57554_Bldg 106_Drawings - Addendum 3.pdf
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- Base Defense Group Beddown Federal contract opportunity
- Solicitation number
- W912PQ-11-B-0004
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Bldg 106 Drawings Addendum 3
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FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
METAL ROOF STRUCTURE
ABOVE WEAPONS CLEANING
GROUND FACE CMU VENEER
2" CMU ACCENT BAND
METAL COPING
STANDING SEAM
METAL ROOF SYSTEM
BLAST RESISTANT
CURTAINWALL
SYSTEM.GLAZING TYPE GL-4
UNLESS OTHERWISE NOTED
EXISTING SKYLIGHT
SYSTEM TO REMAIN
EXISTING NEW
STANDING SEAM METAL
ROOF ON METAL DECKING
ABCDE
W01 W01
W01 W01 W01
W01 W01
W01 W01
W01
EQUIPMENT SCREEN WALL
SECURED TO ROOF TOP UNITS
REFER TO SHEET A501 FOR
EXPANSION JOINT DETAIL
W01
CJ
GL-3 AS PER SPECIFICATION
088000 TYPICAL AT TOP OF
CURTAIN WALL 1
W02W01
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
GROUND FACE CMU VENEER.
COURSING TO MATCH
EXISTING.
2" CMU ACCENT BAND
METAL COPING
3" THK INSULATED
METAL PANEL SYSTEM
EXISTINGNEW
A
W02
W02 W01
W01 W03
W01 W04 W04 W01 W01
141B 134b 138 137 134a 133c
W01 W02 W04 W04 W04
ROOF SCUPPER
ROOF SCUPPER
ROOF SCUPPER
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
GROUND FACE CMU
VENEER
2" CMU ACCENT BAND
METAL COPING
BLAST RESISTANT
CURTAINWALL SYSTEM.
GLAZING TYPE GL-4 UNLESS
OTHERWISE NOTED
EXISTING SKYLIGHT
SYSTEM TO REMAIN
NEW WEAPONS ISSUE
WINDOW
NEW STANDING SEAM METAL
ROOF STRUCTURE
CMU VENEER TO MATCH EXISTING WALL
AT DEMOLISHED WINDOW LOCATION.
STANDING SEAM METAL ROOF
OVER METAL DECKING
1 2 4 5 6 7 8 9 10 11 1211.5
W01 W01
W05
W04 W04 W04
104 105a
GL-3 AS PER SPECIFICATION
088000 TYPICAL AT TOP OF
CURTAIN WALL
FIRST FLOOR
100' - 0"
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
GROUND FACE
CMU VENEER
2" CMU ACCENT
BAND
STANDING SEAM METAL
ROOF
12456789101112 11.5
3" THK INSULATED
METAL PANEL ASSEMBLY
W01
W01W02
W02 W01
141A 134b 138 137 134a 133c
W03
W01 W04 W04 W01 W01
CJCJ CJCJCJ CJ CJ
REFER TO SHEET A501 FOR
EXPANSION JOINT DETAIL
101F
EXISTINGNEW
METAL PANEL BEYOND
CJ
GENERAL ELEVATION NOTES:
ELEVATION 100' - 0" = 436' - 0"1.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
14 15 16 17
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A201 2
57554 WHAY089079
BASE DEFENSE GROUP BEDDOWN
EXTERIOR BUILDING ELEVATIONS
11/22/10
C. BUSTAMANTE J. SPARKS
M. BRIANTE
A101 1/8" = 1'-0"
NORTH ELEVATION 1
A101 1/8" = 1'-0"
SOUTH ELEVATION 2
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
A101 1/8" = 1'-0"
EAST ELEVATION 3
A101 1/8" = 1'-0"
WEST ELEVATION 4
07/29/11 MB ISSUED FOR BID0
no. date descriptionby ckd
SCALE IN FEET
0 8' 16' 32'
SCALE IN FEET
0 8' 16' 32'
1 08/23/11 CR CB ADDENDUM 1
2 08/30/11 CR CB ADDENDUM 3
EQUIPMENT SCREEN NOTE:
MECHANICAL EQUIPMENT SCREEN TO MATCH
PROFILE AND COLOR OF NEW INSULATATED
METAL PANEL SYSTEM. BOTTOM EDGE OF
EQUIPMENT SCREENS TO BE 1'-0" MIN. ABOVE
ROOF MEMBRANE. SEE NOTE 7 ON DWG. A104
FIRST FLOOR
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
U X Y Z AAT.6 V V.5 W
7' - 9 1/2"
3" THK VERT
INSULATED METAL
PANEL ASSEMBLY
2" ACCENT CMU
4" GROUND FACE
CMU BLOCK VENEER
STANDING-SEAM
METAL ROOF
W01
W01
W01 W01
W01 W01 W01
W01 W01
W01
CJ
16' - 8"
20' - 4 1/2"CJ
FLAT SEAM METAL
PANEL
EQUIPMENT SCREENS
SECURED DIRECTLY TO RTUEXISTING NEW
EJ
BLAST RESISTANT CURTAINWALL
SYSTEM. GLAZING TYPE GL-4
UNLESS OTHERWISE NOTED
GL-3 AS PER SPECIFICATION
088000. TYPICAL AT TOP OF
CURTAINWALL SYSTEM 1
SECOND FLOOR
114' - 0"
TOP OF STEEL
HIGH POINT
128' - 0"
13 14 15 16 17 18 19 2018.717.3
W01 W04 W04 W04 W01W01
EQUIPMENT SCREEN WALL
SECURED TO ROOF TOP UNITS
3" THK VERT
INSULATED METAL
PANEL ASSEMBLY
GENERAL ELEVATION NOTES:
ELEVATION 100' - 0" = 436' - 0"1.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
14 15 16 17
J
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A202 2
57554 WHAY089079
BASE DEFENSE GROUP BEDDOWN
EXTERIOR BUILDING ELEVATIONS
06/15/11
C. BUSTAMANTE J. SPARKS
M. BRIANTE
A101 1/8" = 1'-0"
NORTH ELEV @ 90 DEG TO BLDG 1
SCALE IN FEET
0 4' 8' 16'
A101 1/8" = 1'-0"
EAST ELEV @ 90 DEG TO BLDG 2
SCALE IN FEET
0 4' 8' 16'
07/29/11 MB ISSUED FOR BID0
no. date descriptionby ckd
1 08/23/11 CR CB ADDENDUM 1
2 08/30/11 CR CB ADDENDUM 3
EQUIPMENT SCREEN NOTE:
MECHANICAL EQUIPMENT SCREEN TO MATCH
PROFILE AND COLOR OF NEW INSULATATED
METAL PANEL SYSTEM. BOTTOM EDGE OF
EQUIPMENT SCREENS TO BE 1'-0" MIN. ABOVE
ROOF MEMBRANE. SEE NOTE 7 ON DWG A104
C O P Y R
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JUNE 8, 2011 C. QUINN
A. PASQUALI
PARTIAL MECHANICAL PIPING
FIRST FLOOR PLAN B
M108 1 57554M107.dwg
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\HVAC\57554M107.DWG 8/30/2011 1:44 PM CPARRA
CQ ISSUED FOR BIDAP0 07/29/11
KEY PLAN
M. SCHLUENDER
KEY PLAN LEGEND
PARTIAL MECHANICAL PIPIPNG
FIRST FLOOR PLAN B
PARTIAL MECHANICAL PIPING FIRST FLOOR PLAN B
16'8'4'0
SCALE IN FEET
ROOM
COMMUNICATIONS
SPACE
MULT PURPOSE
VESTIBULE
STAIR 1
ROOM
ELECTRICAL
ROOM
MECHANICAL
BREAKROOM
CLASSROOM A
CLASSROOM
CATM
STAIR 2
STORAGE
FATS ROOM
CATM
ROOM
CATM WEAPONS
SHOP
CATM WEAPONS
MAINTENANCE
STORAGE
CATM WEAPONS
STORAGE
NCOIC
CATM
TOILET
MEN'S
TOILET
WOMEN'S
JC
AREA
CATM
INSTRUCTOR'S
CONTROL ROOM
CATM FATS
CORRIDOR
Z
Y
X
W
V
U
FC
O
1/2" HWS&R
1/2" HWS
2-1/2" HWR
1/2" HWS&R
2-1/2" HWR
1/2" HWS&R
1/2" HWS
1-1/4" HWR
1/2" HWS&R
1/2" HWS&R
3/4" HWS&R
3/4" HWS
1-1/4" HWR
1" HWS
1-1/4" HWR
1/2" HWS&R
1" HWS&R
1-1/4" HWS
1" HWR
1/2" HWS&R
1/2" HWS&R1-1/4" HWS
3/4" HWR
1-1/2" HWS
1/2" HWR
1-1/2" HWS
3" HWS&R
4" HWS&R
1/2" HWS&R
4" HWS&R UP
1/2" HWS&R
4" CWS&R UP
1-1/2" HWR
4" HW HEADERS
2-1/2" HWR
2-1/2" HWS&R
2-1/2" HWR
1/2" CWS&R
1/2" CWS&R
3/4" CWS&R
3/4" CWS&R
VAV-4-9
CUH-2
VAV-4-7
VAV-4-8
VAV-4-6
VAV-4-5
VAV-4-4
VAV-4-1
FCU-3
VAV-4-2
VAV-4-10
CUH-1
FCU-5
VAV-3-2
VAV-3-1
ST-1
B-1
B-2
HWP-2
HWP-1
UH-1
UH-2
ST-2
CWP-1
CWP-2
4" CWS&R
4" CW HEADERS
6" CWS&R
A. ALL MECHANICAL PIPES ABOVE THE CEILING TO BE COORDINATED WITH LOCATION OF
STRUCTURAL MEMBER, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
B. ALL SECOND FLOOR AND ROOF PENETRATIONS TO BE COORDINATED WITH REQUIREMENTS ON
THE STRUCTURAL DRAWINGS. ALL FLOOR PENETRATIONS TO BE SLEEVED PRIOR TO SLAB
POURING. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
C. REFER TO DIVISION 7 SPECIFICATIONS FOR FIRE STOPPING REQUIREMENTS FOR PIPING
PENETRATIONS.
D. PIPE FITTINGS SHOWN IN PLAN DRAWINGS DO NOT REPRESENT ALL REQUIRED FITTINGS AND
ARE NOT DRAWN TO SCALE. FULLY COORDINATE ALL FITTINGS AND SPECIALTIES WITH
SPECIFICATIONS AND DETAILS.
