57554-105 Dwg Binder.pdf

PDF 25 MB Posted Aug 8, 2011

Attached to: Base Defense Group Beddown Federal contract opportunity
Solicitation number: W912PQ-11-B-0004
Issued by: Department of the Army New York Army National Guard

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105 DWG Binder

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Other files attached to Base Defense Group Beddown, newest first.
File	Type	Posted
Questions and Answers - Stewart BDG - 09_07_2011 - Responses.pdf	PDF	Sep 8, 2011
57554_Bldg 105_Specs-Addendum 4.pdf	PDF	Sep 8, 2011
Amendment 0004.doc	DOC document	Sep 8, 2011
57554_Bldg 106_Specs-Addendum4.pdf	PDF	Sep 8, 2011
57554_Bldg 106_Drawings-Addendum 4.pdf	PDF	Sep 8, 2011
SF 30.pdf	PDF	Sep 2, 2011
57554_Bldg 105_Drawings - Addendum 3.pdf	PDF	Sep 2, 2011
Questions and Answers - Stewart BDG - 08_31_2011 - Responses.pdf	PDF	Sep 2, 2011
57554_Bldg 106_Drawings - Addendum 3.pdf	PDF	Sep 2, 2011
57554_Bldg 106_Specs - Addendum 3.pdf	PDF	Sep 2, 2011
W912Q-11-B-0004-0002.doc	DOC document	Aug 26, 2011
57554 NYANG Beddown Stewart Subsurface Info.pdf	PDF	Aug 26, 2011
Questions and Answers - Stewart BDG - 08_24_2011 - Responses.pdf	PDF	Aug 26, 2011
57554 _Building 105 _Specs - Addendum 1.pdf	PDF	Aug 26, 2011
57554_Bldg 106_Specs - Addendum 1.pdf	PDF	Aug 26, 2011
57554_Bldg 106_ Drawings - Addendum 1.pdf	PDF	Aug 26, 2011
W912PQ-11-B-0004-0001.doc	DOC document	Aug 26, 2011
W912PQ-11-B-0004 Pre Bid Attendance Sheet.pdf	PDF	Aug 25, 2011
57554-106 Dwg Binder.pdf	PDF	Aug 8, 2011
57554-106 Spec Binder 1.pdf	PDF	Aug 8, 2011
57554-106 Spec Binder 2.pdf	PDF	Aug 8, 2011
57554-105 Spec Binder 2.pdf	PDF	Aug 8, 2011
SF 24.pdf	PDF	Aug 8, 2011
57554-105 Spec Binder 1.pdf	PDF	Aug 8, 2011
W912PQ-11-B-0004.doc	DOC document	Aug 8, 2011

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LOD

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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

C O P Y R

H T

B U

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

SEPTEMBER 16, 2010 M. FERNANDEZ

L. MONZON D. LENZ

ACCESS AND SAFETY PLAN

G001 0

57554-105G001.DWG

ACCESS & SAFETY PLAN

ACCESS AND SAFETY PLAN NOTES

ACCESS AND VEHICLE PARKING

A. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES, AND EQUIPMENT IS ILLUSTRATED ON

THIS SHEET.

B. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING OFFICER APPROVAL, AT THE CONSTRUCTION ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE CONSTRUCTION SITE. THE SIGN SHALL CONFORM TO DIVISION 1 OF THE PROJECT'S SPECIFICATIONS.

C. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT WORK AREA. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED IN

THE CONTRACTOR'S STAGING AREA.

D. LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED ON THIS SHEET.

E. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES

FROM THE ROAD TO THE STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE. THE MAINTENANCE OF HAUL ROADS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

F. CONTRACTOR SHALL COORDINATE ITS ACTIVITIES THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME.

G. CONTRACTOR SHALL USE STAGING AREA FOR MATERIAL STORAGE AND VEHICLE PARKING. CONTRACTOR

VEHICLE AND EQUIPMENT SHALL ONLY BE WITHIN THE DESIGNATED AREA.

H. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS CAUSED FROM CONSTRUCTION

ACTIVITY ON A DAILY BASIS.

I. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING CONSTRUCTION SHALL BE SEEDED

AND MULCHED TO RETURN AREA TO ORIGINAL OR BETTER CONDITION OF EXISTING SITE.

J. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY POLICE WHEN ENTERING THE

BASE AND MAY EXPERIENCE DELAYS.

K. SITE SHALL BE CLOSED OFF THROUGH THE USE OF TEMPORARY FENCE AT THE CONTRACTOR'S EXPENSE.

L. ADDITIONAL SECURITY ACCESS PROCEDURES WILL BE ADDRESSED AT THE PRE-CONSTRUCTION MEETING.

COORDINATION AND COMMUNICATION DURING CONSTRUCTION

A. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE SUBCONTRACTORS ARE ON SITE. THE SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR BASIS.

B. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS ESTABLISHED AND APPROVED BY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

C. EROSION CONTROL DEVICES SHALL BE UTILIZED AS DEFINED AND APPROVED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. SUBMISSION AND APPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL

PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR.

TRAFFIC CONTROL

A. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY PAINT DESIGNS, INSIGNIAS OR

OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

B. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

C. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING PAVEMENT THAT IS TO REMAIN.

D. NO PEDESTRIAN TRAFFIC INSIDE THE CONSTRUCTION LIMITS WILL BE PERMITTED.

E. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION EQUIPMENT OR CONSTRUCTION TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT ITS OWN EXPENSE TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

EQUIPMENT AND STOCKPILE HEIGHT

A. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY WIND FORCES.

EXCAVATION AND TRENCHES

A. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

BARRICADES WITH FLASHING AMBER LIGHTS ACCEPTABLE TO THE CONTRACTING OFFICER.

OTHER SAFETY REQUIREMENTS

A. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS.

B. DEBRIS-WASTE AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT AND HELICOPTER LANDING GEAR, PROPELLERS AND ROTORS OR OF BEING INGESTED BY JET ENGINES SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT MOVEMENT AREAS. MATERIAL DROPPED WITHIN THESE AREAS SHALL BE REMOVED CONTINUOUSLY DURING WORKING

HOURS.

C. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO

THE BASE.

CONTRACTOR SAFETY PLAN SUBMITTALS

A. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN WITH HIS/HER PROJECT SCHEDULE. THE SAFETY PLAN SHALL CONFORM TO DIVISION I OF THE PROJECT SPECIFICATIONS AND IDENTIFY THE FOLLOWING ITEMS:

1. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.

2. TEMPORARY MARKINGS TO BE USED, IF ANY.

3. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.

4. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE BASE.

GENERAL NOTES:

1. SPECIFIC AREA LIMITS AS INDICATED ON PLAN ARE APPROXIMATE.

LIST OF ABBREVIATIONS

MM MILLIMETERS

AC ASBESTOS CEMENT PIPE

ALUM ALUMINUM

ASSY ASSEMBLY

ANG AIR NATIONAL GUARD

AT / FP ANTI TERRORISM / FORCE PROTECTION

BIT BITUMINOUS CONCRETE

BLDG BUILDING

CB CATCH BASIN

CATV CABLE TELEVISION

CI CAST IRON PIPE

CLF CHAIN LINK FENCE

CO CLEANOUT

CONC CONCRETE

DI DUCTILE IRON PIPE

DIA DIAMETER

DMH DRAINAGE MANHOLE

E EASTING

EL ELECTRICAL

EMH ELECTRIC MANHOLE

FAR FEDERAL AVIATION REGULATION

FF FINISH FLOOR

GALV GALVANIZED

HMA HOT MIX ASPHALT

HT HEIGHT

HYD HYDRANT

INV INVERT

KSM KILOGRAM / SQUARE METER

LF LINEAR FOOT

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

N NORTHING

NO NUMBER

NOM NOMINAL

OC OFF CENTER

OD OUTSIDE DIMENSION

POB POINT OF BEGINNING

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE PIPE

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

SESC SOIL EROSION AND SEDIMENT CONTROL

SMH SANITARY MANHOLE

SQ FT SQUARE FOOT

SQ M SQUARE METER

TYP TYPICAL

UP UTILITY POLE

VC VITRIFIED CLAY PIPE

W/O WITHOUT

SCALE IN FEET

120' 240'

SITE ACCESS /

HAUL ROUTE

BASE ENTRY

PROJECT

LIMITS

CALLOUT IDENTIFICATION

SECTION AND DETAIL SYMBOL IDENTIFIERS:

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE ON THE

SAME DRAWING)

LETTER OR NUMBER

DESIGNATOR

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR (MAY NOT

BE PRESENT IF CALLOUT AND TITLE

ARE ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

STAGING

AREA

SIM

C101

SIM

C101

SIM

C101

SIM

C101

7/29/11 ISSUED FOR BIDLRM DDL0

PIV

4"8"

4" D

4" DIP

8" 8"

IW MH IW1

RIM=430.12

INV IN=423.95

INV OUT=422.95

IW MH IW2

RIM=435.96

INV IN=424.65

INV OUT=425.57

IW MH MH4

RIM=437.20

INV IN=426.60

INV OUT=426.50

RIM=437.59

INV IN=426.80

INV OUT=426.72

LODLOD

DLOD

LODLODLODLOD

LODLODLODLODLOD

LOD

LOD LOD LOD

LOD

GRAVEL

CONC

ASPHALT

CONC

ASPHALT

CONC

ASPHALT

DOCK

ASPHALT

B A

Y D

O O

R S

CHAIN LINK FENCE 7' HIGH

CONC WALK

A S

P H

LT D

C O

N C

DOCKS

PLANT AREABBALL HOOP

GATE

2" METAL POST

CONC

SWALE

DITCH

SWALE

UTIL. BOXES

ASPHALT

GATE POST

A C

18"CLUMP

4"SPRUCE

4"PINE

ASPHALT

PARKINGAREA

PLANTAREA

ELECTRIC

POSTS

ELECTRIC

POST

UNKNOWN

VALVE

FUELTANK

10"SPRUCE

B A

Y D

O O

R S

GATE POST

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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

C O P Y R

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

APRIL 18, 2011 M. FERNANDEZ

L. MONZON D. LENZ

DEMOLITION PLAN

C100 0

57554-105C100.DWG

BUILDING 105

REMOVE EXISTING WATER

LINE, VALVE AND BOX,

APPROXIMATELY 62 LF

DEMOLITION NOTES:

1. SURVEY INFORMATION WAS PROVIDED BY TEC LAND SURVEYING IN JANUARY 2011.

2. HORIZONTAL DATUM IS NAD83 NEW YORK STATE PLANE COORDINATE SYSTEM, VERTICAL DATUM IS

NAVD88 (GEOID03).

3. BENCHMARKS ARE AS INDICATED ON PLAN.

4. AT / FP = ANTI-TERRORISM / FORCE PROTECTION.

5. CLEARING AND GRUBBING SHALL BE THE THE FIRST ITEM OF WORK AFTER THE INSTALLATION OF EROSION

CONTROL MEASURES.

6. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXISTENCE

AND LOCATION OF ALL UTILITIES PRIOR THE START OF CONSTRUCTION.

7. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. ANY DAMAGE TO EXISTING UTILITIES TO

REMAIN SHALL BE IMMEDIATELY REPAIRED AT CONTRACTOR'S EXPENSE.

8. PAVEMENT DEMOLITION SHALL INCLUDE ALL COURSES TO SUBGRADE AND SHALL BE IN ACCORDANCE

WITH SPECIFICATION SECTION 024100.

9. EXISTING PAVEMENT EDGES SHALL BE SAW CUT IN LOCATIONS SHOWN TO PROVIDE A CLEAN EDGE FOR

CONSTRUCTION OF PAVEMENT.

10. CONTRACTOR SHALL REMOVE ALL TREES & SHRUBS AS INDICATED OR WITHIN 33' OF BUILDING.

11. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT INDICATED TO BE REMOVED SHALL BE

PROTECTED FROM DEMOLITION AND OTHER CONSTRUCTION ACTIVITIES.

