVIDE DIELECTRIC FITTING AT ALL PIPING CONNECTIONS JOINING DISSIMILAR METALS, SUCH AS STEEL AND
COPPER.
D. REFRIGERANT SYSTEMS:
1. PROVIDE ALL REFRIGERANT PIPING REQUIRED FOR A COMPLETE REFRIGERATION SYSTEM, WITH ALL VALVES,
FITTINGS AND SPECIALTIES NECESSARY FOR SATISFACTORY OPERATION IN ACCORDANCE WITH ASHRAE
STANDARD 15-1994 OR LATEST EDITION AND ALL AUTHORITIES HAVING JURISDICTION. REFRIGERATION
SYSTEM SHALL INCLUDE ALL REQUIRED ITEMS FOR CHARGING, DRAINING AND PURGING THE SYSTEM.
2. JOINTS IN REFRIGERATION PIPING SHALL BE BRAZED. REFRIGERANT PIPING SHALL BE OF THE SIZE
RECOMMENDED BY THE MANUFACTURER AND AS APPROVED BY THE ENGINEER.
3. HORIZONTAL PIPING OF THE COMPRESSOR SUCTION AND DISCHARGE LINES AND THE CONDENSER
DISCHARGE LINES SHALL BE PITCHED A MINIMUM OF 1/2- IN 10', IN THE DIRECTION OF REFRIGERANT
FLOW. EACH SUCTION GAS VERTICAL RISER SHALL BE TRAPPED AT ITS EVAPORATOR WITH A TRAP AS
RECOMMENDED BY THE COMPRESSOR MANUFACTURER.
4. INSTALL REFRIGERANT PIPING TO PREVENT EXCESSIVE OIL FROM BEING TRAPPED IN THE SYSTEM. ANY
ADDITIONAL RISERS OR EQUALIZER LINES REQUIRED BY THE MANUFACTURER OF EQUIPMENT FOR THE
PROPER SYSTEM OPERATION SHALL BE INSTALLED AS PART OF THIS CONTRACT. PROVIDE A FULLY PIPED
OIL SEPARATOR FOR EACH REFRIGERANT SYSTEM AS PER MANUFACTURER'S RECOMMENDATIONS.
5. VALVES SHALL BE DESIGNED FOR REFRIGERANT SERVICE. SHUTOFF VALVES SHALL BE BRASS PACKLESS
TYPE. UNIONS, FLANGED VALVES OR FITTINGS SHALL BE PROVIDED FOR DISCONNECTING EQUIPMENT,
CONTROLS, ETC., FOR MAKING REPAIRS. PIPING SHALL BE RUN IN A SINGLE LAYER, WITH EACH LINE
ISOLATED FROM ANOTHER TO PREVENT RUBBING. PROVISION SHALL BE MADE FOR EXPANSION AND
CONTRACTION OF PIPING. ALL PIPING PASSING THROUGH WALLS, PARTITIONS, ETC. SHALL BE FURNISHED
WITH SLEEVES AS REQUIRED.
6. REFRIGERANT PIPING PASSING THROUGH RATED FLOORS OR DEMISING WALLS SHALL BE ENCLOSED IN A
RIGID AND GAS-TIGHT CONTINUOUS FIRE -RESISTING PIPE DUCT OR SHAFT VENTED TO THE OUTSIDE, IN
ACCORDANCE WITH ASHRAE STANDARD 15-1994 OR LATEST EDITION. PIPE CONDUIT SHALL BE COPPER
TUBE TYPE L WITH SOLDERED FITTINGS.
7. REFRIGERANT PIPING: TEST REFRIGERANT PIPING FOR TIGHTNESS AND LEAKS UNDER PRESSURE OR
VACUUM. THE DURATION OF EACH SHALL BE TWENTY-FOUR (24) HOURS. TEST JOINTS IN ACCORDANCE
WITH ASHRAE 15-1994. THERE SHALL BE NO OBSERVABLE LEAKS OR CHANGES IN PRESSURE. IF
EITHER IS OBSERVED, SEAL LEAKS, AND REPEAT TEST PROCEDURES.
E. ALL INSTRUMENTAL (PRESSURE GAUGES AND THERMOMETERS) SHALL BE RATED FOR THE SAME PRESSURE AND
TEMPERATURE AS PIPING SYSTEM AND RATED SPECIFICALLY FOR THE SAME SERVICE AS THE PIPING. PRESSURE
GAUGES ARE TO BE LIQUID FILLED WITH 1% ACCURACY. SELECT GAUGES AND THERMOMETERS SO THAT THE
MIDPOINT IS AT THE WORKING PRESSURE AND TEMPERATURE. INSTRUMENTS TO BE MANUFACTURED BY WEISS
INSTRUMENTS OR APPROVED EQUAL.
1. PROVIDE THERMOMETERS IN PIPING AS INDICATED ON THE DRAWINGS AND AT THE INLET AND OUTLET OF
EACH HYDRONIC COIL, HEAT EXCHANGER AND PIECE OF EQUIPMENT THAT INVOLVES A DIFFERENTIAL
TEMPERATURE.
2. PROVIDE PRESSURE GAUGES IN PIPING AS INDICATED ON THE DRAWINGS AND AT SUCTION AND DISCHARGE
OF EACH PUMP AND AT INLETS AND OUTLETS OF EACH HYDRONIC COIL, HEAT EXCHANGER AND PIECE OF
EQUIPMENT THAT INVOLVES A DIFFERENTIAL PRESSURE.
H. ALL PIPING TO BE VENTED AT HIGH POINTS AND PROVIDED WITH ASSOCIATED DRAIN VALVES AT LOW POINTS.
PROVIDE AUTOMATIC AIR VENTS WITH GATE VALVES PIPED TO DISCHARGE TO THE NEAREST DRAIN UNLESS
DRAWINGS INDICATE MANUAL AIR VENTS.
1. PROVIDE CORE DRILLED OPENINGS WITH PIPE SLEEVES AT ALL SLAB AND SHAFT PENETRATIONS. PROVIDE
FIREPROOFING AS REQUIRED TO MAINTAIN WALL, SHAFT AND SLAB FIRE RATINGS.
J. PROVIDE WATERPROOF SLEEVES (LINK SEAL (LS TYPE) AT ALL EXTERIOR WALL, FLOOR PENETRATIONS AND AS
REQUIRED OR AS NOTED ON PLANS.
K. PROVIDE LABELING OF ALL PIPING (BOTH EXPOSED AND CONCEALED) IN ACCORDANCE WITH ANSI STANDARDS AND
COLOR CODED AS PER BUILDING MANAGEMENT STANDARDS. LABELS TO BE SECURELY FASTENED TO PIPING WITH
LETTERING OF SUFFICIENT SIZE FOR EASY IDENTIFICATION BY OPERATING PERSONNEL.
L. ALL PIPING TO BE MAINTAINED AT THE HIGHEST ELEVATIONS POSSIBLE SO AS NOT TO INTERFERE WITH EXISTING
OPERATIONS AND SERVICE/MAINTENANCE REQUIREMENTS.
M. HANGERS AND SUPPORTS:
1. PROVIDE ALL PIPE HANGERS, HANGAR RODS SUPPORTS, INSERTS, ATTACHMENTS, CLAMPS, GUIDES,
SUPPLEMENTAL STEEL AND ANCHORS AS REQUIRED TO INSTALL PIPING SYSTEM SIZED TO ACCOMMODATE
THE SYSTEM LOADS. HANGERS AND SUPPORTS ARE TO BE IN ACCORDANCE WITH MSS RECOMMENDATIONS
AND TO BE MANUFACTURED BY GRINNELL OR APPROVED EQUAL.
2. PROVIDE INSULATED PROTECTIVE SADDLES FOR INSULATED PIPING.
3. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH RECOMMENDATIONS OF MSS SP -69 AND ALL
APPLICABLE CODES. ALL THREADED ROD IS TO BE GALVANIZED. PROVIDE 2" VERTICAL ADJUSTMENT FOR
ALL HANGERS. PROVIDE ADDITIONAL SUPPORTS AT CHANGES IN DIRECTION, BRANCH PIPING OVER 5 FEET,
AND CONCENTRATED LOADS DUE TO VALVES, STRAINERS AND OTHER ACCESSORIES.
M1013:10 -3 --mal 150:11 '_
1. GENERAL
A) TESTS SHALL BE CONDUCTED AFTER COMPLETION AND ASSEMBLY OF PIPING SYSTEM, BEFORE ANY
INSULATION OR PAINT IS APPLIED TO JOINTS, INCLUDING WELDS AND PRIOR TO MAKING THE SYSTEM
OPERABLE. INSULATION MATERIALS INSTALLED PRIOR TO THE TESTS SHALL BE REMOVED.
B) THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY PIPING CONNECTIONS,
TEES, VALVES, EQUIPMENT, AND LABOR TO PRESSURE TEST PIPING AND EQUIPMENT.
C) EQUIPMENT THAT IS NOT SUBJECTED TO THE PRESSURE TEST SHALL BE EITHER DISCONNECTED FROM
THE SYSTEM OR ISOLATED BY A BLANK OR SIMILAR MEANS. VALVES MAY BE USED FOR THIS
PURPOSE PROVIDED THAT VALVE CLOSURE 1S SUITABLE FOR THE PROPOSED TEST PRESSURE.
D) SUBMIT TO THE ENGINEER AND OWNER REPRESENTATIVE A RECORD OF TEST PRESSURE APPLIED TO
EACH PIPING SYSTEM.
2. REFRIGERANT PIPING
A) THE REFRIGERANT PIPING FOR TIGHTNESS AND LEAKS UNDER PRESSURE OR VACUUM. THE DURATION
OF EACH TEST SHALL BE TWENTY-FOUR (24) HOURS.
B) TEST JOINTS IN ACCORDANCE WITH ASHRAE 15-1994. THERE SHALL BE NO OBSERVABLE LEAKS OR
CHANGES IN PRESSURE. 1F EITHER IS OBSERVED, SEAL LEAKS, AND REPEAT TEST PROCEDURES.
2.03 INSULATION
A. ALL INSULATION SHALL MEET THE REQUIREMENTS OF ASTM, NEPA, 2010 NEW YORK STATE ENERGY CODE AND ALL
AUTHORITIES HAVING JURISDICTION. ALL MECHANICAL INSULATION (JACKETING, COVERINGS, ADHESIVES, MASTICS,
FACINGS, TAPES, ETC.), SHALL HAVE RATINGS NOT EXCEEDING A AFLAME SPREAD OF 25 OR LESS AND SMOKE
DEVELOPED INDEX OF 50 OR LESS.
B. BEFORE APPLYING INSULATION, ALL PRESSURE AND LEAK TESTS SHALL BE COMPLETED AND APPROVED. FURNISH
AND INSTALL AS PER MANUFACTURER'S REQUIREMENTS.
C. INSULATION FOR FITTINGS OR ACCESSORIES REQUIRING SERVICING OR INSPECTION SHALL HAVE INSULATION
REMOVABLE AND REPLACEABLE WITHOUT DAMAGE.
1. FIBERGLASS PIPE INSULATION: ONE-PIECE MOLDED SECTIONAL FIBERGLASS INSULATION, CONFORMING TO
ASTM C-547, CLASS 1, 2, 3 TO 850EF WITH 4 LB./CU. FT. DENSITY WITH A THERMAL CONDUCTIVITY OF
NOT OVER 0.23 AT 75EF MEAN. PROVIDE WITH FACTORY -APPLIED ALL SERVICE JACKET AND DOUBLE
ADHESIVE SELF-SEALING LAP. COLD WATER PIPE INSULATION JACKET SHALL BE OF THE CONTINUOUS
VAPOR BARRIER TYPE. THE INSULATION SHALL BE SIMILAR TO OWENS-CORNING FIBERGLASS ASJ/SSL-II
PIPE INSULATION.
2. INSULATION FOR FITTINGS, FLANGES, AND VALVES: PROVIDE INSULATION FOR FITTINGS, FLANGES, AND
VALVES PREMOLDED, PRECUT, OR JOB FABRICATED OF THE SAME THICKNESS AND CONDUCTIVITY AS USED
ON ADJACENT PIPING.
3. PROVIDE INSULATION FOR PIPING, FITTINGS, FLANGES AND VALVES OF THE THICKNESS LISTED BELOW:
TO • TO 6" LARGER
CONDENSER,
REFRIGERANT FIBERGLASS 1-1/2" 1-1/2" 1-1/2" 1-1 /2" 1-1/2"
(BELOW 40 DEG F)
COLD WATER DRAINS FIBERGLASS 1-1/2" 1-1/2" 1-1/2- 1-1/2- 1-1/2-
1.
-1/2"
1. GENERAL
A) INSULATION SHALL BE APPLIED WITH MASTICS, ADHESIVES, COATINGS, WITH COVERS,
WEATHER -PROTECTION AND OTHER WORK AS REQUIRED BY MANUFACTURER'S RECOMMENDATIONS. DO
NOT INSULATE SOUND LINED DUCTWORK. MATERIALS SHALL MEET REQUIREMENTS OF ADHESIVE AND
SEALANT COUNCIL STANDARDS AND SMACNA.
B) ALL SUPPLY AND RETURN DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-5
INSULATION WHEN LOCATED IN UNCONDITIONED SPACES, A MINIMUM OF R-8 INSULATION SHALL BE
INSTALLED WHEN LOCTATED OUTSIDE OF THE BUILDING. WHEN A DUCT OR PLENUM IS LOCATED
WITHIN THE BUILDING ENVELOPE ASSEMBLY, THE DUCT OR PLENUM SHALL BE SEPERATED FROM THE
BUILDING EXTERIOR OR UNCONDITIONED SPACES BY A MINIMUM OF R-8 INSULATION.
2. CONCEALED DUCTWORK
A) INSULATE SUPPLY AND FRESH AIR DUCTS AND PLENUMS IN CONCEALED SPACES AND RETURN DUCT
NOT IN CEILING PLENUM WITH AT LEAST 1-1/2" THICK FIBROUS GLASS DUCT WRAP, WITH A MINIMUM
R VALUE OF R-5 AND FOIL -KRAFT FLAME RESISTANT VAPOR BARRIER.
2.04 ELECTRICAL WORK
A. GENERAL
1. ELECTRICAL POWER WIRING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACT; CONTROL WIRING SHALL
BE BY THE HVAC CONTRACT. CONTROL WIRING SHALL BE DEFINED AS ANY 12V, 24V, OR 120V WIRING
INSTALLED FOR PURPOSES OTHER THAN PROVIDING PRIMARY ELECTRICAL POWER TO EQUIPMENT.
2. MOTOR STARTERS AND VARIABLE FREQUENCY DRIVES (VFD) SHALL BE FURNISHED BY THE HVAC
CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. REFER TO THE EQUIPMENT SECTION FOR
3. YWWUW9U§fYCEDRk&WI -REQUIRED, SHALL BE PROVIDED BY AD WIRED BY THE
ELECTRICAL CONTRACTOR, AND MOUNTED BY THE HVAC CONTRACTOR.
4. ALL ELECTRICAL CONTROL WIRING SHALL COMPLY WITH LOCAL ELECTRICAL CODE, ALL AUTHORITIES HAVING
JURISDICTION AND THE PROJECT ELECTRICAL SPECIFICATIONS.
5. MECHANICAL CONTRACTOR TO OBTAIN QUANTITY OF CONTROLLERS REQUIRED AND COORDINATE WITH THE
ELECTRICAL CONTRACTOR FOR ALL OPERATING REQUIREMENTS, INTERLOCKS AND CONNECTIONS FOR
STARTERS.
6. THE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL POINT-TO-POINT, COMPLETELY
COORDINATED WIRING DIAGRAMS AND INDICATE ALL SOURCE POWER REQUIREMENTS AND ALL FIELD WIRING
TO BE PERFORMED BY THE ELECTRICAL CONTRACTOR.
7. WHERE EXISTING STARTERS ARE TO BE REUSED, THIS CONTRACTOR SHALL MAINTAIN ALL EXISTING CONTROL
CONNECTIONS. WHERE NEW STARTERS ARE TO BE PROVIDED TO REPLACE EXISTING, THIS CONTRACTOR
SHALL SURVEY THE EXISTING CONTROL CONNECTIONS AND PREPARE AN EXISTING CONTROL WIRING DIAGRAM
PRIOR TO DEMOLITION FOR SUBMITTAL TO THE ENGINEER. THE NEW STARTERS SHALL BE PROVIDED WITH
THE NECESSARY CONTACTS AND RELAYS REQUIRED TO RECONNECT THE EXISTING CONTROLS. PROVIDE ALL
REQUIRED CONTACTS FOR UNIT START/STOP AND FIRE ALARM.
70 u• •i
1. MOTORS SHALL HAVE THE ELECTRICAL CHARACTERISTICS AS LISTED ON THE DRAWINGS. COORDINATE ALL
REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. ALL MOTORS SHALL COMPLY WITH NEMA MG -1
STANDARD AND SHALL BE OF THE HIGH EFFICIENCY TYPE AND MEET THE 1992 EPA ENERGY EFFICIENCY
ACT AND UTILITY COMPANY REBATE REQUIREMENTS.
2. MOTORS FOR VARIABLE FREQUENCY DRIVES (VFD) SHALL BE SUITABLE FOR USE WITH VARIABLE
FREQUENCY DRIVES AND COMPLY WITH NEMA MG -1 PART 31.40.4.2. THE MECHANICAL CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS OF THE MOTOR AND VFD MANUFACTURER,
3. IF CONTRACTOR ELECTS TO SUBSTITUTE OR INCREASE MOTOR HORSEPOWER OVER THAT WHICH IS
SPECIFIED, THE COST OF MOTOR AND ELECTRICAL CHANGES SHALL BE BORNE BY THIS CONTRACTOR.
C. STARTERS:
1. EACH MOTOR EXCEPT AS NOTED, SHALL BE PROVIDED WITH A COMBINATION FUSED DISCONNECT AND
ACROSS -THE -LINE MAGNETIC STARTER WITH PUSHBUTTON STATIONS MOUNTED ON THE COVER.
COORDINATE REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. FOR AUTOMATICALLY OR REMOTELY
CONTROLLED MOTORS, FURNISH HAND OFF AUTO (HOA) SELECTOR SWITCHES IN PLACE OF THE PUSH
BUTTONS.
2. FURNISH MANUALLY OPERATED MOTOR STARTERS OF THE PROPER SIZE FOR ALL MOTORS LESS THAN 1/2
HP WHICH ARE NOT AUTOMATICALLY CONTROLLED. STARTERS FOR MOTORS 175 WATTS OR LESS SHALL
CONSIST OF A SNAP SWITCH WITH THERMAL OVERLOAD PROTECTION WHERE SUCH PROTECTION IS NOT AN
INTEGRAL PART OF THE MOTOR.
3. COMBINATION MAGNETIC STARTERS FOR ALL MOTORS SHALL HAVE THERMAL OVERLOAD, PILOT LIGHT, LOW
VOLTAGE PROTECTION IN ALL THREE PHASES. INCLUDE A CONTROL TRANSFORMER FOR EACH MAGNETIC
STARTER TO PROVIDE 120 VOLT CONTROL POWER WITH THREE (3) SETS OF SPARE NORMALLY CLOSED OR
NORMALLY OPEN CONTACTS.
4. ALL STARTERS SHALL BE ASSEMBLED AND INTERNALLY WIRED WITH ALL DEVICES IN CONFORMANCE WITH
NEMA STANDARDS.
5. DISCONNECT SWITCHES ARE PROVIDED BY THE ELECTRICAL CONTRACTOR IF NOT INTEGRAL WITH EQUIPMENT -
!.ENCLOSURES:
1. PROVIDEENCLOSURES is STARTERS
w... , ! VFD
SUITABLE FOR
OPERATING
w .A.. ENVIRONMENT. ENCLOSURES
VENTILATEDSHALL BE NEMA 1 SHEETMETAL FOR INDOOR APPLICATION. PROVIDE DISCONNECT SWITCH ON
ENCLOSURE• r FOR
2.05 VIBRATION ISOLATION PRODUCTS
A. FURNISH AND INSTALL ALL NECESSARY VIBRATION ISOLATORS, VIBRATION HANGERS, MOUNTING PADS, RAILS, ETC.,
TO ISOLATE VIBRATION AND SOUND FROM BEING TRANSMITTED TO THE BUILDING CONSTRUCTION. ALL VIBRATION
ISOLATION PRODUCTS SHALL BE SPECIFICALLY DESIGNED FOR THEIR INTENDED USE.
B. MANUFACTURER OF VIBRATION ISOLATION EQUIPMENT SHALL HAVE THE FOLLOWING RESPONSIBILITIES:
1. DETERMINE VIBRATION ISOLATOR SIZES AND LOCATIONS.
2. PROVIDE SUITABLE PIPING AND EQUIPMENT VIBRATION ISOLATION SYSTEMS.
3. GUARANTEE SPECIFIED ISOLATION SYSTEM ATTENUATION AND DEFLECTION.
4. PROVIDE INSTALLATION INSTRUCTIONS, DRAWINGS AND FIELD SUPERVISION TO ASSURE PROPER INSTALLATION
AND PERFORMANCE. STARTERS SHALL BE SELECTED TO SUIT MOTOR RUNNING AND STARTING
CHARACTERISTICS.
B) ISOLATION SYSTEMS SHALL BE MANUFACTURED BY MASON INDUSTRIES OR APPROVED EQUAL BY THE
ENGINEER.
C) MOUNTING TYPES:
1. STATIC DEFLECTION OF • •• OF ••% EFFICIENCY. PROVIDE •-,• •
PROTECTION FOR EQUIPMENT MOUNTED OUTDOORS.
2. MOUNTING OF CEILING -SUPPORTED FANS, IN-LINE PUMPS, HEAT EXCHANGERS, AND AIR HANDLING UNITS -
SPRING • •- i
3. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORK (REFER TO DUCTWORK SECTION FOR
SPECIFICATIONS).
•6 SEISMIC RESTRAINTS
A. ALL EQUIPMENT, PIPING AND DUCTWORK ! • RESTRAINED TO RESIST SEISMIC FORCES.
SPECIFICATION IS IN ADDITION TO THE SPECIFIED VIBRATION ISOLATION FOR THIS PROJECT. RESTRAINT DEVICES
SHALL BE DESIGNED AND SELECTED TO MEET SEISMIC REQUIREMENTS AS DEFINED IN THE LATEST ISSUE OF THE
STATE ! LOCAL CODE1 • ! UNIFORM BUILDING•l
ANCHORB. BOLT CALCULATIONS,! AND STAMPED BY ! PROFESSIONAL.
SUBMITTED SHOWING ADEQUACY OF THE BOLT SIZING AND TYPE. CALCULATIONS SHALL INCLUDE ANCHO
EMBEDMENT, ! DISTANCE r MINIMUM CENTER DISTANCE.DESIGN"` FORCES SHALL BE
DISTRIBUTED PROPORTION
r•r•► • • DISTRIBUTION OEQUIPMENT. CALCULATIONS BE
FURNISHED FOR ANCHORS OR RESTRAINT DEVICES,• • AND ON ! r EQUIPMENT.
THE SEISMIC DESIGNER MUST PERFORM FINAL JOBSITE INSPECTION TO VERIFY ANCHOR INSTALLATION.
C. RESTRAINT OF rLY MOUNTED PIPING! DUCTWORK • •. TO "NATIONAL UNIFORM
INSTALLATION GUIDELINES", OR "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING
PIPING SYSTEMS,- SMACNA.
D. ••w SUPPLY
w SUPPLEMENTAL
w REQUIRED FOR
EQUIPMENT,
w DUCTWORK ! PIPING
INCLUDING ROOF MOUNTED EQUIPMENT.
E. ALL ISOLATORS AND EQUIPMENT SHALL MEET OSHPD REQUIREMENTS AND CONTAIN APPROVAL FROM OSHPD.
F. MANUFACTURER TO BE MASON INDUSTRIES, OR APPROVED BY
2.07 TESTING AND BALANCING
A. GENERAL:
1. TESTING AND BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT COMPANY (NOT ASSOCIATED
WITH THE HVAC CONTRACTOR), AABC CERTIFIED OR AS APPROVED BY THE ENGINEER BEFORE
COMMENCEMENT OF WORK. APPROVED COMPANIES INCLUDE MERENDINO ASSOCIATES, R.H. MCDERMOTT,
INTERNATIONAL TESTING AND BALANCING OR AS APPROVED BY THE ENGINEER AND BUILDING MANAGEMENT.
2. AFTER ALL PROJECT HVAC WORK IS COMPLETE, TESTED, AND IN FULL WORKING ORDER, THE AGENCY
SHALL PERFORM THE BALANCING AND TESTING OF THE PROJECT HEATING, VENTILATING AND AIR
CONDITIONING SYSTEMS.
3. UPON THE COMPLETION OF THE AIR CONDITIONING SYSTEM, THE BALANCING AGENCY SHALL PERFORM
TESTING AND BALANCING AND COMPILE ALL TEST DATA IN A CERTIFIED REPORT AND SUBMIT FOUR (4)
COPIES FOR REVIEW AND APPROVAL TO THE ENGINEER.
4. THE REPORT SHALL INCLUDE DESIGN AND ACTUAL READINGS FOR ALL EQUIPMENT AND LOCATION PLAN
INDICATING WHERE ALL WORK HAS BEEN PERFORMED, AND METHODS OF BALANCING AND DETAILS OF
INSTRUMENTS USED.
5. IF DISCREPANCIES EXIST IN THE REPORT THAT REQUIRE FIELD VERIFICATION, THE TESTING AND BALANCING
COMPANY IN THE PRESENCE OF THE ENGINEER SHALL VISIT THE JOBSITE FOR FIELD VERIFICATION OF THE
REPORT.
6. AFTER SUBMISSION OF THE FIELD VERIFIED BALANCING REPORT, THE AIR BALANCING COMPANY SHALL
RETURN TO THE JOB SITE TO PERFORM TWO (2) OCCUPANT COMFORT BALANCES AS DIRECTED BY THE
OWNER OR ENGINEER.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Description
I Seal / Signature
Li
11
Tel 704.377.2725
Fax 704.377.2807
Project Name I I
i�COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT I
I Project Number ,
I 005801001
Scale
1/8" =1' - 0°'
Description I II
MECHANICAL SPECIFICATIONS 2 OF 4 1
Mw 6-1, �1
INE AF 0
0 2014 Gensler
7. THE FINAL REPORT AFTER THE COMFORT BALANCE IS TO BE INCLUDED IN PROJECT OPERATING AND
MAINTENANCE MANUAL.
6. THE TESTING AND BALANCING AGENCY SHALL INCLUDE AS PART OF THEiR WORK AN EXTENDED WARRANTY
OF 90 DAYS AFTER COMPLETION OF TEST AND BALANCE WORK. THE ENGINEER AT HIS DISCRETION
DURING THE WARRANTY PERIOD MAY REQUEST A RECHECK OR RESETTING OF ANY EQUIPMENT. THE
MECHANICAL CONTRACTOR AND THE BALANCING CONTRACTOR SHALL PROVIDE THE NECESSARY TECHNICIANS
TO FACILITATE THIS WORK.
9. THE BALANCING AGENCY SHALL PERMANENTLY MARK ALL ADJUSTMENT DEVICES (VALVES, DAMPERS, ETC.) TO
ENABLE THE SETTING TO BE RESTORED.
A. AIR BALANCING
1. PRE -CONSTRUCTION AIR TESTING:
MEASURE PRESSURE, TEMPERATURE, AND VOLUME OF AIR FROM THE EXISTING BASE BUILDING SYSTEM
BEFORE STARTING WORK. TRAVERSE MAIN SUPPLY AND RETURN DUCTS BEFORE WORK TO OBTAIN TOTAL
FLOW. SUBMIT REPORT TO THE ENGINEER IMMEDIATELY AFTER COMPLETION OF THE TEST.
2. HVAC CONTRACTOR SHALL ENSURE THAT A FIRST SET OF AIR FILTERS ARE iN PLACE, WHENEVER FANS
ARE RUNNING AND REPLACED WITH A NEW CLEAN SET OF FiLTERS BEFORE TESTING IS COMMENCED.
3. TEST, ADJUST, REPLACE SHEAVES, AND BALANCE ALL EQUIPMENT AND AIR DISTRIBUTION SYSTEMS TO
PROVIDE AIR QUANTITIES INDICATED ON PLANS WITHIN PLUS OR MINUS 5 PERCENT.
4. TEST REPORT SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
A) FLOW, LEAKAGE CLASS, TEMPERATURE, STATIC PRESSURE OF AIR AT ALL TRUNK DUCTS SERVING
AREAS OF WORK.