E. REFRIGERANT PIPING SHALL BE PROVIDED PER MANUFACTURERS SPECIFICATIONS AND
RECOMMENDATIONS.
F. RUNOUTS TO VAV BOXES SHALL BE 3
4" UNLESS NOTED OTHERWISE.
G. RUNOUTS TO CUH'S SHALL BE 3
4" UNLESS NOTED OTHERWISE.
GENERAL NOTES
EF-2
EF-1
KEF-1
FCU-6
SEE MATCH LINE A-A ON MECHANICAL FIRST FLOOR PIPING PLAN A ON DRAWING M107 FOR CONTINUATION
FC
U-
CRU-1
1/2" CD
1/2"
CD
1/2" CD
1/2" HWS&R
1/2" CD
1/2" CD
CP-01
CP-03
CP-02
ADDENDUM 3AP1 08/30/11 CP
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JUNE 8, 2011 C. QUINN
A. PASQUALI
MECHANICAL PIPING
SECOND FLOOR PLAN
M109 1 57554M107.dwg
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\HVAC\57554M107.DWG 8/30/2011 1:45 PM CPARRA
CQ ISSUED FOR BIDAP0 07/29/11
KEY PLAN
M. SCHLUENDER
KEY PLAN LEGEND
MECHANICAL PIPING SECOND
FLOOR PLAN
MECHANICAL PIPING SECOND FLOOR PLAN
16'8'4'0
SCALE IN FEET
1ST SGT
SF ADMIN
OFFICER
OPERATIONS
PROGRAM
RAVEN
NCOIC
QUALITY
1ST SGT
SF ADMIN
OFFICER
TRAINING
SUITE
OPERATIONS
SUPER'DENT
TRAINING
UTM
CORRIDOR
SUITE
COMMAND
OFFICE
COMMANDER'S
SFM
ROOM
COMMANDER'S
CONFERENCE
CLOSET
COMM
CLOSET
ELEC
STORAGE
ELEC
AREA
QUALITY
OFFICE
AREA
TRAINING
OFFICE
CORRIDOR
TOILET
MEN'S
STORAGE
JC
TOILET
WOMEN'S
CBT 1
AREA
COFFEE
LOBBY
2ND FLOOR
CLASSROOM C
STORAGE
CLASSROOM B
STORAGE
STAIR 2
STAIR 1
Z
Y
X
W
V
U
1/2" HWS&R
2" HWS
1" HWR
1/2" HWS&R
3/4" HWS&R
2 1/2" HWS
3/4" HWR
3/4" HWS&R
1/2" HWS&R
2 1/2" HWS
1/2" HWR
2 1/2" HWS
2" HWS
1-1/4" HWR
1/2" HWS&R
1/2" HWS&R
2" HW S
1-1/4" HW R
2" HWS
1 1/2" HWR
2" HWS1 1/2" HWR
1-1/2" HWS&R
1-1/2" HWS&R
1-1/4" HWS
2" HWR
1/2" HWS&R
1/2" HWS&R
1/2" HWS
2 1/2" HWR
1/2" HWS
2 1/2" HWR
1/2" HWS
2 1/2" HWR
1/2" HWS&R
1/2" HWS
2 1/2" HWR
3/4" HWS
2 1/2" HWR
1/2" HWS&R
3/4" HWS
2 1/2" HWR
1/2" HWS&R
3/4" HWS
2 1/2" HWR
1" HWS
2 1/2" HWR
1/2" HWS&R
1-1/4" HWS
2" HWR
1/2" HW S&R
1-1/4" HWS&R UP
3" HWS&R DN
1" CWS&R
1/2" HWS&R
1" CW S&R
1-1/4" CW S&R
4" CWS&R UP&DN
2 1/2" HWR
VAV-5-17
VAV-5-18
VAV-5-16
VAV-5-14
VAV-5-20
VAV-5-12
VAV-5-15
FCU-4
VAV-5-11
VAV-5-10
VAV-5-19
VAV-5-2
VAV-5-1
VAV-5-4
VAV-5-6
VAV-5-7
VAV-5-13 CRU-2
FC
U-
VAV-5-9
VAV-5-3
VAV-5-5
A. ALL MECHANICAL PIPES ABOVE THE CEILING TO BE COORDINATED WITH LOCATION OF
STRUCTURAL MEMBER, REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
B. ALL SECOND FLOOR AND ROOF PENETRATIONS TO BE COORDINATED WITH REQUIREMENTS ON
THE STRUCTURAL DRAWINGS. ALL FLOOR PENETRATIONS TO BE SLEEVED PRIOR TO SLAB
POURING. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.
C. REFER TO DIVISION 7 SPECIFICATIONS FOR FIRE STOPPING REQUIREMENTS FOR PIPING
PENETRATIONS.
D. PIPE FITTINGS SHOWN IN PLAN DRAWINGS DO NOT REPRESENT ALL REQUIRED FITTINGS AND
ARE NOT DRAWN TO SCALE. FULLY COORDINATE ALL FITTINGS AND SPECIALTIES WITH
SPECIFICATIONS AND DETAILS.
E. REFRIGERANT PIPING SHALL BE PROVIDED PER MANUFACTURERS SPECIFICATIONS AND
RECOMMENDATIONS.
F. RUNOUTS TO VAV BOXES SHALL BE 3
4" UNLESS NOTED OTHERWISE.
G. RUNOUTS TO CUH'S SHALL BE 3
4" UNLESS NOTED OTHERWISE.
GENERAL NOTES
UH-9
2" HWS&R
2" HWS&R
1-1/4" HWS
2" HWR
1/2" CD
CP-04
ADDENDUM 3AP1 08/30/11 CP
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JUNE 11, 2010 C. QUINN
A. PASQUALI
MECHANICAL CONTROL DIAGRAMS
M502 1
57554M501.DWG
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
ISSUED FOR BIDAP0 07/29/11
M. SCHLUENDER
CQ
TYPICAL CABINET OR PROPELLER UNIT HEATER CONTROL DIAGRAM
SEQUENCE OF OPERATION
CONTROLS SHALL BE DIRECT DIGITAL BASED (DDC) .
ON CALL FOR HEAT, SPACE THERMOSTAT SHALL START THE UNIT HEATER. THE
HOT WATER HEATING CONTROL VALVE SHALL OPEN AND FAN SHALL CYCLE TO
MAINTAIN THE SPACE TEMPERATURE SET POINT.
SET POINT:
SPACE TEMPERATURE 65 DEG F (ADJ.)
THERMOSTAT
NOT TO SCALE
CABINET OR PROPELLER
UNIT HEATER
T
C
H
HWS
HWR
1.
2.
NOTES:
FOR GENERAL NOTES, SYMBOLS, AND
ABBREVIATIONS, SEE DRAWING M001.
SEE CONTROL SYMBOLS LEGEND ON
DRAWING M501.
1.
2.
3.
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\HVAC\57554M501.DWG 8/30/2011 1:47 PM CPARRA
M
S
EA FROM
BATH ROOM
OA INTAKE
SA TO BATHROOM FCU'S
ENERGY RECOVERY UNIT CONTROL DIAGRAM (ERV-1, 2)
NOT TO SCALE
ERV OUTLINE (NOT TO SCALE)
ERV-EF
ERV-SF
FILTERS
DP
M VSD
C
C
CHR
CHS
M VSD
EA
OA
EA
OUTDOOR AIR HANDLING UNIT CONTROL DIAGRAM (OAHU-1)
NOT TO SCALE
OUTSIDE AIR
AHU OUTLINE
M
EXHAUST
AIR FROM
AHU 1,2,4&5
PSD
PSD
TM FS
M
M
OA
PRE-CONDITIONED
VENTILATION OA
TO AHU 1-5
TOTAL ENTHALPY WHEEL
SEQUENCE OF OPERATION
OCCUPIED MODE:
1. CONTROLS SHALL BE DIRECT DIGITAL CONTROL
(DDC) BASED AND SEAMLESSLY INTEGRATE WITH
BASE STANDARD BAS NETWORK PANELS AND
WORKSTATIONS.
2. ALL CONTROLS SHALL BE ENERGIZED, OUTSIDE AND
RELIEF DAMPERS SHALL BE OPENED, SUPPLY AND
EXHAUST FANS SHALL START, AND ENTHALPY
WHEEL SHALL START IF THE FREE COOLING MODE IS
NOT ACTIVATED DURING THE OCCUPIED MODE.
3. AS THE INDIVIDUAL AHU'S 1, 2, 4 & 5 MODULATE
THEIR OUTSIDE AIR DAMPERS BASED UPON THEIR
INDIVIDUAL CONDITIONS, OAHU-1 WILL MAINTAIN A
CONSTANT OUTSIDE AIR SUPPLY DUCT STATIC
PRESSURE SETPOINT TO EACH AHU. THIS WILL BE
ACCOMPLISHED BY MODULATING OAHU-1 SUPPLY
FAN VARIABLE SPEED DRIVE BASED UPON THE
SUPPLY DUCT STATIC PRESSURE
SENSOR/TRANSMITTER SETPOINT. OAHU-1 SUPPLY
AIR DUCT STATIC PRESSURE SENSOR/TRANSMITTER
SHALL ALSO ACT AS THE STATIC PRESSURE HIGH
LIMIT (SP-2) TO PREVENT OVER-PRESSURIZATION OF
THE SUPPLY DUCT. THE SET POINT SHALL BE
SLIGHTLY LOWER THAN THE SUPPLY DUCT
PRESSURE CLASSIFICATION DETERMINED BY THE
TEST AND BALANCE CONTRACTOR.
4. SIMILARLY, AS THE INDIVIDUAL AHU'S 1, 2, 4 & 5
MODULATE THEIR INDIVIDUAL RETURN AIR DAMPER;
OAHU-1 WILL MAINTAIN A CONSTANT EXHAUST AIR
DUCT STATIC PRESSURE SETPOINT (ADJ.) VIA ITS
EXHAUST FAN. THIS WILL BE ACCOMPLISHED BY
MODULATING OAHU-1 EXHAUST FAN VFD BASED
UPON THE EXHAUST DUCT STATIC PRESSURE
SENSOR/TRANSMITTER SETPOINT. OAHU-1 EXHAUST
AIR DUCT STATIC PRESSURE SENSOR/TRANSMITTER
SHALL ACT AS THE STATIC PRESSURE LOW LIMIT TO
PREVENT UNDER-PRESSURIZATION OF THE
EXHAUST DUCT. THE LOW LIMIT SETPOINT SHALL BE
SLIGHTLY LESS NEGATIVE THAN THE EXHAUST DUCT
CLASSIFICATION DETERMINED BY THE TEST AND
BALANCE CONTRACTOR.