12. VERIFY ALL ITEMS TO BE REMOVED WITH CONTRACTING OFFICER PRIOR TO BEGINNING OF WORK.

13. ALL DEMOLISHED MATERIALS SHALL BE REMOVED FROM SITE AND BE DISPOSED OF IN ACCORDANCE WITH

STATE AND FEDERAL REGULATIONS.

14. DAMAGE TO PAVEMENT AREAS TO REMAIN SHALL BE REPAIRED OR REMOVED AND REPLACE AT NO

ADDITIONAL COST TO GOVERNMENT.

BM 1

CONTROL POINT 6

N=970846.89 E=605131.71

EL=433.29

BM 2

CONTROL POINT 1

N=970691.00 E=605152.87

EL=429.94

BM 3

CUT ON BASE

OF LTP

EL=435.33

ASPHALT REMOVAL

LOD LIMITS OF DISTURBANCE

REMOVE

SAND PITS

REMOVE EXISTING

GATE, POSTS TO

REMAIN

LEGEND

CONCRETE REMOVAL

SURVEY BENCHMARK

TREE REMOVAL

/ / FENCE REMOVAL

// // UTILITIES REMOVAL

SHED

NORTH

SCALE IN FEET

20'10' 40'

DEMOLISH SHED

REMOVE

BASKETBALL

HOOP

REMOVE END

SECTION

BM 4

N=970932.92 E=605366.49

EL=434.08

82' AT / FP

33' AT / FP

148' AT / FP

BM 5

U-CUT ON

HYDRANT

EL=435.01

BM 6

N=970867.94 E=605493.97

EL=433.99

DOCKS TO BE

RELOCATED,

COORDINATE

LOCATION WITH

CONTRACTING

OFFICER

BUILDING 106

INLET TO

REMAIN

REMOVE "DO NOT

ENTER" SIGN

7/29/11 ISSUED FOR BIDLRM DDL0

SAW CUT

IW MH IW1

RIM=430.12

INV IN=423.95

INV OUT=422.95

LODLOD

DLOD

LODLODLODLOD

LODLODLODLODLOD

LOD

LOD LOD LOD

LOD

GRAVEL

CONC

ASPHALT

CONC

ASPHALT

B A

Y D

O O

R S

CHAIN LINK FENCE 7' HIGH

DITCH

GATE POST

A C

B A

Y D

O O

R S

GATE POST

LOD

LODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD

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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

C O P Y R

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

APRIL 18, 2011 M. FERNANDEZ

L. MONZON D. LENZ

SITE AND LANDSCAPE PLAN

C101 0

57554-105C101.DWG

33' AT / FP

82' AT / FP

148' AT / FP

SITE PLAN

NORTH

SCALE IN FEET

20'10' 40'

BUILDING 105

CONCRETE APRON

LOD LIMITS OF DISTURBANCE

NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING IMPROVEMENTS.

2. AT/FP = ANTI-TERRORISM / FORCE-PROTECTION.

3. ALL DISTURBED AREAS OUTSIDE OF PAVEMENT SHALL BE TOPSOILED AND SEEDED IN ACCORDANCE

WITH SPECIFICATIONS SECTION 329200. REFER TO SHEET C502 FOR SEED MIX AND NOTES.

4. FOR BICYCLE RACK REQUIREMENTS, SEE SPECIFICATION SECTION 129300. SIZE BIKE RACK AND

CONCRETE PAD TO ACCOMMODATE 3 BICYCLES.

5. ANY JOINTING CHANGES DUE TO CONTRACTOR'S PAVING OPERATION SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

6. FOR EQUIPMENT PAD LOCATIONS, SEE MECHANICAL DRAWINGS.

7. FILL AREA WITH STONE STRIP MATERIAL. SEE DETAIL 6, SHEET C501.

C500

BICYCLE RACK

AND CONCRETE

PAD, SEE NOTE 4

C501

3.5'x5' CONCRETE

PAD

LAWN

CONCRETE SIDEWALK

C500

LEGEND

DOWELED CONSTRUCTION JOINTD

PROPOSED TO EXISTING

PAVEMENT TRANSITION

(TYP.)

C500

DUMMY CONSTRACTION JOINTH

C500

33'

CONCRETE EQUIPMENT PAD

C500

PAVEMENT

EDGE (TYP.) C500

6.5'x5' CONCRETE

PAD

18'

LIMIT OF SEEDING

(TYP.)

REINFORCED CONCRETE PAVEMENTR C500

HHHHH

HHHHTH

HHHTH

HHHH

14 @ 9.87' = 138.14'

.0 0'

H H H H H H H

H H H H H H H H

H H H H H

H H H H H H H H

H D

D D D D D D D D D D D

D D D D D D D D D D D D D D

D D D D D D D D D D D D

D D D D D D D D D D D D D

D D D D D D D D D D D

D D D D D D D D D D

D D D D D D D D D

AINSET

NORTH

0 20'10'

SCALE IN FEET

R R

2' MIN. (TYP.)

5'x5' C500

18" WIDE STONE STRIP

SECTION (TYP.)

SEE NOTE 7

(T Y

ASPHALT PAVEMENT REPAIR

R7-3

R7-8

R7-3

REMOVABLE BOLLARD

@ 4.5' SPACING

(TYP. OF 2)

C500

ACCESSIBLE AISLE

STRIPPING C501

PARKING SIGN

(TYP.) C501

ACCESSIBLE AISLE

PARKING STALL

SYMBOL (TYP.)

7/29/11 ISSUED FOR BIDLRM DDL0

T T

T T DD

R R

H H H H H

H H H

H H HT T T T T T T T

T T T T T T T T

R R

ISOLATION JOINTT

C500

TRENCH

DRAIN

STONE STRIP

C501

4"8"

IW MH IW1

RIM=430.12

INV IN=423.95

INV OUT=422.95

LODLOD

DLOD

LODLODLODLOD

LODLODLODLODLOD

LOD

LOD LOD LOD

LOD

DITCH

A C

U E

UE UE

U E

C O P Y R

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

APRIL 19, 2011 M. FERNANDEZ

L. MONZON D. LENZ

UTILITIES PLAN

C102 0

57554-105C102.DWG

BUILDING 105

8" DI

PIV

TYP.