B) TEMPERATURE OF AIR LEAVING OUTLETS AT TWO (2) TYPICAL AiR OUTLETS.
C) QUANTITY OF AiR AT EACH AIR INLET AND OUTLET AFTER BALANCING.
D) PROVIDE FOR ALL FANS, FAN MOTOR HP, AMPS, VOLTS, FAN RPM, CFM, INLET AND DISCHARGE
STATIC PRESSURE, SHEAVE POSITION.
PROVIDE FOR ALL HEAT PUMP UNITS, SUPPLY OUTSIDE r AIR
CFM. PROVIDE OUTSIDE AIR, MIXED AIR AND SUPPLY AIR TEMPERATURES (DRY BULB - COOLING
AND !!LING). INDICATE UNIT OPERATING MODEDURING
F) CALIBRATE ALL NEW AND EXISTING TO BE REUSED TERMINAL BOXES (VAV OR FAN POWERED) AS
REQUIRED i MEET SPECIFIED MINIMUM/MAXIMUM CFM.
G) LISTING OF DESIGN AND ACTUAL READINGSDATA, •` EQUIPMENT.
A. PROVIDE ALL EQUIPMENT AND ACCESSORIES OF THE SiZES AND CAPACITIES AS SCHEDULED AND AS INDICATED ON
THE DRAWINGS.
B. INSTALL EQUIPMENT IN ACCORDANCE WITH APPROVED SHOP DRAWINGS, MANUFACTURER'S RECOMMENDATIONS,
INSTRUCTIONS, AND ALL AUTHORITIES HAVING JURISDICTION.
C. PROVIDE EQUIPMENT SUPPORTS AND/OR MOUNTINGS AS INDICATED ON THE DRAWING, IN VIBRATION SPECIFICATION
AND AS FOLLOWS:
1. FLOOR MOUNTED EQUIPMENT - PROVIDE DIMENSIONS FOR A 4" CONCRETE HOUSEKEEPING PAD WITH ALL
REQUIRED WATERPROOFING TO THE CONSTRUCTION MANAGER.
2. EQUIPMENT ON FLOOR STANDS - PROVIDE FLOOR STAND OF STRUCTURAL STEEL OR STEEL PIPES AND
FiTTINGS AND BOLT TO FLOOR.
3. ROOF MOUNTED EQUIPMENT - PROVIDE PRE -FABRICATED ISOLATED ROOF CURB WITH INTEGRAL VIBRATION
ISOLATORS.
4. CEILING MOUNTED EQUIPMENT - PROVIDE SUPPORTS WITH APPROVED SUITABLE ANCHORS SUSPENDED
DIRECTLY FROM BUILDING STRUCTURE.
5. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE EQUIPMENT LOAD.
D. EQUIPMENT SHALL BE INSTALLED WITH VIBRATION ISOLATION, REFER TO VIBRATION ISOLATION SECTION.
E. DIFFUSERS, GRILLES AND REGISTERS
1. GENERAL
A) GRILLES, REGISTERS AND DIFFUSERS SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD
70-1991 OR LATEST EDITION. THE MANUFACTURER SHALL PROVIDE PUBLISHED PERFORMANCE DATA
FOR ALL AIR INLETS AND OUTLETS TO BE USED ON PROJECT AS PART OF THE SUBMISSION.
B) THE MECHANICAL CONTRACTOR TO COORDINATE THE LOCATION OF DIFFUSERS, GRILLES AND REGISTERS
WITH OTHER TRADES AND WITH CEILING AND WALL CONSTRUCTION. THE MECHANICAL CONTRACTOR IS
TO VERIFY THAT ALL DIFFUSERS, GRILLES AND REGISTERS ARE COMPATIBLE WITH CEILING
CONSTRUCTION TO WHICH THEY ARE TO BE INSTALLED.
C) COORDINATE ALL WORK WITH THE GENERAL CONTRACTOR AND REFER TO THE ARCHITECTURAL
DRAWINGS FOR THE EXACT LOCATION, LENGTHS AND FOR FRAMING AND MITERING ARRANGEMENTS
THAT MAY DIFFER FROM THOSE SHOWN ON HVAC DRAWINGS. PROVIDE ALL REQUIRED GENERAL
CONSTRUCTION, FRAMING, BLOCKING, PLASTERING AND SUPPORTS TO MATCH CEILING, SOFFIT OR WALL
CONSTRUCTION AS PART OF THE PROJECT.
D) ALL AIR INLETS AND OUTLETS TO BE STEEL OR ALUMINUM IF EXPOSED TO MOISTURE UNLESS
OTHERWISE INDICATED. FINISHES TO BE SELECTED BY THE ARCHITECT.
E) DIFFUSERS, GRILLES AND REGISTERS SHALL BE MANUFACTURED BY TITUS, ANEMOSTAT OR APPROVED
EQUAL.
2. AiR INLET AND OUTLET DEVICES:
A) PROVIDE DIFFUSERS, GRILLES AND REGISTERS FOR SUPPLY, RETURN AND EXHAUST INLETS AND
OUTLETS, OF THE SIZE, TYPE AND DESIGN INDICATED ON DRAWINGS.
B) ALL SUPPLY RETURN AND EXHAUST AIR INLETS AND OUTLETS SHALL BE PROVIDED WITH AN OPPOSED
BLADE DAMPER AND GRID (ADJUSTABLE THROUGH THE FACE) FOR TRIM BALANCING.
C) SUPPLY REGISTERS SHALL HAVE TWO SETS OF DIRECTIONAL CONTROL BLADES.
D) ONLY 4 -WAY DIFFUSERS SHALL BE USED. PROVIDE BLANK -OFF SHEETMETAL BAFFLE FOR ALL
1 -WAY, 2 -WAY AND 3 -WAY DIFFUSERS.
E) ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH CABLE OPERATED OPPOSED BLADE DAMPER
ADJUSTABLE THROUGH THE FACE OF THE DIFFUSER. DAMPERS AND PLENUM TAPS SHALL BE' SPACED
AT A MAXIMUM OF 4 FEET ON CENTER. PROVIDE DIFFUSERS WITH ADJUSTABLE AIR PATTERN
CONTROL VALVES.
2.09 RE -USE OF EXISTING EQUIPMENT (WORK IN THIS SECTION TO BE PERFORMED BY LANDLORD)
A. EXISTING SYSTEM SURVEY
1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PERFORM EXISTING CONDITIONS SURVEY OF
SYSTEMS TO BE RE -USED. THESE SYSTEMS INCLUDE PERIMETER CONSOLE HEAT PUMPS, INTERIOR FLOOR
MOUNTED HEAT PUMPS, AIR HANDLERS, AND EXHAUST FANS. CONTRACTOR IS TO:
A) IDENTIFY ANY CODE DEFICIENCIES ACCORDING TO LOCAL AND STATE CODES, AND THE AUTHORITY
HAVING JURISDICTION.
NOTE ANY REPAIRS REQUIRED,: • r ITEMS INCLUDED IN DESIGN DOCUMENTS,i RESTORE
EQUIPMENT TO A FULLY OPERATIONAL CONDITION.
PREPARE
. ., COMPLETE r•r INDICATING CORRECTIVE
ACTION FROM FINDINGS
SPECIFICATIONSAND B) ABOVE. REPORT TO BE SUBMITTED TO THE ENGINEER AND LANDLORD FOR REVIEW.
COORDINATE APPROVED WORK WITH ANY NEW OR REFURBISHMENT WORK LISTED IN THE
OR PLANS.
2. PROVIDE LANDLORD A UNIT PRICE LIST FOR ANY PROPOSED CORRECTIVE ACTION.
3. .i COMPLETION i PROJECT, THE CONTRACTOR SHALL WARRANTY ALL RE -USED EQUIPMENT •.
ONE
B. REHABILITATION OF EXISTING PERIMETER CONSOLE HEAT PUMP UNITS
1. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR TO PERFORM THE FOLLOWING ITEMS TO EACH
CONSOLE UNIT AS PART OF HIS CONTRACT WORK:
A) VACUUM CLEAN UNIT ENCLOSURE.
B) STEAM OR NITROGEN CLEAN (CONTRACTOR'S OPTION) UNIT HEATING/COOLING UNIT.
C) CONTRACTOR TO VERIFY CONDITION AND REPAIR ALL COMPONENTS OF THE HEAT PUMP UNIT,
INCLUDING COILS, COMPRESSOR, CONDENSER, REFRIGERATION CIRCUIT AND ACCESSORIES, FAN, FAN
MOTORS, CONTROLS, SAFETIES, AND ANY OTHER PARTS THAT ARE REQUIRED TO PROVIDE PROPER
OPERATION. PROVIDE UNIT PRICES WITH BID OF ALL INTERIOR COMPONENTS THAT MIGHT REQUIRE
REPLACEMENT.
D) VERIFY EXISTING HEAT PUMP
UNIT r•#r CONDITION i ENSURE THAT IT IS PROPERIM
SUPPORTED.
PROVIDE
r! PIPING,
• INSTRUMENTATION,
• ! CONTROLS • ! # • PROPER
OPERATION AND CODE COMPLIANCE.
F) RE -BALANCE UNIT TO ORIGINAL DESIGN AIR AND WATER QUANTITIES.
REHABILITATIONC. OF r !. PUMP
UNITS
1. .• COMPLETION • CONSTRUCTION,• i. i PERFORM FOLLOWING TO EACH HEAT
PUMP UNIT AS PART OF CONTRACT WORK:
A) STEAM OR NITROGEN CLEAN (CONTRACTOR'S OPTION) UNIT HEATING/COOLING UNIT.
CONTRACTOR • VERIFY CONDITION ! COMPONENTS •
INCLUDINGiCOMPRESSOR, CONDENSER, REFRIGERATIONAND ACCESSORIES,
MOTORS,• '• AND ANY OTHER PARTS THAT ARE REQUIRED TO PROVIDE PROPER
OPERATION. PROVIDE UNIT PRICES WITH BID OF ALL INTERIOR COMPONENTS THAT MIGHT REQUIR
REPLACEMENT. I
C) PROVIDE NEW PIPING, VALVING, INSTRUMENTATION, AND CONTROLS AS REQUIRED FOR PROPER UNIT
OPERATION AND CODE COMPLIANCE.
�, ,d # •• • ♦ r r i
1. CONTRACTOR SHALL REFURBISH THE EXISTING FANS AS INDICATED ON THE PLANS. WORK SHALL INCLUDE
BUT NOT BE LIMITED TO THE FOLLOWING:
A) MOTOR AND DRIVE REPLACEMENT.
B) ALIGNMENT.
C) FLEXIBLE CONNECTION REPLACEMENT.
D) FIELD FAN WHEEL CLEANING.
E) AIR BALANCING.
2. CLEANING: DISASSEMBLE AND CLEAN ALL PARTS. IF SHOWING OXIDATION, BRUSH SCALE AND FiNISH WITH
ZINC COMPOUND. THE FAN SCROLL SHOULD BE THOROUGHLY CLEANED OF ALL BUILT-UP MATTERS. FOR
AIR HANDLERS, STEAM OR NITROGEN CLEAN HEATING COIL.
3. MOTOR REPLACEMENT: MOTOR SHALL BE REPLACED WiTH A NEW HIGH EFFICIENCY OPEN DRIP PROOF
TYPE MOTOR OF THE SIZES AS SCHEDULED.
4. DRIVE REPLACEMENT: PROVIDE AND INSTALL NEW FAN AND MOTOR SHEAVES. PROVIDE AND INSTALL NEW
BELTS TO ACCOMMODATE THESE SHEAVE CHANGES. MOTOR AND FAN SHALL BE ALIGNED AND BELT
ADJUSTED AS PER THE FAN MANUFACTURER'S INSTRUCTIONS, FOR THE NEW CFM AND RPM AS
SCHEDULED.
5. ROTATING ASSEMBLY: TEST SHAFT AND REPLACE IF NECESSARY. FIELD BALANCE ASSEMBLY (STATICALLY
AND DYNAMICALLY). PERFORM A FULL FREQUENCY SPECTRUM ANALYSIS ON THE SYSTEM. INSTALL NEW
PILL BLOCK GREASE LUBRICATED BEARINGS AND LUBRICATE BEFORE START-UP.
6. PROVIDE AND INSTALL NEW FLEXIBLE CONNECTIONS.
2.10 AUTOMATIC TEMPERATURE CONTROLS
A. GENERAL:
1. FURNISH AND INSTALL AS HEREIN SPECIFIED, A COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM OF
DDC AS REQUIRED AND MANUFACTURED BY SIEMENS (LANDIS DIVISION), LANDYS & STAEFA, JOHNSON
CONTROLS, ANDOVER CONTROLS, OR APPROVED EQUAL BY THE ENGINEER. MANUFACTURER SHALL BE
APPROVED BY ENGINEER BEFORE COMMENCING WORK.
2. ALL TEMPERATURE CONTROL SYSTEMS AND COMPONENTS UNDER THIS SUBCONTRACT ARE TO BE FULLY
MODULATING TYPE, EXCEPT WHERE NOTED OTHERWISE. THE SYSTEM SHALL BE COMPLETE IN ALL
RESPECTS INCLUDING ALL ASSOCIATED CONTROL EQUIPMENT, THERMOSTATS, CONTROL VALVES, VALVE
ACTUATORS, DAMPER OPERATORS, RELAYS, PILOT POSITIONERS, CONTROL WIRING, CONTROL AIR PIPING,
SWITCHES, INTERLOCK WIRING, ELECTRICAL OR PNEUMATIC CONTROL COMPONENTS AND ASSOCIATED PIPING
OR WiRING, APPURTENANCES, ETC., TO PROVIDE THE FUNCTIONS DESCRIBED iN THESE SPECIFICATIONS AND
PLANS, REGARDLESS OF WHETHER OR NOT SAID DEVICE RELAY, ETC. IS SPECIFICALLY MENTIONED
HEREAFTER.
3. THE SYSTEM SHALL BE SUPERVISED AND CHECKED OUT COMPLETELY IN ALL RESPECTS BY COMPETENT
MECHANICS, REGULARLY EMPLOYED BY THE MANUFACTURER.
4. ALL CONTROLS MUST BE THE PRODUCT OF ONE MANUFACTURER. ALL AUTOMATIC CONTROL VALVES,
SENSORS AND DAMPER OPERATORS SHALL BE MANUFACTURED BY THE TEMPERATURE CONTROL
MANUFACTURER.
5. CONNECTION TO EXISTING SYSTEM:
A) IF NEW WORK IS TO CONNECT TO AN EXISTING SYSTEM, THE PROPOSED NEW SYSTEM TO BE
INSTALLED SHALL BE FULLY COMPATIBLE WITH THE EXISTING SYSTEM. THE MANUFACTURER OF THE
PROPOSED NEW SYSTEM SHALL PROVIDE ALL REQUIRED INTERFACES OR "GATEWAYS" TO ENSURE THAT
THEiR SYSTEM IS FULLY COMPATIBLE.
6. THE CONTROL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING DESCRIPTION OF SYSTEM
OPERATIONS AND/OR DETAIL INFORMATION SHOWN ON THE PLANS AND AS DESCRIBED HEREIN.
A) THE MANUFACTURER OF THE AUTOMATIC CONTROL EQUIPMENT SHALL SUBMIT THE FOLLOWING FOR
APPROVAL: A SCHEMATIC DIAGRAM OF EACH CONTROL SYSTEM WHICH SHALL INDICATE THE PROPER
SEQUENCE OF OPERATION AND RANGE OF THE CONTROLS FOR ALL CYCLES. A COMPLETE
DESCRIPTION OF THE AUTOMATIC OPERATION OF EACH SYSTEM. THE DESCRIPTION SHOULD INCLUDE
THE DUTY OF EACH THERMOSTAT, VALVE, SWITCH, ETC., INCORPORATED iN THE CONTROL SYSTEM WITH
A SCHEDULE AND ILLUSTRATION OF ALL CONTROL INSTRUMENTS AND EQUIPMENT INCLUDING CONTROL
PANELS AND DEVICES FOR EACH SYSTEM.
B. ELECTRIC WIRING:
1. ALL ELECTRICAL WORK (EXCEPT FOR MOTOR FEEDERS, WiRING BETWEEN MOTORS, MOTOR CONTROLLERS,
FEEDER PANELS, FUSES, CIRCUIT BREAKERS AND BUS BARS) REQUIRED FOR THE AUTOMATIC TEMPERATURE
CONTROL SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR. WORK SHALL INCLUDE BUT NOT BE LIMITED
TO TIME SWITCHES, DAMPER MOTORS, DAMPER SWITCHES, ELECTRIC THERMOSTATS, ELECTRIC RELAYS, E/P
SWITCHES, INTERLOCKING WIRING, WIRE, CONDUIT, ETC.
2. ALL 115 VOLT POWER REQUIRED FOR CONTROL PURPOSES SHALL BE PROVIDED BY THE CONTROL
CONTRACTOR FROM A SOURCE ESTABLISHED BY THE ELECTRICAL CONTRACTOR.
3. THE CONTROL MANUFACTURER SHALL INCLUDE WIRING DIAGRAMS IN HIS SHOP DRAWINGS SUBMITTALS
FULLY COORDINATED WiTH THE ELECTRICAL CONTRACTOR'S WORK. IT SHALL BE THE AUTOMATIC
TEMPERATURE CONTROL CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL WIRING AND CONDUIT AS
REQUIRED TO ACHIEVE THE FUNCTION CALLED FOR IN THESE SPECIFICATIONS, CONFORMING WITH LOCAL
CODES FOR MATERIAL AND INSTALLATION. THE ELECTRICAL SPECIFICATION FOR THE PROJECT'S ELECTRICAL
WORK IS TO BE FOLLOWED.
4. FURNISH A CERTIFICATE INDICATING THE METHOD OF WIRING COMPLIANCE WITH LOCAL CODES AS PART OF
THE FIRST SHOP DRAWING SUBMITTAL.
C. ROOM THERMOSTAT AND SWITCH LOCATIONS:
1. ALL ROOM THERMOSTATS AND SWITCH LOCATIONS (WHETHER SHOWN ON PLANS OR NOT) SHALL BE
SELECTED AND SUBMITTED BY THE TEMPERATURE CONTROL MANUFACTURER FOR APPROVAL BY THE
ARCHITECT AND ENGINEER PRIOR TO ACTUAL INSTALLATION.
SHOWN1. PROVIDE CONTROLS FOR ALL THE AUTOMATIC DAMPERS, AS SPECIFIED IN THE DUCTWORK SECTIOR, AND
ON r -d
2. CONTROL MOTORS OR ACTUATORS SHALL BE OF THE ELECTRONIC OR PNEUMATIC TYPE, UNLESS
OTHERWISE NOTED, OR APPROPRIATE SIZE AND QUANTITIES TO PROVIDE TWO -POSITION OR PROPORTIONING
CONTROL ACTIONr PROPORTIONING TYPE SHALL BE EQUIPPED WITH PILOT
AUTOMATICPOSITIONERS. PILOT POSITIONERS SHALL BE SELECTED FOR VARIED SPRING RANGES AND ADJUSTABLE
WITHOUT DISMANTLING POSITIONER AND CONTROL MOTOR.
3. DAMPERS EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRIC ACTUATORS• ` r
ACCESSORIES.
E. CONTROL PANELS:
1. FURNISH AND INSTALL IN THE MECHANICAL ROOM, AS HEREIN SPECIFIED, CONTROL PANELS OF STEEL,
WITH WELDED ANGLE IRON BRACKETS, FOR WALL OR FLOOR MOUNTING.
2. THE BASIC BACKGROUND COLOR OF THE PANEL SHALL BE AS APPROVED BY THE ARCHITECT AND
3. PANELS SHOULD BE FULLY ENCLOSED WITH HINGED LOCKING FRONT DOOR FOR EACH PANEL. THE PANEL
SHALL CONTAIN ALL CONTROLLERS, RELAYS, SWITCHES, ETC. PROVIDE ENGRAVED NAMEPLATES TO LABEL
THE CONTROLLED EQUIPMENT AND FOR EACH PANEL MOUNTED CONTROL DEVICE. PLASTIC LAMINATED
CONTROL SCHEMATIC DRAWINGS FOR THE SYSTEM SHALL BE HUNG AT EACH LOCAL CONTROL PANEL.
4. DETAILS OF EACH OF THESE PANELS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.
LOCATIONS OF PANEL ARE TO BE CONVENIENTFOR ADJUSTMENT AND SERVICE AND ALL SUCH
LOCATIONS • BE APPROVED PRIOR TOINSTALLATION.
SEQUENCEF. OF OPERATIONS:
1. ALL INTERIOR HEAT PUMP UNITS SERVING RESPECTIVE VAV BOXES SHALL BE PROVIDED WITH BYPASS BOX,
• r IN MAIN TRUNK SUPPLY DUCT.DEVICES,•
CONTROL VAV OPERATION OF i BOXES SHALL BE INTERFACED WITH THE EXISTING
BUILDING MANAGEMENT SYSTEM (BMS) AS PER THE LANDLORDS REQUIREMENTS. PROVIDE MONITORING AND
CONTROL •• ALL BOXES.
2. ALL CEILING HEAT • UNITS SHALL BE r WITH THE EXISTING BUILDING
(BMS) AS PER THE LANDLORDS REQUIREMENTS. PROVIDE MONITORING AND CONTROL FOR ALL UNITS.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY; NY 10573
[Or- 'I �1 V-41
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
Description
ON
LMIONITOMIMPT
Seal / Signature I I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPF1T
Project Number
005801001
Scale
1/8" =1" - 0"
Description I
( MECHANICAL SPECIFICATIONS 3 OF 4
ImAqd I Irks I M
0 2014 Gensler
ELECTRICAL SYMBOL LIST
(NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
SYMBOL DESCRIPTION
20A, 125V DECORA STYLE DUPLEX RECEPTACLE - FLUSH WALL MOUNTED
(� 20A, 125V SINGLE RECEPTACLE - FLUSH WALL MOUNTED
3 20A, 125V DECORA STYLE QUADRUPLEX RECEPTACLE - FLUSH WALL MOUNTED
20A, 125V DECORA STYLE GFCI TYPE DUPLEX RECEPTACLE -FLUSH WALL MOUNTED
WP`%20A, 125V GFCI TYPE WEATHER RESISTANT DUPLEX RECEPTACLE IN WEATHER
YY PROOF ENCLOSURE
SPECIAL PURPOSE RECEPTACLE - FLUSH WALL MOUNTED
m
_~ a
20A 125V DECORA STYLE HALF SWITCHED DUPLEX RECEPTACLE -FLUSH WALL
MOUNTED. BOTTOM HALF OF DUPLEX RECEPTACLE TO BE SWITCHED VIA WALL SWITCH
,C
{f
FLUSH FLOOR FIRE RATED COMBINATION POWER AND VOICE/DATA DEVICE
FLUSH FLOOR FIRE RATED COMBINATION POWER, VOICE/DATA, AND AUDIO VISUAL DEVICE
3
CEILING MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION
�J
FLUSH WALL MOUNTED JUNCTION BOX WITH FINALUIPMENT CONNECTIONE
f Q
0
FLUSH FLOOR MOUNTED JUNCTION BOX WITH FINAL EQUIPMENT CONNECTION
4EY UNFUSED DISCONNECT SWITCH__ 30A, 3P, U.O.N.
100A..
FUSED DISCONNECT SWITCH - 100 AMP SWITCH, 60 AMP FUSE, UNFUSED (EXCEPT
OP
60A WHERE FUSE SIZE IS INDICATE) 3._POLE_. (EXCEPT WHERE NOTED
COMBINATION MOTOR CONTROLLER AND DISCONNECT SWITCH FURNISHED BY MECHANICAL
CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR. COOR. LOCATION W MECH. CONT.
10QA
60A CIRCUM BREAKER 100A FRAME/60A TRIP, 3 POLE, U.O.N. ST -SHUNT TRIP
!SURGE SUPPRESSER, LIEBERT ACCUVAR #ACV-277-Y-111-RKE FED WITH 30A/3P C/B
MOUNT WITHIN 3ft OF TOTAL WIRE LENGTH FROM SOURCE
4f COMBINATION FIRE/SMOKE DAMPER - COORD. LOCATION WITH MECH. CONTRACTOR
INTERCONNECT TO FIRE ALARM SYSTEM
MOTOR
PULLBOX, SIZED PER NEC��
E DRY TYPE 480-208V TRANSFORMER DELTA -WYE
WITH GROUNDED SECONDARY SIDE, LION.
FLUSH MOUNTED PANELBOARD
® SURFACE MOUNTED PANELBOARD
;GROUND BAR
,�--•-�►► 2#12+1#12G -3/4-C FOR ONE CKT. HOMERUN, U.O.N.
..--.�►►. 2#12+1#10NEUT+1#12G-3/4-C FOR TWO CKT. HOMERUN, U.O.N.
�,.--►►► 3#12+1#10NEUT+1#12G-3/4-C FOR THREE CKT. HOMERUN, U.O.N.
3#12+1#12G -3j4 -C HOMERUN, U.O.N.
CONCEALED CONDUIT
�—+ I CONDUIT TURNING UP
—� CAPPED CONDUIT
FLEXIBLE EQUIPMENT CONNECTION
SINGLE POLE. SWITCH___. -._________.._
3 3 -WAY SWITCH
OR TIME CLOCK OVERIpE SWITCH, TORK #SS20FTY(3-WAY #SS13F)__.__-.__
IDIMMER SWITCH, LUTRON NOVA -T #NT -2000, RATED PER LIGHTING LOAD
3 MANUAL STARTER -TOGGLE TYPE WITH THERMAL ELEMENT - 250V HP RATED,
FURNISHED BY ELEC CONTRACTOR
LV LOW VOLTAGEMANUAL"ON" WALL MOUNTED SWITCH IN ENCLOSED ROOMS WITH
CEILING MOUNTED LOW VOLTAGE VACANCY SENSORS G_REENGATE__(GMDS-W ________
OS
DUAL TECHNOLOGY VACANCY^ SENSOR, WALL MTD. GREENGATE #VNW-D-1001-MV
OS _. DUAL TECHNOLOGY VACANCY SENSOR LOW VOLTAGE, CEILING MOUNTED.
GREENGATE #VAC -DT -22000-R
OS DUAL TECHNOLOGY VACANCY SENSOR LOW VOLTAGE, rv-CEILING MOUNTED.
GREENGATE #VAC -DT -1000-R
TS ^rT DIGITAL TIME SWITCH, WALL MOUNTED. WATTSTOPPER #TS -400-W
POWER PACK MOUNTED IN JUNCTION BOX LOCATED ABOVE FINISHED CEILING
GREENGATE_#SP20-MV, CONNECTTO 120 -VOLT CONVENIENCE CIRCUIT
DIGITAL TIME CLOCK TORK DZS SERIES MULTIPURPOSE CONTROL 365 DAY ADVANCE
TC SINGLE HOLIDAY & SEASONAL SCHEDULING W/ASTRONOMIC FEATUREDZS400BP
pC PHOTO CONTROL SWITCH
LC LIGHTING CONTACTOR, ASCO 917-12(# OF POLES)-2O(AMP)-3(12OV) OR 7(277V)1 -C
(NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
71 GROUND CONNECTION
Q
I UNFUSED SWITCH - 100 AMP SWITCH
... .
M
_ .... _ .. ...._ ._ ..__ .._ .. _.__....___ __._ __ ._, _.___. _ ..:.__ ._ _.._.... . _...:_....._................. _.... __.... _..
UTITLITY METER WITH CT. COMPARTMENT
SUB Q
.._.._... ____.... __ _._. __. _ ... ___ __.___._ .____.__ __. _....._....._ _... __ ._.......... _.._.___. _.._....... .... .._._.
DIGITAL SUB -METER E -MON D -MON 2000 CLASS #208400D KIT PROVIDE A
'
DGP
FIRE ALARM DATA GATHERING PANEL
E-301
20A 3 POLE BREAKER IN LOCAL POWER PANEL
_.....__ .,... __._ ..._,....,..
CHIME
_.._ ._ ._... __. __.._ ._. _.__.__. _--------_.___.___
D8 j DBT
=DOOR BELL PUSH BUTTON DOOR BELL CHIME AND ASSOCIATED TRANSFORMER
/
... _..._ __._._..__ .. .....__._._ ..,..