5. DURING THE OCCUPIED MODE OF OPERATION THE
CHILLED AND HOT WATER CONTROL VALVES SHALL
BE MODULATED IN SEQUENCE TO MAINTAIN THE AHU
DISCHARGE AIR TEMPERATURE SET POINT (ADJ.).
THIS SUPPLY AIR TEMPERATURE WILL MAINTAIN A
CONSISTENT OUTSIDE AIR TEMPERATURE ENTERING
AHU'S OUTSIDE AIR DUCTS.
6. THE AHU DISCHARGE AIR TEMPERATURE SET POINT
(TS) SHALL BE AUTOMATICALLY PRE-DETERMINED BY
THE DDC CONTROLLER AND CAN BE OVER-RIDDEN
BY THE BAS OPERATOR. UPON THE DISCHARGE AIR
TEMPERATURE INCREASING ABOVE ITS SETPOINT,
THE DDC CONTROLLER SHALL MODULATE THE
CHILLED WATER CONTROL VALVE TOWARDS ITS
OPEN POSITION. SIMILARLY, UPON THE DISCHARGE
AIR TEMPERATURE DROPPING BELOW ITS SETPOINT,
THE DDC CONTROLLER SHALL CLOSE THE CHILLED
WATER CONTROL VALVE AND MODULATE THE HOT
WATER CONTROL VALVE TOWARD ITS OPEN
POSITION TO MAINTAIN SETPOINT.
7. UPON AHU-1, 2, 4 & 5 BEING INDEXED TO THE
ECONOMIZER MODE (FREE COOLING), OAHU-1 SHALL
BE DE-ENERGIZED TO THE UNOCCUPIED MODE. THE
REASON OAHU-1 SHUTS DOWN DURING THE
ECONOMIZER MODE IS THAT AHU-1 TO 5 ARE
EQUIPPED TO DELIVER OUTSIDE AIR AND EXHAUST
THIS AIR DIRECTLY AND DO NOT REQUIRE
TEMPERED AIR FROM OAHU-1. UPON THE
ECONOMIZER MODE BEING DEACTIVATED, OAHU-1
SHALL BE ENERGIZED AND AHU'S SHALL INDEX THE
PROPER LOCAL CONTROL DAMPERS TO ACCEPT
CONDITIONED OA FROM OAHU-1.
8. DIFFERENTIAL PRESSURE SWITCH SHALL BE
PROVIDED TO REMOTELY MONITOR OUTDOOR AIR
PRE-FILTER PRESSURE DROP AND SEND AN ALARM
SIGNAL TO THE DDC CONTROLLER WHEN THE
DIFFERENTIAL PRESSURE EXCEEDS THE SETPOINT
(ADJ.).
9. OAHU-1 SHALL BE PROVIDED WITH A FREEZESTAT
UPSTREAM OF THE COOLING COIL THAT WILL TRIP
AND SHUTDOWN OAHU-1 AND FAIL THE HOT WATER
CONTROL VALVE OPEN UPON SENSING A
TEMPERATURE BELOW ITS SET POINT OF 37 DEG F
(ADJ.).
10. DUCT SMOKE DETECTORS AS INDICATED ON THE
FIRE ALARM SYSTEM RISER DIAGRAM SHALL BE
ELECTRICALLY INTERLOCKED TO OAHU-1 AND UPON
SENSING AN ALARM CONDITION SHALL SHUTDOWN
OAHU-1 CAUSING ENTHALPY WHEEL TO STOP,
OUTSIDE AIR DAMPER TO CLOSE, AND EXHAUST FAN
TO SHUTDOWN.
11. UPON THE CENTRAL HVAC SYSTEM EMERGENCY
SHUTDOWN SWITCH BEING ACTIVATED, THE AHU
SUPPLY AND EXHAUST FANS SHALL BE
DE-ENERGIZED, AND OUTSIDE/EXHAUST DAMPERS
SHALL BE CLOSED PER UFC 4-010-01
REQUIREMENTS.
UNOCCUPIED MODE:
1. DURING THE UNOCCUPIED MODE OAHU-1 SHALL BE
SHUTDOWN AND SUPPLY AND EXHAUST FANS SHALL
BE DISAB LED, OUTDOOR/RELIEF DAMPERS SHALL
CLOSE, AND ENTHALPY WHEEL SHALL BE DISABLED.
ALL DDC CONTROL LOOPS SHALL BECOME INACTIVE.
2. UPON ANY OF THE AHU'S-1, 2, 4 & 5 NEEDING TO
OPERATE TO MAINTAIN THEIR UNOCCUPIED HEATING
OR COOLING SETPOINTS, OAHU-1 SHALL CONTINUE
TO BE DISABLED AND THE AHU'S SHALL
RECIRCULATE THE RETURN AIR INTO THE SPACE
WITH NO OUTSIDE AIR REQUIREMENT.
S
EA DISCHARGE
C
H
HWR
HWS
M
OCCUPIED MODE:
1. CONTROLS SHALL BE DIRECT DIGITAL CONTROL
(DDC) BASED AND SEAMLESSLY INTEGRATE WITH
BASE STANDARD BAS NETWORK PANELS AND
WORKSTATIONS.
2. ALL CONTROLS SHALL BE ENERGIZED, OUTSIDE AND
EXHAUST DAMPERS SHALL BE OPENED, SUPPLY AND
EXHAUST FANS SHALL START DURING THE
OCCUPIED MODE. ALL ASSOCIATED FAN COIL UNITS
SHALL BE INDEXED TO OCCUPIED MODE. HEATING
COIL (ERV-1 ONLY) CONTROL VALVE SHALL
MODULATE TO MAINTAIN SUPPLY AIR SETPOINT.
3. THE ERVS SUPPLY AIR DUCT STATIC PRESSURE
SENSOR/TRANSMITTER SHALL ALSO ACT AS THE
STATIC PRESSURE HIGH LIMIT (SP-2) TO PREVENT
OVER-PRESSURIZATION OF THE SUPPLY DUCT. THE
SET POINT SHALL BE SLIGHTLY LOWER THAN THE
SUPPLY DUCT PRESSURE CLASSIFICATION
DETERMINED BY THE TEST AND BALANCE
CONTRACTOR.
4. SIMILARLY, AS THE INDIVIDUAL ERV'S EXHAUST AIR
DUCT STATIC PRESSURE SENSOR/TRANSMITTER
SHALL ACT AS THE STATIC PRESSURE LOW LIMIT TO
PREVENT UNDER-PRESSURIZATION OF THE
EXHAUST DUCT. THE LOW LIMIT SETPOINT SHALL BE
SLIGHTLY LESS NEGATIVE THAN THE EXHAUST DUCT
CLASSIFICATION DETERMINED BY THE TEST AND
BALANCE CONTRACTOR.
5. DIFFERENTIAL PRESSURE SWITCH SHALL BE
PROVIDED TO REMOTELY MONITOR OUTDOOR AND
EXHAUST AIR PRE-FILTER PRESSURE DROP AND
SEND AN ALARM SIGNAL TO THE DDC CONTROLLER
WHEN THE DIFFERENTIAL PRESSURE EXCEEDS THE
SETPOINT (ADJ.).
6. DUCT SMOKE DETECTORS AS INDICATED ON THE
FIRE ALARM SYSTEM RISER DIAGRAM SHALL BE
ELECTRICALLY INTERLOCKED TO OAHU-1 AND UPON
SENSING AN ALARM CONDITION SHALL SHUTDOWN
OAHU-1 CAUSING ENTHALPY WHEEL TO STOP,
OUTSIDE AIR DAMPER TO CLOSE, AND EXHAUST FAN
TO SHUTDOWN.
7. UPON THE CENTRAL HVAC SYSTEM EMERGENCY
SHUTDOWN SWITCH BEING ACTIVATED, THE AHU
SUPPLY AND EXHAUST FANS SHALL BE
DE-ENERGIZED, AND OUTSIDE/EXHAUST DAMPERS
SHALL BE CLOSED PER UFC 4-010-01
REQUIREMENTS.
UNOCCUPIED MODE:
1. DURING THE UNOCCUPIED MODE ERVS SHALL BE
SHUTDOWN AND SUPPLY AND EXHAUST FANS SHALL
BE DISAB LED AND OUTDOOR/EXHAUST DAMPERS
SHALL CLOSE. ALL DDC CONTROL LOOPS SHALL
BECOME INACTIVE.
FILTER
FILTER
DP
DP
N O M N O
M
PSD
EO
CO2
OUTDOOR AIR
REFERENCE STATION
LOCATE PER MANUFACTURERS
REQUIREMENTS.
TS
SEQUENCE OF OPERATION
FAN COIL UNIT CONTROL DIAGRAM (FCU-3,4)
NOT TO SCALE
SUPPLY FAN H
C
T
SA
FILTER
O A
M
HWR
HWS
ROOM THERMOSTAT WINTER (T)
ROOM THERMOSTAT SUMMER (T)
ROOM THERMOSTAT UNOCCUPIED WINTER (T)
ROOM THERMOSTAT UNOCCUPIED SUMMER (T)
70 DEG F
78 DEG F
65 DEG F
85 DEG F
M
CWR
CWS
C
C
SEQUENCE OF OPERATION
R A
FAN COIL UNIT CONTROL DIAGRAM (FCU-1 & FCU-2)
NOT TO SCALE
SUPPLY FAN
T
SA
FILTER
C
C
CONDENSING UNIT
T
TO DDC
BY TTC
OA
DP
H
C
M
HWR
HWS
PRECONDITIONED
OA FROM ERV-1
HEATING COIL, HC-1
LOCATED IN SA
DUCT OF ERV-1
PRECONDITIONED
OA FROM ERV-2
SUPPLY AIR TEMPERATURE (T) 55 DEG F
TS
SEQUENCE OF OPERATION
CONTROLS SHALL BE DIRECT DIGITAL CONTROL
(DDC) AND SHALL BE CONTROLLED DIRECTY FROM
THE BAS.