C502

1 CONNECT TO

EXISTING AT

VALVE

LOD LIMITS OF DISTURBANCE

LEGEND

FP WATER LINE

C502

POST INDICATOR VALVE (PIV)

ELECTRIC HANDHOLE

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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

REMOVE AND REPLACE

SIDEWALK OR PAVEMENT

AS NECESSARY (TYP.)

NORTH

SCALE IN FEET

20'10' 40'

NOTES:

1. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES

PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN. ANY

DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE IMMEDIATELY

REPAIRED AT CONTRACTOR'S EXPENSE.

3. FOR DRAINAGE INFORMATION, SEE SHEET C103.

4. PRIOR TO ANY LAND DISTURBING ACTIVITIES, SOIL EROSION AND

SEDIMENT CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH

THE APPROVED SOIL EROSION AND SEDIMENT CONTROL (ESC) PLAN. SEE

SHEET C103.

5. FOR REQUIREMENTS WHERE WATER LINE CROSSES ANOTHER UTILITY.

SEE DETAIL 5 ON SHEET C501.

6. ADJUST TOPS OF EXISTING STRUCTURES TO FINISHED GRADE ELEVATION.

7. INSTALL THRUST BLOCKS ON FIRE PROTECTION PIPE IN ACCORDANCE

WITH DETAIL 4 ON SHEET C501 AND SPECIFICATION SECTION 333900.

8. FOR CONTINUATION OF UTILITIES INSIDE BUILDING, SEE MECHANICAL

DRAWINGS.

9. FOR ELECTRICAL UTILITIES INFORMATION SEE SHEET E003.

UNDERGROUND ELECTRICAL DUCTBANK

NEW UTILITY INTERFACE

WITH EXISTING BUILDINGC501

LODLOD

DLOD

LODLODLODLOD

LODLODLODLODLOD

LOD

LOD LOD LOD

LOD

SWALE

DITCH

SWALE

18"RCP

INV=426.99

INV=429.02

12"RCP

A C

OBSCURED

RIM=432.56

431.30 AT BOT

418.09 AT BOT

RIM=429.58

INV=415.10

66"RCP

MONITORING

WELL

434.25

434.46

434.25

432.40

432.50

432.50 432.40

431.90

426.00

425.50

C O P Y R

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

APRIL 19, 2011 M. FERNANDEZ

L. MONZON D. LENZ

GRADING AND DRAINAGE PLAN AND

SOIL EROSION & SEDIMENT CONTROL PLAN

C103 0

57554-105C103.DWG

BUILDING 105

FF=434.50

LEGEND

STORM LINEST

LOD LIMIT OF DISTURBANCE

EXISTING CONTOUR

PROPOSED CONTOUR

DROP INLET

C502

NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES IN THE FIELD PRIOR TO

THE START OF CONSTRUCTION.

2. WHERE NOTED AS "MATCH", NEW PAVEMENTS AND GRADES SHALL MEET

EXISTING GRADE ELEVATIONS.

3. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS / STRUCTURES.

4. PRIOR TO ANY LAND DISTURBING ACTIVITIES, SOIL EROSION AND

SEDIMENT CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH

THE APPROVED SOIL EROSION AND SEDIMENT CONTROL (ESC) PLAN.

5. ALL DISTURBED AREAS TO REMAIN UNPAVED SHALL BE SEEDED IN

ACCORDANCE WITH THE SPECIFICATIONS.

6. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK SMOOTHLY INTO

EXISTING, PROVIDING ROUNDING AT ALL TOP AND BOTTOM OF SLOPES.

7. ALL AREAS ADJACENT TO BUILDING LINES SHALL BE GRADED TO DRAIN

AWAY FROM THE BUILDING TO PREVENT PONDING. ALL FINISH GRADE

SURFACES SHALL BE FREE FROM IRREGULAR GRADE CHANGES.

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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

NORTH

SCALE IN FEET

20'10' 40'

DROP INLET

GR=431.5

INV. = MEET EXIST.

(429.0 ±) N=970752.81 E=605085.14

ADJUST TOP

OF INLET

TRENCH

DRAIN C504

INLET PROTECTION

SILT FENCE C504

C504

MATCH

EXISTING

(TYP.)

PROPOSED SPOT ELEVATION435.00

GR=431.95

INV.= 431.0

N=970801.35 E=605016.79

GR=431.6

INV.= 430.2

N=970771.18 E=605035.44

GR=431.7

INV.= 430.6

N=970791.14 E=605148.63

INV. = 427.0

PERMANENT

CHECK DAM

OUTLET CONTROL

STRUCTURE

TOP EL. 429.0

INV. 428.0 (12" WIDE WEIR)

INV. 426.5 (6" ORIFICE)

INV. 425.5 (3" ORIFICE)

INV. 423.0 (6" UNDERDRAIN)

INV. 423.0 (OUT)

6" PERFORATED

PVC @ S = 0.5%

CLEAN OUT

35 LF OF18" RCP

@ S = 1.0%

CONNECT TO

EXISTING INLET AT

INV. 422.65

18'

C503

GRASS

SWALE C503

PAVEMENT

OR SIDEWALK

RESTORATION

(TYP.)

C504

2TRENCH

DRAIN

INLET

PROTECTION

MEET EXISTING,

BOTH SIDES

MEET EXISTING,

BOTH SIDES

RCP END SECTION

PERMANENT CHECK DAM

C503

CONNECT TO

EXISTING

N=970714.42 E=605237.38

RIP RAP

APRON

3" THICK LAYER OF 1"

RIVER JACK OVER

PERMEABLE WEED

BARRIER FABRIC

STEEL EDGING

18"

C101

3STONE STRIP SECTION

NOT TO SCALE

PROPOSED BUILDING

PROVIDE POSITIVE

DRAINAGE

PAVEMENT EDGE

SLOPE TO DRAIN1.

LAWN/GRADE

C101

11PAVEMENT EDGE

NOT TO SCALE

1/ 4"

1/2"1/8"

1/8" RAD 1/4" RAD

CONTRACTION JOINT EXPANSION JOINT

1/2"x1/2" JOINT

SEALANT

PRE-FORMED EXP.