I vl
`0
._P.. _....... �_.._._..........._..._._�.___.._____ _.....a_,-.._ _-.. _.._.n.__...... _.__._..-------- .__.._ _..-._...._.�_,__.__ _. _....__. _..._ .. _.._._.._ ....._.__.._
WALL MOUNTED TELEVISION OUTLET WITH 3/4" EMPTY CONDUIT & DRAG
ABOVE COUNTER
....___....._._.___._.__...... .... .... ..__...._____._ ..__...._._......_
LINE TERMINATED IN A 90' BEND 6" INTO NEAREST ACCESSIBLE CEILING
v
VOICE & DATA OUTLET LOCATION WITH 1 EMPTY CONDUIT &DRAG LINE TERMINATED
KILOVOLT
_....__....___.:. ............ .._ .._.___ _ _..,_...__._._
A 90 DEG. BEND 6" INTO NEAREST ACCESSIBLE CEILING
T
VOICE OUTLET LOCATION W/SINGLE GANG RING, i E. C. & DRAG LINE TERMINATED
r,OltWALL
► ♦ ►s1
' W/90 DEG. BEND & ANTI -SHORT BUSHING 6- ABOVE HUNG CEILING
_.... .__....
H
ADA "CALL FOR ASSISTANCE" PULL CORD SWITCH, HORN/STROBE & 24V TRANS.,
AIC
EST EDWARDS KIT MODEL #6538-G5
OS
CEILING MOUNTED ADDRESSABLE SMOKE DETECTOR
�S E
ELEVATOR RECALL ADDRESSABLE SMOKE DETECTOR
/0-\CoCEILING
\= /SB
-------
MOUNTED LINE VOLATAGE (RESIDENTIAL TYPE) COMBINATION SMOKE/CARBON
MONIXIDE DETECTOR WITH SOUNDER BASE
�H
-------- ------ .__._... _..__....-
CEILING MOUNTED ADDRESSABLE THERMAL DETECTOR RATE -OF -RISE
Q
DUCT SMOKE DETECTOR
TS
{ SPRINKLER TAMPER SWITCH
WF
SPRINKLER WATER FLOW SWITCH
DGP
FIRE ALARM DATA GATHERING PANEL
E-301
MAIN FIRE ALARM CONTROL PANEL
IN 1
LUH
!•!' HOLDER
AMPERE
COMBINATION HORN AND R•:MOUNTED
Q
ADJUSTABLE CANDELA
THOUSAND CIRCULAR MILS
FIRE R•- • r
E-301
ADJUSTABI E CANDELA
r�F
FIRE ALARM •• • r
RF
FIRE ALARM PULL STATION
i
E0
FIRE ALARM REMOTE•- PANEL
ABOVE COUNTER
....___....._._.___._.__...... .... .... ..__...._____._ ..__...._._......_
FIRE ALARM MONITOR MODULE
I
®FIRE
ALARM CONTROL•®
KILOVOLT
_....__....___.:. ............ .._ .._.___ _ _..,_...__._._
CEILING ► r DIRECTIONAL •• INDICATEDSHADED AREAS
INDICATE r PROVIDE r HOT
r,OltWALL
► ♦ ►s1
MOUNTED DIRECTIONAL••OINDICATED SHADED
I
♦
INDICATE ILLUMINATED FACE/FACES. PROVIDE UN -SWITCHED HOT LEG.
AIC
ELECTRICAL POWER NOTES
A. CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS AND ARCHITECT IN FIELD FOR
EXACT LOCATION, QUANTITY AND ELEVATION OF POWER AND TELEPHONE/DATA OUTLETS PRIOR
TO INSTALLATION.
B. RECEPTACLES SHALL BE CIRCUITED IN ACCORDANCE WITH CIRCUIT NUMBER INDICATED
ADJACENT TO EACH DEVICE. CIRCUITRY MAY BE SHOWN IN CERTAIN INSTANCES.
C. ALL RECEPTACLES SPECIFIED FOR PERSONAL COMPUTERS, LASER PRINTERS AND
SIMILAR TYPES OF EQUIPMENT SHALL BE PROVIDED WITH A SEPARATE NEUTRAL AND
GROUND CONDUCTOR. THIS IS TO COMPENSATE FOR HARMONIC CURRENTS. SHARED
NEUTRAL CONDUCTORS FOR THESE HOMERUNS ARE NOT PERMITTED, UNLESS OTHERWISE
NOTED.
D. THE ELECTRICAL CONTRACTOR SHALL CONFIRM THE CONFIGURATION TYPE FOR ALL
SPECIAL RECEPTACLES FOR COPIERS, DATA PROCESSING EQUIPMENT. ETC. WITH
OWNER AND ENGINEER PRIOR TO ORDERING.
E. CIRCUIT NUMBERS ARE INDICATED FOR INTENT ONLY. THE ELECTRICAL CONTRACTOR
SHALL ADJUST ACCORDINGLY IN THE FIELD, TO BALANCE THE CIRCUITS EVENLY ON
ALL PHASES.
F. MECHANICAL EQUIPMENT IS LOCATED ABOVE THE HUNG CEILING UNLESS OTHERWISE
NOTED. EXACT LOCATION SHALL BE DETERMINED FROM MECHANICAL DRAWINGS.
G. COORDINATE LOCATION FOR ALL MOTORIZED DAMPERS, DUCT MOUNTED SMOKE DETECTORS &
MECHANICAL WITH THE MECHANICAL CONTRACTOR. EQUIPMENT
H. WHERE APPLICABLE, RUN 1- EMPTY CONDUIT TO NEAREST ACCESSIBLE HUNG CEILING WITH
GROMMETED END FITTING FOR TELEPHONE/DATA & PROVIDE DRAG LINES FOR PULLING CABLE.
1. COORDINATE THE HARDWARE REQUIREMENTS FOR THE DOORS WITH THE ARCHITECT &
SECURITY CONSULTANT PRIOR TO INSTALLATION (I.E. ELECTRIC HINGES, CARD READERS,
ELECTRIC STRIKES, MAGNETIC SWITCHES, POWER SUPPLIES, ETC)
J. ALL BRANCH CIRCUIT HOME RUNS SHALL BE 2#12 & 1#12 GRD IN 3/4. OR MC CABLE AS
INDICATED CONDUIT, TO PANEL & CIRCUIT INDICATED. MAXIMUM OF THREE HOMERUNS PER
CONDUIT.
k. MULTIWIRE BRANCH CIRCUITS SUPPLYING POWER TO FURNITURE PARTITIONS SHALL BE PROVIDED
WITH MEANS TO DISCONNECT POWER SIMULTANEOUSLY.
• • 1 •••
A
ELECTRICAL COVER SHEET
AMPERE
ELECTRICAL COVER SHEET
KCM
ELECTRICAL FLOOR POWER PLAN«
THOUSAND CIRCULAR MILS
ELECTRICAL FLOOR LIGHTING PLAN
E-301
ELECTRICAL POWER RISER DIAGRAM & PANEL SCHEDULES
E-401
ELECTRICAL DETAILS
E-402
ELECTRICAL DETAILS
AC
ELECTRICAL DETAILS
ABOVE COUNTER
....___....._._.___._.__...... .... .... ..__...._____._ ..__...._._......_
E
3____...__..
KV
_ _.._.
_...._�._...___..._
KILOVOLT
_....__....___.:. ............ .._ .._.___ _ _..,_...__._._
AFF
ABOVE FINISHED FLOOR
KVA
KILOVOLT AMPERE
AIC
AMP_ INTERRUPTING CAPACITY
KW
_KILOWATT
ATS
AUTOMATIC TRANSFER SWITCH
!
KWH
KILOWATT HOUR
AUTO
----------
AUTOMATIC
_ ._ _--. _ . - __-___ _ __--_ .._
_.__ _____
LTG
_. _ _____
€ __ .
LIGHTING
- __ --
AWG
AMERICAN WIRE GAUGE
MAX
MAXIMUM_
BLDG
BUILDING
MCB
1
MAIN CIRCUIT BREAKER
C
CONDUIT
I
MCC
t
MOTOR CONTROL CENTER
CU
IT CIRC IT BREAKER
.MIN
MINIMUM
S
CCTV
1
i
CLOSED CIRCUIT TELEVISION
MTD
MOUNTED
CKT
'
CIRCUIT
�
CO
CARBON MONOXIDE
NIC
.NEUTRAL._..
i
�..—
NOT IN CONTRACT
COMM
COMMUNICATION
NTS
N07 TO SCALE
CT
CURRENT TRANSFORMER
OC
ON CENTER
.... .._._.._.„__.
�._..._.
.... .�_..... ............___._...._.. _......_.... ___.__,..,_.�. ....._........_
7_._..__..._
._... _.. ....._.._�..._
. ......_.
.. ..__....._..____. ..,_......__..._, _. .____._._ ... ............_....
CU
COPPER
P
POLE
DEG
DEGREE
or
k
PH
PHASE
DGP
DATA GATHERING PANEL
D
PNL
3
PANEL
DISC
DISCONNECT
PWR
I
POWER
�
-.-.-_ . _ .
------
_..
DN
DOWN
R
RELOCATED
DWG
DRAWING
RECEPT
RECEPTACLE
E EX
EXISITNG TO REMAIN
TEL
TELEPHONE
__..
EC
ELECTRICAL CONTRACTOR
TOS
TOP OF SHAFT
EM
EMERGENCY
3
TV
TELEVISION
ER
EXISTING TO BE REMOVED
I
TYP
(
TYPICAL
_
FA
FIRE ALARM
;
LION
UNLESS OTHERWISE NOTED
FACP
FIRE ALARM CONTROL PANELV
-_..._
__..
_._VA
I
VOLT OR VOLTAGEw
FL
FLOOR
VOLT AMPERE
_ FT
FEET OR FOOT
VIF
!
VERIFY IN FIELD
GRD
GROUND
W
_ _
WATT
GFI
GROUND FAULT INTERRUPTER
j
WP
WEATHERPROOF
HID
HIGH INTENSITY DISCHARGE
WT
WATERTIGHT
HP
HORSE POWER
XP
EXPLOSION PROOF
HZ
HERTZ
JB
JUNCTION BOX
i
ELECTRICAL LIGHTING NOTES
A. FOR EXACT LOCATION, QUANTITY AND ELEVATION OF LGHTING FIXTURES AND SWITCHES REFER TO
ARCHITECTURAL DRAWINGS AND COORDINATE WITH ARCHITECT IN THE FIELD.
B. LIGHTING FIXTURES SHALL BE CIRCUITED IN ACCORDANCE WITH CIRCUIT NUMBER
INDICATED ADJACENT TO EACH FIXTURE. CIRCUITRY MAY BE SHOWN IN CERTAIN
INSTANCES.
AlAmflKegn,*��
E-001
ELECTRICAL COVER SHEET
E-002
ELECTRICAL COVER SHEET
E-101
ELECTRICAL FLOOR POWER PLAN«
E-201
ELECTRICAL FLOOR LIGHTING PLAN
E-301
ELECTRICAL POWER RISER DIAGRAM & PANEL SCHEDULES
E-401
ELECTRICAL DETAILS
E-402
ELECTRICAL DETAILS
E-403
ELECTRICAL DETAILS
E-404
ELECTRICAL DETAILS
E-501
ELECTRICAL SPECIFICATIONS
E-502
ELECTRICAL SPECIFICATIONS
LIGHT FIXTURE SPECIFICATIONS
Ft— NEO—RAY r23DR1T5H5ErGuEBs1
F2— METALUX #2RD1214T5RPUWERT
F3— METALUX #2RD1328T5RPUNVEBT
F4— PORTOL01 #CS04132E-4CS01U
F5— FAIL—SAFE #MCS14(21)(28)T5UNV—AS REO'D—IK12EB51
F6— ACOLYTE LED #RB241,5(MATCH T5&T5HO COLOR TEMP)
F7— ONEFORTYTHREE #MINT GREEN 36` HARDWIRED 120V
ARCHITECT TO SELECT
COORDINATE WITH ARCHITECT FOR ALL FIXTURE FINISHES, COLORS, ETC..
C. ALL JUNCTION OR OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO
COVER, PROVIDE ARCHITECT APPROVED ACCESS DOORS OR PLATES AS REQUIRED IN
AREAS WHERE UNOBSTRUCTED ACCESS TO BOX OR OUTLET IS NOT POSSIBLE.
D. PRIOR TO ORDERING LIGHTING FIXTURES, COORDINATE WITH ARCHITECTURAL DRAW-
INGS AND SPECIFICATIONS. IF DISCREPANCIES EXIST BETWEEN ARCHITECTURAL AND
ENGINEERING INFORMATION OBTAIN CLARIFICATION PRIOR TO PROCEEDING.
E. CIRCUIT NUMBERS ARE INDICATED FOR INTENT ONLY. THE ELECTRICAL CONTRACTOR
SHALL ADJUST ACCORDINGLY IN THE FIELD TO BALANCE THE CIRCUITS EVENLY ON
ALL PHASES.
F. MULTIPLE SWITCHES SHOWN IN SAME LOCATION SHALL BE GANGED TOGETHER WITH A
COMMON FACEPLATE.
G. ALL LIGHTING FIXTURES UTILIZING ELECTRONIC BALLASTS SHALL BE PROVIDED WITH
A DEDICATED NEUTRAL OR AN OVERSIZED NEUTRAL WHEN SHARED.
H. ALL LIGHTING FIXTURES CONTROLLED BY DIMMER SWITCHES SHALL BE PROVIDED WITH
DEDICATED NEUTRAL CONDUCTOR.
1. ALL NIGHT LIGHTS AND EMERGENCY LIGHTS SHALL BE UNSWITCHED AND CIRCUITED DIRECTLY TO ASSOCIATED
ELECTRICAL EMERGENCY PANEL.
j• ALL LIGHT FIXTURES DESIGNATED WITH "EM” OR ARE INDICATED TO BE PROVIDED WITH AN EMERGENCY
BATTERY BACK UP BALLAST SHALL HAVE CAPABILITY OF ILLUMINATING Ali LAMPS WITHIN FIXTURE FOR A
MINIMUM OF 90 MINUTES.
2 INTERNATIONAL DRIVE
ROYAL
• , PARK
TOWN OF RYE
irOM
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
Date Description
06/06/2015 ISSUE FOR CONSTRUCTION
Seal / Signature ( I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8" = V- 0"
Description I
ELECTRICAL COVER SHEET I
M0 Ek IR -0.1 1 1
C 2014 Gensler
ELECTRICAL GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE NATIONAL ELECTRIC CODE,
BUILDING DEPARTMENT, BUILDING MANAGEMENT, AND ALL AUTHORITIES HAVING JURISDICTION AND APPLICABLE
NATIONAL, STATE AND LOCAL CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK
SHALL BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. CONTRACTOR IS TO INFORM ENGINEER,
OF ANY EXISTING WORK OR MATERIALS WHICH ViOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE
BY THE CONTRACTOR CAUSING SUCH VIOLATION LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING
SUCH VIOLATION SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE BY THIS CONTRACTOR AND AT NO EXPENSE TO THE
OWNER.
2. PRIOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL ViSIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD
CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON THE DRAWINGS AND DESCRIBED HEREIN. DISCREPANCIES,
IF ANY, SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO SUBMISSION OF HIS BID, AND IF NOT
RESOLVED TO SATISFACTION, SHALL BE SUBMITTED AS A WRITTEN QUALIFICATION OF THE BID. SUBMISSION OF A BID
SHALL BE EVIDENCE THAT SiTE VERIFICATION HAS BEEN PERFORMED AS DESCRIBED ABOVE.
3. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND APPROXIMATE
LOCATION OF EQUIPMENT. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND COORDINATE FINAL
LOCATIONS OF SWITCHES, LIGHT FIXTURES, RECEPTACLES, ETC. WORK SHALL BE COORDINATED WITH OTHER TRADES
TO AVOiD CONFLICTS. IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE
STRINGENT SITUATION SHALL APPLY.
4. PRiOR TO SUBMISSION OF BID, THIS CONTRACTOR SHALL REVIEW ALL DRAWINGS OF THE ENTIRE PROJECT INCLUDING
GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER AND
SHALL INCLUDE ANY WORK REQUIRED iN THE BID WHICH iS INDICATED OR IMPLIED TO BE PERFORMED BY THIS TRADE
IN OTHER SECTIONS OF THE WORK.
5. ANY EQUIPMENT, PARTS, MATERIALS, ACCESSORIES, OR LABOR THAT IS NECESSARY FOR PROPER PERFORMANCE OF THE
ELECTRICAL WORK, ALTHOUGH NOT SPECIFICALLY MENTIONED HEREIN, OR SHOWN ON THE DRAWINGS, SHALL BE
FURNISHED AND INSTALLED AS IF CALLED FOR IN DETAIL WITHOUT ADDITIONAL COST.
6. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL
ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE ELECTRICAL WORK IS
TAKEN OVER AND ACCEPTED BY THE OWNER, AND IS UNDER CARE, CUSTODY, AND CONTROL OF THE OWNER. ENGAGE THE
SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER STARTUP AND OPERATION AND
SERVICING OF THE EQUIPMENT.
7. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE,
SAFE INSTALLATION OF ALL ELECTRICAL WORK. THE SCOPE OF WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE
FOLLOWING:
-ELECTRICAL REQUIREMENT SHALL BE IN CONFORMANCE WITH ENGINEERING BID DOCUMENTS AS WELL AS DOCUMENTS
(SPECIFICATIONS & DRAWINGS) PREPARED BY LOCAL UTILITY COMPANY ANY REFERENCED DWG'S iN THE UTILITUY CO. DOCUMENTS
NOT INCLUDED SHALL BE PART OF THIS CONTRACT.
-CONTRACTOR SHALL COORDINATE AND ARRANGE TO RECEIVE AND/ OR TO PICK-UP SPECIFIC EQUIPMENT OUTLINED
PREPURCHASE ITEMS.
-REMOVAL AND RELOCATION OF EQUIPMENT AS REQUIRED WHEN INTERFERING WITH NEW WORK.
-INSTALLATION OF NEW RACEWAY AND CONDUCTORS.
-CUTTING, CHANNELING AND CHASING REQUIRED TO ACCOMMODATE THE ELECTRICAL INSTALLATION
AND ROUGH PATCHING.
-ADDITION OR MODIFICATION OF EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT.
-INSTALLATION OF CONDUIT, JUNCTION BOXES, PULL BOXES, ETC., REQUIRED FOR THE
AFOREMENTIONED EQUIPMENT.
-MAINTENANCE AND PROPER OPERATION OF EXISTING BASE BUILDING SYSTEMS WITHIN THE CONTRACT AREA iN
ACCORDANCE WITH THE REQUIREMENTS OF BUILDING MANAGEMENT.
-TEMPORARY LIGHT AND POWER DURING CONSTRUCTION.
-GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS SPECIFIED.
8. THIS CONTRACTOR IS TO OBTAIN A COPY OF THE BUILDING RULES AND REGULATIONS PRIOR TO BID SUBMISSION TO
DETERMINE REQUIREMENTS AND THE EXTENT OF PREMIUM TIME WORK REQUIRED BY BUILDING MANAGEMENT. FOR THE
PURPOSE OF THE BID, ASSUME ANY NOISY WORK (E.G., CHOPPING, CORE DRILLING, ETC.) AND BASE BUILDING
SYSTEM INTERRUPTIONS ARE TO BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS.
9. "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201 LATEST EDITION, OR AS
REQUIRED BY THE ARCHITECTS DOCUMENTS AND/OR THE STRUCTURAL ENGINEERS DOCUMENTS, AS APPLICABLE, ARE PART
OF THIS CONTRACT.
10. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN HAS BEEN ESTABLISHED. SUBMIT
ALL CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS. PROVIDE A MINIMUM OF FOUR (4) COPIES
OF 8-1/2 X 11 SUBMISSIONS AND ONE (1) REPRODUCIBLE AND ONE (1) PRINT OF ALL DRAWINGS. SPECIFIC JOB
REQUIREMENTS MAY BE MORE STRINGENT AND CONTRACTOR IS RESPONSIBLE TO OBTAIN REQUIREMENTS FROM
CONSTRUCTION MANAGER, GENERAL CONTRACTOR OR ARCHITECT.
11. SUBMIT FOUR (4) LOOSE-LEAF BOUND OPERATING AND MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO
INCLUDE ALL SHOP DRAWINGS AND OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS..
12. CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO RECORD DRAWINGS AND SUBMIT AN AS -BUILT CONDITION
(DEVICES, EQUIPMENT, CIRCUITRY, ETC.), DRAWINGS UPON COMPLETION OF THE PROJECT. FiNAL SUBMISSION OF
REPRODUCIBLE AS -BUILT DRAWINGS ARE TO BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS iS THE
AS -BUILT CONDITION OF THE WORK.
13. NO SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN
SUBMITTAL TO THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL, PERFORMANCE AND MATERIAL SPECIFICATIONS. ANY
CHANGES IN LAYOUT, ELECTRICAL CHARACTERISTICS, STRUCTURAL REQUIREMENTS, OR DESIGN DUE TO THE USE OF A
SUBSTITUTION SHALL BE SUBMITTED TO THE ENGINEER AS PART OF THIS PROPOSAL. THE CONTRACTOR TAKES FULL
RESPONSIBILITY FOR THE SUBSTITUTION AND ALL CHANGES RESULTING FROM SUBSTITUTION.
14. THIS CONTRACTOR SHALL SUBMIT FOR APPROVAL, A PLAN INDICATING THE SIZE AND LOCATION OF ALL ACCESS DOORS
REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, DEVICES, JUNCTION BOXES, PULL BOXES,
ETC. THIS CONTRACTOR SHALL ARRANGE FOR FURNISHING AND INSTALLATION OF ALL ACCESS DOORS IN FINISHED
CONSTRUCTION AND INCLUDE COSTS IN THE BID.
15. REMOVAL, TEMPORARY CONNECTIONS AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE
INSTALLATION OF THE NEW SYSTEMS. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE DRAWINGS.
THE CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING
CONDITIONS FOR PROPER INSTALLATION OF NEW WORK.
16. PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MiNiMUM INTERFERENCE WITH
REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE
ORDINATED WITH BUILDING MANAGEMENT. PROVIDE TEMPORARY FEEDERS, CIRCUITRY, ETC., AS REQUIRED TO
MINIMIZE DOWNTIME.
17. DISCONNECTS SHALL BE 'QUICK -BREAK' HEAVY DUTY TYPE IN NEMA 1 ENCLOSURE FUSED OR UNFUSED AS INDICATED ON
THE DRAWINGS. FUSES FOR SWITCHES SHALL BE CURRENT LIMITING TYPE WITH AN INTERRUPTING CAPACITY OF 200,000 RMS
AMPERES AND OF THE CONTINUOUS CURRENT RATING AS SHOWN ON THE DRAWINGS.
18. CIRCUIT BREAKERS SHALL BE 'THERMAL MAGNETIC' TYPE, QUICK -MAKE, QUICK -BREAK WITH NON -WELDING CONTACTS
COMPENSATED FOR AMBIENT TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 10,000 AMPERES
SYMMETRICAL FOR 120/280V PANELS AND 14,000 AMPERES SYMMETRICAL FOR 277/480V PANELS OR HIGHER WHERE
NOTED.
19. CONDUIT SHALL BE RIGID THREADED REGARDLESS OF SIZE.
20. ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN INSULATED. ALL CONDUCTORS SHALL HAVE 600 VOLT RATED
INSULATION, UNLESS OTHERWISE NOTED. UNLESS SPECIFIED ALL WIRE #10 AWG AND SMALLER SHALL BE SOLID.
CONDUCTORS AND 8 AWG AND LARGER SHALL BE STRANDED.
21. BRANCH CIRCUIT WIRE SIZE: THE MINIMUM WIRE SIZE FOR BRANCH CIRCUIT SHALL BE NO. 12 AWG EXCEPT 120 VOLT
CIRCUITS OVER 100 FEET IN LENGTH SHALL BE 10 AWG.
22. PULLBOXES, JUNCTION BOXES AND OUTLET BOXES SHALL BE MANUFACTURED FROM GALVANIZED INDUSTRY STANDARD
GAUGE SHEET STEEL.
23. PROVIDE PULL BOXES AND JUNCTION BOXES iN LONG STRAIGHT RUNS OF RACEWAY TO ASSURE THAT CABLES ARE NOT
DAMAGED WHEN THEY ARE PULLED, TO FULFILL REQUIREMENTS AS TO THE NUMBER OF BENDS PERMITTED IN RACEWAY
BETWEEN CABLE ACCESS POINTS, THE ACCESSIBILITY OF CABLE JOINTS AND SPLICES, AND THE APPLICATION OF
CABLE SUPPORTS.
24. PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE MINIMUM BENDING RADIUS CRITERIA
SPECIFIED FOR THE WIRESAND CABLE AREMAINTAINED.
ALLOW25. ALL EQUIPMENT, DEVICE BOXES, JUNCTION BOXES, PULLBOXES AND OUTLET BOXES SHALL BE INSTALLED SO AS TO
i THE BOX. IF NECESSARY AND APPROVED BY # PROVIDE iii- i'
COVERPLATES IN AREAS WHERE UNOBSTRUCTED ACCESS IS NOTPOSSIBLE.
26. OPENINGS AROUND ELECTRICAL PENETRATION THROUGH FIRE RESISTANCE RATED WALL, PARTITIONS, FLOOR OR CEILING
SHALL BE FIRE STOPPED, USING APPROVED METHODS.1 FORHOURS
ff*Td I i I H 15 KI 9 ff.-T#TT,! ##• # i
RECEPTACLESi • i
EXTERIORREQUIREMENTS,
GENERALLY
31-6"
OVER i'
i
WALL SWITCHES
•
WALL FIXTURES
6$-Oo$
MOTOR CONTROLLERS•
FIRE ALARM STATIONSi
SPEAKER/STROBE LIGHTS
6'-8" AFF OR 6" BELOW CEILING
(WHICHEVER IS i
EXCEPTIONS: i OF DIFFERENT WALL
FINISH MATERIALS, ON
MOLDING OR BREAK IN WALL SURFACE,VIOLATION OF •r
AS NOTED OR DIRECTED.
28. PROVIDE WEIGHTS, LOCATIONS AND DIMENSIONS OF EQUIPMENT IN EXCESS OF 200 LBS. SUPPORTED ON FLOOR
OR HUNG FROM BUILDING STRUCTURE. TO BASE BUILDING STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
29. THE ELECTRICAL CONTRACTOR SHALL COORDINATE
HIS WORK WITH HVAC, PLUMBING AND OTHER TRADES FOR
EXACT LOCATION OF ALL MOTOR AND CONTROL DEVICES. LOCATIONS AS SHOWN ON ELECTRICAL DRAWINGS ARE APPROXIMATE.
30. PROVIDE PRICING FOR EXTENDED WARRANTIES (2-5 YEARS) FOR THE SYSTEMS NOTED BELO
PROVIDE PRICING FOR WARRANTIES BEYOND 5 -YEARS WHERE POSSIBLE.
31. PROVIDED WITH WEATHERPROOF IN #
ELECTRICAL DEMOLITION NOTES
A. SEE ARCHITECTURAL DEMOLITION DRAWINGS FOR NUMBER OF LIGHTING FIXTURES
AND DEVICES TO BE REMOVED AND OR RELOCATED.
B. SEE HVAC DRAWINGS FOR HVAC EQUIPMENT TO BE REMOVED. REMOVE ALL ASSOCIATED
CONDUIT, WIRE, SWITCHES, BOXES ASSOCIATED WITH EQUIPMENT TO BE REMOVED.
C. SEE PLUMBING DRAWINGS FOR PLUMBING EQUIPMENT TO BE REMOVED.
D. FOR EQUIPMENT TO BE REMOVED DISCONNECT POWER AND REMOVED
CONDUIT/WIRING BACK TO PANEL.
E. REMOVE ALL DRYWALL MOUNTED DUPLEX RECEPTACLES AND ASSOCIATED CIRCUITING.
WHERE OUTLETS ARE REMOVED AND THROUGH CIRCUITING SERVE OTHER OUTLETS
BEYOND THE DEMOLITION AREA, RESTORE OR MAINTAIN THROUGH CIRCUITING.
A. ALL FLOOR OUTLETS SERVICE FITTINGS SHALL BE REMOVED WITH WIRE, REMOVED
BACK TO THE ELECTRIC PANEL FROM WHiCH THEY ARE SERVED.
B. REMOVE FLOOR AFTERSET INSERT. PROVIDE SHEETMETAL "PENNY" AND PATCH
BY FiLLING WITH CONCRETE. FLUSH WITH FLOOR SLAB.
FLOOR OUTLETS - LOW TENSION
A. ALL FLOOR OUTLET SERVICE FITTINGS SHALL BE REMOVED WITH DATA/TELEPHONE
CABLE. REMOVED BACK TO TELEPHONE CLOSET TERMINAL STRIPS.