OCCUPIED MODE: FAN SHALL ENERGIZE, HEATING
AND COOLING COIL CONTROL VALVES SHALL
MODULATE TO MAINTAIN ROOM TEMPERATURE SET
POINTS.
UNOCCUPPIED MODE: FAN SHALL DE-ENERGIZE AND
CONTROL VALVES SHALL CLOSE.
DIFFERENTIAL PRESSURE SWITCH SHALL BE
PROVIDED TO REMOTELY MONITOR FILTER
PRESSURE DROP AND SENDS AN ALARM TO THE DDC
CONTROLLER.
WHEN THE HVAC SYSTEM EMERGENCY SHUTDOWN
SWITCH IS ENGAGED, FANS SHALL BE DE-ENERGIZED
AND THE OUTSIDE AIR AND EXHAUST AIR DAMPERS
SHALL CLOSE.
1.
2.
3.
4.
5.
STARTER S
S
SET POINTS:
SET POINTS: (ALL SET POINTS SHALL BE ADJUSTABLE)
GENERAL: THE HEAT PUMP SHALL BE CONTROLLED
BY A UNIT CONTROLLER AND SPACE MOUNTED
THERMOSTAT. ALL ALARMS SHALL BE INDICATED
TO THE DDC
OFF POSITION: THE SUPPLY FAN SHALL BE
DE-ENERGIZED. THE HEAT PUMP COMPRESSOR
SHALL BE TURNED OFF. OUTSIDE AIR DAMPER
SHALL BE CLOSED.
OCCUPIED MODE: OCCUPIED MODE SHALL BE
INITIATED BY THE UNIT CONTROLLER OR SPACE
THERMOSTAT. UNIT CONTROLLER SHALL TURN ON
THE SUPPLY FAN AND CYCLE THE HEAT PUMP TO
ADD OR REMOVE HEAT FROM THE SUPPLY AIR TO
SATISFY THE ROOM SET POINT.
UNOCCUPIED MODE: THE HEAT PUMP SUPPLY FAN
SHALL BE OFF. OUTSIDE AIR DAMPER SHALL BE
CLOSED. WHEN SPACE TEMPERATURE FALLS
BELOW UNOCCUPIED SET POINT, HEAT PUMP FAN
SHALL ENERGIZE AND HEATING COIL SHALL
MODULATE TO MAINTAIN SPACE TEMPERATURE.
HEAT PUMP SHALL RETURN TO UNOCCUPIED MODE
WHEN SPACE TEMPERATURE RISETS TO 2.8 DEG C
(5 DEG F) ABOVE HEATING SET POINT.
HEAT PUMP CIRCUIT CONTROL: WHEN OUTSIDE AIR
FALLS BELOW 70°F THE HEAT PUMP SHALL BE
INDEXED TO HEATING MODE AND THE REVERSING
VALVE SHALL BE SET IN THE HEATING POSITION.
WHEN OUTSIDE AIR RISES ABOVE 70°F THE HEAT
PUMP SHALL BE INDEXED TO COOLING MODE. THE
REVERSING VALVE SHALL BE SET IN THE COOLING
POSITION.
FREEZE PROTECTION: LOW AMBIENT CONTROLS AND
CRANK CASE HEATING SHALL BE ENABLED TO
PREVENT FREEZING OF THE CONDENSING COIL. UPON
OUTSIDE AIR FALLING BELOW 0°F UNIT SHALL
SHUTDOWN THE REFRIGERANT LOOP AND GO INTO
ELECTRIC HEATING ONLY MODE.
HVAC SYSTEM EMERGENCY SHUTDOWN: WHEN THE
HVAC SYSTEM EMERGENCY SHUTDOWN SWITCH IS
ENGAGED, THE FAN SHALL BE DE-ENERGIZED AND
THE OUTSIDE AIR AND RELIEF AIR DAMPERS SHALL
CLOSE.
ROOM SET POINTS: (ALL SET POINTS SHALL BE ADJ.)
OCCUPIED UNOCCUPIED
HEATING: 70°F 65°F
COOLING: 78°F 82°F
1.
2.
3.
4.
5.
6.
7.
ADDENDUM 3AP1 08/30/11 CQ
P Y R
IG
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E
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IN
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A N
Y , I
N C
JUNE 11, 2010 C. QUINN
A. PASQUALI
MECHANICAL SCHEDULES
M601 1
57554M601.DWG
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
1 1615141312111098765432 17
M
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F
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D
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B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
ISSUED FOR BIDAP0 07/29/11
M. SCHLUENDER
CQ
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\HVAC\57554M601.DWG 8/30/2011 1:48 PM CPARRA
1DETAIL
PIPE HANGER - TRAPEZE
NOT TO SCALE
GC
GAS
METER
2DETAIL
NATURAL GAS PRESSURE
REGULATOR / METER (GRADE TO WALL)
NOT TO SCALE
WALL SURFACE
CLEANOUT PLUG
ROUND POLISHED STAINLESS
STEEL WALL COVER PLATE
(NOT REQUIRED UNLESS
LOCATED IN WALLS)
COUNTERSUNK SCREW
SCREWED COUNTERSUNK PLUG
OPENING CUT-OUT IN WALL
HORIZONTAL LINE
OR CLEANOUT TEE
3DETAIL
WALL CLEANOUT CONCEALED
WITHIN WALL OR END OF PIPE
NOT TO SCALE
STAND
6" CHANNEL
14 GUAGE INSULATION
SHIELD MIN. 18" LONG
ROLLER
PIPE NO INSULATION
VAPOR BARRIER
INSULATION
MAX SPACING 42"
PIPE
HANGER ROD
INSULATION (NOT
VAPOR BARRIER)
PIPE SADDLE AT
LEAST 18" LONG
LOCKING NUT
BOLT PIPE ROLLER
TO CHANNEL
VALVE
BY BG&E
SEE PLANS
FOR CAPACITY
BUILDING WALL
GRADE
SEE PLANS FOR SIZES
PRESSURE REGULATOR 10 PSIG
INLET, 14 IN W.C. OUTLET
FL
O
W
INSULATION
SLAB OR DECK
GASKET
EXTENSION
DOME
SUMP
RECEIVER
UNDERDECK
CLAMP
6DETAIL
ROOF DRAIN ON ANY
INSULATED DECK
NOT TO SCALE
USE GUY-WIRES AS REQUIRED
MASTIC
STAINLESS STEEL CLAMPING RING
EPDM PREMOLDED PIPE SEAL
BY PRE-ENGINEERED BLDG MFGR
SPLICING CEMENT
LAP SEALANT
STANDING SEAM METAL ROOF
VENT PIPE 3" MIN.
VENT
ROOF PENETRATION BY ROOF MFGR.
V E
N T
E X
TE
N
S
IO
N A
S R
E Q
U
IR
E D
INCREASER
IF REQUIRED
VENT
5DETAIL
VENT PIPE FLASHING
ON ANY INSULATED DECK
NOT TO SCALE
4DETAIL
CIRCULATING PUMP
NOT TO SCALE
FOR CONTINUATION &
SIZE, SEE FLOOR PLAN
GATE (OR BALL) VALVE
CHECK VALVE
DIAL TYPE PRESSURE
GUAGE (0-100 PSIG)
GUAGE COCK
UNION
IN-LINE CIRCULATING PUMP
(SEE PUMP SCHEDULE)
AQUASTAT (IF REQUIRED BY
CODE) FOR CONTROL OF PUMP
REDUCING TEE (OR TEST PLUG
FOR INSERTION OF GUAGE)
GRID
BUILDING COLUMN (SEE
STRUCTURAL DRAWINGS
FOR COORDINATION).
CONCRETE FLOOR SLAB
UTILITY PIPING:
TW, ST, NG, SAN
12FOOTING PRESSURE
INFLUENCE LINE
FOOTING PRESSURE
BULB (LINES OF
CONSTANT PRESSURE
1 UTILITY PIPING SHOULD STAY
ABOVE OR OUTSIDE OF FOOTING
PRESSURE BULB. COORDINATE
WITH STRUCTURAL DRAWINGS.
NOTES:
CONCRETE FOOTING, REFER
TO STRUCTURAL DWGS.
7DETAIL
TYPICAL PIPE PLACEMENT
AROUND ADJACENT FOUNDATION
NOT TO SCALE
CAST IRON PIPE
FLANGED SPIGOT PIECE
BOND BREAKER
THRUST BLOCK
FINISH FLOOR
STORM DRAIN PIPE REFER
TO PLUMB. DWGS FOR SIZES
5'-0"
3' -6
" M
IN
. C O
V E
R
CAST IRON BELL
& LONG SPIGOT
CIVIL
INTERFACE
CAST IRON PIPE
FOOTING TO BE STEPPED
AT PENETRATIONS.
APPROXIMATE
FINISH GRADE
PIPE TO GO THROUGH
FOUNDATION WALL.
COORDINATE WITH
STRUCTURAL DWGS.
CHASE WALL, COORDINATE
WITH ARCH. DWGS.