JOINT MATERIAL

NOTES:

1. CONTRACTION JOINTS TO BE LOCATED AT

5'-0" CENTERS PERPENDICULAR TO THE

LONGITUDINAL AXIS OF SIDEWALK.

2. EXPANSION JOINTS TO BE LOCATED IN

ACCORDANCE WITH SPECIFICATION OR

EVERY 25'-0".

BCONCRETE SIDEWALK JOINT

@ 25' CTRS. MAX

EXPANSION JOINTS

CONTRACTION

(TYP)

5' MAX

JOINTS

SECTION A

PLAN

C101

2CONCRETE SIDEWALK

NOT TO SCALE

S E

E P

6" PORTLAND CEMENT

CONCRETE

6" CRUSHED ROCK BASE

COURSE

COMPACTED SUBGRADE

NOTE:

ALL SIDEWALKS SHALL HAVE A 1.8% MAX. CROSS

SLOPE AWAY FROM BUILDING AND TOWARDS

GUTTER LINES OR CURB LINES AS INDICATED ON

THE PLANS.

SMOOTH ROUNDED

CONCRETE

NOTES:

1. PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6

QUALITY AND 1.0 MIL. MINIMUM PROFILE DEPTH. FIRST COAT IS TO

BE ALKYD PRIMER AT MINIMUM 40% SOLIDS BY VOLUME. APPLIED

AT 2 MILS DRY. SECOND AND THIRD COATS ARE TO BE ALKYD

GLOSS ENAMEL MINIMUM 40% SOLIDS BY VOLUME. EACH COAT

APPLIED AT 1.5 MILS DRY. TOTAL COATING 5 MIL. MINIMUM DRY

FILM.

2. WELD 3/8" CIRCULAR PLATE TO POST, TOP & BOTTOM.

FINISH

GRADE

CONCRETE

6" DIA STD WT

STEEL PIPE

MIN

C101

7REMOVABLE BOLLARD

NOT TO SCALE

3' -0

3"20"

4' -0

3. BOLLARD SHALL BE LOCKABLE IN PLACE.

4. PROVIDE TRAFFIC RATED LID FOR WHEN BOLLARD IS NOT IN PLACE.

C101

RIGID CEMENT CONCRETE

APRON PAVEMENT

NOT TO SCALE

12" PORTLAND CEMENT CONCRETE

8" CRUSHED ROCK BASE

#4 EPOXY COATED

BARS @ 6" O.C. BOTH WAYS

(REINFORCED CONCRETE

ONLY)

6" MIN. COVER

AND EDGE

DISTANCE

PROOF-ROLLED SUBGRADE

NOTE:

1. REINFORCE ODD SHAPED PANELS.

2. PROVIDE GEOTEXTILE FABRIC BETWEEN

STONE BASE AND SUBGRADE. FABRIC SHALL

BE MIRAFI 500X OR APPROVED EQUAL.

C101

PROPOSED TO EXISTING

PAVEMENT TRANSITION

NOT TO SCALE

NEW CONCRETE

EDGE OF EXISTING

PAVEMENT

EXISTING

UNDERLYING

MATERIAL

EXIST.

BITUMINOUS

PAVEMENT

SAW CUT AND REMOVE

EXISTING ASPHALT. TACK COAT

AND REPLACE WITH NEW HMA12"

COMPACTED

SUBGRADE

12"

THICKENED

EDGE TO

NEAREST JOINT

BUT NOT LESS

THAN 10'

TACK COAT

NOTES:

1. PROVIDE NUVO 3405 JOINT SEALANT OR

APPROVED EQUAL.

2. NEW ASPHALT SECTION SHALL BE 2"

SURFACE COURSE ASPHALT, 4" BASE

COURSE ASPHALT, 6" AGGREGATE BASE

COURSE.

GREASE ONE END

OF DOWEL.

SOLID STEEL EPOXY COATED DOWEL 3/4"

DIA - 18" LONG SPACED AT 12" OC BAR

CLEARANCE AT EDGE OF PANEL SHALL

BE A MINIMUM OF 6" AND A MAXIMUM OF 9"

CLEARANCE.

DOWELS SHALL BE EPOXYED INTO

DRILLED HOLES HAVING A DIAMETER OF

1/8'' LARGER THAN THE DOWEL

DIAMETER. HOLES SHALL NOT BE

DRILLED UNTIL AT LEAST 48 HOURS

AFTER CONCRETE IS POURED.

D - DOWELED CONSTRUCTION JOINT 8

NOT TO SCALE

L/2

C101

H - DUMMY CONTRACTION JOINT 9

NOT TO SCALE

C101

COORDINATE ISOLATORS AND ANCHOR

BOLTS PER MECH UNIT SUPPLIER

MECH UNIT

SEE MECH

PLANS

EXTERIOR SLAB ON GRADE

OR SIDEWALK

#4 @ 12" EW-T&B

3' -6

10"

3/4" CHAMFER

6" TYP 8"

#4 @ 12" EW-EF

C101

CONCRETE

EQUIPMENT PAD

NOT TO SCALE

4" DIA SCHEDULE 80 STEEL PIPE

W/ SAFETY YELLOW PAINT

FILLED WITH CONCRETE

3" C

2" CL

2" C

L 3"

C L

INTERMEDIATE

COURSE

SURFACE COURSE

5. PROVIDE BOLLARD COVER, COLOR TO BE COORDINATED WITH

CONTRACTING OFFICER.

NON-EXTRUDING PREFORMED

COMPRESSABLE MATERIAL

C101

10T - ISOLATION JOINT

NOT TO SCALE

SAWED JOINT FACE

BUTTED JOINT

PAVEMENT

SURFACE

PREFORMED

COMPRESSION

SEAL

OIL OR

LUBRICATE AS

SPECIFIED

NOTES:

1. DEPTH (D) & WIDTH (W) : AS RECOMMENDED BY MANUFACTURER

PER TYPE OF SEAL BEING USED.

(DEPTH NOT LESS THAN 1.5 INCHES)

2. TOP OF PREFORMED SEAL WILL BE 1/8 - 1/4 INCH BELOW

PAVEMENT SURFACE.