B. REMOVE FLOOR AFTERSET INSERT, PROVIDE SHEETMETAL "PENNY" AND FILL WITH
CONCRETE FLUSH WITH FLOOR SLAB.
EXISTING CONDUIT
A. THIS CONTRACTOR SHALL REMOVE ALL WALL CONDUITS, BOXES, CEILING CONDUITS
LEFT AFTER WALL DEMOLITION. REMOVE ALL WIRING BACK TO EXISTING PANELS.
EXISTING ELECTRICAL PANELS
A. CONTRACTOR SHALL USE CARE IN DISCONNECTING WiRING FROM PANELS
AND CIRCUIT BREAKERS. CAREFULLY STORE ALL PANEL COVERS AS
CONTRACTOR WILL BE RESPONSIBLE FOR COMPLETE USABLE PANEL
INSTALLATION.
EXISTING HEADERDUCT
A. CLEAN OUT EXISTING HEADERDUCT FROM ALL EXISTING WiRING, TAKING CARE
NOT TO DISCONNECT ANY LIGHTING CIRCUITS.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHHEADER ACCESS COVER PLATES,
GASKETS AND SCREW WHiCH WiLL HAVE TO BE REPLACED IF LOST AS PART OF
THIS WORK.
C. ELECTRICAL CONTRACTOR SHALL REMOVE ALL EXISTING TELEPHONE AND
ELECTRICAL CABLING FROM FLOOR CELLS AND HEADERDUCT BACK TO THEIR
RESPECTIVE TELEPHONE AND ELECTRIC CLOSETS. REPLACE AND SECURE
ALL COVER PLATES.
EXISTING LIGHTING FIXTURES
A. REMOVE AND/OR RELOCATE LIGHTING FIXTURES AND DETERMINED IF BALLAST
CONTAIN PCB. AS DIRECTED TURN OVER TO OWNER/TENANT ALL
FIXTURES OR DISPOSE OF THEM IN AN APPROVED MANNER. IF FIXTURES
CONTAIN BALLASTS WITH PCB REMOVE BALLASTS FROM FIXTURES AND
DISPOSE OF IN AN APPROVED MANNER.
C. REMOVE i ! CONDUIT,BOXES ASSOCIATED WITH EQUIPMENT
TO BE REMOVED.
D. DISCONNECT POWER AND REMOVE # r BACK TO PANEL
FOR EQUIPMENT TO BE REMOVED.
EXISTING FIRE ALARM
A. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX
OR SIMILAR SERVICES INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGE
DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION.
B. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED OR OTHERWISE RENDERED
INEFFECTIVE FOR ITS INTENDED PURPOSE.
C. ALL ACTIVE SMOKE DETECTION, PUBLIC ADDRESS AND FIRE ALARM SYSTEM
SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. ANY DAMAGES
TO THESE SYSTEMS AS A RESULT OF CONSTRUCTION, SHALL BE REPAIRED BY THE
CONTRACTOR IMMEDIATELY. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE
BUILDING MANAGEMENT.
TEMPORARY LIGHTING AND POWER:
A. FURNISH AND INSTALL WIRING FOR ADEQUATE LIGHT AND SMALL POWER TOOLS
FOR THE PROJECT.
B. MAINTAIN THE SYSTEM IN GOOD AND ADEQUATE WORKING CONDITIONS AT
ALL TIMES.
C. FURNISH AND INSTALL ALL LAMPS, BREAKERS, AND FUSING, AS IS NECESSARY.
D. REPLACE BURNED OUT LAMPS, DEFECTIVE BREAKERS, OR BLOWN FUSES.
E. TEMPORARY MAINTAINANCE FOR THE ABOVE SHALL BE BASED ON OPERATION
1/2 HOUR BEFORE START OF FIRST TRADE THROUGH 1/2 HOUR AFTER END
OF LAST TRADE NORMAL WORK DAY.
F. TEMPORARY LIGHT AND POWER SHALL BE INSTALLED IN ACCORDANCE WITH
CODES AND AUTHORITIES HAVING JURISDICTION.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704,377.2807
Date I Description
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal / Signature I i
Project Name 1
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT i
' Project Number
005801001 3
Scale
1/811 =1' - 0"
Description
CELECTRiCAL COVER SHEET
i i
IMN nprbsk w I
C 2014 Gensler
BE
Im
LIGHTING GENERAL NOTES:
1. ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL
DRAWINGS FOR THE EXACT LOCATIONS AND MOUNTING HEIGHTS
OF ALL LIGHT FIXTURES.
2. ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL
DRAWINGS FOR EXACT LOCATIONS AND MOUNTIING HEIGHTS OF
SWITCHES, ETC..
LIGHTING KEY NOTES:
OPEN AREA LIGHTING SHALL BE CONTROLLED VIA TIME
CLOCK AND LIGHTING CONTACTOR (LOCATED IN ELEC.
ROOM) WITH MANUAL OVERRIDE SWITCH, COORDINATE
WITH TENANT FOR EXACT SETTINGS
20 LIGHTING OVERRIDE SWITCH INTERCONNECTED TO TIME
CLOCK WITH ENGRAVED FACEPLATE INDICATING
"LIGHTING OVERRIDE"
ELECTRICAL CONTRACTOR SHALL REUSED EXISTING
LIGHTING CIRCUITS SERVING THIS AREA THAT BECOMES
AVAILABLE DUE TO DEMOLITION.
0 ALL EM/NL AND EXIT SIGNS SHALL BE CIRCUIT TO
EXISTING PANEL H-2.
"EM" INDICATES TO PROVIDE FIXTURE WITH EMERGENCY
BATTERY BACK UP TYPE BALLAST CAPABLE OF FULL LIGHT
(BOTH LAMPS) OUTPUT FOR 90 MIN., LED FIXTURES SHALL
BE PROVIDED WITH EMERGENCY DRIVER BATTERY PACK.
EXTEND UN—SWITCHED HOT LEG TO BATTERY. —
EM/NL-DENOTE 24/7 OPERATION.
ALL LIGHTING SHALL BE CIRCUITED TO PANEL H-2
LOCATED IN THE MAIN ELECTRIC CLOSET ON THIS FLOOR.
CIRCUITED NUMBERS INDICATD ARE FOR REFERENCE AND
DO NOT NECESSARILY REFLECT AN AVAILABLE SPARE
CIRCUIT IN THE RESPECTIVE PANEL.
D7
ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL
TYPE 'G' UNDERCABINET LIGHTING AND CIRCUIT TO
NEAREST 120V CONVENIENCE RECEPTACLE CIRCUIT.
COMPASS
G R: 0 U P°
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
A
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
Date I Description
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal t Signature I I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number i
�005801001
Scale
I
Description I I
ELECTRICAL LIGHTING PART PLAN I
0 he MMEF
wull",
0 2014 Gensler
60A, 1 PH. FEEDER
GRD
I 941VTJ a =I Ri : I 10N I Q Lai [I M 10AAA A
M
PANEL DESIGNATION:
PANELVOLTAGE:
AMPACITY:
MOUNTING:
AJc*
REMARKS -
L28
1201208 VOLTS 3 PHASE 4 WIRE
WITH 100F/oGROUND, BUS
100 AMPERE MAIN LUGS
RECESSED
22K
NOTES:
PROVIDE SHUNT TRIP MAIN CIRCUIT BRi+iiYiEAKER
II
•
Bosom
M* I :W 111 :40 il cm
•
-
- Hw
ENSTING
w4i Iz A •I I A V: 1 1.1 z
OPEN OFFICE REG
MINX
M
MIEN
OWN
MUMME01101MM
100100
1=0
M
101
NINE
SEE
NOR
=01111101
OWN
011
=101
OWN
11111
11-WONNIN
W91
=1111010�111011
MM
101=
NONE
Mw
1®ilii
� �
MININ
MIEN
�
NONE
N
am
H
1111
1111
iii+.�
$ " � V •
=111NE
� * �
� e �
101M
ONION
NMI
SPARE
.8PARE
IWOM
M
0111 1111131
M"
NORM
M101M
SPARE
SPARE
I
11M
MINES
SUN
121101
SUN
s d
OWN
BEEN
SPARE�ili
SPARE
11001110011001iii
M
MNON
1130
-
M
OPEN OFFICE REG
1311=11MINE
MOM
M101
MINOINBINEN
ISO
1100100UNIZE!ice
NOMINEE
QKVA TRANSFORMER
WAV
60A, 1 PH. FEEDER
GRD
I 941VTJ a =I Ri : I 10N I Q Lai [I M 10AAA A
M
PANEL DESIGNATION:
PANELVOLTAGE:
AMPACITY:
MOUNTING:
AJc*
REMARKS -
L28
1201208 VOLTS 3 PHASE 4 WIRE
WITH 100F/oGROUND, BUS
100 AMPERE MAIN LUGS
RECESSED
22K
NOTES:
PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKER
•
Bosom
M* I :W 111 :40 il cm
-
- Hw
ENSTING
w4i Iz A •I I A V: 1 1.1 z
OPEN OFFICE REG
MINX
M
MIEN
OWN
MUMME01101MM
100100
1=0
M
101
NINE
SEE
NOR
=01111101
OWN
011
=101
OWN
11111
11-WONNIN
W91
=1111010�111011
MM
101=
NONE
Mw
1®ilii
ISO
MININ
MIEN
NONE
am
H
1111
1111
101MIEN
=111NE
101M
ONION
NMI
SPARE
.8PARE
IWOM
M
0111 1111131
M"
NORM
M101M
SPARE
SPARE
I
11M
MINES
M101M
121101
SUN
s d
M
BEEN
SPARE�ili
SPARE
M
M
MNON
1130
-
M
1311=11MINE
MOM
M101
MINOINBINEN
ISO
1100100UNIZE!ice
NOMINEE
QKVA TRANSFORMER
WAV
PANEL DESIGNATION:
PANELVOLTAGE:
�AMPACITY:
MOUNTING:
AIC:
�REMARKS:
IG
1201208 VOLTS 3 PHASE 4 WIRE
WITH 1000/aGROUND BUS
160 AMPERE MAIN CIRCUIT BREAKER
SURFACE
22K
NOTES:
PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKER
Bosom
-
ENSTING
MINX
M
MIEN
OWN
MUMME01101MM
100100
1=0
M
101
NINE
SEE
NOR
011
=101
OWN
ME
11-WONNIN
111ill
=1111010�111011
MM
101=
NONE
Mw
1®ilii
ISO
MININ
MIEN
ON
H
1111
1111
=111NE
NMI
SPARE
.8PARE
IWOM
M
0111 1111131
M"
NORM
SPARE
SPARE
MINES
121101
SUN
s d
M
BEEN
SPARE�ili
SPARE
M
M
MNON
1130
-
M
1311=11MINE
MINOINBINEN
ISO
1100100UNIZE!ice
NOMINEE
DESIGNATION: H-2
VOLTAGE: 2771480 VOLTS 3 PHASE 4 WIRE
WITH 1008/6GROUND BUS AND 10(r/61SOLATED GROUND BUS
ITY: 126 AMPERE MAIN LUGS
ING: RECESSED
22K
60A, 1PH. FEEDER
3#6 W. CU. &
1 #6 W. CU. GRD
—1" C.
2NI-)
PANEL DESIGNATION:
PANEL VOLTAGE:
AMPACITY:
MOUNTING:
AIC'
REMARKS:
L2C
120f208 VOLTS 3 PHASE 4 WIRE
WITH 10(F/oGROUND BUS AND 1tai' ISOLATED GROUND BUS
60 AMPERE MAIN CIJRCUIT BREAKER
RECESSED
22K
Bosom
-
ENSTING
MINX
M
MIEN
OWN
MUMME01101MM
100100
1=0
M
101
NINE
SEE
=101
OWN
ME
11-WONNIN
111ill
=1111010�111011
M
101=
Mw
1®ilii
100M
MIEN
MM
1111
NMI
SPARE
.8PARE
IWOM
M
0111 1111131
M"
NORM
SPARE
SPARE
121101
SUN
s d
M
BEEN
SPARE�ili
SPARE
M
M
MNON
1130
-
M
1311=11MINE
MINOINBINEN
ISO
1100100UNIZE!ice
NOMINEE
�44-:- NI V 1411all NOMA 11L
3 COMPASS
G R 0 U P@
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
P
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203,352.1818
Tel 704.377.2725
Fax 704.377.2807
Date escription
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal / Signature I I
Project Name I I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801 001
Description I
ELECTRICAL POWER RISER DIAGRAM
& PANEL SCHEDULES
0 2014 Gensler
ENSTING
EXSTING
M
MIEN
100100
1=0
101
=101
11-WONNIN
SEE
1®ilii
100M
NMI
SPARE
.8PARE
OFFICE UGHTINGS
SPARE
SPARE
SPARE�ili
SPARE
M
�44-:- NI V 1411all NOMA 11L
3 COMPASS
G R 0 U P@
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
P
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS& ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203,352.1818
Tel 704.377.2725
Fax 704.377.2807
Date escription
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal / Signature I I
Project Name I I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801 001
Description I
ELECTRICAL POWER RISER DIAGRAM
& PANEL SCHEDULES
0 2014 Gensler
ISH
Z_ PROVIDE DRAG LINE
U
1" CONDUIT (U.O.N.) <4
F
PH
r, r
M
COMMUNICATION RECEPTACLE DETAIL (TYPCIAL)
1
T\.7'11 A A 1
INDICATOR
LIGHT
UNSWITCHED (EM/NL) FIXTURES
HUM
TYPICAL
LIGHTING PANEL
WALL TYPE TOGGLE SWITCH
OR WHERE INDICATED
LIGHTING CONTROL RELAY CONTACT
TEST SWITCH
AC BALLAST
[; (T19WCAil►[WA .1.111AT•'1
SWITCHED FIXTURES
1. WIRING DIAGRAMS ARE APPLICABLE TO 'T-5', 'T-8 ' AND COMPACT FLUORESCENT TYPE
EMERGENCY BALLAST AS MODIFIED BY FOLLOWING NOTES.
2. FOR FIXTURES WITH COMPACT FLUORESCENT TYPE LAMPS, CHARGEING INDICATOR LIGHT
IS WIRED ADJACENT TO FIXTURE, WITH TEST BUTTON ON COMMON FACEPLATE.
3. ALL WIRING INDICATED EXTERNAL TO FIXTURE IS BRANCH CIRCUIT WIRING TO BE RUN IN
CONDUIT. TEST SWITCH AND CHARGEING INDICATOR LIGHT SHALL BE WIRED IN
ACCORDANCE WITH MANUFACTURERS WIRING DIAGRAMS.
4. EMERGENCY BALLAST SHALL BE BODINE CAT.#B30 FOR T-8 AND T-12 LAMPS, BODINE
CAT.# B426 FOR 2 PIN COMPACT LAMPS, BODINE CAT.# B413 FOR 2 PIN TWIN TUBE
AND QUAD LAMPS, AND BODINE CAT.# 94C FOR 4 PIN LAMPS W/O STARTER.
FF1
I F, 11561 001
TO
REMAINING
FIXTURES
AND
UNSWITCHED
LOADS
CHARGING
INDICATOR
LIGHT
NAIN IL
IBM
SYSTEM EQUIPMENT GROUNDING CONDUCTOR
SIZED AS PER NEC TABLE 250.122
2 PANELBOARD EQUIPMENT GROUND BUS
SERVICE ENTRANCE EQUIPMENT SWITCHBOARD/
PANELBOARD ENCLOSURE.
GROUNDING BUSHING
5 BONDING JUMPER INSTALLED AS PER NEC ARTICLE 250
METAL CONDUIT, TYPICAL
TENANT SPACE
CONTRACTOR SHALL COME BACK INTO SPACE
AT NEAREST WALL OR COLUMN IN RELATION TO
.O LOCATION.REMAINING
POWER/DATA CONDUIT RUN SHALLBE
INSTALLED IN ACCESSIBLE -HUNG CEILING.
PROVIDE
BOXES AS
REQUIRED.
N.T.S.
FLUSH POKE-THRU OR
SERVICE FITTING
N
3/4" METAL CONDUIT FOR POWER AND 1-1/2"
MINIMUM FOR COMMUNICATIONS/DATA (U.O.N.
TYPICAL).
CONDUIT LABEL MARKED COMPANY NAME EVERY
5'-0" FT
CONDUIT STRAPS INSTALL EVERY 10'-0" FT
i 1
;
t
G R 0 U PO
2 INTERNATIONAL DRIVE
NOTES:
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
M4.,
k
CONNECTION SHALL BE BURR FREE
RECESSED FLUORESCENT
LIGHT FIXTURE
2
Tel 202.352.1717
BLANK FACE PLATE OR
371)ate
Description
06106/2015 ISSUE FOR CONSTRUCTION
Seal t Signature
EW
AS COORDINATED WITH
= i
, `
, r
Project Name
#12 AWG HANGER WIRE
(VERTICAL AT FOUR CORNERS)
NOTES.-
OTES:TEL/DATA
TEL/DATACONTRACTOR
005801001
;
NONE
SINGLE GANG JUNCTION BOX (OR
#12 AWG TIE WIRE
DIAGONAL AT OPPOSITE CORNERS)
Em401
RECESSED DOWNLIGHT FIXTURE
{COLOR BY ARCHITECT}
'
AS NOTED ON DRAWINGS)
(45'
s
T—BAR GRID (TYPICAL)
GYPSUM BOARD OR TILE CEILING
TIE WIRE
FIXTURE MOUNTING BRACKET
_. FINISHED FLOOR
CD CADDY T -BAR CLIP FOR
SECURING FIXTURE TO T—BAR GRID (4/FIXT.)
#12 AWG HANGER WIRE CONNECTED TO
BUILDING STRUCTURAL MEMBER
1.l MINIMUM 4 TURNS WITHIN FIRST 11/2" (VERTICAL)
5
MINIMUM 4 TURNS WITHIN 1-1/2" OF
NOTE. ALL DATA AND
TEL. CABLING IS
BY
OTHERS
FIXTURE (TYPICAL)
COMMUNICATION RECEPTACLE DETAIL (TYPCIAL)
1
T\.7'11 A A 1
INDICATOR
LIGHT
UNSWITCHED (EM/NL) FIXTURES
HUM
TYPICAL
LIGHTING PANEL
WALL TYPE TOGGLE SWITCH
OR WHERE INDICATED
LIGHTING CONTROL RELAY CONTACT
TEST SWITCH
AC BALLAST
[; (T19WCAil►[WA .1.111AT•'1
SWITCHED FIXTURES
1. WIRING DIAGRAMS ARE APPLICABLE TO 'T-5', 'T-8 ' AND COMPACT FLUORESCENT TYPE
EMERGENCY BALLAST AS MODIFIED BY FOLLOWING NOTES.
2. FOR FIXTURES WITH COMPACT FLUORESCENT TYPE LAMPS, CHARGEING INDICATOR LIGHT
IS WIRED ADJACENT TO FIXTURE, WITH TEST BUTTON ON COMMON FACEPLATE.
3. ALL WIRING INDICATED EXTERNAL TO FIXTURE IS BRANCH CIRCUIT WIRING TO BE RUN IN
CONDUIT. TEST SWITCH AND CHARGEING INDICATOR LIGHT SHALL BE WIRED IN
ACCORDANCE WITH MANUFACTURERS WIRING DIAGRAMS.
4. EMERGENCY BALLAST SHALL BE BODINE CAT.#B30 FOR T-8 AND T-12 LAMPS, BODINE
CAT.# B426 FOR 2 PIN COMPACT LAMPS, BODINE CAT.# B413 FOR 2 PIN TWIN TUBE
AND QUAD LAMPS, AND BODINE CAT.# 94C FOR 4 PIN LAMPS W/O STARTER.
FF1
I F, 11561 001
TO
REMAINING
FIXTURES
AND
UNSWITCHED
LOADS
CHARGING
INDICATOR
LIGHT
NAIN IL
IBM
SYSTEM EQUIPMENT GROUNDING CONDUCTOR
SIZED AS PER NEC TABLE 250.122
2 PANELBOARD EQUIPMENT GROUND BUS
SERVICE ENTRANCE EQUIPMENT SWITCHBOARD/
PANELBOARD ENCLOSURE.
GROUNDING BUSHING
5 BONDING JUMPER INSTALLED AS PER NEC ARTICLE 250
METAL CONDUIT, TYPICAL
TENANT SPACE
CONTRACTOR SHALL COME BACK INTO SPACE
AT NEAREST WALL OR COLUMN IN RELATION TO
.O LOCATION.REMAINING
POWER/DATA CONDUIT RUN SHALLBE
INSTALLED IN ACCESSIBLE -HUNG CEILING.
PROVIDE
BOXES AS
REQUIRED.
N.T.S.
FLUSH POKE-THRU OR
SERVICE FITTING
N
3/4" METAL CONDUIT FOR POWER AND 1-1/2"
MINIMUM FOR COMMUNICATIONS/DATA (U.O.N.
TYPICAL).
CONDUIT LABEL MARKED COMPANY NAME EVERY
5'-0" FT
CONDUIT STRAPS INSTALL EVERY 10'-0" FT
10 2014Gensler
COMPASS
G R 0 U PO
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
M4.,
k
EDWARDS & ZUCK,P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
371)ate
Description
06106/2015 ISSUE FOR CONSTRUCTION
Seal t Signature
EW
40
�1
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
NONE
Description
ELECTRICAL DETAILS
Em401
10 2014Gensler
CKT 1 - HOT,
CKT 2 - HOT,
CKT 3 - HOT, SHARED #10 AWG NEUTRAL,
EQUIPMENT GROUND,
CKT 4 - HOT, NEUTRAL, ISOLATED GROUND. RUN
IN FLEXIBLE METAL CONDUIT.
JUNCTION
BOX
SPLICE WITH
CONNECTOR
SYSTEM DESCRIPTION:
MULTI -BRANCH CIRCUIT SYSTEM RATED AT 20 -AMPS PER CIRCUIT.
WIRING DIAGRAM (3+1)
NOTES:
1. PROVIDE ALL WIRING AS PER APPROVED MANUFACTURERS SHOP DRAWINGS.
2. REFERENCE FURNITURE SYSTEM DETAILS FOR ADDITIONAL REQUIREMENTS.
4" THROUGH WALL FITTING
ELECTRIFIED FURNITURE SYSTEM INFEED IN —
FLEXIBLE METAL CONDUIT (QUANTITY PER
WORK STATION AS REQUIRED) FURNISHED
AND INSTALLED BY ELECTRICAL CONTRACTOR.
MAXIMUM LENGTH 36".
2700V INSULATORS
r
DATA/COMMUNICATIONS
CABLING INSTALLED
BY OTHERS
90' CONNECTOR, �ASEBC
TYPICAL
FINISH UTILITY.
FLOOR – - --
J.
w � w• f • w1 • w t yy. . y y w * w• . '. • w ' f/ O w w
• _ w f w fw•. • • y • w • a •w f a• • i �� L • •y • • w w • • R wf ,�• f e A f
DR 4" CONDUIT FIRE RATED POKE THRU
SERVICE FITTING. REFER
TO SYMBOL LIST FOR
SPECIFICATION.
■► � • � �Ir 1 ■r � r► r , 1
1. CONTRACTOR TO PROVIDE FITTING ON EACH END OF CONDUIT(S). FOR 4" CONDUITS
UTILIZE WIREMOLD FLAMSTOPPER CAT No.FS4–FY. FOR 2" CONDUITS UTILIZE WIREMOLD
FLAMSTOPPER CAT No.FS2–FY. AT CONTRACTORS OPTION, UTILIZE PRE–CUT 2", 4"
CONDUITS, WIREMOLD CAT No.FSPCC2725 OR FSPCC4725 RESPECTIVELY. PRE–CUT
CONDUITS ARE 7-5/16" IN LENGTH. PROVIDE ADEQUATE SPACING BETWEEN CONDUIT
BANKS TO ALLOW FOR INSTALLATION OF FITTING.
2. DETAIL/SPECIFICATIONS APPLICABLE FOR ALL LOW VOLTAGE CABLING PASSING
THROUGH ALL FIRE RATED WALLS. CONTRACTOR SHALL REFERENCE ARCHITECTURAL
DRAWINGS FOR RATED WALL LOCATIONS.
3. IF UTILIZED IN CONJUNCTION WITH CABLE TRAY, PROVIDE GROUND HARDWARE AND
CONNECTIONS AS REQUIRED.
ELECTRIFIED FURNITURE SYSTEM
POKE-THRU FITTING ENTRY DETAIL
1. THIS DETAIL SHALL BE UTILIZED WHERE WALL MOUNTED JUNCTION
BOXES ARE NOT POSSIBLE DUE TO EXISTING WALL/COLUMN
CONDITIONS. CONTRACTOR SHALL VERIFY IN FIELD.
NOTES:
GROUNDING ELECTRODE CONDUCTOR
CONDUCTOR TERMINAL
1/ GROUND CLAMP ASSEMBLY
�1 THREADED GROUND HUB OR GROUNDING BUSHING
CONDUIT
V WATER SERVICE PIPE
111FAL 10.'' '•i Mbw
11A" EMPTY CONDUIT
WITHIN WALL CAVITY TO
HUNG CEILING.
II
POWER BRANCH CIRCUITRY
WITHIN WALL CAVITY TO 1
HUNG CEILING. ,
r • r • . • , # • a #
r # f
TYPICAL ELECTRIFIED FURNITURE
SYSTEM PARTITION.
unnrur�rrnurrrruuo�rnununr•S ♦, � +.
IILILUHilllllillllll/;;,
II I I
FINISHEDFLOOR
DATA/COMMUNICATIONS CABLING t --BASEBOARD UTILITY.
INSTALLED BY OTHERS. EMPTY
CONDUIT BY ELECTRICAL
CONTRACTOR.
,WALL ENTRY DETAIL
NOTES:
1. PROVIDE ALL WIRING AS PER APPROVED MANUFACTURERS SHOP DRAWINGS.
2. WALL PLATE SHALL BE BRUSHED #302 STAINLESS STEEL.
3. REFERENCE POWER PLANS AND TELECOMMUNICATIONS DRAWINGS FOR ADDITIONAL INFORMATION.
4. EXACT LOCATIONS OF ALL JUNCTION BOXES AS PER ARCHITECTURAL DRAWINGS.
0 2014 Gensler
COMPASS
G R 0 U Ps
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377,2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
:
fAwmds, Zuak
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
7
Date
Description
06/06/2015 ISSUE FOR CONSTRUCTION
Seal / Signature
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
NONE
Description
ELECTRICAL DETAILS
Em402
0 2014 Gensler
ELECTRICAL SPECIFICATIONS
PART 1 —
GENERAL:
2.6 WIRE AND CABLE:
1.1 SCOPE OF WORK:
C.
THE CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED
B.
CIRCUIT BREAKERS SHALL BE QUICK—MAKE, QUICK—BREAK WITH NON—WELDING
A.
METAL CLAD CABLE (TYPE MC) FOR CONCEALED BRANCH CIRCUITRY MAYBE USED
BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH
CONTACTS COMPENSATED FOR AMBIENT TEMPERATURES AND SHALL HAVE A
WHEN AN ALTERNATE PRICE IS SUBMITTED FOR ITS USE AND WHEN WRITTEN
FURNISH
ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVIC—
DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. THE
MINIMUM SHORT CIRCUIT RATING OF 10,000 AMPERES SYMMETRICAL FOR
APPROVAL IS GIVEN TO THE CONTRACTOR FROM THE BUILDING OWNER AND
ES
NECESSARY FOR THE COMPLETE INSTALLATION OF ELECTRICAL ITEMS A 1 I—
S E AS
CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL.
120 280V PANELS AND 14 000 AMPERES SYMMETRICAL FOR 277 480V PANELS
f f
ENGINEER. 1T SHALL ONLY BE INSTALLED WHERE PERMITTED BY CODE.
GATED ON THE DRAWINGS, INCLUDED BUT NOT LIMITED TO THE FOLLOWING:
THIS WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN
OR HIGHER WHERE NOTED.
ARMORED CABLE SHALL BE AS MANUFACTURED BY AFC OR APPROVED EQUAL.
MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT, OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED
B.
ALL CONDUCTORS SHALL BE COPPER, TYPE THHN/THWN INSULATED. ALL
A.
DEMOLITION AND REMOVAL OF ELECTRICAL EQUIPMENT AS REQUIRED INCLUDING
WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
C.
CIRCUIT BREAKERS SHALL BE OF THE "THERMAL—MAGNETIC" TYPE HAVING A
CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION UNLESS OTHERWISE
ALL CONDUCTORS AND CONDUIT BACK TO ITS SOURCE.