FINISH CEILING
8DETAIL
STORM DRAIN PIPE
CONNECTION
NOT TO SCALE
SLEEVE PENETRATION
FILL SPACE AROUND PIPE
WITH FIREPROOF MASTIC
WALL CLEANOUT. REFER
TO DETAIL 3/P401
STORM DRAIN PIPE
EXTERIOR WALL
GAS
SUB
METER
BG&E CONTRACTOR
WITH REMOTE
METERING
CONTACTS
3-WAY MIXING VALVE
IF
APPROXIMATE GRADE
DCWS - (SEE PLANS FOR SIZES)
UTILITY
WATER METER BMS SUB-WATER METER
DCWS TO SYSTEM
SEE PLANS FOR SIZE
TO BMS
9DETAIL
WATER METER W/ SUB METER
AND REDUCED PRESSURE ZONE
NOT TO SCALE
REDUCED PRESSURE
ZONE ASSEMBLY (BFP-1)
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
1 1615141312111098765432 17
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A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
ISSUED FOR BIDAP0 07/29/11
M. SCHLUENDER
C O P Y R
IG
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M cD
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N E
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IN
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C O
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A N
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N C
FEBRUARY 22, 2011 C. PARRA
A. PASQUALI
PLUMBING DETAILS
P402 1 57554P401.dwg
CP
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\PLBG\57554P401.DWG 8/30/2011 2:24 PM CPARRA
S ca le F or M ic ro fil m in g
In ch es M ill im et er s
no. date descriptionby
1 1615141312111098765432 17
M
L
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F
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D
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B
A date detailed checkeddesigned ofsheet sheets project contract rev.drawing file ckd
BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
WHAY08907957554
NYANG BDG BEDDOWN
ISSUED FOR BIDAP0 07/29/11
M. SCHLUENDER
C O P Y R
IG
H
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S
M cD
O N
N E
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E
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IN
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IN
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C O
M P
A N
Y , I
N C
FEBRUARY 2, 2011 C. PARRA
A. PASQUALI
PLUMBING SCHEDULES
P601 2
57554P601.DWG
I:\USAIRNG\57554\CAD\MECH\BUILDING-106\MODEL\PLBG\57554P601.DWG 8/31/2011 9:28 AM CPARRA
CP
ADDENDUM 1AP1 08/23/11
ADDENDUM 3AP2 08/30/11
CP
CP
U
U
V
V
W
X
Y
Z
V.5
18.7
0"
20' - 8"
16' - 8"
18' - 7"
15' - 4"
33' - 11"
27' - 4"
25' - 4"
1' - 2 3/4"
1' - 2 3/4"
1' - 2 3/4"
1'
- 2
/4
7' - 4 15/16"
6' - 4 5/8"
5' - 0 3/4"
17' - 1 1/2"
7"
9'
- 1
0"
1'
- 2
/4
1'
- 2
/4
1' - 2 3/4"
1' - 2 3/4"
1'
- 2
/4
5' - 9 7/16"
5' - 6"
*8'
- 4
7'
- 2
/4
7' - 2 3/4"
14' - 10"
1'
- 2
/4
5'
- 3
5'
- 1 0"
8"
2' - 3"
ADD BARS,
SEE NOTE 4
TYP
1'
- 2
/4
1/
2"
9'
- 5
1/
2"
A S604
B S604
C S604
F S604
TYP AT METAL
PANELS, UNO
TYP AT MASONRY
VENEER, UNO
6 1/2"
1' - 0"
/2
4 1/2"
H S604
J S604
5"
E S604
G S604
H S604
H S604
G S604
SIM,
OPP
HAND
5'
- 1
0"
B S604
SIM
2' - 5"
1' - 2 1/2"
1' - 1 1/2"5' - 2"
9"
2' - 1"
1'
- 3
/2
1'
- 5
1/
2"2'
- 7
/2
2'
- 3
3' - 2 1/2"
4' - 2"
1'
- 3
/2
1'
- 1
1"
CRU-1
BELOW
550 LBS
SEE NOTE 8
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
I
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A
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IN
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PA
N
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C
C O
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R
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
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M
S107 1
57554 WHAY089079
NYANG BDG BEDDOWN
SECOND FLOOR SLAB PLAN
06/09/11
K. COMO E. WOOLF
A. MARTIN
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. SLAB SHALL BE 2", 0.0358 INCH DESIGN UNCOATED-STEEL
THICKNESS COMPOSITE STEEL DECK, WITH 3" NORMAL WEIGHT
CONCRETE (TOTAL THICKNESS 5"), WITH 6X6 WWF W2.1XW2.1
PLACED 1" FROM TOP OF SLAB.
3. CONTRACTOR SHALL PROVIDE AND INSTALL EDGE ANGLES,
SUPPLEMENTARY STEEL, AND METAL DECK CLOSURE PIECES
AROUND COLUMNS AND AT SLAB CORNERS AS REQUIRED FOR
SUPPORTING AND FORMING THE SLAB.
4. 2 - #4 X 4'-0" ADD BARS AT ALL REENTRANT CORNERS.
5. NOT ALL FLOOR PENETRATIONS SHOWN. CONTRACTOR SHALL
COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES
AND ALL DISCIPLINE DRAWINGS.
6. * COORDINATE WITH ELEVATOR FURNISHED.
7. SEE DWG S602 FOR TYPICAL STEEL FRAMING AROUND DUCT
OPENINGS.
8. 18" CABLE TRAY, 30 PLF.
SCALE IN FEET
0 4' 8' 16'
NORTH
SECOND FLOOR SLAB PLAN
TOC EL = 114'-0"
KEY PLAN
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
U
S
R
R.5
S.4
T.3
T.6
17.3
S.6 18.7
5' - 9 1/4"
17' - 1 1/2"
17' - 2 5/8"
8' - 1 3/8"
10' - 8"
16' - 8"
18' - 7"
15' - 4"
8'
- 1
1/
4"
/4
9'
- 7
/2
6'
- 1
5/
9'
- 1
3/
8"
/2
/1 6"
8"
14' - 0 1/2"
1' - 3 1/2"
5' - 3 1/2"
1'
- 3
/2
1'
- 3
/2
1'
- 3
/2
8"
30°
3/
25' - 4"
27' - 4"
18' - 9 3/8"
H S604
J S604
G S604
1' - 4 1/2" H
S604
6'
1/
2"
B S605
B S605
L S605
K S604
2'
0" 1'
8"
SEE NOTE 7
Z
AA
1'
- 3
/2
8"
8"
8"
A S605
SLOPE
33' - 11"
B S605
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
I
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C
C O
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R
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
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M
S109 1
57554 WHAY089079
NYANG BDG BEDDOWN
LOW ROOF DECK PLANS
06/09/11
K. COMO E. WOOLF
A. MARTIN
PARTIAL LOW ROOF DECK PLAN
SCALE IN FEET
0 4' 8' 16'
NO
RTH
PARTIAL LOW ROOF DECK PLAN
SCALE IN FEET
0 4' 8' 16'
NO
RTH
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. SEE DWGS S003 AND S004 FOR WIND ISOMETRICS.
3. SEE DWG S005 FOR SNOW DRIFT PLAN.
4. ROOF DECK SHALL BE 1 1/2"X0.0474 INCH DESIGN UNCOATED-
STEEL THICKNESS WIDE RIB STEEL DECK, SEE GENERAL NOTES
FOR DECK ATTACHMENT TO STEEL.
5. NOT ALL ROOF DECK PENETRATIONS SHOWN. CONTRACTOR
SHALL COORDINATE ALL DECK PENETRATIONS WITH ALL
TRADES AND DISCIPLINE DRAWINGS.
6. CONTRACTOR SHALL PROVIDE ADDITIONAL STEEL AS
REQUIRED TO SUPPORT DECK AT COLUMNS AND
PENETRATIONS.
7. 18" CABLE TRAY, 30 PLF.
KEY PLAN
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
U
V
V
W
X
Y
Z
V.5
W
X5
W12X53
W
X5
W
X5
W
X5
W12X53
W
X2
W
X4
W14X34
W24X68 W
X2
W
X3
W
X3
W14X34
W14X34
W
X2
W
X2
W
X6
W
X6
W
X6
W
X6
W
X6
W
X4
W
X4
W
X4
24K8SP
24K8SP
24K8SP
W12X53
24K8SP
24K8SP
W12X53
24K8SP
18K7SP
24K8SP
18K7SP
18K7SP
18K7SP
W12X53
W12X53
18K7SP
18K7SP
18K7SP
W12X53
W12X53
18K7SP
18K7SP
18K7SP
24K8SP
W12X53
W12X53
24K8SP
24K8SP
W12X53
24K8SP
18K7SP
W
X5
W16X26
W16X26
W
X5
W
X4
W12X53
W12X53
18K7SP
18K7SP
18K7SP
18K7SP
W12X53
W12X53
W12X53
W12X53
W14X30
W
X2
W12X53
W12X53
12K3SP
20' - 8"
25' - 4"
27' - 4"
33' - 11"
EQ
S P
9'
- 1
18K7SP
W12X53
12K3SP
12K3SP
W12X30
W12X30
W12X30
W12X53
W12X53
W12X53
W12X53
W12X53
W12X53
W12X53
W10X22
W10X22
W21X68
W14X34
W10X22
18.7
SP
'-1 1"
3'
- 8
SP
'-1
4'
- 4
EQ
S P
2'
- 1
EQ
S P
0'
- 8
EQ
S P
7'
- 1
0"
EQ
S P
6'
- 8
S301
15' - 4"
18' - 7"
16' - 8"
17' - 1 1/2"
W 8X
W
8X
8' - 10 1/4"
JO
IS
T
BE
AR
IN
G
EL
'-9
/2
JO
IS
T
BE
AR
IN
G
EL
'-1
JO
IS
T
BE
AR
IN
G
EL
'-9
/2
JO
IS
T
BE
AR
IN
G
EL
'-2
/2
JO
IS
T
BE
AR
IN
G
EL
'-7
/4
JO
IS
T
BE
AR
IN
G
EL
'-7
JO
IS
T
BE
AR
IN
G
EL
'-6
/4
JO
IS
T
BE
AR
IN
G
EL
'-5
/8
SEE
NOTE 5
SEE
NOTE 5
W12X53
W12X53
W12X53
W12X53
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2") (+2 1/2")
(+2 1/2")(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
D S605 C
S605
TYP
TYP
A S605
B S605
BRIDGING, TYP
UPLIFT BRIDGING, TYP
S304
W12X30
9'
- 8
/2
(BOS EL 124'-0")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
W
X5
W
X5
W
X5
W
X5
W
X5
W
X5
7' - 8"
9' - 7" 7' - 5"
9' - 5"
W
X5
4' - 1"
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
(+2 1/2")
W
X5
17' - 11"
W
X5
W
X5 3 W
X5
W
X5
2' - 9 1/2"
6' - 9 1/4"
SEE NOTE 9 TYP
SEE NOTE 10
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. PROVIDE STD BEAM CONN PER DETAIL ON DWG S602.
3. SEE DWG S602 FOR TYPICAL JOIST DETAILS.
4. XX INDICATES VERTICAL BRACING LOCATIONS.
5. COORDINATE LOCATION WITH ELEVATOR FURNISHED.
BOTTOM OF BEAM FLUSH WITH BOTTOM OF W12.
6. SEE DWGS S003 AND S004 FOR WIND ISOMETRICS.
7. SEE DWG S005 FOR SNOW DRIFT PLAN.
8. INDICATES MOMENT CONNECTION. SEE DWG S602 FOR
TYPICAL DETAIL.