3. COMPRESSION SEAL MUST BE IN COMPRESSION AT ALL TIMES.

5CONSTRUCTION JOINT SEALING

NOT TO SCALE

1/4"R (TYP)

3/ 8" 1/

NON-EXTRUDING

PREFORMED

COMPRESSIBLE

MATERIAL

PAVEMENT SURFACE

OR STRUCTURE

1/4"R

(TYP)

PREFORMED

COMPRESSION

SEAL

NOTES:

1. DEPTH (D) & WIDTH (W) : AS RECOMMENDED BY MANUFACTURER

PER TYPE OF SEAL BEING USED.

(DEPTH NOT LESS THAN 1.5 INCHES)

2. TOP OF PREFORMED SEAL WILL BE 1/8 - 1/4 INCH BELOW

PAVEMENT SURFACE.

3. COMPRESSION SEAL MUST BE IN COMPRESSION AT ALL TIMES.

OIL OR

LUBRICATE AS

SPECIFIED

6ISOLATION JOINT SEALING

NOT TO SCALE

3/ 8" 1/

C O P Y R

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APRIL 26, 2010 M. FERNANDEZ

L. MONZON D. LENZ

DETAILS

C500 0

57554-105C500.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

C O P Y R

R N

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

MECHANICAL ABBREVIATIONS AND

SYMBOLS LIST

M001 57554M001.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M001.DWG 7/26/2011 4:44 PM CPARRA

BALANCING VALVE

PB DAMPER

OB DAMPER

STATIC PRESSURE SENSOR

LOW LEVEL

HIGH LEVEL

VARIABLE FREQUENCY DRIVE

HAND-OFF-AUTOMATIC SWITCH

STARTER OR CONTACTOR

MINIMUM POSITION SET POINT

DAMPER MOTOR

SMOKE DETECTOR

SUMMER/WINTER SWITCH

OUTDOOR TEMPERATURE

TEMPERATURE

SPACE THERMOSTAT

3-WAY CONTROL VALVE

MANUAL AIR VENT - SEE SPECIFICATIONS

THERMOMETER

MOTORIZED VALVE

RELIEF, SAFETY OR THERMAL RELIEF VALVE

3-WAY PLUG VALVE (2-PORT)

STOP CHECK VALVE

ANGLE VALVE

REMOVABLE PLUG

REMOVABLE CAP

FLOW METER

(I.F.) INSULATING FLANGE

AIR COCK

PIPE WITH HEATING CABLE

SHUT OFF VALVE

GLOBE VALVE

BUTTERFLY VALVE

CHECK VALVE

PLUG VALVE

3 - WAY VALVE

HOSE GATE DRAIN VALVE

NEEDLE VALVE

BALL VALVE

HOSE BIB (HB)

WALL HYDRANT (WH)

AUTOMATIC AIR VENT ASSEMBLY

BLIND FLANGE

REDUCER (CONCENTRIC)

UNION

WELD CAP

FLOW SWITCH

2-WAY CONTROL VALVE

HOA

VFD

COOLING COIL

HEATING COIL

FOR APPROPRIATE VALVE TYPE.

TS SPACE TEMPERATURE SENSOR

AUTO DRAIN VALVEADV

DUCT STATIC

CARBON DIOXIDE MONITOR

C02

HUMIDISTAT UNIT MOUNTED

AMS

AIR FLOW

FILTER

TEST CONNECTION

FAN

REDUCER (ECCENTRIC)

OUTSIDE SCREW & YOKE

OS&Y

PADDLE BLIND FLANGE

SENSOR/TRANSMITTER

PRESSURE SENSOR

SENSOR/TRANSMITTER

MONITORING STATION

DETAIL/SECTION TITLE

NUMBER = DETAIL DESIGNATOR

LETTER = SECTION DESIGNATOR

DRAWING WHERE

DETAIL/SECTION IS TAKEN

DETAIL 1

M002

SECTION CUT SYMBOL

SECTION

DESIGNATOR

INDICATES PERSPECTIVE

AND LIMITS OF SECTION

DRAWING WHERE

SECTION IS SHOWN

A M003

DETAIL CALLOUT SYMBOL

M001

INDICATES

LIMITS OF

DETAIL

DESIGNATOR

DRAWING WHERE

DETAIL IS SHOWN

FMO-1

DE - DENSITY ELEMENT

CONTROL FUNCTION LINE

SAMPLE CONNECTION

(FT)-FLOW TAP

(PT)-PRESSURE TAP

(TW)-TEST WELL

PDT-DIFFERENTIAL PRESSURE TRANSMITTER

PDS-DIFFERENTIAL PRESSURE SWITCH

PDC-DIFFERENTIAL PRESSURE CONTROLLER

PT-PRESSURE TRANSMITTER

PS-PRESSURE SWITCH

PC-PRESSURE CONTROLLER

RTD-RESISTANCE TEMPERATURE DEVICE

TT-TEMPERATURE TRANSMITTER

TS-TEMPERATURE SWITCH

TC-TEMPERATURE CONTROLLER

FT-FLOW TRANSMITTER

FS-FLOW SWITCH

FC-FLOW CONTROLLER

FI-FLOW INDICATOR

LT-LEVEL TRANSMITTER

LS-LEVEL SWITCH

LC-LEVEL CONTROLLER

LI-LEVEL INDICATOR

GG-GAUGE GLASS

FLOW METERING ORIFICE

PRESSURE GAUGE

SELF CONTAINED PRESSURE

LOCKED CLOSED

LOCKED OPEN

REDUCING (REGULATING) VALVE

BACKFLOW PREVENTION ASSEMBLY

MOTOR

SOLENOID

FOR NET FREE AREA)

ACOUSTICAL LINING (DUCT DIMENSIONS

VARIABLE AIR VOLUME TERMINAL BOX

BACKDRAFT DAMPER

VOLUME DAMPER, MANUAL OPERATION

CONTROL DAMPER, MOTOR OPERATED

FLEXIBLE DUCT CONNECTION

RECTANGULAR ELBOW W/TURNING VANES

TEE W/TURNING VANES

RISE IN RESPECT TO AIR-FLOW

DROP IN RESPECT TO AIR-FLOW

SQUARE OR RECTANGULAR TO

ROUND TRANSITION

SUPPLY OR OUTSIDE AIR DUCT SECTION

RETURN OR EXHAUST AIR DUCT SECTION

ROUND FLEXIBLE DUCT (5'-0" MAX LENGTH)