BIMETALLIC ELEMENT FOR TIME DELAY OVERLOAD PROTECTION AND A MAGNETIC
NOTED.
D.
UPON REVIEW OF ELECTRICAL DRAWINGS AND PRIOR TO SUBMITTING HIS
ELEMENT FOR SHORT CIRCUIT PROTECTION.
B.
INSTALLATION OF LIGHT FIXTURES AND LAMPS INCLUDING EXIT AND EMERGEN—
PROPOSAL, THE ELECTRICAL CONTRACTOR SHALL INFORM THE ARCHITECT
C.
THE MINIMUM WERE SIZE FOR BRANCH CIRCUITS SHALL BE NO. 12 AWG EXCEPT
CY LIGHTING.
AND/OR ENGINEER OF ANY DISCREPANCIES OR REQUEST CERTIFICATION, IF
D.
THE CIRCUIT BREAKER SHALL BE CONTAINED IN AN INDIVIDUAL CASE ENCLOS—
120 VOLT CIRCUITS OVER 100' IN LENGTH SHALL BE NO. 10 AWG.
NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO
ING ONLY THE NUMBER OF POLES REQUIRED FOR THE PARTICULAR BREAKER.
C.
INSTALLATION OF WALL SWITCHES, RECEPTACLES, TELEPHONE OUTLETS, ETC.
PROVIDE A COMPLETE ELECTRICAL INSTALLATION. WHERE ANY INFORMATION
D.
UNLESS SPECIFIED OTHERWISE, ALL WIRES #10 AWG AND SMALLER SHALL BE
OR DIREC11ON IS CONFLICTING BETWEEN THIS SPECIFICATION AND THE
E.
ANY CIRCUIT BREAKER MADE AVAILABLE DUE TO DEMOL11ION SHALL BE
SOLID, CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.
D.
INSTALLATION OF NEW RACEWAY AND CONDUCTORS FOR LIGHTING AND POWER.
DRAWINGS OR BETWEEN DIFFERENT SPECIFICATION SECTIONS, OR BETWEEN
DESIGNATED AS SPARE ON PANELBOARD DIRECTORIES.
DIFFERENT DRAWINGS AND CLARIFICATION CANNOT BE OBTAINED, THE MORE
E.
FACTORY COLOR CODING SHALL BE AS FOLLOWS:
E.
CUTTING, CHANNELLING AND CHASING REQUIRED TO ACCOMMODATE THE INSTAL—
EXPENSIVE AND STRINGENT REQUIREMENT OR DIRECTION SHALL BE ADHERED
F.
CIRCUIT BREAKERS SHALL BE AS MANUFACTURED BY ITE, WESTINGHOUSE,
LA11ON OF ELECTRICAL WORK AND ROUGH PATCHING.
TO. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT
GENERAL ELECTRIC, OR SQUARE "D".
120/208 VOLT SYSTEM: PHASE 'A' — BLACK, PHASE 'B' — RED, PHASE 'C' —
OR MATERIALS SHOULD THIS PROCEDURE NOT BE .FOLLOWED.
BLUE, NEUTRAL —WHITE ,EQUIPMENT GROUND —GREEN..
F.
ADDITION AND/OR MODIFICATION OF EXISTING ELECTRICAL DISTRIBUTION EQUIP—
2.4 FUSES:
MENT.
E.
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS
277/480 VOLT SYSTEM: PHASE 'A' — BROWN, PHASE 'B' — YELLOW, PHASE
WHOSE WORK MIGHT AFFECT THIS INSTALLATION. CONTRACTOR SHALL ARRANGE
A.
FUSES SHALL BE CURRENT LIMITING TYPE WITH A MINIMUM INTERRUPTING
'C' — ORANGE, NEUTRAL — WHITE, EQUIPMENT GROUND — GREEN.
G.
INSTALLATION OF HVAC POWER WIRING AND FINAL CONNECTIONS TO HVAC
ALL PARTS OF THIS WORK AND EQUIPMENT 1N PROPER RELA11ON TO THE WORK
CAPACITY OR 200,000 RMS AMPERES AND OF THE CONTINUOUS CURRENT
EQUIPMENT.
AND EQUIPMENT OF OTHERS AND WITH BUILDING CONSTRUCTION AND ARCHITEC—
RATINGS AS SHOWN ON THE DRAWINGS.
TURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE AND APPEARANCE.
F.
INSTALL AND CONNECT UP COMPLETE CONDUCTORS FOR ALL CIRCUITS AND
H.
INSTALLATION OF CONDUIT, JUNCTION BOXES, PULL BOXES, ETC. REQUIRED
B.
THEY SHALL HAVE AVERAGE MELTING TIME—CURRENT CHARACTERISTICS TO MEET
WIRING SYSTEMS (NOT MORE THAN A SINGLE 3 CIRCUIT HOMERUN IN A
FOR THE AFOREMENTIONED EQUIPMENT.
F.
THE DRAWINGS INDICATE SIZE AND GENERAL LOCATION OF WORK. SCALED
THE UNDERWRITERS LABORATORIES REQUIREMENTS FOR CLASS K 0-600 AMP
CONDUIT) UNLESS OTHERWISE NOTED.
DIMENSIONS SHALL NOT BE USED. THE EXACT LOCATION AND ELEVATION OF
FUSES AND "CLASS L" OVER 600 AMP FUSES. FUSES SHALL BE AS MANUFAC-
1.
MAINTENANCE OF PROPER OPERATION OF EXISTING BASE BUILDING SYSTEMS
ALL LIGHTING FIXTURES, RECEPTACLES, ETC., SHALL BE DETERMINED FROM
TURED BY BUSSMAN OR SHAWMUTT.
G.
NO CONDUCTORS SHALL BE PULLED INTO ANY CONDUIT RUN BEFORE ALL
WITHIN THE CONTRACT AREA IN ACCORDANCE WITH THE REQUIREMENTS OF THE
THE ARCHITECTURAL DRAWINGS.
CONDUIT JOINTS ARE MADE UP TIGHTLY, AND THE ENTIRE RUN IS SECURED IN
BUILDING.
2.5 RACEWAYS:
PLACE. WHEN REQUIRED TO EASE THE PULLING OF WIRES INTO CONDUIT, USE
G.
THE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, THE
POWDERED SOAPSTONE, MINERALLAC #100 OR APPROVED EQUAL BY THOMAS AND
J.
TEMPORARY LIGHT AND POWER DURING CONSTRUCTION.
ARCHITECT AND THE OWNER PRIOR TO SUBMISSION OF BID TO DETERMINE WHAT
A.
ALL WIRES SHALL BE RUN IN CONDUIT AS SPECIFIED HEREINAFTER, EACH
BETTS.
WORK MUST BE PERFORMED AFTER NORMAL BUSINESS HOURS. UNLESS OTHER—
LENGTH OF CONDUIT SHALL BEAR THE MAKER'S TRADEMARK OR STAMP. THE
K.
GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE.
WISE DIRECTED ANY NOISY WORK (CHOPPING, CORE DRILLING, HAMMERING,
PLANS INDICATE THE GENERAL LOCATION OF OUTLET BOXES AND CIRCUITING.
H.
TAG ALL FEEDERS IN ALL PULL BOXES, GUTTER SPACES, AND WIREWAYS
ETC.) AND BUILDING POWER INTERRUPTIONS SHALL BE PERFORMED OUTSIDE OF
THE CONDUIT RUNS FOR THESE CIRCUITS MAY BE MODIFIED AT THE 71ME OF
THROUGH WHICH THEY PASS.
L.
MODIFICATION OF EXISTING FIRE ALARM SYSTEM.
NORMAL BUSINESS HOURS. CONFIRM NORMAL BUSINESS HOURS WITH BUILDING
INSTALLATION TO ADAPT SAME TO BUILDING CONSTRUCTION.
MANAGEMENT.
1.
LEAVE ALL WIRES WITH SUFFICIENT SLACK AT TERMINAL ENDS FOR CONVE-
1.2 INTERPRETATION OF DOCUMENTS:
B.
FOR ALL SIZES OF CONDUIT LARGER THAN 1-1/2", USE STANDARD ELBOWS; IN
NIENT LOCATIONS TO DEVICES AND FOR CONVENIENT SERVICING.
H.
WHERE PANELBOARDS, SWITCHES, CIRCUIT BEAKERS, TRANSFORMERS, ETC. ARE
SMALLER SIZES, FIELD BENDS WILL BE PERMITTED INSTEAD OF USING
A.
AS USED IN THE DRAWINGS AND SPECIFICATIONS FOR ELECTRICAL WORK,
EXISTING TO BE REUSED THE CONTRACTOR SHALL CLEAN AND REFURBISH THE
MANUFACTURED ELBOWS BUT CARE MUST BE TAKEN NOT TO DAMAGE THE CON—
J.
MAKE SPLICES IN FEEDER TAPS IN PANEL BOX GUTTERS WITH PRESSURE TYPE
CERTAIN NON—TECHNICAL WORDS SHALL BE UNDERSTOOD TO HAVE SPECIFIC
EQUIPMENT. THIS SHALL INCLUDE TIGHTENING ALL CONNECTIONS, REPLACING
DUIT. THE RADIUS OF THE INNER CURVE OF ANY BEND SHALL NOT BE ANY
CONNECTORS — BURNDY, NEPCO, OR O.Z.E GEDNEY WITH COMPOSITION INSULAT—
MEANINGS AS FOLLOWS REGARDLESS OF INDICATIONS TO THE CONTRARY IN THE
DEFECTIVE MECHANISMS, EXERCISING MECHANISMS AND PROVIDING ANY
LESS THAN THAT PERMITTED BY CODE.
ING COVERS.
GENERAL CONDITIONS OF OTHER DOCUMENTS GOVERNING THE ELECTRICAL WORK.
MISCELLANEOUS COMPONENTS 5O THE EQUIPMENT IS IN FIRST CLASS WORKING
ORDER. ALL TRANSFORMER WINDINGS SHALL BE MEGGER TESTED.
C.
CONDUIT SHALL BE SECURELY FASTENED IN PLACE AND HANGERS, SUPPORTS OR
K.
SPLICES IN BRANCH WIRING SHALL BE TWISTED AND MADE MECHANICALLY
1. "ELECTRICAL CONTRACTOR," "THIS CONTRACTOR," — THE PARTY OR
FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND AT EACH END OF EACH
TIGHT; THEN SECURED WITH 3M, SCOTCHLOCK OR THOMAS AND BETTS PIGTAIL
PARTIES WHO HAVE BEEN DULY AWARDED THE CONTRACT FOR AND ARE
STRAIGHT RUN TERMINATED AT A BOX OR CABINET. WHERE RISER CONDUITS
CONNECTORS, CRIMP TYPE CONNECTORS SHALL NOT BE USED.
THEREBY MADE RESPONSIBLE FOR THE ELECTRICAL WORK AS DESCRIBED
PART 2 —
PRODUCTS
PIERCE FLOOR SLABS, THEY SHALL REST ON EACH FLOOR WITH APPROVED BEAM
HEREIN.
CLAMPS, PIPE STRAPS OR HEAVY IRON TIES WIRED TO THE STRUCTURAL
L.
SUPPORT CONDUCTORS IN VERTICAL RACEWAYS AT THE TOP OF ANY RACEWAY
2.1 PANELBOARDS:
MEMBERS SUPPORTING EQUIPMENT. SIZE AND TYPE OF ANCHOR SHALL BE
LONGER THAN 20 FEET. INCLUDE ADD111ONAL SUPPORTS SPACED AT INTER -
2. "THIS CONTRACT," "THE CONTRACT" — THE AGREEMENT COVERING THE
BASED ON THE COMBINED WEIGHTS OF CONDUIT, HANGER AND CABLES. ALL
VALS WHICH ARE NOT GREATER THAN 40 FEET. SUPPORT SHALL BE O.Z./GED—
WORK TO BE PERFORMED BY "THIS CONTRACTOR."
A.
PANELBOARD BOX SHALL BE MADE OF SHEET STEEL "BENT—UP" OR RIVETED OR
HANGERS AND RODS SHALL BE PAINTED WITH ONE COAT OF ENAMEL.
NEY TYPE R.
BOLTED TOGETHER WITH EXTERIOR ANGLE IRON FRAME." BOX SHALL BE OF
3. "EQUAL," "SATISFACTORY," "ACCEPTED," "ACCEPTABLE" "EQUIVALENT"
SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST 5-3/4 IN WIDTH ENTIRELY
D.
INSTALL CONDUIT EXPANSION FITTINGS IN EACH CONDUIT RUN WHEREVER IT
M.
WIRE AND CABLE SHALL BE MANUFACTURED BY ROME, PHELPS DODGE, GENERAL
— ACCEPTABLE FOR USE ON THE PROJECT, AS DETERMINED BY THE
SURROUNDING EACH SECTION OF BOARD. INCREASE SIZE TO ACCOMMODATE
CROSSES AN EXPANSION JOINT AND WHEREVER THE CONDUIT LENGTH EXCEEDS
CABLE, SIMPLEX, GENERAL ELECTRIC CO. OR ANACONDA.
ENGINEER BASED ON DOCUMENTS PRESENTED FOR SUCH DETERMINATION.
FEEDER SIZE. PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS NOTED ON
200 FEET. EXPANSION FITTINGS AS MANUFACTURED BY OZ/GEDNEY.
THE DRAWINGS. PANEL BOXES SHALL BE GIVEN TWO COATS OF GREY ENAMEL
2.7 DEVICES;
4. "THESE SPECIFICATIONS," "THIS SECTION, PART, DIVISION" (OF THE
PAINT,
E.
RUNNING THREADS SHALL NOT BE USED. WHERE CONDUIT WITH TAPERED
SPECIFICATION) — THE DOCUMENT SPECIFYING THE WORK TO BE PER—
THREADS CANNOT BE COUPLED WITH STANDARD CONDUIT COUPLINGS, O.Z./GED—
A.
WIRING DEVICES SHALL BE SPECIFICATION GRADE UNLESS OTHERWISE NOTED.
FORMED BY "THIS CONTRACTOR."
B.
PROVIDE CODE GAUGE STEEL DOORS AND TRIMS (DOOR WITHIN A DOOR) FOR
NEY SPLIT COUPLINGS, OR ERICKSON COUPLINGS SHALL BE USED.
ALL DEVICES SHALL BE FLUSH MOUNTED UNLESS OTHERWISE NOTED. REFER TO
ALL PANELBOARD BOXES.
SYMBOL LIST.
5. "THE ELECTRICAL WORK," "THIS WORK" — ALL LABOR MATERIALS,
F.
LAY OUT AND INSTALL ALL CONDUIT RUNS TO AVOID PROXIMITY TO STEAM AND
EQUIPMENT APPARATUS, CONTROLS, ACCESSORIES, AND OTHER ITEMS
C.
TRIMS SHALL BE ATTACHED DIRECTLY TO BOX BY A FULL LENGTH PIANO
HOT WATER PIPES. DO NOT RUN CONDUIT WITHIN THREE INCHES OF SUCH
B.
SINGLE POLE SWITCHES SHALL BE 120/277 VOLTS, RATED AT 20 AMPERES,
REQUIRED FOR A PROPER AND COMPLETE INSTALLATION BY THE ELEC—
HINGE. PROVIDE LOCKS AND KEYS.
PIPES EXCEPT WHERE CROSSINGS ARE UNAVOIDABLE, THEN THE CONDUIT SHALL
QUIET OPERATION TYPE. FINISH OF TOGGLE AND DEVICE PLATE AS DIRECT—
TRICAL CONTRACTOR,
BE KEPT AT LEAST 1 INCH FROM THE COVERING OF THE PIPE CROSSING.
ED BY ARCHITECT.
D.
PANEL BUS BARS SHALL BE COPPER PROPORTIONED FOR A CURRENT DENSITY OF
6. "ARCHITECT," "ENGINEER," "OWNER'S REPRESENTATIVE" — THE PARTY
1000 AMPERES PER SQUARE INCH OF CROSS—SECTIONAL AREA. PROVIDE A
G.
FEEDERS AND BRANCH CIRCUITRY ABOVE HUNG CEILING AND IN PARTITIONS
C.
THREE WAY SWITCHES SHALL BE 120/277 VOLT, 20 AMPERES.
OR PARTIES RESPONSIBLE FOR INTERPRETING, ACCEPTING AND OTHER—
COPPER GROUND BAR IN EACH PANEL. PROVIDE AN ISOLATED GROUND BAR IN
SHALL BE RUN IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE
WISE RULING ON THE PERFORMANCE UNDER THIS CONTRACT.
PANELS AS INDICATED ON PANEL SCHEDULES.
NOTED. FINAL CONNECTIONS TO MOTORS, LIGHT FIXTURES, ETC. MAY BE
D.
DIMMER SWITCHES SHALL BE LUTRON NOVA T STAR SERIES OR APPROVED
DONE WITH FLEXIBLE METALLIC CONDUIT (NO LONGER THAN SIX FEET).
EQUAL. UTILIZE NT SERIES FOR STANDARD INCANDESCENT AND NTLV SERIES
7. "FURNISH" — PURCHASE AND DELIVER TO THE PROJECT SITE COMPLETE
E.
PANELS SHALL BE PROVIDED WITH NEUTRAL BARS SIZED AT 200% OF THE
FOR LOW VOLTAGE LIGHTING WHICH UTILIZE TRANSFORMERS. DIMMERS SHALL
WITH EVERY NECESSARY APPURTENANCE AND SUPPORT, ALL AS PART OF
PHASE BUS BARS AS CALLED FOR ON PANEL SCHEDULES.
H.
ALL CONDUIT IN MECHANICAL ROOMS, ELECTRICAL CLOSETS AND WHERE
BE RATED AT 120 VOLT, WATTAGE SIZE AS REQUIRED. FINISH AS DIRECTED
THE ELECTRICAL WORK.
CONCEALED IN CONCRETE SHALL BE RIGID THREADED REGARDLESS OF SIZE.
BY ARCHITECT. WHERE DIMMER SWITCHES ARE LOCATED NEXT TO SINGLE POLE
F.
A TYPEWRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE LOADS SUPPLIED BY
LOCK AND TOGGLE TYPE SWITCHES, THE SINGLE POLE SWITCH SHALL MATCH
8. "INSTALL" — UNLOAD AT THE DELIVERY POINT AT THE SITE AND
EACH CIRCUIT SHALL BE INSTALLED ON THE INSIDE OF EACH PANELBOARD
I.
ELECTRIC METALLIC TUBING SHALL BE INDUSTRY STANDARD THIN WALL
THE DIMMING SWITCH STYLE.
PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE MOUNTING
DOOR. THIS LIST SHALL BE MOUNTED IN A STEEL FRAME UNDER A PLASTIC
CONDUIT, EMT SHALL BE HOT DIPPED GALVANIZED STEEL ONLY. IT SHALL
AND CORRECT OPERATION AT THE PROPER LOCATION IN THE PROJECT,
WINDOW. EACH PANEL SHALL BE EXTERNALLY TAGGED WITH PERMANENT
NOT BE LESS THAN 3/4" TRADE SIZE. IT SHALL BE USED FOR TRADE SIZE
E.
SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT FLAT
ALL AS PART OF THE ELECTRICAL WORK.
LAMACOID PLATT_ INDICATING PANEL IDENTIFICATION AND VOLTAGE.
UP TO 4" UNLESS OTHERWISE NOTED.
AGAINST THE WALL.
9. "PROVIDE" — "FURNISH" AND "INSTALL."
G.
PHASE LEGS OF ALL PANELS SHALL BE BALANCED AT SUPPLY POINT. ANY
J.
FLEXIBLE METALLIC CONDUIT SHALL BE OF THE GROUNDING TYPE. IT SHALL
F.
ALL SWITCH AND RECEPTACLE MOUNTING HEIGHTS AND LOCATIONS SHALL BE
PANEL FOUND WITH UNBALANCED LOADS SHALL HAVE ITS CIRCUITS REARRANGED
CONSIST OF GALVANIZED STEEL TAPS FORMED INTO AN INDUSTRY STANDARD
TAKEN FROM ARCHITECT'S DRAWING UNLESS OTHERWISE NOTED.
10. "NEW" — MANUFACTURED WITHIN THE PAST TWO YEARS AND NEVER
AS REQUIRED TO BALANCE PHASE LEGS WITHIN 107a.
INTERLOCKING COIL. IT SHALL NOT BE LESS THAN 3/4" TRADE SIZE.
BEFORE USED.
G.
MULTIPLE DEVICES AT A COMMON LOCATION SHALL BE INSTALLED IN A COMMON
H.
PANELS SHALL BE AS MANUFACTURED BY WESTINGHOUSE, GENERAL
K.
RIGID METAL CONDUIT SHALL BE INDUSTRY STANDARD STEEL CONDUIT. IT
MULTIGANG BOX WITH A COMMON FACEPLATE. DEBATE DIMMER SWITCHES PER
1.3 GENERAL REQUIREMENTS:
ELECTRIC OR SQUARE "D" OR APPROVED EQUAL.
SHALL NOT BE LESS THAN 3/4" TRADE SIZE. STEEL CONDUIT SHALL BE HOT
MANUFACTURER'S REQUIREMENTS WHEN GANGED.
DIPPED GALVANIZED. IT SHALL BE USED FOR TRADE SIZE GREATER THAN 4"
A.
DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF
UNLESS OTHERWISE NOTED.
SYSTEMS AND WORK. CONTRACTOR SHALL FURNISH ALL NECESSARY OUTLETS,
2.2 DISCONNECT SWITCHES:
SUPPORTS, FITTINGS AND ACCESSORIES TO FULFILL APPLICABLE CODES,
L.
THREADED FITTINGS SHALL BE USED WITH RIGID CONDUIT. SET SCREW OR
2.8 PULLBOXES, JUNCTION BOXES AND OUTLET BOXES:
REGULATIONS, BUILDING STANDARDS AND THE BEST PRACTICES OF THE TRADE
A.
UNLESS OTHERWISE NOTED, DISCONNECT SWITCHES SHALL BE "QUICK—MAKE,
COMPRESSION FITTINGS SHALL BE USED WITH EMT.
FOR INSTALLATION OF ELECTRICAL WORK.
QUICK—BREAK," HEAVY DUTY TYPE IN NEMA 1 ENCLOSURES FUSED OR UNFUSED
A.
PULLBOXES, JUNCTION BOXES AND OUTLET BOXES SHALL BE MANUFACTURED
AS INDICATED ON THE DRAWINGS. PROVIDE ALL FUSES AS REQUIRED.
M.
EMPTY CONDUIT FOR NEW TELEPHONE AND DATA OUTLETS IN PARTITIONS SHALL
FROM GALVANIZED INDUSTRY STANDARD GAUGE SHEET STEEL.
B.
THE ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE
PROVIDE WEATHERPROOF DISCONNECT SWITCHES WHERE INSTALLED OUTDOORS OR
BE 1" THIN WALL RUN CONCEALED IN WALLS, TERMINATED AND BUSHED 6" IN
NATIONAL ELECTRICAL CODE, LOCAL CODES/REQUIRMENTS,
AS INDICATED ON DRAWINGS.
ACCESSIBLE HUNG CEILING AND DIRECTED TOWARDS PARTICULAR TELE—
B.
PROVIDE PULL BOXES AND JUNCTION BOXES IN LONG STRAIGHT RUNS OF
STANDARD OF THE NATIONAL BOARD OF UNDERWRITERS,
PHONE/DATA ROOM OR CLOSET. FURNISH DRAG LINE.
RACEWAY TO ASSURE THAT CABLES ARE NOT DAMAGED WHEN THEY ARE PULLED,
OSHA AND ALL AUTHORITIES HAVING JURISDICTION. WORK SHALL ALSO
B.
DISCONNECT SWITCHES SHALL BE AS MANUFACTURED BY ITE, WESTINGHOUSE,
TO FULFILL REQUIREMENTS AS TO THE NUMBER OF BENDS PERMITTED IN
COMPLY WITH APPLICABLE BUILDING RULES AND REGULATIONS. THE BUILDING
GENERAL ELECTRIC, OR SQUARE 'D'.
N.
RACEWAY SHALL BE MANUFACTURED BY NATIONAL WIRE PRODUCTS, TRIANGLE OR
RACEWAY BETWEEN CABLE ACCESS POINTS, THE ACCESSIBILITY OF CABLE
RULES AND REGULATIONS WHERE MORE STRINGENT THAN THIS SPECIFICATION,
REPUBLIC.
JOINTS AND SPLICES, AND THE APPLICATION OF CABLE SUPPORTS.
SHALL TAKE PRECEDENCE OVER THE SPECIFICATION UNLESS OTHERWISE NOTED.
2.3 CIRCUIT BREAKERS:
THIS CONTRACTOR IS RESPONSIBLE TO
C.
PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE MINIMUM
OBTAIN A COPY OF THE REGULATIONS PRIOR TO SUBMISSION OF BID. THE
A.
CIRCUIT BREAKERS SHALL BE BOLTED TO THE PANELBOARD BUS BARS. WHERE
BENDING RADIUS CRITERIA SPECIFIED FOR THE WIRES AND CABLE ARE
CONTRACTOR SHALL SECURE ALL CERTIFICATES OF REQUIRED ORDINANCES, AND
CIRCUIT BREAKERS ARE INSTALLED IN EXISTING PANELBOARDS. BREAKERS
MAINTAINED.
DELIVER THEM TO THE OWNER'S REPRESENTATIVE.
SHALL BE OF THE SAME MANUFACTURER AND BE COMPATIBLE WITH EXISTING
PANELBOARD.
D.
SWITCH, RECEPTACLE AND WALL OUTLET BOXES SHALL BE A NOMINAL 4 INCH
SQUARE, 1-1/2 INCH OR 2-1/8 INCH DEEP AS REQUIRED BY CODE WITH A
RAISED COVER, UNLESS OTHERWISE INDICATED ON THE DRAWING. PROVIDE
3/8 INCH FIXTURE STUD AS REQUIRED. GANGED OUTLET BOXES SHALL BE
SUFFICIENT LENGTH TO SUIT CONDITIONS.
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
Date ) Description
06/06/2015 ISSUE FOR CONSTRUCTION
I Seat / Signature
Project Name I {
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT s I
Project Number'
�005801001
Scale
1/8"=1'-0"
Description ` 1
ELECTRICAL SPECIFICATIONS 1
FANd 101
1
0 L
,IF
4- PAF
C 2014 Gensler
E. LIGHTING FIXTURE BOXES SHALL BE 4 INCH OCTAGON WITH 3/8 INCH FIXTURE
STUD. FOR SUSPENDED CEILING WORK, PROVIDE A 4 INCH OCTAGON BOX WITH
REMOVABLE BACKPLATE WHERE REQUIRED.
F. INCLUDE ALL REQUIRED JUNCTION/PULL BOXES AND OUTLET BOXES REGARDLESS
OF INDICATIONS ON THE DRAWINGS (WHICH DUE TO SYMBOLIC METHODS OF
NOTATION, MAY NOT SHOW ALL THAT ARE ACTUALLY REQUIRED).
G. WHERE BOXES HAVE ANY SINGLE HORIZONTAL DIMENSION LARGER THAN 36",
THEY SHALL BE FITTED WITH CABLE SUPPORT RACKS CONSISTING OF 3/4"
DIAMETER STEEL PIPES WITH FLANGED ENDS BOLTED TO THE SIDES OR FRAME
OF THE PULL BOXES. EACH PIPE SUPPORT SHALL BE FITTED WITH A CONTIN—
UOUS FIBER INSULATING SLEEVE. THE PIPE SUPPORTS SHALL BE ARRANGED
IN TIERS CORRESPONDING TO THE CABLES ENTERING AND LEAVING THE BOX.
SUFFICIENT PIPE SUPPORT RACKS WILL BE INCLUDED WITH THE PULL BOX SO
THAT NO CABLE SHALL REMAIN UNSUPPORTED FOR A HORIZONTAL DISTANCE
GREATER THAN 36". IN NO CASE SHALL CABLE SUPPORT PIPE RACKS BE
MOUNTED SO THAT THEY INTERFERE WITH THE REMOVAL OF SCREW COVERS.
H. WHERE THE WIRES AND CABLES FOLLOWING THE SAME ROUTING ARE INDICATED
AS RUNNING IN SEPARATE PULL BOXES, IT SHALL BE UNDERSTOOD THAT A
SEGREGATION OF THE WIRES AND CABLES iS REQUIRED.