9. TOP OF BEAM EL TO MATCH BOTTOM OF DECK EL.
10. PROVIDE STANDARD FRAMED BEAM CONNECTION WITH
1/2" CLIP ANGLES.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
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S110 1
57554 WHAY089079
NYANG BDG BEDDOWN
HIGH ROOF FRAMING PLAN
05/04/11
K. COMO E. WOOLF
A. MARTIN
HIGH ROOF FRAMING PLAN
TOS EL = SEE PLAN
SCALE IN FEET
0 4' 8' 16'
NO
RTH
KEY PLAN
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
PROVIDE FRAMING FOR ROOF HATCH
SIMILAR TO TYPICAL DUCT PENETRATION DETAIL,
SEE ARCH DWGS FOR HATCH LOCATION
U
V
V
W
X
Y
Z
V.5
18.7
20' - 8"
25' - 4"
27' - 4"
33' - 11"
0"
15' - 4"
18' - 7"
16' - 8"
9'
- 1
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8" 17' - 1 1/2"
SLOPE
SLOPE
SLOPE
SLOPE
10' - 11 1/4"
8"
6 1/2"
6 1/2"
5 3/4"
6 1/2"
ROOF DECK THIS
AREA FLAT, SEE ARCH
DWGS FOR TAPERED
INSULATION
SLOPE
SLOPE
SLOPE
SLOPE
D S605 C
S605
AH
U-
W
T=
L
BS
AH
U-
W
T=
L
BS
AHU-2
WT=5200 LBS
AHU-1
WT=6300 LBS
O
AH
U-
W T=
L
BS
AHU-3
WT=6600 LBS
MAHU-1
WT=800 LBS
ERV-2
WT=1000 LBS
A S605
B S605
5' - 3" 2' - 8"
2' - 5"
1' - 2 1/2"
1' - 1 1/2"5' - 2"
9"
2' - 1"
1'
- 5
1'
- 3
/2
2'
- 7
1/ 2"
/2
2'
- 3
1/
2"
2'
- 7
3' - 2 1/2"
4' - 2"
1'
- 3
/2
1'
- 1
1"
9' - 6 1/2"
2' - 9"
1' - 1"2' - 2" 2'
- 2
2'
- 3
/2
2'
- 7
2'
- 2
/2
8"
2' - 3"
2'
- 7
8'
- 6
9' - 1 5/8"
2' - 3"
2'
- 7
8'
- 8
/2
SEE NOTE 9
SEE NOTE 8
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
I
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F
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BU
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
L
M
S111 1
57554 WHAY089079
NYANG BDG BEDDOWN
HIGH ROOF DECK PLAN
06/09/11
K. COMO E. WOOLF
A. MARTIN
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. SEE DWGS S003 AND S004 FOR WIND ISOMETRICS.
3. SEE DWG S005 FOR SNOW DRIFT PLAN.
4. ROOF DECK SHALL BE 1 1/2"X0.0474 INCH DESIGN
UNCOATED- STEEL THICKNESS WIDE RIB STEEL DECK,
SEE GENERAL NOTES FOR DECK ATTACHMENT TO STEEL.
5. CONTRACTOR SHALL PROVIDE ADDITIONAL STEEL AS
REQUIRED TO SUPPORT DECK AT COLUMNS AND
PENETRATIONS.
7. SEE DWG S602 FOR TYPICAL STEEL FRAMING AROUND DUCT
OPENINGS.
8. 12" CABLE TRAY, 20 PLF.
9. 18" CABLE TRAY, 30 PLF.
HIGH ROOF DECK PLAN
SCALE IN FEET
0 4' 8' 16'
NO
RTH
KEY PLAN
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
PROVIDE OPENING FOR ROOF HATCH,
SEE ARCH DWGS FOR LOCATION
TOC EL
2ND FL TOS EL
113' - 7"
HIGH ROOF TOS
EL
127' - 9 1/2"
U V W X Y Z
W33X118 W24X84 W24X68W24X55 W24X68
W16X26W16X26W16X31 W16X31W24X68
HSS6X6X1/4
HSS8X8X1/4
37' - 10" 20' - 8" 22' - 1" 24' - 4" 23' - 8"
C
C
C
A
TOC EL
100' - 0"
2ND FL TOS EL
113' - 7"
V V.5
W14X22
W10X22
2L4X4X5/16X3/8
2L4X4X5/16X3/8
2L4X4X5/16X3/8
2L4X4X5/16X3/8
9' - 1"
E E
E E
E E
BB
JOIST BEARING
EL 127' 7 3/4"
TOC EL
100' - 0"
2ND FL TOS EL
113' - 7"
W24X68W24X62
W12X53W12X53
HSS6X6X1/4
HSS8X8X1/4
27' - 4"
33' - 11"
TOS EL VARIES
SEE PLAN
C
C
C
A
TOC EL
100' - 0"
2ND FL TOS EL
113' - 7"
15 17 18
27' - 4" 25' - 4"
W14X22 W14X22 W24X62 W21X50
W14X34W10X22 W21X68 W10X22
W14X30
W10X22
HSS8X
8X
1/4
HSS6X6X3/8
18.713 14
15' - 4" 18' - 7" 17' - 1 1/2"
TOS EL VARIES
SEE PLAN
C
C
D
A
TOC EL
100' - 0"
2ND FL TOS EL
113' - 7"
HIGH ROOF TOS
EL
127' - 9 1/2"
TUVWXYZAA S R
JOIST BEARING EL
115' - 8"
W21X68 W24X68W24X84W24X84 W21X48W24X84 W12X22W18X40
W18X50 W18X50 W18X50W18X50 W21X68
W21X55
HSS8X8X1/4
HSS6X6X1/4 HSS6X6X1/4HSS6X6X1/4
HSS8X8X1/4
19' - 7"26' - 9 13/16"36' - 8"37' - 10"20' - 8"22' - 1"24' - 4"23' - 8"
C
C
C
A
D D
A
C
TOC EL
100' - 0"
W12X22
HSS6X6X1/4
JOIST BEARING
EL 113'-7"
F
A
13 14
TOC EL
100' - 0"
2ND FL TOS EL
113' - 7"
HSS6X6X3/8
HSS8X8X1/4
W24X62
W14X34 TOS EL VARIES
SEE PLAN
C
C
C
A
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
I
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
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S201 1
57554 WHAY089079
NYANG BDG BEDDOWN
FRAMING ELEVATIONS
05/03/11
K. COMO E. WOOLF
A. MARTIN
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. SEE DWG S601 FOR BRACING CONNECTION DETAILS AND SCHEDULE.
SCALE IN FEET
0 4' 8' 16'
FRAMING ELEVATION AT GRID 17
SCALE IN FEET
0 4' 8' 16'
FRAMING ELEVATION AT GRID 19
SCALE IN FEET
0 4' 8' 16'
FRAMING ELEVATION AT GRID Z
SCALE IN FEET
0 4' 8' 16'
FRAMING ELEVATION AT GRID U
SCALE IN FEET
0 4' 8' 16'
FRAMING ELEVATION AT GRID 13
S108
SECTION A
SCALE IN FEET
0 4' 8' 16'
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
FRAMING ELEVATION AT GRID X
SCALE IN FEET
0 4' 8' 16'
15 17
Z
H
SS
8X 8X
1/
H
SS
8X 4X
1/
H
SS
8X 4X
1/
H
SS
8X 4X
1/
H
SS
8X 4X
1/
H
SS
8X 8X
1/
HSS8X8X1/2
HSS8X8X1/2
1/
2"
5 EQ SP = 25' - 8"2' - 10"
1' - 2"
/2
2'
10" 10"
1'
3/
4"
SL
O
PE
TOS EL 114' - 6 1/8"
TOS EL 109' - 10"
A S302
A S302
C S609
D S609
E S609
E S609
15 17
Z
SEE TYPICAL DOOR
STOOP DETAIL
DWG S501, SIM
D S507
A S609
TYP
TYP
2' - 0" 25' - 4" 2' - 0"
/2
2'
0"
10" 10"
G S507
G S507
SL
O
PE
TOC EL 99'-11 1/2"
TOC EL 94'-10 3/8"
M
1'
1/
2"
14' - 2" 10"
EXIST FND WALL
D S507
A S609
TYP
E S507
F S507
TYP 3
SIDES
/2
10"
M 8'
1/ 2"
2'
4"
3 EQ SP = 13' - 4"
TOS EL 112' - 0 1/8"
TOS EL 109' - 10"
SL
O
PE
1/
2"
1/
2"
10" 10"
B S302
B S302
C S609
D S609
E S609
E S609
HSS8X8X1/2
HSS8X8X1/2
H
SS
8X 8X
1/
H
SS
8X 4X
1/
H
SS
8X 4X
1/
H
SS
8X 8X
1/
TOC EL
100' - 0"
9'
H
SS
8X 8X
1/
H
SS
8X 8X
1/
HSS8X8X1/2
HSS8X8X1/2
S609
S609
WP EL
114' - 7 7/8"
VARIES
TOC EL
100' - 0"
H
SS
8X 8X
1/
H
SS
8X 8X
1/
HSS8X8X1/2
HSS8X8X1/2
9'
S609
S609
WP EL
112' - 1 7/8"
NOTES:
1. SEE DWG S001 FOR GENERAL NOTES.
2. SEE DWGS S003 AND S004 FOR WIND ISOMETRICS.
3. SEE DWG S005 FOR SNOW DRIFT PLAN.
4. ROOF DECK SHALL BE 1 1/2"X0.0474 INCH DESIGN UNCOATED -
STEEL THICKNESS WIDE RIB STEEL DECK, SEE GENERAL NOTES
FOR DECK ATTACHMENT TO STEEL.
5. * VERIFY DIMENSION TO EXISTING FOUNDATION WALL.
6. ** VERIFY DIMENSION AND ADJUST AS REQ'D TO MAINTAIN 2"
CLEARANCE TO EXTERIOR FACE OF BUILDING WALL.