SQUARE OR RECT. DIFFUSER

THERMOSTAT

HUMIDISTATH

ACCESS DOOR (AD), ACCESS PANEL (AP)

FIRE DAMPER:

SHOW VERTICAL (WALL)

SHOW HORIZ. (FLOOR)

FIRE/SMOKE (F/SD)-

SMOKE-

DAMPERS: (SD)S

HEAT STOP FOR FIRE RATED CLG

POWER OR GRAVITY ROOF

VENTILATOR-EXHAUST

VENTILATOR-INTAKE

POWER OR GRAVITY ROOF

VENTILATOR-LOUVERED

LOUVERS AND SCREEN

36x24L

UNIT HEATER, HORIZONTAL

PRESSURE SENSOR CONTROLPS

FLEX CONNECTION

?" HWS HOT WATER SUPPLY

HOT WATER RETURN?" HWR

?" CD CONDENSATE DRAIN

?" CWS CHILLED WATER SUPPLY

CHILLED WATER RETURN?" CWR

CO CARBON DIOXIDE SENSOR

A. THE DRAWINGS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF DUCTWORK, PIPING,

EQUIPMENT, AND ACCESSORIES. THE EXACT LOCATION OF THESE ITEMS IS SUBJECT TO

CHANGE BY FIELD CONDITIONS AND SHALL BE MADE AS REQUIRED WITHOUT ADDITIONAL COST

TO THE CLIENT. MEASUREMENTS SHALL BE VERIFIED BY ACTUAL OBSERVATION AT THE

CONSTRUCTION SITE.

B. COORDINATE INSTALLATION OF ALL DUCTWORK, PIPING, AIR DEVICES, AND EQUIPMENT WITH

ALL WIRING, LIGHTING, AND PIPING. COORDINATE LOCATIONS OF AIR DEVICES WITH

ARCHITECTURAL REFLECTED CEILING PLAN. THE CONTRACTOR SHALL FIELD INVESTIGATE THE

PLUMBING, FIRE PROTECTION, ELECTRICAL, STRUCTURAL, AND FINISH CONDITIONS THAT

SHALL AFFECT THE WORK TO BE PERFORMED. UPON COMPLETION OF FIELD

INVESTIGATION,CONTRACTOR SHALL ARRANGE FOR WORK TO BE PERFORMED ACCORDINGLY.

C. EXACT LOCATIONS OF EQUIPMENT SHALL BE COORDINATED WITH CONTRACTING OFFICER

PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

MANUFACTURER SPECIFIED CLEARANCES FOR ALL EQUIPMENT.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SUSPENDED EQUIPMENT WITH

STRUCTURAL MEMBERS.

GENERAL NOTES

24x12 12Ø

AFF

AHU

ARV

BLE

BLVD

BOD

CUH

COD

CONC

DAT

ELL

ESP

EXIST

FLA

FOB

FOT

INV. EL.

MCA

MOP

PBE

POE

PSIA

PSIG

RED

SCH

SRC

TOC

TOD

TOG

TOS

VAV

RECTANGULAR DUCT DIMENSION (INCHES)

ROUND DUCT DIMENSION (INCHES)

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AIR RELEASE VALVE

BEVEL END

BEVELED LARGE END

BEVELED

BOTTOM OF DUCT

BUTT WELD

CABINET UNIT HEATER

CENTER OF DUCT

CONCENTRIC

DESIGN AIR TEMPERATURE

DOWN

ELBOW

EXHAUST AIR

EXHAUST GRILLE

EXHAUST REGISTER

EXTERNAL STATIC PRESSURE

EXISTING

FAN

FIELD WELD

FLAT FACED

FULL LOAD AMPS

FLAT ON BOTTOM

FLAT ON TOP

INVERT ELEVATION

LOUVER

LONG RADIUS

MAXIMUM CURRENT AMPS

MAXIMUM OVERLOAD PROTECTION

OUTSIDE AIR

OPPOSED BLADE

PARALLEL BLADE

PLAIN BOTH ENDS

PLAIN END

PLAIN ONE END

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAUGE

REDUCER-REDUCING

RETURN AIR

RETURN AIR GRILLE

REFRIGERANT LINE

REFRIGERANT SUCTION

SCHEDULE

SHORT RADIUS

SLIP ON

SUPPLY AIR

SPRING RETURN CLOSED

SOCKET WELD

TRANSFER AIR

TRANSFER FAN

TOP OF CONCRETE

TOP OF DUCT

TOP OF GRATING

TOP OF STEEL

UNIT HEATER

VARIABLE AIR VOLUME

VENT

WELD END

WELD NECK

EXHAUST FAN

PUMP

INLINE CIRCULATOR

AIR DISTRIBUTION DEVICE IDENTIFICATION

?" RL REFRIGERANT LIQUID

REFRIGERANT SUCTION?" RS

REFRIGERANT HOT GAS DISCHARGE?" RG

SA-B

50-8x4

NECK SIZE (ROUND OR RECT.)

APPLICATION

SPEC. TYPE

CFM

DEMOLITION

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL DEMOLITION FLOOR PLAN

MD101

57554MD101.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

2 4 5 6 73

MECHANICAL FLOOR PLAN (BUILDING 105)

SCALE IN FEET

0 2' 4' 8'

1 UNINSTALL AND REMOVE ACCU-1 AIR COOLED CONDENSING UNIT.

2 UNINSTALL AND REMOVE HOT WATER UNIT HEATERS.

3 UNINSTALL AND REMOVE AHU-1 AIR HANDLING UNIT.

4 REMOVE AND DISCARD FINNED TUBE CONVECTOR.

5 REMOVE AND DISCARD 24X24 SUPPLY DIFFUSER.

6 REMOVE AND DISCARD 24X24 RETURN GRILLE.

7 UNINSTALL AND REMOVE B-1 BOILER.

8 REMOVE AND DISCARD TRANSFER DUCTWORK AND FIRE DAMPER.

9 UNINSTALL AND REMOVE HW PUMPS P-1 AND P-2.

10 UNINSTALL AND REMOVE HW COMPRESSION TANK.

11 REMOVE AND DISCARD ROOF MOUNTED INTAKE VENTILATOR AND

ASSOCIATED DUCTWORK. REMOVE ROOF CURB, COORDINATE

PATCH AND REPAIR WITH ARCHITECTURAL PLANS.