1. BARRIERS SHALL BE PROVIDED FOR SYSTEMS AS FOLLOWS:
1. BETWEEN WIRING WITH DIFFERENT VOLTAGE INSULATION RATINGS.
2. BETWEEN NORMAL AND EMERGENCY WIRING.
3. BETWEEN 277 VOLT WIRING CONNECTED TO DIFFERENT PHASES WITHIN THE
SAME LIGHT SWITCH OUTLET BOX,
J. BARRIERS IN JUNCTION AND PULL BOXES SHALL BE OF NON—CURRENT CARRYING
MATERIAL OF ADEQUATE THICKNESS FOR MECHANICAL STRENGTH BUT IN NO
CASE LESS THAN 1/4-. EACH BARRIER SHALL HAVE AN ANGLE IRON FRAMING
SUPPORT ALL AROUND.
K. ALL EQUIPMENT, DEVICE BOXES, JUNCTION BOXES, PULLBOXES AND OUTLET
BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO THE COVER. IF
NECESSARY AND APPROVED BY ARCHITECT, PROVIDE ACCESS DOOR OR COVERPL—
ATES IN AREAS WHERE UNOBSTRUCTED ACCESS IS NOT POSSIBLE.
L. BOXES SHALL BE MANUFACTURED BY APPLETON ELECTRIC, CROUSE HINDS OR
O.Z./GEDNEY CO.
2.9 SLEEVES AND INSERTS
A. FURNISH AND INSTALL SLEEVES AND INSERTS AS INDICATED ON DRAWINGS.
ALL CONDUITS AND BOXES PENETRATING WATERPROOF CONSTRUCTION SHALL BE
FLASHED AND MADE WATERTIGHT.
B. SLEEVES FOR INTERIOR PARTITIONS AND FLOORS SHALL BE 16—GAUGE AND
GALVANIZED.
C. SLEEVES THROUGH FLOORS SHALL EXTEND TWO (2) INCHES ABOVE FINISHED
FLOOR EXCEPT AS NOTED. ALL FUTURE SLEEVES SHALL BE CAPPED.
D. ALL SLEEVES SHALL BE SECURELY ANCHORED IN PLACE AND PROPERLY CAPPED
TO PREVENT SEEPAGE OF CONCRETE INTO SLEEVE.
E. SLEEVES SHALL BE SEALED WITH AN APPROVED FIREPROOF MATERIAL AFTER
INSTALLATION OF FEEDERS.
2.10 SUPPORTS AND FASTENINGS
A. ALL SUPPORTS AND FASTENINGS NECESSARY FOR THE SUPPORT OF ELECTRICAL
EQUIPMENT SHALL BE IN ACCORDANCE WITH THE BEST INDUSTRY PRACTICE AND
AS SPECIFIED HEREIN.
B. FURNISH AND INSTALL ALL STEEL SUPPORTING MEMBERS, HANGERS, BRACKETS
OR OTHER SPECIAL DETAILS REQUIRED AND NECESSARY FOR THE PROPER
INSTALLATION OF ELECTRIC EQUIPMENT.
C. ALL CHANNELS, JOINERS, HANGERS AND CAPS, NUTS AND BOLTS AND ASSOCI—
ATED PARTS SHALL BE PLATED ELECTROLYTICALLY WITH ZINC OR SHALL BE
DIPPED GALVANIZED.
D. SUPPORT LESS THAN 2" TRADE SIZE, VERTICALLY RUN CONDUIT AT INTERVALS
NO GREATER THAN 8 FEET. SUPPORT SUCH CONDUITS 2" TRADE SIZE OR
LARGER, AT INTERVALS NO GREATER THAN THE STORY HEIGHT, OR 15 FT.
WHICHEVER IS SMALLER.
E. WHERE THEY ARE NOT EMBEDDED IN CONCRETE, SUPPORT LESS THAN 1" TRADE
SIZE, HORIZONTALLY RUN CONDUITS AT INTERVALS NO GREATER THAN 7 FT.
SUPPORT SUCH CONDUITS, 1" TRADE SIZE OR LARGER, AT INTERVALS NO
GREATER THAN 10 FT.
F. INCLUDE SUPPORTING FRAMES OR RACKS EXTENDING FROM SLAB TO SLAB FOR
WORK INDICATED AS BEING SUPPORTED FROM WALLS WHERE THE WALLS ARE
INCAPABLE OF SUPPORTING THE WEIGHT.
G. INCLUDE SUPPORTING FRAMES OR RACKS FOR EQUIPMENT, INTENDED FOR
VERTICAL SURFACE MOUNTING, WHICH IS REQUIRED IN A FREE STANDING
POSITION.
H. EXCEPT FOR BRANCH CIRCUITRY INSTALL ALL CONDUIT IN HUNG CEILING
SPACE ON ACCEPTABLE HANGERS AND INSERTS. CONDUIT OR ARMORED CABLE
FOR BRANCH CIRCUITRY SHALL BE SUPPORTED BY CLAMPS OR PIPE STRAPS
SECURED TO THE CEILING SUPPORT SYSTEM (BLACK IRON) OR FROM STRUCTUR—
AL MEMBERS OR FROM THE DECK.
2.11 INSULATING BUSHINGS
A. ALL METAL CONDUIT AND ELECTRIC METALLIC TUBING 3/4" AND LARGER
TERMINATING IN CABINETS, PULL BOXES AND SIMILAR BOXES SHALL HAVE
INSULATED BUSHINGS. TYPE "B" OR TYPE "BLDG" (FOR GROUNDING BUSHING)
AS MANUFACTURED BY O.Z./GEDNEY CO.
2.12 GROUNDING:
2. AN ELECTROSTATIC SHIELD SHALL BE INSERTED BETWEEN THE PRIMARY
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
AND SECONDARY WINDING TO ATTENUATE HIGH FREQUENCY HARMONICS.
A.
PROVIDE A GREEN GROUND CONDUCTOR IN CIRCUIT CONDUITS AS INDICATED.
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
fc
3. THE SECONDARY NEUTRAL SHALL BE 200% RATED WITH DOUBLE LUGS.
B.
PROVIDE SUPPLEMENTARY GROUND BONDING WHERE METALLIC CONDUITS TERMI—
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
NATE AT METAL CLAD EQUIPMENT (OR AT THE METAL PULL BOX OF EQUIPMENT)
F.
TRANSFORMERS SHALL BE MANUFACTURED BY ITE, WESTINGHOUSE, GENERAL
Description
FOR WHICH A GROUND BUS IS SPECIFIED. ACCOMPLISH THIS BY EQUIPPING
Seal I Signature
ELECTRIC OR SQUARE 'D'.
E Pie
THE CONDUITS WITH A BUSHING OF THE GROUNDING TYPE CONNECTED INDIVID—
UALLY TO GROUND BUS.
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
PART 3 —
EXECUTION
C.
ALL GROUND WIRES SHALL BE SUITABLY PROTECTED FROM MECHANICAL INJURY.
1/8"=V-0"
Description
3.1 GENERAL
2.13 TEMPORARY LIGHTING AND POWER
A.
ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT IS THE
A.
FURNISH AND INSTALL WIRING FOR ADEQUATE LIGHT AND SMALL TOOLS POWER
RESPONSIBILITY OF THE MECHANICAL CONTRACTOR.
FOR THE PROJECT. THIS SHALL INCLUDE INSTALLING ALL LAMPS, BREAKERS,
AND FUSING, AS IS NECESSARY.
B.
ALL DATA/VOICE/COMMUNICATION WIRING SHALL BE INSTALLED BY OTHERS.
COORDINATE WITH THE RESPECTIVE INSTALLER.
B.
TEMPORARY MAINTENANCE FOR THE ABOVE SHALL BE BASED ON OPERATION 1/2
C.
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE RESISTANCE
HOUR BEFORE START OF FIRST TRADE THROUGH 1/2 HOUR AFTER END OF LAST
RATED WALLS, PARTITIONS, FLOORS, OR CEILINGS SHALL BE FIRE STOPPED
TRADE'S NORMAL WORK DAY.
USING APPROVED METHODS. ALL SLEEVES SHALL HAVE BUSHINGS. SEALANT
SHALL BE 3 HOUR.
C.
TEMPORARY LIGHT AND POWER SHALL BE INSTALLED AND MAINTAINED IN
ACCORDANCE WITH CODES AND AUTHORITIES HAVING JURISDICTION.
D.
PREPARE "AS—BUILT" TRACINGS SHOWING ALL CHANGES IN WIRE SIZE,
CIRCUIT NUMBERING, CIRCUIT ROUTING, EQUIPMENT LOCATIONS AND ELECTRI-
2.14 FIRE
ALARM SYSTEM:
CAL WORK AS ACTUALLY INSTALLED SUBMIT "AS—BUILTS" ALONG WITH THREE
(3) COPIES OF ALL APPROPRIATE MAINTENANCE AND OPERATIONS MANUALS TO
A.
THE ELECTRICAL CONTRACTOR SHALL FURNISH NEW FIRE ALARM EQUIPMENT AS
THE OWNER.
SHOWN AND CONNECT TO THE EXISTING FIRE ALARM SYSTEM. COORDINATE
WITH BUILDING MANAGEMENT AND FIRE ALARM SYSTEM VENDOR PRIOR TO ANY
E.
ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE
WORK. THE CONTRACTOR'S BID SHALL INCLUDE ANY FIRE ALARM VENDOR'S
YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE INSTALLATION.
COST FOR 11E—IN'S, PROGRAMMING, PARTS, ETC.
B.
WHERE CONSTRUCTION INTERFERES WITH EXISTING FIRE ALARM EQUIPMENT, OR
F.
FURNISH 480 VOLT DANGER SIGNS AT ALL 480/277 VOLT EQUIPMENT PER
IT IS LOCATED ON EXISTING WALLS TO BE DEMOLISHED, IT SHALL BE THE
CODE.
RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE BUILDING OWNER AND
G.
AT COMPLETION OF ELECTRICAL WORK ALL "IN SLAB" TRENCH DUCT COVERS
RELOCATE AT OWNER'S DIRECTION.
SHALL BE REPLACED.
C.
IT IS THIS CONTRACTOR'S RESPONSIBILITY TO MAINTAIN FIRE ALARM
H.
COORDINATE WITH BUILDING MANAGER FOR ANY SERVICE INTERRUPTION OF
SPEAKERS, STROBES, SMOKE DETECTORS, FIRE WARDEN STATIONS AND OTHER
EXISTING LIGHTING OR POWER PANELS AND GIVE NOTICE TWO (2) DAYS PRIOR
FIRE SAFETY DEVICES IN OPERATION AT ALL TIMES.
TO ANY WORK. ELECTRICAL CONTRACTOR TO DO WORK ON PREMIUM TIME 'SO AS
NOT TO DISTURB EXISTING TENANTS ON OTHER FLOORS.
D.
AT THE COMPLETION OF THE LIFE SAFETY SYSTEM INSTALLA11ON THE CONTRACTOR
SHALL TEST ALL FIRE ALARM DEVICES AND EMERGENCY LIGHTING DEVICES AND
1.
ALL PANELBOARD COVERS SHALL BE REPLACED AT THE COMPLETION OF EACH
SUBMIT A REPORT TO THE ENGINEER VERIFYING THAT THE SYSTEMS ARE FULLY
DAYS WORK.
OPERATIONAL.
J.
MAINTAIN GROUND CONTINUITY THROUGHOUT ALL SYSTEMS.
E.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS THAT INCLUDE MANUFACTURER'S CUT
SHEETS THAT INCLUDE EQUIPMENT MODEL NUMBERS, BATTERY CALCULATIONS,
K.
THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ANY EXISTING ELECTRICAL
CONDUCTOR TYPE AND SIZES, AND VOLTAGE DROP CALCULATIONS.
WORK WHICH INTERFERES WITH THE NEW INSTALLATION. ALL EXPOSED
ABANDONED CONDUIT AND WIRING SHALL BE REMOVED. THE CONTRACTOR SHALL
2.15 LIGHT FIXTURES
CUT BACK ALL ABANDONED CONDUIT AND WIRING TO FLOOR, WALL, OR HUNG
CEILING. THIS WORK MAY NOT BE REPRESENTED ON THE DRAWINGS, BUT
A.
ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE COORDINATED
SHOULD BE TAKEN INTO ACCOUNT BY THE CONTRACTOR IN HIS PROPOSAL.
WITH THE NEW OR EXISTING CEILING SYSTEM TYPE.
L.
INSULATION RESISTANCE TESTS SHALL BE PERFORMED ON ALL EXISTING
B.
FLUORESCENT BALLASTS SHALL BE UL'S CLASS "P" AND SHALL CONFORM TO
CONDUCTORS AND EQUIPMENT DESIGNATED TO REMAIN. MEASURED INSULATION
ANSI AND UL SPECIFICATION WITH LABELS OF APPROVAL BY UL AND CER11F1--
RESISTANCE SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF
CATION BY C.B.M. BALLASTS SHALL COMPLY WITH THE NEW YORK STATE
THE CODE
ENERGY CODE AND SHALL QUALIFY FOR ALL APPLICABLE CON EDISON REBATES.
[SPECIFIER: CHANGE TO OTHER MUNICIPALITY AS REQUIRED.] BALLASTS
M.
ELECTRICAL CONTRACTOR SHALL MAINTAIN CONTINUITY OF CIRCUITRY FOR
FOR FLUORESCENT LAMPS SHALL BE OF THE ENERGY SAVING SUPER LOW HEAT
EXISTING EQUIPMENT AND DEVICES THAT ARE TO REMAIN. WHERE OUTLETS
DESIGN WITH HIGH POWER FACTOR (0.9 MINIMUM) AND A HIGH BALLAST
ARE REMOVED AND ARE NOT AT THE CIRCUIT DEAD END, EXTEND CIRCUITRY AS
FACTOR (0.95 MINIMUM), AS MANUFACTURED BY MOTOROLA, UNIVERSAL, OR
REQUIRED TO MAINTAIN INTEGRITY OF ORIGINAL CIRCUIT. WHERE A WIRING
ESB.
DEVICE IS TO BE REMOVED AND THAT WALL IS TO REMAIN THE ELECTRICAL
CONTRACTOR SHALL REMOVE BRANCH CIRCUITRY FROM ITS SOURCE AND FILL—IN
C.
ELECTRONIC BALLASTS SHALL BE HIGH—FREQUENCY, FULL OUTPUT TYPE FOR
OUTLET BOX. BLANK PLATES WILL NOT BE PERMITTED.
USE ON 265 MA RAPID START T-8 LAMPS. THEY SHALL HAVE A 'A' SOUND
RATING OR BETTER. ALL ELECTRONIC BALLASTS SHALL HAVE LESS THAN 20
N.
PRIOR TO ANY CHASING, CHOPPING, OR CORE DRILLING IS PERFORMED, THE
PERCENT TOTAL HARMONIC DISTOR110N (THD). BALLASTS SHALL MEET OR
CONTRACTOR SHALL FIELD INVESTIGATE CONDITIONS AND COORDINATE WITH
EXCEED FCC REGULATIONS PART 18. ELECTRONIC BALLASTS FOR 1, 2, 3, OR
ALL APPROPRIATE TRADES TO ENSURE THAT WORK WILL BE IN HARMONY WITH
4 LAMP COMBINATIONS SHALL BE USED AS REQUIRED TO ACCOMMODATE THE
OTHER WORK AND NOT AFFECT ANY EXISTING BUILDING SYSTEMS. THIS WORK
FIXTURE DESCRIBED IN THE FIXTURE SCHEDULE.
MUST BE APPROVED BY BUILDING MANAGEMENT PRIOR TO PROCEEDING.
D.
PROVIDE LAMPS SUITABLE FOR LIGHTING FIXTURES IN WHICH THEY ARE USED
AND AS INDICATED ON THE DRAWINGS. FLUORESCENT LAMPS SHALL BE "RAPID
3.2
SHOP DRAWINGS
START' AND SHALL DELIVER NOT LESS THAN 3150 LUMENS. COLOR SHALL BE
WARM WHITE UNLESS OTHERWISE NOTED. INCANDESCENT LAMPS SHALL BE
A. SUBMIT SIX (6) SETS OF SHOP DRAWINGS FOR THE FOLLOWING:
INSIDE FROSTED AND RATED AT 130 VOLTS UNLESS OTHERWISE SPECIFIED.
LAMPS SHALL BE AS MANUFACTURED BY G.E., SYLVANIA, PHILIPS UNLESS
1. PANELBOARDS
OTHERWISE SPECIFIED ON DRAWINGS.
2. LIGHTING FIXTURES.
3. DEVICES.
E.
REFER TO LIGHTING FIXTURE SCHEDULE FOR TYPES.
4. FIRE ALARM SYSTEM EQUIPMENT.
3.3
IDENTIFICATION OF EQUIPMENT
2.16 TRANSFORMERS
A.
THREE PHASE TRANSFORMERS SHALL BE 480 VOLT DELTA PRIMARY AND 208/120
A. ALL PANELBOARDS, CONTROL PANELS, AND CABINETS SPECIFIED HEREIN SHALL BE
VOLT WYE SECONDARY UNLESS OTHERWISE NOTED. TRANSFORMERS SHALL HAVE
CLEARLY IDENTIFIED WITH THE EQUIPMENT DESIGNATION, VOLTAGE AND AMPERE
A MINIMUM OF TWO 2-1/2% FULL CAPACITY PRIMARY TAPS ABOVE AND FOUR 2—
RATING, EQUIPMENT SERVED AND ORIGIN OF THE INCOMING FEED. CONTROL PANELS
1/2% FULL CAPACITY PRIMARY TAPS BELOW NORMAL PRIMARY VOLTAGE.
SHALL BE IDENTIFIED WITH SYSTEM NAME. IDENTIFICATION SHALL BE BY WHITE ON
BLACK PLASTIC NAMEPLATE WITH 1/2- MINIMUM LETTERING ATTACHED BY SCREWS.
B.
TRANSFORMERS 15 KVA AND ABOVE SHALL BE 115 DEGREE CENTIGRADE TEMPER—
ATURE RISE ABOVE 40 DEGREES CENTIGRADE AMBIENT. ALL INSULATING
B. JUNCTION BOXES, SPLICE BOXES, ETC., SHALL BE IDENTIFIED WITH PANEL AND
MATERIALS TO BE IN ACCORDANCE WITH NEMA
CIRCUIT NUMBERS, FOR CIRCUITS CONTAINED THEREIN. FACEPLATE OF SWITCHES
C.
ALL COILS SHALL BE OF CONTINUOUS WOUND COPPER CONSTRUCTION AND
FOR EQUIPMENT SUCH AS PANTRY EXHAUST FANS, MOTORIZED SCREENS, ETC.,
IMPREGNATED WITH NON—HYDROSCOPIC, THERMO—SETTING VARNISH. ALL CORES
SHALL BE IDENTIFIED WITH THE NAME OF THE DEVICE CONTROLLED. IDENTIFICATION
TO BE CONSTRUCTED OF HIGH GRADE, NON AGING SILICON STEEL WITH HIGH
SHALL BE BY INDELIBLE MARKER IN CONCEALED LOCATIONS AND ADHESIVE ('P'
MAGNETIC PERMEABILITY AND LOW HYSTERESIS AND EDDY CURRENT LOSSES.
TOUCH TYPE) LABELS IN EXPOSED LOCATIONS. EMERGENCY DEVICES SHALL BE
IDENTIFIED IN RED AND UPS DEVICES IN BLUE.
D.
THE TRANSFORMERS SHALL BE IN A HEAVY GAUGE, SHEET METAL VENTILATED
ENCLOSURE.
C. EMPTY CONDUITS SHALL BE IDENTIFIED WITH TAGS AT BOTH ENDS INDICATING THE
E.
IN ADDITION TO THE ABOVE TRANSFORMERS SUPPLYING PERSONAL COMPUTERS,
LOCA11ON OF TERMINATION OF THE OPPOSITE END.
LASER PRINTERS AND SIMILAR TYPE OF EQUIPMENT SHALL HAVE THE FOLLOW—
ING CHARACTERISTICS TO COMPENSATE FOR NON—LINEAR LOAD CONDITIONS:
D. FIRE ALARM SYSTEM JUNCTION BOXES SHALL BE PAINTED FIRE DEPARTMENT
RED. APPROVED IDENTIFICATION CARDS SHALL BE FURNISHED ADJACENT TO ALL
1. THE TRANSFORMER SHALL HAVE A U.L. K—FACTOR RATING OF NOT LESS
CONTROL PANELS AND MANUAL STATIONS.
THAN K-13.
I 0 2014 Gensler
COMPASS
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
fc
Wwaw,ds & Zook
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Date
Description
06/06/2015 ISSUE FOR CONSTRUCTION
Seal I Signature
E Pie
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8"=V-0"
Description
ELECTRICAL SPECIFICATIONS
Ew502
I 0 2014 Gensler
1. THE CONTRACTOR SHALL INCLUDE IN THEIR PRICE ALL COSTS ASSOCIATED WITH
REMOVALS AND RELOCATIONS OF PLUMBING WORK AS DESCRIBED ON THE
DRAWINGS AND IN THE SPECIFICATIONS WITH ALLOWANCES FOR EXPECTED OR
UNFORESEEN DIFFICULTIES WHEN CONCEALED WORK HAS BEEN OPENED. NO
CLAIMS FOR ADDITIONAL WORK ASSOCIATED WITH DEMOLITION WILL BE ACCEPTED,
EXCEPT IN CERTAIN CASES CONSIDERED JUSTIFIABLE BY THE ARCHITECT.
2. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL EXISTING PLUMBING
WORK WHICH INTERFERES WITH THE NEW ARCHITECTURAL LAYOUTS. ALL SYSTEMS
WHICH ARE NO LONGER REQUIRED TO FUNCTION SHALL BE REMOVED BACK TO
ACTIVE LINES.
3. THE CONTRACTOR SHALL PERFORM DEMOLITION AND REMOVAL WORK WITH MINIMUM
INTERFERENCE TO FUNCTIONING PLUMBING SYSTEMS. ALL AFFECTED SYSTEMS
SHALL BE RECONNECTED AND RESTORED.
4. DEMOLITION ANi REMOVAL WORKPERFORMED IN A NEAT AND
RESTOREWORKMANLIKE MANNER. THE CONTRACTOR SHALL PATCH, REPAIR OR OTHERWISE
DAMAGED INTERIOR OR EXTERIOR BUILDING
ORIGINAL CONDITION.
5. THE CONTRACTOR SHALL REMOVE ALL PIPING SUPPORTS, ETC. FROM PARTITIONS
THAT ARE TO BE REMOVED. WHERE THE REMOVAL OF THESEDISRUPTS
ITEMS DIS U TS
EXISTING PIPING THAT IS TO REMAIN, THE CONTRACTOR SHALL INSTALL AND
PROVIDE BYPASS CONNECTIONS AS NECESSARY.
INXI, RD A 11LI il I OR Z*0111 I A r # IR*.] !
8. THE CONTRACTOR SHALL NOTIFY THE OWNER AT THE APPROPRIATE TIME OF THE
PROJECTED DEMOLITION AND PHASING SCHEDULE SO THAT REMOVAL OR
RELOCATION OF AFFECTED UTILITIES MAY BE CARRIED OUT IN COORDINATION WITH
THE PROJECT REQUIREMENTS.
9. ALL EXISTING MATERIAL ! EQUIPMENT IN USABLE CONDITION,TO BE
REMOVED UNDER THIS CONTRACT, SHALL REMAIN THE PROPERTY OF THE OWNER
OR SHALL BE DISPOSED • BY THE PLUMBING• •• AS DIRECTED :
OWNER.THE
10. ARRANGE TO WORK CONTINUOUSLY, INCLUDING OVER TIME, IF REQUIRED, TO
ASSURE THAT SYSTEMS WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY
REQUIRED TO MAKE THE NECESSARY CONNECTIONS TO THE EXISTING SYSTEMS.
11. THE SHUTDOWN OF EXISTING BUILDING PLUMBING SERVICES SHALL BE
COORDINATED WIpTH THE OWNER. MAKE ARRANGEMENTS AT LEAST 5 BUSINESS
DAYS PRIOR TO A SHUTDOWN.
FIXTURE CONNECTION SCHEDULE
(NOT ALL ABBREVIATIONS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
BLDG
BUILDING
FIXTURE
S W IW
V
CW
HW
CEILING
CONN
z
CONT
CONTINUE % CONTINUATION
WATER CLOSET (FLUSH VALVE)
4" f
2"
11,t"
DIA
WATER CLOSET (FLUSH TANK)
4"
2"
1Fi"
DOWN (PENETRATES FLOOR SLAB)
tt URINAL (FLUSH VALVE)
2"
1Y2"
1"
�
EXISTING
FD
FLOOR DRAIN
FT
FEET
LAVATORY
11/i"
1 Y2"
Y2"
Yi"
GATE VALVE
GAL
GALLONS
GPM
GALLONS PER MINUTE
TUB j SHOWER
1Yz"
1'Rz" 3z"
DOMESTIC HOT WATER RECIRCULATION
1�2"
SHOWER
2"
11h"i"
LAV
Y2"
SINK
2"
1h""#
MAXIMUM
�
MB
LAUNDRY BOX
2"
1h"
lz"
1h"
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
NTS
DRINKING FOUNTAIN
1V2"
1Yi"
h"
m
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
JANITOR'S SINK
3" i
2" z4"
SINK
#4"
1. ENTIRE INSTALLATION SHALL CONFORM WITH THE FOLLOWING:
2010 BUILDING CODEOF #'
2010 PLUMBING CODEOF i•
ALL LOCAL i• JURISDICTION
2. ALL REFERENCES HEREIN TO THE CONTRACTOR SHALL REFER TO THE
PLUMBING CO
3. THE ENTIRE INSTALLATION SHALL BE COORDINATED WITH THE WORK OF ALL
OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. THE
CONTRACTOR SHALL VERIFY, IN THE FIELD, THE EXACT LOCATION OF ALL
EXISTING PLUMBING SYSTEMS PRIOR TO MAKING NEW CONNECTIONS TO
EXISTING LINES. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, OFFSETS,
AND TRANSITIONS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.
4. DO NOT SCALE FROM THESE DRAWINGS.
...i .#1wilk-401:11 Iasi •.
! #' !A 52111715 1 11 11: ! /•
8. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. THE
CONTRACTOR SHALL PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, AND
OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION.
tj 14 well)1101 z a I -I =618M I MUTH M !•
10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS
FROM THE AUTHORITIES HAVING JURISDICTION PRIOR TO ANY FABRICATION OR
INSTALLATION. ALL FEES FOR PERMITS AND INSPECTIONS SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
11. ALL ABOVE GRADE PIPING SHALL BE PROPERLY SUPPORTED FROM THE
BUILDING STRUCTURE. NO PIPING SHALL REST ON CEILING TILES OR CEILING
STRUCTURE.
12. THE CONTRACTOR SHALL PROVIDE INSULATION ON ALL COLD WATER, HOT
WATER, AND HOT WATER RECIRCULATION PIPING. THE CONTRACTOR SHALL
PROVIDE INSULATION ON ALL HORIZONTAL STORM WATER PIPING.
13. THE CONTRACTOR SHALL PROVIDE REDUCING FITTING AT ALL CHANGES IN
DIAMETER OF SANITARY, WASTE, AND STORM PIPING.
14. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SERVICE CONNECTIONS TO
ALL EQUIPMENT AND FIXTURE INDICATED ON THE ARCHITECTURAL AND
PLUMBING DRAWINGS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY
SERVICE CONNECTIONS TO HVAC AND FIRE PROTECTION EQUIPMENT.
ABBREVIATIONS LIST
(NOT ALL ABBREVIATIONS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
BLDG
BUILDING
CO
CLEANOUT
CODP
CLEANOUT DECKPLATE
CLG
CEILING
CONN
CONNECT i CONNECTION
CONT
CONTINUE % CONTINUATION
CV
CHECK VALVE
CW
DOMESTIC COLD WATER
DIA
DIAMETER
DCV
DOUBLE CHECK VALVE BACKFLOW PREVENTERS
DN
DOWN (PENETRATES FLOOR SLAB)
DW
DISHWASHER
DWG
DRAWING
EX
EXISTING
FD
FLOOR DRAIN
FT
FEET
FU
FIXTURE UNIT(S)
G
GAS
GV
GATE VALVE
GAL
GALLONS
GPM
GALLONS PER MINUTE
HW
DOMESTIC HOT WATER
HWR
DOMESTIC HOT WATER RECIRCULATION
IN
INCH
JS
JANITOR'S SINK
LAV
LAVATORY
LB
LAUNDRY BOX
MAX
MAXIMUM
�
MB
MANUFACTURED BY
MIN
MINIMUM
N/A
NOT APPLICABLE
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
NTS
NOT TO SCALE
PSI
POUNDS PER SQUARE INCH - GAUGEY
RPZ
m
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
S
SANITARY/SOIL
SK
SINK
SQFT
SQUARE FEET
ST
STORM
TYP
TYPICAL
UON
UNLESS OTHERWISE NOTED
UP
UP (PENETRATES FLOOR SLAB)
UR
URINAL
V
VENT
VB
VACUUM BREAKER
VTR
VENT THROUGH ROOF
W
WASTE
WC
WATER CLOSET
SYMBOL LIST
(NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
S
SANITARY/SOIL PIPING
W
WASTE PIPING
ED
EJECTOR PUMP DISCHARGE PIPING
ST
STORM WATER PIPING
-- ---- — — -- —
VENT PIPING
United States
DOMESTIC COLD WATER PIPING
EDWARDS & ZUCK, P.C.