7. ALL EXTERIOR STEEL SHALL BE GALVANIZED.
8. INDICATES CANOPY MOMENT CONNECTION. SEE DWG S609
FOR TYPICAL DETAIL.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
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M
S302 1
57554 WHAY089079
NYANG BDG BEDDOWN
CANOPY PLANS AND ELEVATIONS
06/15/11
K. COMO E. WOOLF
A. MARTIN
CATM WEAPONS CLEANING CANOPY FRAMING AND DECK PLANCATM WEAPONS CLEANING CANOPY SLAB PLAN
SCALE IN FEET
0 2' 4' 8'
SCALE IN FEET
0 2' 4' 8'
N O
R
TH
N O
R
TH
ARMORY CANOPY SLAB PLAN ARMORY CANOPY FRAMING AND DECK PLAN
SCALE IN FEET
0 2' 4' 6'
SCALE IN FEET
0 2' 4' 6'
NO
RTH
NO
RTH
S302
SECTION A
SCALE IN FEET
0 2' 4' 6'
S302
SECTION B
SCALE IN FEET
0 2' 4' 6'
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
TOC EL 100'-0"
TYPICAL EXPANSION JOINT
NOT TO SCALE
3/8" EXPANSION
JOINT MATERIAL
TYPICAL ISOLATION JOINT
NOT TO SCALE
2 LAYERS 30# FELT
TYPICAL FOUNDATION/STRIP FOOTING/STEM WALL
CONSTRUCTION JOINT DETAIL
NOT TO SCALE
CONSTRUCTION JOINT, HORIZONTAL
REINFORCING SHALL BE CONTINUOUS
THROUGH JOINT
TOP OF STEM WALL
TOP OF FOUNDATION/STRIP FOOTING
BOTTOM OF FOUNDATION/STRIP FOOTING
NOTE: WHERE CONSTRUCTION JOINT IS IN
WALLS RESISTING SOIL PRESSURE, PROVIDE
WATERSTOP AT CENTER OF WALL.
SPLICE PER GENERAL NOTES
TYPICAL EXTERIOR EQUIPMENT PAD
COORDINATE ISOLATORS
AND ANCHOR BOLTS PER
EQUIPMENT SUPPLIER
MECH/ELEC EQUIPMENT
SEE MECH/ELEC DRAWINGS
ADJACENT PAVEMENT
OR GRADE PER CIVIL
DRAWINGS
#4 @ 12" EW-T&B
NOT TO SCALE
3/4" CHAMFER
10"
6" 3'
6"
6"
8"
#4 @ 12" EW-EF
TOC EL
100' - 0"
SEE NOTE
EXISTING FOUNDATION
NEW FOUNDATION
NOTE:
FOUNDATION INFLUENCE LINE. DO
NOT DISTURB SOIL WITHIN INFLUENCE
LINE TO AVOID UNDERMINING AND
NEED TO UNDERPIN.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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C O
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BASE DEFENSE GROUP BEDDOWN
NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
14 15 16 17
J
K
L
M
S502 1
57554 WHAY089079
NYANG BDG BEDDOWN
TYPICAL CONCRETE DETAILS
05/03/11
K. COMO E. WOOLF
A. MARTIN
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
EXCAVATION NEAR EXISTING FOUNDATION DETAIL
NOT TO SCALE
D = BOLT DIAMETER
K = THREADS (2D+3" SINGLE NUT)
= THREADS (3D+3" DOUBLE NUTS)
P = BOLT PROJECTION
0' - 0 3/4"
0'
3/
4"
0'
2" 0'
0'
1/ 2"
D
K
P B
A
TOC ELEVATION PER
SCHEDULE
SQUARE PL
WELD 3
PTS
DAMAGE LAST THREAD
TO PREVENT REMOVAL
OF BOLT
D 5/8" 3/4"
1" 7/8"
1 1/8" 1 1/4" 1 3/8" 1 1/2" 1 3/4"
2" 2 1/4" 2 1/2" 2 3/4"
3"
SCHEDULE
A 2" 2" 3" 3" 3" 3" 4" 4" 4" 4" 5" 6" 6" 7"
B 8" 10"
1'-2" 1'-0"
1'-4" 1'-6" 1'-8" 1'-10" 2'-0" 2'-2" 2'-4" 2'-6" 2'-9" 3'-0"
SQUARE PL
PL 1/2"x2 1/2" SQ
PL 1/2"x3" SQ PL 5/8"x3 1/2" SQ PL 5/8"x3 1/2" SQ
PL 3/4"x4" SQ PL 3/4"x4 1/2" SQ
PL 7/8"x5" SQ PL 7/8"x5 1/2" SQ
PL 1"x6" SQ PL 1 1/4"x7" SQ
PL 1 1/2"x7 1/2" SQ PL 1 3/4"x8 1/2" SQ
PL 2"x9 1/2" SQ PL 2 1/4"x10" SQ
REMARKS
TYPE II ANCHOR BOLT
UNSLEEVED BOLT
TOC EL
100' - 0"
1'
6"
TOP OF FTG
PER SCHEDULE
ROUGHENED JOINT
REINF PER SCHEDULEREINF PER SCHEDULEREINF PER SCHEDULEREINF PER SCHEDULE
ISOLATION JOINT
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
ANCHOR BOLTS
PER SCHEDULE
LEAN CONCRETE
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
FLOOR SLABCONTINUE STEM WALL
HORIZ REINF THROUGH
PEDESTAL
C S504
SIM
EQ
S
P
O
.C . M
AX
2"
2"
TOC EL
100' - 0"
1'
6"
TH
IC
KN
ES
S
PE
R S
C H
ED
U
LE
TOP OF FTG
PER SCHEDULE
ROUGHENED JOINT
REINF PER SCHEDULEREINF PER SCHEDULEREINF PER SCHEDULEREINF PER SCHEDULE
ISOLATION JOINT
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
PEDESTAL REINF,
SEE PEDESTAL DETAILS,
S505
FLOOR SLAB
ANCHOR BOLTS
PER SCHEDULE
LEAN CONCRETE
C S504
2"
EQ
S P
O .C
. M
AX
2" 2"
3"
3"3"
3" 3"
4- TYPE II
ANCHOR BOLTS
5'
0" 5'
0"
5' - 0" 5' - 0"LENGTH / 2
UNO
W
ID
TH
U
N O
LENGTH / 2
UNO
W
ID
TH
U
N O
ISOLATION JOINT
SEE DETAIL S501
PEDESTAL
BELOW
3" 3"
3" 3"
4- TYPE II
ANCHOR BOLTS
3"3"
2" 2"
4- TYPE II
ANCHOR BOLTS
7 1/2" 7 1/2" 4” DEEP x 4" x 1' - 3"
GROUT POCKET
3" 3"
2 1/4"2 1/4"
3" 3"
4- TYPE II
ANCHOR BOLTS
4” DEEP x 4 1/2" x 1' - 3"
GROUT POCKET
1/
2"
1/ 2"
3" 3"
3"3"
1/
4"
1/ 4"
4- TYPE II
ANCHOR BOLTS
7 1/2" 7 1/2" 4” DEEP x 4 1/2" x 1' - 3"
GROUT POCKET
3" 3"
3" 3"
2" 2"
4- TYPE II
ANCHOR BOLTS
7 1/2" 7 1/2"
4” DEEP x 4" x 1' - 3"
GROUT POCKET
3" 3"
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
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NEW YORK AIR NATIONAL GUARD
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BUILDING 106
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NYANG BDG BEDDOWN
FOUNDATION SCHEDULE
05/04/11
K. COMO E. WOOLF
A. MARTIN
FOUNDATION SCHEDULE
COLUMN
DESIGNATION
FOOTING
PED TYPE
T/PEDESTAL
EL AB PATTERN AB TYPE AB SIZE COMMENTSWIDTH LENGTH THICKNESS
BOTTOM
REINFORCEMENT
TOP
REINFORCEMENT
T/FOOTING
EL
R-13 PED-2 99' - 0" AB-1 II (4) - 3/4" DIA SEE SECTION C/S506 FOR FTG INFO
R.5-14 12' - 0" 8' - 0" 1' - 6" #4@8" #4@8" 93' - 6" PED-8 99' - 0" AB-6 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION
S-13 PED-6 99' - 0" AB-2 II (4) - 3/4" DIA SEE SECTION C/S506 FOR FTG INFO
S-14 4' - 0" 4' - 0" 1' - 6" #4@12" #4@12" 93' - 6" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA S-15 6' - 0" 8' - 0" 1' - 6" #4@10" #4@10" 93' - 6" PED-8 99' - 0" AB-1 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION, SEE NOTE 2
S.4-16 6' - 0" 8' - 0" 1' - 6" #4@12" #4@12" 93' - 6" PED-8 99' - 0" AB-1 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION, SEE NOTE 2 S.6-17 #4@12" SLAB REINF 99' - 4" AB-5 II (4) - 3/4" DIA 2'-0" SQ X 18" DEEP THICKENED SLAB
T-13 PED-2 99' - 0" AB-1 II (4) - 3/4" DIA SEE SECTION C/S506 FOR FTG INFO
T-14 6' - 0" 6' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA T-15 7' - 0" 7' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA T-16 6' - 0" 6' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA
T-17.3 6' - 0" 8' - 0" 1' - 6" #4@10" #4@10" 97' - 0" PED-8 99' - 0" AB-1 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION, SEE NOTE 2 T.3-18 6' - 0" 8' - 0" 1' - 6" #4@12" #4@12" 97' - 0" PED-8 99' - 0" AB-6 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION T.6-20 4' - 0" 4' - 0" 1' - 6" #4@12" #4@12" 97' - 0" PED-9 99' - 0" AB-6 II (4) - 3/4" DIA SEE PLAN FOR ORIENTATION U-13 12' - 0" 12' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-6 99' - 0" AB-4 II (4) - 3/4" DIA U-14 8' - 0" 8' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA U-15 11' - 0" 11' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA U-17 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA U-18 8' - 0" 8' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA
U-18.7 5' - 0" 5' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA V-13 11' - 0" 11' - 0" 1' - 6" #5@10" #5@10" 92' - 8" PED-2 99' - 0" AB-1 II (4) - 3/4" DIA V-15 10' - 0" 10' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA V-17 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA V-18 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA V-19 PED-6 (SIM) 99' - 0" AB-2 II (4) - 3/4" DIA COMBINED FTG, SEE DETAIL ON S505 FOR FTG INFO
V.5-19 PED-5 99' - 0" AB-2 II (4) - 3/4" DIA COMBINED FTG, SEE DETAIL ON S505 FOR FTG INFO W-13 9' - 0" 9' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-2 99' - 0" AB-1 II (4) - 3/4" DIA W-15 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA W-17 8' - 0" 8' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA W-18 7' - 0" 7' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-2 99' - 0" AB-1 II (4) - 3/4" DIA X-13 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-6 99' - 0" AB-3 II (4) - 3/4" DIA X-15 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA X-17 11' - 0" 11' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-7 99' - 0" AB-4 II (4) - 3/4" DIA X-18 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-1 99' - 0" AB-1 II (4) - 3/4" DIA Y-13 8' - 0" 8' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-2 99' - 0" AB-1 II (4) - 3/4" DIA Y-15 9' - 0" 9' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-4 99' - 0" AB-1 II (4) - 3/4" DIA Y-17 10' - 0" 10' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-6 99' - 0" AB-3 II (4) - 3/4" DIA Z-13 7' - 0" 7' - 0" 1' - 6" #4@10" #4@10" 96' - 4" PED-2 99' - 0" AB-1 II (4) - 3/4" DIA Z-15 10' - 0" 10' - 0" 1' - 6" #6@10" #6@10" 96' - 4" PED-3 99' - 0" AB-1 II (4) - 3/4" DIA Z-17 10' - 0" 10' - 0" 1' - 6" #5@10" #5@10" 96' - 4" PED-5 99' - 0" AB-4 II (4) - 3/4" DIA
AA-13 6' - 0" 6' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-1 99' - 0" AB-1 II (4) - 3/4" DIA AA-15 4' - 0" 4' - 0" 1' - 6" #4@12" #4@12" 96' - 4" PED-1 99' - 0" AB-1 II (4) - 3/4" DIA
S103
SECTION A
S102
SECTION B
AB-1
TYPICAL EXTERIOR FOUNDATION ELEVATION TYPICAL INTERIOR FOUNDATION ELEVATION
S504
SECTION C
AB-5
AB-2
AB-4
ANCHOR BOLT PATTERNS (AB)
N O
R
TH
AB-3
AB-6
SCALE IN FEET
0 1/2' 1' 1 1/2'
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
NOTES:
1. SEE DWG S505 FOR PEDESTAL DETAILS.
2. ANCHOR BOLT PATTERN ROTATED VS
PEDESTAL AXIS.
S105 S103 S105
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
2' - 10"
2' - 0" 10"
1' - 4"
2'
1'
4"
(16) - #6
#4 TIES#4 TIES#4 TIES
2'
0"
2' - 0" 10"
" 1'
8"
(12) - #6
#4 TIES#4 TIES#4 TIES
1' - 4"
2' - 10"
1' - 4"
2' - 0"10"
2' - 10"
1'
4"
2'
0"
2'
#4 TIES#4 TIES#4 TIES
(16) - #6
10" 10"
1' - 8"
1'
8"
#4 TIES#4 TIES#4 TIES
(8) - #6
1' - 1
1' - 1 "2' - 2
1' - 1" 1' - 1"
2' - 2"
#4 TIES#4 TIES#4 TIES
(8) - #6
1' - 1" 1' - 1"
2' - 2"
1' - 1
2' - 0 "3' - 1
(12) - #6
#4 TIES#4 TIES#4 TIES
V V.5
4'
0" 4'
0"
8'
0"
3' - 5 1/2" 9' - 1" 3' - 5 1/2"
16' - 0"
A S505
TOC EL
100' - 0"
3'
8" 1'
6"
NOTE: FOR INFORMATION NOT SHOWN SEE
FOUNDATION SCHEDULE AND SECTION A/S504
#4 @ 12" EW, T&B#4 @ 12" EW, T&B
1' - 4"
1' - 1" 2' - 0"
3' - 1"
1'
4"
2'
0" 1'
1"
3'
1"
#4 TIES#4 TIES#4 TIES (16) - #6
1'
3"
1'
3"
1' - 4"
2' - 0" 1' - 3"
3' - 3"
2'
6"
(14) - #6
#4 TIES#4 TIES#4 TIES
3' - 1"
1' - 4"
1' - 1" 2' - 0"
1'
4"
2'
0" 1'
1"
3'
1"
#4 TIES#4 TIES#4 TIES
(16) - #6
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NEW YORK AIR NATIONAL GUARD
STEWART INTERNATIONAL AIRPORT
BUILDING 106
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S505 1
57554 WHAY089079
NYANG BDG BEDDOWN
PEDESTALS
05/25/11
K. COMO E. WOOLF
A. MARTIN
PEDESTAL DETAIL (PED-1) PEDESTAL DETAIL (PED-2) PEDESTAL DETAIL (PED-3) PEDESTAL DETAIL (PED-4)
PEDESTAL DETAIL (PED-8) PEDESTAL DETAIL (PED-9)
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
V-19 AND V.5-19 COMBINED FOOTING
S505
SECTION A
SCALE IN FEET
0 1' 2' 4'
SCALE IN FEET
0 1' 2' 3'
PEDESTAL DETAIL (PED-5)
SCALE IN FEET
0 1' 2' 3'
PEDESTAL DETAIL (PED-6) PEDESTAL DETAIL (PED-7)
SCALE IN FEET
0 1' 2' 3'
SCALE IN FEET
0 1' 2' 3'
no. date by ckd description
07/29/11 KVC EAW ISSUED FOR BID
1 08/30/11 BTB KVC ADDENDUM 3
BRACING CONNECTION SCHEDULE
CONNECTION
DESIGNATION
"Y" ROWS
OF BOLTS
"Z" ROWS
OF BOLTS
BOLT
SIZE
GUSSET
PLATE
THICKNESS
WELD
SIZE
A
LENGTH
B
WELD
SIZE
C
LENGTH
D
WELD
SIZE
E
LENGTH
F A
B
C
D
A
A LETTER DESIGNATION INSIDE
THE SYMBOL INDICATES THE
"CONNECTION DESIGNATION" ON
THE CONNECTION SCHEDULE TYP
EACH END OF BRACE UNO
E 2
F 2
3/4
3/4
3/4
3/4
3/4
1/2
3/8
1/2
1/2
1/2
3/8
3/16
3/16
3/16
3/16
1/4
3/16
3/16
3/16
3/16
1/4
3/16
3/16
3/16
3/16
3/16
REMARKS
SINGLE 3/8" BENT PLATE IN
LIEU OF 2L4X3 1/2X3/8
3/16
(2 x "
Z")
IN
CHES M
IN
GUSSET PL
TO MATCH OPP
END0' - 9"
0 ' - 9 "
"Z" ROWS OF
BOLTS TO MATCH
OPP END
FLANGE TO WEB CONNECTION
0 ' - 6
0'
6"
"Z" NUMBER OF ROWS OF
BOLTS PER SCHEDULE @ 3" SPA
"Y" NUMBER OF ROWS
OF BOLTS PER SCHEDULE
@ 3" SPA, 5 1/2" GAGE UNO
WP
CL COLUMN
2L4x3 1/2x3/8 LLO, CTR'D ON GUSSET
FLANGE TO FLANGE CONNECTION
INTERSECTION
WP
CL COLUMN
90°
C D C D
0' - 6
E F E F
WEB CONNECTION
AT BASE PLATE
CL COLUMN
C D C D
FLANGE CONNECTION
AT BASE PLATE
WP
E F E F
"Z" NUMBER OF ROWS OF BOLTS
PER SCHEDULE
0' - 6"
0' - 6" 0' - 6"
1/2 BEAM DEPTH UNO
WP
STIFFENER PL 3/8" UNO
TYP EA SIDE OF WEB
0' - 6"
"Z" NUMBER OF ROWS OF BOLTS
TO MATCH OPP END
TYP
3/16 3/16
INTERMEDIATE BEAM CONNECTION
ELEVATION
TYPICAL VERTICAL BRACING CONNECTIONS
DOUBLE ANGLE BRACING
90°
90°
C D MIN
C D MIN WELD FULL
LENGTH
E E
3 SIDES
1/2" 0' - 6
0'
6"
"Y" NUMBER OF ROWS
OF BOLTS PER SCHEDULE
@ 3" SPA, 5 1/2" GAGE UNO
WP
CL COLUMN
2L4x3 1/2x3/8 LLO, CTR'D ON GUSSET
90°
C D MIN
C D MIN WELD FULL
LENGTH
E E
3 SIDES
"Z" NUMBER OF ROWS OF
BOLTS PER SCHEDULE @ 3" SPA
0' - 1"
0 ' - 3 "
0 ' - 1 "
1"
1"
0' - 1"
0' - 3"
0' - 1"
1"
1"
90°
1/2"
GUSSET
PER SCHEDULE
GUSSET
PER SCHEDULE
GUSSET PL
TO MATCH OPP
END
GUSSET
PER SCHEDULE
GUSSET PER
SCHEDULE
FLANGE TO WEB CONNECTION
0'
6"
"Y" NUMBER OF ROWS
OF BOLTS PER SCHEDULE
@ 3" SPA, 5 1/2" GAGE UNO
WP
CL COLUMN
2L4x3 1/2x3/8 LLO, CTR'D ON GUSSET
FLANGE TO FLANGE CONNECTION
WP
CL COLUMN
90°
C D C D
E F E F
WEB CONNECTION
AT BASE PLATE
CL COLUMN
C D C D
FLANGE CONNECTION
AT BASE PLATE
WP
E F E F
0' - 6" 0' - 6"
1/2 BEAM DEPTH UNO
WP
STIFFENER PL 3/8" UNO
TYP EA SIDE OF WEBTYP
3/16 3/16
INTERMEDIATE BEAM CONNECTION
ELEVATION
TYPICAL VERTICAL BRACING CONNECTIONS
HSS BRACING
90°
90°
C D MIN
C D MIN WELD FULL
LENGTH
E E
3 SIDES
1/2"
0'
6"
"Y" NUMBER OF ROWS
OF BOLTS PER SCHEDULE
@ 3" SPA, 5 1/2" GAGE UNO
WP
CL COLUMN
2L4x3 1/2x3/8 LLO, CTR'D ON GUSSET
90° C D MIN
C D MIN WELD FULL
LENGTH
E E
3 SIDES
90°
1/2"
1"
1"
A B A B
1"
1"
A B A B
WELDS TO
MATCH
OPP END,
TYP
A B A B
A B A B
GUSSET PER
SCHEDULE
GUSSET PER
SCHEDULE
GUSSET TO
MATCH OPP END
GUSSET PER
SCHEDULE
GUSSET PER
SCHEDULE
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
1 1312111098765432
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