DOMESTIC HOT WATER PIPING
30 Oak Street
ELECTRICAL DATA
DOMESTIC HOT WATER RECIRCULATION PIPING
i MANUFACTURER
G
NATURAL GAS PIPING
GAS DATA
ARROW REPRESENTS DIRECTION OF FLOW
— --
PIPING TO BE DEMOLISHED
--3
PIPE BREAK
---------
CAPPED OUTLET
-M
CLEANOUT j PLUGGED OUTLET
--�
CLEANOUT DECK PLATE
—so
P -TRAP
005801001
PIPE DROP / DOWN
PIPE RISE / UP
y
PIPE BOTTOM CONNECTION
PLUMBING COVER SHEET
PIPE TOP CONNECTION
PROVIDE THERMAL INSULATION AND IMPACT SHIELDING KITS ON
PIPE SIDE CONNECTION
Wim`
VACUUM BREAKER
4
SHOCK ARRESTOR
DRAIN
F-1
PUMP
J L
VENT THROUGH ROOF
Z
WATERPROOF SLEEVE.
�._....__...._._
1N
�___..�._�.....__.._
CHECK VALVE
......
BALL VALVE
,c�
AP 6
O `-'
GATE VALVE
�
PLUG VALVE
SOLENOID VALVE
MCGUIRE MANUFACTURING
OUTSIDE SCREW &YOKE VALVE
(�
POINT OF DISCONNECTION FROM EXISTING PIPING
W Z
V O
µ�
POINT OF CONNECTION TO EXISTING PIPING
P
----)&L
PLUMBING RISER DESIGNATIONRISER NUMBER
GAS RISER DESIGNATION
�—
RISER NUMBER
L____
STORM RISER DESIGNATIONRISER NUMBER
0 2014 Gensler
I COMPASS
WATER HEATER SCHEDULE
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
FIXTURE SPECIFICATION
WESTCHESTER COUNTY, NY 10573
Gensler
SERVICE CONNECTIONS
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
ELECTRICAL DATA
COMPONENT
i MANUFACTURER
MODEL NUMBER
GAS DATA
ADDITIONAL COMMENTS
Seal 1 Signature
SINK
KOHLER
K-3894
°
€c
w
Project Name
FAUCET
MOEN _
7100
005801001
Scale
SOAP DISPENSER
BQBRICK
B-822
PLUMBING COVER SHEET
2" I 1 V2" "
Y2" 1h
PROVIDE THERMAL INSULATION AND IMPACT SHIELDING KITS ON
Wv
Wim`
�i l
w
SUPPLIES, TRAPS, TAILPIECES AND WASTE OUTLETS.
F-1
-
- m
Z
DRAIN j STRAINER
O�7
,c�
AP 6
O `-'
�
�
� W
. -. .--.
SUPPLY
MCGUIRE MANUFACTURING
J
�
d.'
d
W Z
V O
NOTES:
—
�—
�W-
>
,'c��.q-� .-,
W'.W✓
w 3 W
WWit=
W
w
U-
t=
W
CL'W
W O
--
IX C7
W Q
00< -
rcL
O
v
Ct
�w
-� Ct -� G1 ld- cn
t9¢ Q.� J ¢
ZOp
O
�-
: O
w
¢
¢
gw
tn2
¢w
UJ
~
Q¢
�'
w
w
O s
v' �' °"
¢
°"
a-_
�`
�'
o
X
a-
¢O
DESIGNATION
MANUFACTURER
MODEL NUMBER
-`
-'
'
APPLICABLE AREAS
HTR -1
A.O. SMITH
DEL 20
120
20
20 GPM
80
4 N/A 277 1
PANTRY ROOMS
0 2014 Gensler
I COMPASS
FIXTURE SCHEDULE
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
FIXTURE SPECIFICATION
WESTCHESTER COUNTY, NY 10573
Gensler
SERVICE CONNECTIONS
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
DESIGNATION
COMPONENT
i MANUFACTURER
MODEL NUMBER
S ( W IW V CW HW
E i
ADDITIONAL COMMENTS
Seal 1 Signature
SINK
KOHLER
K-3894
°
€c
w
Project Name
FAUCET
MOEN _
7100
005801001
Scale
SOAP DISPENSER
BQBRICK
B-822
PLUMBING COVER SHEET
2" I 1 V2" "
Y2" 1h
PROVIDE THERMAL INSULATION AND IMPACT SHIELDING KITS ON
SUPPLIES, TRAPS, TAILPIECES AND WASTE OUTLETS.
F-1
-
- m
DRAIN j STRAINER
MCGUIRE MANUFACTURING 3
PW155WC
SUPPLY
MCGUIRE MANUFACTURING
175
NOTES:
1. THE EXACT LOCATION AND MOUNTING
HEIGHTS OF ALL PLUMBING FIXTURES
SHALL BE AS PER
THE ARCHITECTURAL DRAWINGS.
2. ALL HANDICAPP ACCESSIBLE SINKS AND LAVATORIES SHALL BE PROVIDED WITH THERMAL INSULATION AND IMPACT SHIELDING KITS ON SUPPLIES, TRAPS, TAILPIECES AND WASTE OUTLETS.
0 2014 Gensler
I COMPASS
R 0 U PO
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
aDate
Description
06/06/2015 ISSUE FOR CONSTRUCTION
Seal 1 Signature
of NEW
��,w G.
€c
w
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8"=1°-0"
Description
PLUMBING COVER SHEET
Pwool
0 2014 Gensler
OFFICE
2012
.. ,t._
. .....
...... . ....
OFFICE
2027
OFFICE
2(026
CONFERENCE
12032 11",
–r–
OFFICE
f -*0'' "59 ' I
2
M
E:IN F F I ICE
T=R
CORRIDOR! 1
............ ....
2065
--- J
FILES
2063
VATOR LOBBY
2070
................
EX ADA WC
Em
'IN
G
... ........... ..
. .........
2001
PROVIDE %"CW CONN WITH VALVE,
OFFICE
VB, SHOCK ABSORBER, & FILTER
(MOD# SS1 MB AQUA–PURE) TO
-7—
REFRIGERATOR. PROVIDE 8 FT COIL
r mm
NEW 2"W LOCATED
IN CEILING OF
FLOOR BELOW
OFFICE
ABSORBER. LOOP W ABOVE FLOOD
RIM OF SINK.
12037
....... ...
OFFICE
VB, SHOCK ABSORBER, & FILTER
—I
....... (MOD# SS1 MB AQUA–PURE) TO
2 COFFEE MACHINE. PROVIDE 8 FT
COIL OF SOFT COPPER TUBING.
E.X1V-ST .... . . . ... -
EX 3"V
PROVIDE Y4'CW CONN WITH VALVE,
EX 4"S
VB, SHOCK ABSORBER,& FILTER
OFFICE OFFICE
EX 2"CW,. - ..... ..... 1-1--.1-111-1.1-11
(MOD# SS1 MB AQUA–PURE) TO ICE
1203�2�004
MAKER. PROVIDE 8 FT COIL OF
SOFT COPPER TUBING.
..... ..... - ...........
PROVIDE V4 -CW CONN WITH VALVE,
.........
......
k
(MOD# SS1 MB AQUA–PURE) TO
WATER MACHINE. PROVIDE 8 FT COIL
['�'O41 OFFICE
OF SOFT COPPER TUBING.
1200 1
CONN NEW ;Y4"Cw,'� I &
2"V TO EX S & V RISER
OFFICE
4'4 -HW DROP
2040
V4"CW DROP
3
OFFICE
2006
1 V2"V RISE
OFFICE
...... . ....
2041
2"W DN
OFFICE
12042 1
CONTRACTOR TO
OFFICE
........... ....
....
........
FOR DEMOLITION OF
EX CW PIPE BACK
TO THIS PIPE
OFFICE
12043
... ........... ..
. .........
OPEN
CD
if
LL -A
OFFICE
2001
PROVIDE %"CW CONN WITH VALVE,
OFFICE
VB, SHOCK ABSORBER, & FILTER
(MOD# SS1 MB AQUA–PURE) TO
-7—
REFRIGERATOR. PROVIDE 8 FT COIL
r mm
NEW 2"W LOCATED
IN CEILING OF
FLOOR BELOW
OFFICE
ABSORBER. LOOP W ABOVE FLOOD
RIM OF SINK.
12037
OPEN
CD
if
LL -A
OFFICE
2001
PROVIDE %"CW CONN WITH VALVE,
OFFICE
VB, SHOCK ABSORBER, & FILTER
(MOD# SS1 MB AQUA–PURE) TO
-7—
REFRIGERATOR. PROVIDE 8 FT COIL
OF SOFT COPPER TUBING.
PROVIDE V4"HW & Y4"W CONN TO
DISHWASHER. PROVIDE SHOCK
OFFICE
ABSORBER. LOOP W ABOVE FLOOD
RIM OF SINK.
12037
PROVIDE Y4"CW CONN WITH VALVE,
OFFICE
VB, SHOCK ABSORBER, & FILTER
—I
....... (MOD# SS1 MB AQUA–PURE) TO
2 COFFEE MACHINE. PROVIDE 8 FT
COIL OF SOFT COPPER TUBING.
E.X1V-ST .... . . . ... -
EX 3"V
PROVIDE Y4'CW CONN WITH VALVE,
EX 4"S
VB, SHOCK ABSORBER,& FILTER
OFFICE OFFICE
EX 2"CW,. - ..... ..... 1-1--.1-111-1.1-11
(MOD# SS1 MB AQUA–PURE) TO ICE
1203�2�004
MAKER. PROVIDE 8 FT COIL OF
SOFT COPPER TUBING.
..... ..... - ...........
PROVIDE V4 -CW CONN WITH VALVE,
VB, SHOCK ABSORBER,& FILTER
OFFICE
(MOD# SS1 MB AQUA–PURE) TO
WATER MACHINE. PROVIDE 8 FT COIL
['�'O41 OFFICE
OF SOFT COPPER TUBING.
1200 1
CONN NEW ;Y4"Cw,'� I &
2"V TO EX S & V RISER
OFFICE
2040
1111
3
OFFICE
2006
OFFICE
2041
OFFICE
12042 1
CONTRACTOR TO
OFFICE
PROVIDE ADD
ALTERNATE PRICING
FOR DEMOLITION OF
EX CW PIPE BACK
TO THIS PIPE
OFFICE
12043
OFFICE
44J,
4
. .......... - ..........
OFFICE
12008
............................_......._...............1 OFFICE
2009,
... . ........
ROOM
—FOCUS
OFFICE
1--2-945 1
EX 4,",ST.
EX 30WCUS ROOM
EX 4"S 12072
.... . ............. OFFICE
... ...........
5
----OFFICE
20461
VIDEO CONFERENCE
.............
2047
OFFICE
12011,
EX -Y4"CW UP
ADD ALTERNATE:
AjE:
CONTRA VERIFY WITH LANDLORD FOR
REMOVAqLT4T'_0ASTE AND CW FEEDING
PLUMBING
FIXTURE FLOOR
COFFEE
........... . .... ............ -
6
OFFICE
2013
M
.. . . ........ 7 J,
G R 0 U PO
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
214 North Tryon Street
Suite 2320
Charlotte, NC 28202
United States
rds, 0 Zmk,
EDWARDS & ZUCK, P.C.
MEPP Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Tel 704.377.2725
Fax 704.377.2807
Date I Description
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal / Signature I I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8ty =1' - oil
Description
PLUMBING FLOOR PART PLAN
PM1 01
2014 Gensler
CATE INSULATION
IRED TO FILL VOID
'E AND WALL
M
;D
im
FIRE/SMOKE STOPPING WALL P-EN-ETRATION DETAIL I
TEMPERATURE &
PRESSURE RELIEF
VALVE
' fit
DOMESTIC WATER HEATER DETAIL
VACUUM BREAKER
24"x24"x4" DEEP
GALVANIZED SHEET
METAL DRAIN PAN
UNISTRUT CHANNEL
R41WO
.ART
1.01 DESCIRIETIO
A. THE PLUMBING CONTRACTOR SHALL BE A LICENSED
INSTALLER OF PLUMBING SYSTEMS IN THE STATE OF
NEW YORK
B. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE
STATE OF CONNECTICUT BUILDING CODE.
C. THE ARCHITECT'S SPECIFICATIONS AS APPLICABLE ARE
PART OF THIS CONTRACT.
D. THE CONTRACTOR IS ADVISED TO CLOSELY COORDINATE
HIS WORK WITH THE BUILDING ENGINEER, SO THAT THE
INTERRUPTION OF EXISTING BUILDING SERVICES, IN
ORDER TO CONNECT NEW PIPING TO EXISTING SHALL BE
MADE AT SUCH TIME AS TO CAUSE THE LEAST
INTERFERENCE WITH ESTABLISHED BUILDING OPERATING
PROCEDURE. CONTRACTOR SHALL NOT INTERRUPT THE
SERVICES WITHOUT EXPRESS WRITTEN PERMISSION OF THE
OWNER.
1.02 VERIFYING CONDIT
A. EXAMINE ALL DRAWINGS COVERING THE WORK OF THIS
SECTION AND REFER TO ALL OTHER DRAWINGS, INCLUDING
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL
DRAWINGS, WHICH MAY AFFECT THE WORK OF THIS
SECTION OR REQUIRE COORDINATION BY SAME.
B. BEFORE STARTING ANY WORK, EXAMINE EXISTING
CONDITIONS, AND THOROUGHLY CHECK DRAWINGS,
DIMENSIONS, SPECIFICATIONS, AND ADJOINING OR
UNDERLYING CONDITIONS IN WHICH THE WORK OF THIS
SECTION IS TO BE PERFORMED.
REPORT,C. • THE ARCHITECT ANY AND ALL
CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE
AFFECT OR PROPER EXECUTION
COMMENCECOMPLETION OF THE WORK OF THIS SECTION. DO NOT
WORK AND ALL SUCH • !
HAVE BEEN CORRECTED BY THE TRADEOR TRADES
RESPONSIBLE.
D. FAILURE TO NOTIFY THE ARCHITECT OF •'
CONDITIONS WILL BE • i AS AN ACCEPTANCE OF
ALL CONDITIONS.
E. THE EXECUTION OF THE WORK OF THIS SECTION
CONSTITUTES ACCEPTANCE OF THE BASE OR ADJOINING
WORK AND OTHER CONDITIONS AS BEING SATISFACTORY IN
EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH
CASES WILL NOT BE ALLOWED.
F. THE DRAWINGS INDICATE AND THE SPECIFICATIONS
DESCRIBE THE GENERAL ARRANGEMENT AND THE
APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES,
PIPING, ETC. EXACT LOCATIONS MAY BE ADJUSTED IN
THE FIELD TO SUIT EXISTING CONDITIONS.
G. THE CONTRACTOR SHALL, WITHOUT EXTRA COST TO THE
OWNER, MAKE ALL REASONABLE MODIFICATIONS IN THE
WORK AS MAY BE REQUIRED TO PREVENT CONFLICT WITH
THE WORK OF OTHER TRADES, OR FOR THE PROPER
INSTALLATION OF THE WORK.
COATRACTOR SHALL-•! • •
RECORD"AS-BUILT"DRAWINGS INDICATING THE PRECISE
LOCATION OF ALL SYSTEMS, EQUIPMENT, CONCEALED OR
EMBEDDED PIPING,-• • PIPING,PIPING• !
AND ACCESS PANELS/DOORS. THESE DRAWINGS
INCLUDE DEVIATIONS FROM• •
DOCUMENTS. THESE DOCUMENT SHALL ALSO BE PROVIDED
TO THE OWNER IN AN APPROVED AUTOCAD FORMAT.
1.04 TE
Si
A. THE PLUMBING SYSTEMS SHALL BE INSPECTED AND TESTED
IN ACCORDANCE WITH REQUIREMENTS OF THE CONNECTICUT
STATE BUILDING CODE.
1.05
EQUIPMENT,A. ALL PIPING, FIXTURES, •
CONTRACTUNDER THIS BE THOROUGHLY
AND PROTECTED DURING • • AND PUT INTO
OPERATING CONDITIONBEFORE
OFFERED FOR ACCEPTANCE.
B. UPON COMPLETION OF ALL WORK, THE PLUMBING
CONTRACTOR SHALL THOROUGHLY CLEAN ALL PLUMBING
FIXTURES, SINKS AND TRIM AND LEAVE ALL ITEMS READY
FOR USE BY THE OWNER. ALL FLOOR DRAINS SHALL BE
CLEANED AND MANUFACTURERS PROTECTIVE COVERINGS
SHALL BE REMOVED.
1.06 LAWS,, ORDINANCES ETC»
A. THE WORK OF THIS CONTRACTOR MUST COMPLY WITH ALL
LOCAL LAWS, ORDINANCES AND RULES. THIS CONTRACTOR
MUST HAVE THE NECESSARY INSPECTIONS MADE BY THESE
AUTHORITIES, PAY ALL THE REQUIRED FEES, AND
FURNISH THE OWNER WITH CERTIFICATES OF APPROVAL
BEFORE FINAL PAYMENT ON THIS CONTRACT IS MADE. HE
SHALL APPLY, PAY FOR, AND OBTAIN ALL PERMITS.
1.07 SUPERVISION
A. THIS CONTRACTOR SHALL HAVE A COMPETENT FOREMAN IN
RESPONSIBLE CHARGE OF THE WORK WHO SHALL BE ON THE
SITE DURING THE INSTALLATION OF THE MATERIAL
FURNISHED UNDER THIS SPECIFICATION UNTIL SAME HAS
BEEN PUT IN COMPLETE OPERATIVE CONDITION AND
ACCEPTED BY THE OWNER.
1.08 CUTTING AND PATCHING
2.07 VALVES
A.
THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING
A. STOP VALVES, EXCEPT FIXTURE STOPS, ON HOT AND COLD
ROYAL EXECUTIVE PARK 11
FOR PLUMBING WORK AND SHALL COORDINATE SAME WITH
WATER LINES 2 IN. AND SMALLER SHALL BE FULL PORT
Gensler
ALL OTHER TRADES. ALL CUTTING SHALL BE SUBJECT TO
400 L.B. NON—SHOCK BRONZE BALL VALVES, NIBCO
Charlotte, NC 28202
TRADE REGULATIONS. NO CUTTING OF STRUCTURAL
T -595—Y FOR THREADED CONNECTIONS, AND NIBCO
MEMBERS SHALL BE DONE WITHOUT THE APPROVAL OF THE
S -595—Y FOR COPPER TO COPPER, OR APPROVED OTHER.
30 Oak Street
ARCHITECT.
Tel 202.352.1717
Fax 203.352.1818
2.08 DRAINS
P RTMAJERIA
06/06/2015 ISSUE FOR CONSTRUCTION
Seal 1 Signature
A. ALL DRAINS SHALL BE AS PER DRAIN SCHEDULE
2.01 NE
LOCATED ON COVER DRAWING.
A.
THE PLUMBING SYSTEMS SHALL BE COMPLETE WITH ALL
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
PIPES, FITTINGS, TRAPS, SUPPLIES, VALVES, HANGERS
2.09 _GUARANTEE
005801001
AND SUPPORTS, INSULATION, ETC. AND ALL OTHER ITEMS
1/8" =1' - 0"
NECESSARY FOR COMPLETE, SATISFACTORY OPERATING AND
A. THIS CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF
PLUMBING DETAILS AND SPECIFICATIONS
APPROVED TYPE SYSTEM.
ONE (1) YEAR FROM DATE OF ACCEPTANCE BY THE
OWNERS, ALL MATERIALS, APPARATUS AND WORKMANSHIP
B.
ALL PIPE FITTINGS, VALVES, FIXTURES, HANGERS,
WHETHER FURNISHED BY HIMSELF OR BY HIS
SUPPORTS, INSULATION, ETC. SHALL CONFORM TO THE
SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A
REQUIREMENTS OF THE CONNECTICUT STATE BUILDING CODE.
MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO
THE OWNER, ANY PARTS OR PARTS OF THE WORK WHICH
MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE
2.02 SOIL.
WASTE, AND VENT PIPE AND FITTINGS
PERIOD OF THE GUARANTEE.
A.
ALL ABOVE GROUND SOIL, WASTE, AND VENT PIPING
SHALL BE "NO—HUB" CAST IRON PIPE AND FITTINGS
B. WHERE SPECIAL GUARANTEES COVERING INSTALLATION,
EXCEPT AS NOTED OTHERWISE.
OPERATION OR PERFORMANCE OF ANY SYSTEMS OR
APPLIANCES FURNISHED UNDER THIS CONTRACTOR ARE
B.
ALL JOINTS AND CONNECTIONS SHALL BE ASSEMBLED BY
REQUIRED, THE FULL RESPONSIBILITY FOR THE
MEANS OF SEALING SLEEVES AND STAINLESS STEEL
FULFILLMENT OF SUCH GUARANTEES MUST BE ASSUMED BY
CLAMPS AND SHIELD ASSEMBLIES.
THE CONTRACTOR, WHO SHALL OBTAIN WRITTEN
C.
PIPE AND FITTINGS SHALL BE CENTRAL FOUNDRY
GUARANTEES, IN TRIPLICATE, WHICH SHALL BE FILED
COMPANY, TYLER PIPE COMPANY, EAST PENN FOUNDRY OR
WITH THE ARCHITECT BEFORE FINAL ACCEPTANCE.
APPROVED EQUAL.
C. CONTRACTOR WILL BE RESPONSIBLE FOR ALL LEAKS IN
2.03 EJECTOR PUMP DISCHARGE PIPE AND FITTINGS
ALL PIPES FOR A PERIOD OF ONE YEAR FROM THE DATE
OF COMPLETION OF WORK UNDER THIS CONTRACT.
A.
ALL EJECTOR PUMP DISCHARGE PIPING SHALL BE TYPE
CONTRACTOR SHALL REPAIR AT NO COST TO THE OWNER,
'L' COPPER TUBING HARD TEMPERED WITH DWV DRAINAGE
ALL SUCH LEAKS WHICH OCCUR AFTER COMPLETION OF
FITTINGS AND 95/5 TIN/ANTIMONY SOLDERED JOINTS.
THIS CONTRACT UPON 24 HOURS NOTICE THEREOF BY THE
CONSTRUCTION MANAGER/GENERAL CONTRACTOR. LEAKS
2.04 COLD
WATER AND HOT WATER PIPE AND FITTINGS
WHICH OCCUR PRIOR TO THE COMPLETION OF THIS
CONTRACT SHALL BE REPAIRED AT ONCE. CONTRACTOR IS
A.
DOMESTIC COLD WATER, HOT WATER AND HOT WATER
RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH LEAKS
CIRCULATION PIPE SHALL BE TYPE "L", HARD DRAWN,
AND THE REPAIR THEREOF AND WILL REIMBURSE THE
COPPER TUBING WITH WROUGHT BRONZE FITTINGS FOR 150
CONSTRUCTION MANAGER/GENERAL CONTRACTOR FOR ALL
POUND WATER WORKING PRESSURE AND WITH JOINTS OF
EXPENSE INCURRED THEREBY.
95-5 (TIN—ANTIMONY) SOLDER. NO SOLDER CONTAINING
LEAD IS PERMITTED.
D. DISINFECTION
B.
ALL SUPPLIES THROUGH WALLS TO FIXTURES SHALL BE
THE POTABLE WATER SYSTEM SHALL BE DISINFECTED
85% RED BRASS WITH THREADED BRASS FITTINGS. ALL
PRIOR TO USE BY A METHOD OF DISINFECTION IN
EXPOSED PIPING IN FINISHED SPACES SHALL BE CHROME
ACCORDANCE WITH THE STATE OF CONNECTICUT BUILDING
PLATED 85% RED BRASS.
CODE.
A. FITIRRISM ALL RECESSART—MANGERS, i..!
CLAMPS,! SUPPORTS
"
SHALL BE OF HEAVY CONSTRUCTION AND SUITABLEFOR
THE SIZE OF PIPE TO BE SUPPORTED.
HANGERS SHALL BE t TO CLEAR WORKOF OTHER
C. WHERE PIPES ARE TO BE INSULATED, THE HANGERS SHALL
BE OF AMPLE SIZE TO PROVIDE FOR THE COVERING
SPECIFIED AND BE PROVIDED WITH GALVANIZED STEEL
INSULATION SHIELDS.
RODS,D. ALL HANGERS, BEAM CLAMPS,•-
ZINC COATED.
E. ALL HORIZONTAL COPPER TUBING SHALL BE SUPPORTED BY
HANGERS NOT OVER SIX (6) FEET APART FOR PIPING
1-1/4 INCH AND SMALLER AND NOT OVER TEN (10) FEET
APART FOR PIPING 1-1/2 INCH AND LARGER. ALL
BRANCHES SHALL HAVE SEPARATE HANGERS. HANGERS
SHALL BE CLEVIS TYPE WITH COPPER BOTTOM SUPPORT.
IF CHANNEL OR ANGLE IRON TRAPEZE HANGERS ARE USED,
THE SPACE ON HANGERS FOR THE COPPER TUBING SHALL
BE WRAPPED WITH LEAD SHIELDS TO ISOLATE TUBING.
IN AREAS OF CONSTRUCTION, • •
BE SUPPORTED BY BEAM CLAMPS.COORDINATE
ENGINEER FOR MAXIMUM LOADING.
BOLT,STEEL WITH l SOCKET THREADED FOR '••
CONNECTION t
• -_IRON,! -•
• - APPROVED !
2.06 INSUL6IlQN
A. COVER ALL HOT WATER AND HOT WATER RECIRCULATION
PIPE WITH 1 INCH THICK AND ALL COLD WATER PIPE
WITH 1/2 INCH THICK MANVILLE MICRO—LOK AP -T PLUS
FIBERGLASS INSULATION. FITTINGS AND VALVES SHALL
BE INSULATED WITH MANVILLE ZESTON 2000 PVC INSULAT—
ED FITTING COVERS. INSTALL ALL INSULATION AS PER
MANUFACTURERS RECOMMENDATIONS. ALL INSULATION
MATERIAL SHALL COMPLY WITH THE NEW YORK CITY
BUILDING CODE REQUIREMENT OF A FLAME SPREAD RATING
NOT TO EXCEED 25 AND A SMOKE DEVELOPED RATING NOT
TO EXCEED 50.
Q 2014 Gensler
COMPASS
G R 0 U P`&
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Date
[}ascription
06/06/2015 ISSUE FOR CONSTRUCTION
Seal 1 Signature
,E.
1
S�
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8" =1' - 0"
Description
PLUMBING DETAILS AND SPECIFICATIONS
Pm201
Q 2014 Gensler
• !•
1 !1 a i-
ii •
e i •• 1 !
a •e
e i• e • 1
• c ie•1 1 •• • • •1 ..�.
! :• i •• • ! !- 1
e ! i r.i • .. •• ! • ! e
i •+ rri i e 1
A i i' e � •• _: e
i-
•r
i 1 • r, it 1 e.
i e' • a 1 ! ! ••1 1•= 1
! ! is
! •' •• 1 •.•.. • ' • 1 • • r w R.le
. w +
-3A Armae 1 • e e'
i •
IF
i i••i 1 i 6�.
!. /... � 1 haw. '.s •1 � •r rhe 1..
iIFi• 1 R 1 i• • i' e
i !. c .. i. ! .;• a •+ e
1•= R ••!1 1• 1• � e 1 • - R 1
i •+ i� r ! � , w i r e + i i
If
1 1 •
i •. e. .; 1 ,.wry 1 � ! •i
1
r i e• e• 1- ! • ':
•
• • 1 e ! i 1• 1 / :
'1 i • e- a e- � / _ 1 r
e.r wi 1APRETNIL1111 •
ABBREVIATIONS LIST
(NOT ALL ABBREVIATIONS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
ABD
AUTOMATIC BALL DRIP
BLDG
BUILDING
CLG
CEILING
CONN
CONNECTCONNECTION
f
CONT
CONTINUE / CONTINUATION
CV
CHECK VALVE
DIA
DIAMETER
DCDA
DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER
Nm
DCVN
CHECK VALVE BACKFLOW PREVENTER^_.._.____._
DN
^DOUBLE
DOWN (PENETRATES FLOOR SLAB)
DR
DRAIN
DWG
DRAWING
EX
EXISTING
F
FIRE SERVICE
FDC
FIRE DEPARTMENT CONNECTION
FL
FLOOR
FS
FLOW SWITCH
GV
GATE VALVE
GSL
GALLONS
GPM
GALLONS PER MINUTE
MAX
MAXIMUM
MB
MANUFACTURED BY
�
MIN
MINIMUM
N/A
NOT APPLICABLE
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
NTS
NOT TO SCALE
OS&Y
OUTSIDE SCREW & YOKE VALVE
PC
PLUMBING CONTRACTOR
PRV
PRESSURE REDUCING VALVE
PSI
POUNDS PER SQUARE INCH - GAUGE
RPZ
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
SPDR
DRAIN
_
SPKR
_STANDPIPE
SPRINKLER(S)
SOFT
SQUARE FEET
TS
TAMPER SWITCH
TYP
TYPICAL
LION
UNLESS OTHERWISE NOTED
UP
UP (PENETRATES FLOOR SLAB)
(NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
F
EXISTING FIRE SERVICE PIPING
F
NEW FIRE SERVICE PIPING
_........_._......_.....................................
FSP
_..............._._ ........__.............._..._................_...._....,.._................._............._.....,....._...............................................................................
NEW FIRE STANDPIPE PIPING
SPRINKLER HEAD SCHEDULE
NEW DRY FIRE STANDPIPE PIPING
DR
NEW DRAIN PIPING
'SPKR
NEW SPRINKLER PIPING
•-•-----•DRY SPKR---
NEW DRY SPRINKLER PIPING
2Yz"
ARROW REPRESENTS DIRECTION OF FLOW
4"
PIPING WITH FREEZE PROTECTION CABLE UNDER INSULATION
_.......
t
--°-�-i
PIPE BREAK
—�--�
CAPPED OUTLET
8"
PIPE DROP f DOWN
---o
PIPE RISE f UP
7A"
PIPE BOTTOM CONNECTION
{
PIPE TOP CONNECTION
...........
'-1"•""'
PIPE SIDE CONNECTION
!
WATERPROOF SLEEVE
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
UNION
_ _...........................
C�
._........ ............. ..
PRESSURE GAUGE
®
TAMPER SWITCH
�j
FLOW SWITCH
or-►
FIRE HOSE VALVE
FPm001
FIRE HOSE VALVE AND CABINET
$$
SIAMESE FIRE DEPARTMENT CONNECTION
THREE-WAY ROOF MANIFOLD
FLOOR CONTROL VALVE ASSEMBLY
......... ....... ................................................. .........................
Ni
...... ........._..........................__...... .......... ........... ............_....__...._...._.....__..._._....._............._.._............._.__.............. ..... ....._................ ........................... ....__..............._............ _............ .._........... .......... .....
CHECK VALVE
j
i
i
GATE VALVE
a.
...
.... _................... _......_.........
ALARM CHECK VALVE
DRY PIPE CHECK VALVE
_._ ............................._
............ ......._... ............... _..
PRE -ACTION CHECK VALVE
(�
POINT OF DISCONNECTION FROM EXISTING PIPING
POINT OF CONNECTION TO EXISTING PIPING
O
....._ _...- ..... ........... ..... _ .... ........._...................
HYDRAULIC REFERENCE POINT - NODE
... ........... ......_................ ..._........_........_.........._.........._...._
0
..................._._..................._..._ ..................._...:..............._................_..._.........__...................... ._............................._......._..._....... _...... _........ _......_. _...._...._.............._..
HYDRAULIC REFERENCE POINT - ELEMENT
O
O`
........................ ...........
SPRINKLER RISER DESIGNATION SP RISER NUMBER
CL
W
U -i
C14
UJ
0
p_
€
w
z
z
^RC
€
ww
111
E
SYMBOL
MANUFACTURER
MODEL NUMBER
O t
a
I
®
APPLICABLE AREAS
0
N/A
N/A
•
♦ [
♦
€
f
�
!
I
i
O
N/A
N/A
. ±
• 1
�
VIKING
13503A/�vnK' 462
f K
• E
( F
3
•
•
♦ i
i
•
�
j
f
#
VIKING
12121 /VK305
i
♦
•
•
♦
€
•
{
f
...... _...... ... __........ . ._....... __
.
_._..
f
♦ VIKING
06661 B f VK300J111
•
♦
•
♦
E
•
t
{
J,
NOTES:
1. FINISH/COLOR SELECTION BY ARCHITECT.
2. EXPOSED UPRIGHT HEADS IN OCCUPIED SPACES
SHALL
BE CHROME FINISH.
3. PROVIDE ESCUTCHEONS AT
ALL EXPOSED WALL PENETRATIONS.
4. PROVIDE SPRINKLER GUARDS AT ALL SPRINKLER
HEADS
7'-0" AND LOWER.
(NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED ON THIS PROJECT)
F
EXISTING FIRE SERVICE PIPING
F
NEW FIRE SERVICE PIPING
_........_._......_.....................................
FSP
_..............._._ ........__.............._..._................_...._....,.._................._............._.....,....._...............................................................................
NEW FIRE STANDPIPE PIPING
DRY FSP
NEW DRY FIRE STANDPIPE PIPING
DR
NEW DRAIN PIPING
'SPKR
NEW SPRINKLER PIPING
•-•-----•DRY SPKR---
NEW DRY SPRINKLER PIPING
2Yz"
ARROW REPRESENTS DIRECTION OF FLOW
4"
PIPING WITH FREEZE PROTECTION CABLE UNDER INSULATION
_.......
BURIED FIRE SERVICE, FIRE STANDPIPE, OR SPRINKLER PIPING
--°-�-i
PIPE BREAK
—�--�
CAPPED OUTLET
8"
PIPE DROP f DOWN
---o
PIPE RISE f UP
7A"
PIPE BOTTOM CONNECTION
1"
PIPE TOP CONNECTION
...........
'-1"•""'
PIPE SIDE CONNECTION
Project Name
WATERPROOF SLEEVE
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
UNION
_ _...........................
C�
._........ ............. ..
PRESSURE GAUGE
®
TAMPER SWITCH
�j
FLOW SWITCH
or-►
FIRE HOSE VALVE
FPm001
FIRE HOSE VALVE AND CABINET
$$
SIAMESE FIRE DEPARTMENT CONNECTION
THREE-WAY ROOF MANIFOLD
FLOOR CONTROL VALVE ASSEMBLY
......... ....... ................................................. .........................
Ni
...... ........._..........................__...... .......... ........... ............_....__...._...._.....__..._._....._............._.._............._.__.............. ..... ....._................ ........................... ....__..............._............ _............ .._........... .......... .....
CHECK VALVE
j
BALL VALVE
i
GATE VALVE
.... _.. .... ............. ..... _.
j
....... ............ ......
OUTSIDE SCREW & YOKE VALVE
.... _................... _......_.........
ALARM CHECK VALVE
DRY PIPE CHECK VALVE
_._ ............................._
............ ......._... ............... _..
PRE -ACTION CHECK VALVE
(�
POINT OF DISCONNECTION FROM EXISTING PIPING
POINT OF CONNECTION TO EXISTING PIPING
_ ...... ..... _ ............_ .............
....._ _...- ..... ........... ..... _ .... ........._...................
HYDRAULIC REFERENCE POINT - NODE
... ........... ......_................ ..._........_........_.........._.........._...._
0
..................._._..................._..._ ..................._...:..............._................_..._.........__...................... ._............................._......._..._....... _...... _........ _......_. _...._...._.............._..
HYDRAULIC REFERENCE POINT - ELEMENT
A -PIN
........................ ...........
SPRINKLER RISER DESIGNATION SP RISER NUMBER
OPENING / SLEEVE SCHEDULE
FIRE SERVICE, FIRE STANDPIPE, SPRINKLER, AND DRAIN PIPING
PIPE DIAMETER
WALL f FLOOR SLEEVE DIAMETER
BEAM OPENING DIAMETER
1"
3"
21h"
1Lh"
3"
3"
2"
4"
31h"
2Yz"
4"
4"
3"
5"
416"
4"
6"
51h"
5"
8"
61h"
6"
8"
7A"
CLASS
DESIGN DENSITY
APPLICATION AREA
MAX AREA PER HEAD
2 INTERNATIONAL DRIVE
ORIFICEOCCUPANCY
APPLICABIE AREAS
ORDINARYIF-
•1
0.10 GPM/SOFT
i 16 GPM/SOFT
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
OFFICES, CORRIDORS, AND TOILET ROOMS
TRASH,/ STORAGE ROOMS
PIPE, FITTING, AND JOINT MATERIAL SCHEDULE
PIPING SYSTEM PIPING LOCATION PIPING SIZE PIPING SPECIFICATION FITTING SPECIFICATION i JOINT SPECIFICATION
ABOVE•i 1
BUILDINGWET SPRINKLERWITHIN
SCHEDUI F 40 BLACK STEEL
DUCTILE OR MALLEABLE IRONTHREADED
1 =1 1
" SCHEDULE 10 BLACK STEEL WITH GROOVED BOLT -ON MECHANICAL JOINT WITH
21 &LARGER
DUCTILE IRON WITH GROOVED ENDS
ENDS H TTY GH AL EPDM GASKET
! QUALITY
I 0 2014 Gensler
COMPASS
G R 0U P@
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK II
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
,N
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Date
Description
0610612015 ISSUE FOR CONSTRUCTION
Seal 1 Signature
,- J
G.
Au
Y
e.
q
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
118°=1'-0°
Description
FIRE PROTECTION COVER SHEET
FPm001
I 0 2014 Gensler
I
MODIFY & EXTEND BRANCH
ssr
co
MPASS
G R 0 U P@
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
Idwards, & 2w*
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Date I Description
06/06/2015 ISSUE FOR CONSTRUCTION
I Seal / Signature I I
I
Project Name I
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8" =1' - 0"
Description
FIRE PROTECTION FLOOR PART PLAN
FPw1 01
2014 Gensler
SCALE: NTS
"ATE INSULATION
IRED TO FILL VOID
E AND WALL
SHEET
E
CONCRETE r- BOLT,'
SERIES HDI, OR APPROVED
INSTALLATION SHALL BE IN ACCORDANCE
RECOMMENDATION.THE MIANUFACTURER'S
METAL DECK
STEEL RErAING STRAP
ROD (SIZE AS REQUIRED) —Z
10
TYPICAL HANGER DETAIL
SCALE: NTS
c
EXISTING MAIN OR—/
BRANCH PIPE
EXISTING INSTALLATION
TO BE REMOVED O
EXISTING INSTALLATION
NEW INSTALLATION
TYPICAL SPRINKLER INSTALLATION DETAIL
loWRIFLyWIN a i
rTl3t><���lili�I
A. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED,
AUTHORIZED INSTALLER OF SPRINKLER SYSTEMS AND SHALL
HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE IN THE
INSTALLATION OF SPRINKLER SYSTEMS IN THE STATE OF
NEW YORK
B. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR
SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE
HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING
BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT AND
NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND
BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL
ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL
PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL.
SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND
LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF
DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
C. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITTING
HIS PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM
ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR
REQUEST CLARIFICATION IN WRITING, IF NECESSARY,
CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS
TO PROVIDE A COMPLETE SPRINKLER INSTALLATION. LATER
CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE
FOLLOWED.
D. THE SCHEDULINGOF -yWORK SHALL BE
COORDINATED WITH THE BUILDING OWNER, WITH OTHER
CONTRACTORS Ai WITH THE CLIENT.
E. NECESSARY SHUT—DOWNS OF BASE BUILDING »_
SYSTEM MUST BE COORDINATED r OWNER
AND CLIENT. SHUT -DOWNS OF BUILDING
TAKE PLACE AFTER OR BEFORE NORMALBUSINESS HOURS AND
SHALL BE CONSIDERED !WORK.
1.02 WORK INCLUDED
A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND
INSTALLED FOR THE CLIENT.
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE
STATE OF CONNECTICUT BUILDING CODE AND ALL AUTHOR—
ITIES HAVING JURISDICTION.
2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING
SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED.
B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS
INDICATED ON THE PLANS, AND SHALL BE INSTALLED WITH
NO TOLERANCE FROM THE CENTER OF CEILING TILE. THE
SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH
EXISTING CONDITIONS AND WITH WORK OF ALL OTHER
CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES
BEFORE INSTALLATION OF THE SPRINKLER SYSTEM.
C. SPRINKLER SYSTEM SHALL BE:
1. A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH
THE STANDARDS OF THE NATIONAL FIRE PROTECTION
ASSOCIATION, THE BUILDING CODE OF THE STATE OF
CONNECTICUT AND ALL AUTHORITIES HAVING JURISDICTION.
2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL,
MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING
OR PROPOSED.
D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE
GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT
BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED
FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS,
MOUNTING HEIGHTS, ETC., REFER TO ARCHITECTURAL
DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE
VERIFIED BY FIELD CHECK.
1.03 SHOP DRAWINGS AND DATA
A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY
COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC
CALCULATIONS AND CATALOG CUTS OF THE FOLLOWING;
1. PIPE AND FITTINGS
2. SPRINKLER HEADS
3. HANGERS AND SUPPORTS
4. SPRINKLER AND PIPING LAYOUT
5. HYDRAULIC CALCULATIONS
1.0.4 BUILDING DEPARTMENT FILING, PERMITS, AND CERTIFICATES
A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED
DRAWINGS AND SPECIFICATIONS WITH THE BUILDING
DEPARTMENT AND BE RESPONSIBLE FOR OBTAINING
FINAL APPROVAL.
1.05 I NSEECT 1 ON AND FEST I NG
A. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF
CONNECTICUT BUILDING CODE AND ALL AUTHIRITIES HAVING
JURISDICTION.
r SPRINKLER BE SUBJECTED i
B.
HYDROSTATICPRESSURETEST FOR A PERIOD OF • HOU,
AT A PRESSURE OF AT LEAST 200 PSIG OR 50 PSI I
EXCESS OF PRESSURE TO BE MAINTAINED WH
THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESSIi - • »
C. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE BUILDING
DEPARTMENT SHALL BE NOTIFIED THAT THE SYSTEM IS READY
FOR INSPECTION AND TESTING. THE BUILDING DEPARTMENT
INSPECTOR SHALL WITNESS THE TEST. FINAL APPROVAL OF
THE SPRINKLER SYSTEM SHALL BE OBTAINED FROM BUILDING
DEPARTMENT.
1.06 FLUSHING
A. ALL FIRE PROTECTION PIPING SHALL BE FLUSHED OUT IN
ACCORDANCE WITH REQUIREMENT OF THE NATIONAL FIRE
PROTECTION ASSOCIATION PAMPHLET NO. 13 AND 14,
LATEST EDITION.
E,ABI 2 — MATEE I LS
2.01 GENERAL
A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE,
FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES,
SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO
MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED,
VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT,
APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE,
SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM.
B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER
HEADS, ETC., SHALL CONFORM TO THE STATE OF CONNECTICUT
BUILDING CODE AND NATIONAL FIRE PROTECTION
ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS,
ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO
FACE OR FLUSH BUSHING SHALL BE USED. REDUCING
FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS.
2.02 SPRINKLER PIPING
A. ALL SPRINKLER PIPING SHALL BE AS PER PIPING
SCHEDULE LOCATED ON COVER DRAWING.
2.03 SPRINKLER HEADS
A. ALL SPRINKLER HEADS SHALL BE AS PER SPRINKLER HEAD
SCHEDULE LOCATED ON COVER DRAWING.
2.04 CUTTING AND PATCHING
A. DO ALL CUTTING NECESSARY FOR THE INSTALLATIONOF
SPRINKLER WORK. ACCURATELY LAYOUT !r FOR WHICH
CUTTING IS REQUIRED, ! AS TO AVOID UNNECESSARY LARGE
OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS
OF r NOT r EXCEPT AFTER
APPROVALRECEIVING OF BUILDING
B. ROUGH PATCHING DONE BY THIS CONTRACTOR IN A
MANNER TO ACCOMMODATE FINISHED PATCHING WORK.
FINISHED PATCHING WILL BE ii"UNDER!SECTION
OF THE SPECIFICATIONS".
2.05
A. ALL SPRINKLER
PIPING SHALL BE SUBSTANTIALLY SUPPORi
AND SHALL COMPLYi•»i OF !
FIRE PROTECTION A! ! !» THE INSTALLATIONOF
SPRINKLERr AS REQUIRED BY THE STATE OF
CONNECTICUTBUILDING !rAUTHORITIES
JURISDICTION AND FACTORY
B. HANGERS AND THEIR COMPONENTS -SHALL BE FERROUS.
HANGERS SHALL BE ADJUSTABLE, -! OR CLEVIS
SPRINKLERC. OR HANGERS SHALL NOTUSED TO
SUPPORT
r!_ ! COMPONENTS. !
SPRINKLER
PIPING
r BE SUBSTANTIALLY SUPPORTED r!. rr
FROM
BUILDING r»!w
ADDED • r OF r PIPE PLUS A MINIMUM OF
• LBS. APPLIED
AT THE POINT OF
SPRINKLERE. PIPING BE
SUPPORTED INDEPENDENTLY•
THE CEILING SHEATHING.
F. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWOR
PIPING SHALL BE SUBSTANTIALLY SUPPORTED -•
BUILDING • '# DUCTWORK.
G. MAXIMUM DISTANCE : • i
FOR
, 1-1/4 IN. SIZES it 15 FT. FOR SIZ
AND
H. THE BUILDING IS LOCATED • r HAS
OCCUPANCY IMPORTANCE FACTOR OF1 .0. PIPI NG SHALL
RESTRICTED •-r • ! 3
INTERNATIONALBUILDING CODE.
•� •
A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING
THROUGH WALLS, PARTITIONS, FLOORS AND CEILINGS.
ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION
OR SET SCREW.
2.07 GUARANTEE
A. GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE
OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS
AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY
HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN
A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO
THE OWNER, ANY PART OR PARTS OF THE WORK WHICH MAY
PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD
OF THE GUARANTEE.
2.08 AS -BUILT DRAWINGS
A. PREPARE AND SUBMIT "AS—BUILT" DRAWINGS AT THE
COMPLETION OF THE PROJECT.
ill
'..
A w 0' *' M . .
r* * A
r
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
/f
I
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
3
t
i
f
United States
t
S
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
SCALE: NTS
"ATE INSULATION
IRED TO FILL VOID
E AND WALL
SHEET
E
CONCRETE r- BOLT,'
SERIES HDI, OR APPROVED
INSTALLATION SHALL BE IN ACCORDANCE
RECOMMENDATION.THE MIANUFACTURER'S
METAL DECK
STEEL RErAING STRAP
ROD (SIZE AS REQUIRED) —Z
10
TYPICAL HANGER DETAIL
SCALE: NTS
c
EXISTING MAIN OR—/
BRANCH PIPE
EXISTING INSTALLATION
TO BE REMOVED O
EXISTING INSTALLATION
NEW INSTALLATION
TYPICAL SPRINKLER INSTALLATION DETAIL
loWRIFLyWIN a i
rTl3t><���lili�I
A. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED,
AUTHORIZED INSTALLER OF SPRINKLER SYSTEMS AND SHALL
HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE IN THE
INSTALLATION OF SPRINKLER SYSTEMS IN THE STATE OF
NEW YORK
B. BEFORE SUBMITTING HIS BID, THE SPRINKLER CONTRACTOR
SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE
HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING
BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT AND
NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND
BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL
ATTEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL
PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL.
SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS
EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND
LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF
DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.
C. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITTING
HIS PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM
ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES OR
REQUEST CLARIFICATION IN WRITING, IF NECESSARY,
CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS
TO PROVIDE A COMPLETE SPRINKLER INSTALLATION. LATER
CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR,
EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE
FOLLOWED.
D. THE SCHEDULINGOF -yWORK SHALL BE
COORDINATED WITH THE BUILDING OWNER, WITH OTHER
CONTRACTORS Ai WITH THE CLIENT.
E. NECESSARY SHUT—DOWNS OF BASE BUILDING »_
SYSTEM MUST BE COORDINATED r OWNER
AND CLIENT. SHUT -DOWNS OF BUILDING
TAKE PLACE AFTER OR BEFORE NORMALBUSINESS HOURS AND
SHALL BE CONSIDERED !WORK.
1.02 WORK INCLUDED
A. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND
INSTALLED FOR THE CLIENT.
1. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE
STATE OF CONNECTICUT BUILDING CODE AND ALL AUTHOR—
ITIES HAVING JURISDICTION.
2. WORK SHALL ALSO INCLUDE THE REMOVAL OF EXISTING
SPRINKLER PIPING, HEADS, AND SUPPORTS AS NOTED.
B. SPRINKLER HEAD LAYOUT SHALL BE BASED ON THE LOCATIONS
INDICATED ON THE PLANS, AND SHALL BE INSTALLED WITH
NO TOLERANCE FROM THE CENTER OF CEILING TILE. THE
SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH
EXISTING CONDITIONS AND WITH WORK OF ALL OTHER
CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES
BEFORE INSTALLATION OF THE SPRINKLER SYSTEM.
C. SPRINKLER SYSTEM SHALL BE:
1. A HYDRAULICALLY DESIGNED SYSTEM IN ACCORDANCE WITH
THE STANDARDS OF THE NATIONAL FIRE PROTECTION
ASSOCIATION, THE BUILDING CODE OF THE STATE OF
CONNECTICUT AND ALL AUTHORITIES HAVING JURISDICTION.
2. DESIGN SYSTEM TO CONFORM WITH BUILDING STRUCTURAL,
MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING
OR PROPOSED.
D. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE
GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT
BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED
FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS,
MOUNTING HEIGHTS, ETC., REFER TO ARCHITECTURAL
DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE
VERIFIED BY FIELD CHECK.
1.03 SHOP DRAWINGS AND DATA
A. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY
COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC
CALCULATIONS AND CATALOG CUTS OF THE FOLLOWING;
1. PIPE AND FITTINGS
2. SPRINKLER HEADS
3. HANGERS AND SUPPORTS
4. SPRINKLER AND PIPING LAYOUT
5. HYDRAULIC CALCULATIONS
1.0.4 BUILDING DEPARTMENT FILING, PERMITS, AND CERTIFICATES
A. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED
DRAWINGS AND SPECIFICATIONS WITH THE BUILDING
DEPARTMENT AND BE RESPONSIBLE FOR OBTAINING
FINAL APPROVAL.
1.05 I NSEECT 1 ON AND FEST I NG
A. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE STATE OF
CONNECTICUT BUILDING CODE AND ALL AUTHIRITIES HAVING
JURISDICTION.
r SPRINKLER BE SUBJECTED i
B.
HYDROSTATICPRESSURETEST FOR A PERIOD OF • HOU,
AT A PRESSURE OF AT LEAST 200 PSIG OR 50 PSI I
EXCESS OF PRESSURE TO BE MAINTAINED WH
THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESSIi - • »
C. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE BUILDING
DEPARTMENT SHALL BE NOTIFIED THAT THE SYSTEM IS READY
FOR INSPECTION AND TESTING. THE BUILDING DEPARTMENT
INSPECTOR SHALL WITNESS THE TEST. FINAL APPROVAL OF
THE SPRINKLER SYSTEM SHALL BE OBTAINED FROM BUILDING
DEPARTMENT.
1.06 FLUSHING
A. ALL FIRE PROTECTION PIPING SHALL BE FLUSHED OUT IN
ACCORDANCE WITH REQUIREMENT OF THE NATIONAL FIRE
PROTECTION ASSOCIATION PAMPHLET NO. 13 AND 14,
LATEST EDITION.
E,ABI 2 — MATEE I LS
2.01 GENERAL
A. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE,
FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES,
SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO
MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED,
VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT,
APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE,
SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM.
B. ALL PIPE FITTINGS, HANGERS, SUPPORTS, SPRINKLER
HEADS, ETC., SHALL CONFORM TO THE STATE OF CONNECTICUT
BUILDING CODE AND NATIONAL FIRE PROTECTION
ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS,
ARRANGEMENT, SIZES, AND INSTALLATION EXCEPT THAT NO
FACE OR FLUSH BUSHING SHALL BE USED. REDUCING
FITTINGS SHALL BE PROVIDED IN LIEU OF BUSHINGS.
2.02 SPRINKLER PIPING
A. ALL SPRINKLER PIPING SHALL BE AS PER PIPING
SCHEDULE LOCATED ON COVER DRAWING.
2.03 SPRINKLER HEADS
A. ALL SPRINKLER HEADS SHALL BE AS PER SPRINKLER HEAD
SCHEDULE LOCATED ON COVER DRAWING.
2.04 CUTTING AND PATCHING
A. DO ALL CUTTING NECESSARY FOR THE INSTALLATIONOF
SPRINKLER WORK. ACCURATELY LAYOUT !r FOR WHICH
CUTTING IS REQUIRED, ! AS TO AVOID UNNECESSARY LARGE
OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS
OF r NOT r EXCEPT AFTER
APPROVALRECEIVING OF BUILDING
B. ROUGH PATCHING DONE BY THIS CONTRACTOR IN A
MANNER TO ACCOMMODATE FINISHED PATCHING WORK.
FINISHED PATCHING WILL BE ii"UNDER!SECTION
OF THE SPECIFICATIONS".
2.05
A. ALL SPRINKLER
PIPING SHALL BE SUBSTANTIALLY SUPPORi
AND SHALL COMPLYi•»i OF !
FIRE PROTECTION A! ! !» THE INSTALLATIONOF
SPRINKLERr AS REQUIRED BY THE STATE OF
CONNECTICUTBUILDING !rAUTHORITIES
JURISDICTION AND FACTORY
B. HANGERS AND THEIR COMPONENTS -SHALL BE FERROUS.
HANGERS SHALL BE ADJUSTABLE, -! OR CLEVIS
SPRINKLERC. OR HANGERS SHALL NOTUSED TO
SUPPORT
r!_ ! COMPONENTS. !
SPRINKLER
PIPING
r BE SUBSTANTIALLY SUPPORTED r!. rr
FROM
BUILDING r»!w
ADDED • r OF r PIPE PLUS A MINIMUM OF
• LBS. APPLIED
AT THE POINT OF
SPRINKLERE. PIPING BE
SUPPORTED INDEPENDENTLY•
THE CEILING SHEATHING.
F. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWOR
PIPING SHALL BE SUBSTANTIALLY SUPPORTED -•
BUILDING • '# DUCTWORK.
G. MAXIMUM DISTANCE : • i
FOR
, 1-1/4 IN. SIZES it 15 FT. FOR SIZ
AND
H. THE BUILDING IS LOCATED • r HAS
OCCUPANCY IMPORTANCE FACTOR OF1 .0. PIPI NG SHALL
RESTRICTED •-r • ! 3
INTERNATIONALBUILDING CODE.
•� •
A. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING
THROUGH WALLS, PARTITIONS, FLOORS AND CEILINGS.
ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION
OR SET SCREW.
2.07 GUARANTEE
A. GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE
OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS
AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY
HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN
A MANNER APPROVED BY THE ARCHITECTS, WITHOUT COST TO
THE OWNER, ANY PART OR PARTS OF THE WORK WHICH MAY
PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD
OF THE GUARANTEE.
2.08 AS -BUILT DRAWINGS
A. PREPARE AND SUBMIT "AS—BUILT" DRAWINGS AT THE
COMPLETION OF THE PROJECT.
ill
'..
A w 0' *' M . .
r* * A
R V PO
2 INTERNATIONAL DRIVE
ROYAL EXECUTIVE PARK 11
TOWN OF RYE BROOK
WESTCHESTER COUNTY, NY 10573
Gensler
214 North Tryon Street Tel 704.377.2725
Suite 2320 Fax 704.377.2807
Charlotte, NC 28202
United States
EDWARDS & ZUCK, P.C.
MEPF Engineering
30 Oak Street
Stamford, CT 06905
Tel 202.352.1717
Fax 203.352.1818
Date
Description
06/06/2015 ISSUE FOR CONSTRUCTION
Seal I Signature
a4, G.
C10
40
u
ur
3
Project Name
COMPASS GROUP - 2ND FLOOR INTERIOR UPFIT
Project Number
005801001
Scale
1/8"=1'-0"
Description
FIRE PROTECTION DETAILS AND SPECIFICATIONS
FPm201
I 0 2014 Gensler