12 UNINSTALL AND REMOVE ROOF MOUNTED FAN F-3. REMOVE AND

DISCARD ASSOCIATED DUCTWORK. REMOVE ROOF CURB,

COORDINATE PATCH AND REPAIR WITH ARCHITECTURAL PLANS.

13 REMOVE AND DISCARD 6X6 EXHAUST GRILLE.

14 REMOVE AND DISCARD THERMOSTAT.

15 UNINSTALL AND REMOVE EXHAUST FAN F-1 AND F-2. REMOVE

AND DISCARD ROOF CURB. 22X22 PENETRATION AND DUCTWORK

SHALL REMAIN FOR NEW EXHAUST FAN INSTALLATION.

16 REMOVE AND DISCARD HWS AND HWR PIPING AND INSULATION.

17 REMOVE AND DISCARD REFRIGERANT PIPING AND INSULATION.

18 REMOVE AND DISCARD DUCTWORK AND INSULATION.

1. SCOPE OF DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, COMPLETE REMOVAL AND PROPER DISPOSAL OF ALL MECHANICAL PIPING, DUCTWORK, INSULATION, EQUIPMENT AND FIXTURES. ALL DEMOLISHED MECHANICAL PIPING, DUCTWORK, AND FIXTURES TO BE "REMOVED AND DISCARDED"

SHALL BE ENTIRELY REMOVED AND DISPOSED OF APPROPRIATELY AS DEFINED BY

SPECIFICATIONS. ALL MECHANICAL EQUIPMENT IN WORKING CONDITION SHALL BE COMPLETELY

UNINSTALLED AND REMOVED AND RETURNED TO THE CLIENT FOR SALVAGE.

2. DEMOLITION DRAWINGS ARE GENERAL IN NATURE AND BASED ON EXISTING CONSTRUCTION

DRAWINGS. CONTRACTOR SHALL VERIFY ACTUAL LOCATIONS OF PIPING, DUCTWORK, EQUIPMENT, AND FIXTURES TO BE DEMOLISHED. FOR ANY EXISTING ITEMS NOT REFLECTED BY DEMOLITION DRAWINGS, UNINSTALL AND REMOVE COMPLETELY. CONSULT BASE CIVIL ENGINEER AND DESIGN

ENGINEER TO DETERMINE FULL SCOPE OF DEMOLITION REQUIRED AND PROPER COURSE OF

ACTION FOR SALVAGE OR DISPOSAL.

3. COMPLETELY REMOVE AND DISPOSE OF ALL PIPE, INSULATION, AND DUCTWORK PENETRATING

EXISTING FIRE RATED WALL ASSEMBLIES THAT SHALL REMAIN. SEAL AND REPAIR ALL

PENETRATIONS IN FIRE RATED WALL ASSEMBLIES AS REQUIRED BY SPECIFICATIONS.

KEYED MECHANICAL DEMOLITION NOTES

GENERAL DEMOLITION NOTES

ISSUED FOR BIDAP0 07/29/11

KEY PLAN

NOT TO SCALE

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554MD101.DWG 8/3/2011 10:04 AM CPARRA

KEY PLAN LEGEND

MECHANICAL DEMOLITION

FLOOR PLAN

16 6 4 6

18 13

2 2

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL FLOOR PLAN

M101 57554M101.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

2 4 5 6 73

MECHANICAL FLOOR PLAN (BUILDING 105)

SCALE IN FEET

0 2' 4' 8'

ISSUED FOR BIDAP0 07/29/11

KEY PLAN

NOT TO SCALE

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M101.DWG 8/3/2011 10:04 AM CPARRA

RH-2

RH-1

RH-3

L 48X24

HV-1

4x4 OA

10x8 SA

320-10Ø

SA-A

320-10Ø

SA-A

22x22 EA

UP TO EF-2

320-10Ø

SA-A

500-10X10

RA-D

500-10X10

RA-D

22x22 EA

UP TO EF-1

O A

6x6 OA

O A

ERV-1

10x8 OA

L 36X24

L 24X24

L 48X24

L 24X24

6X6 OA

6x6 OA4x4 OA

O A

6X6 OA

8X6 EA

E A

10X10 EA

4X4 EA

L 24X24

320-10Ø

SA-A

130-6x6

TA-C

300-8x8

TA-D

60-4X4

TA-C

85-6X6

TA-D

TF-1

150-8Ø

SA-B

185-8Ø

SA-B

240-8Ø

SA-B

150-8X6

EA-E

185-8X6

EA-E

240-8X8

EA-E

S A

8x6 SA

FCU-10

FCU-9

FCU-1

FCU-2

CRU-1

FCU-3

FCU-4

FCU-8

FCU-7 FCU-6

FCU-5

CU-1

CRU-1

EF-3

12x12 OA

10X10 OA

300-10Ø

SA-B

12x10 EA x1

A. INSTALL TEMPERATURE SENSORS AT ELEVATION BETWEEN 5'-0" AND 6'-0" ABOVE FINISHED

FLOOR. COORDINATE WITH ALL WALL FINISHES.

B. ALL CO2 SENSORS SHALL BE LOCATED IN THE BREATHABLE AREA BETWEEN 3-0" AND 6-0"

ABOVE FINISHED FLOOR.

C. ON ROUND SA DUCT 90° TURNS USE LARGE RADIUS ELBOWS UNLESS OTHER WISE NOTED.

D. COORDINATE ALL PENETRATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

GENERAL NOTES

4Ø EXHAUST

FLUE UP TO

ROOF

4Ø EXHAUST

FLUE UP TO

ROOF

A x1

12x10 EA

12x12 OA

O A

O A x1

10x8 OA

10x10 RA x1

10x8 SA

10x8 SA10x8 SA

PALLET BUILD-UP

SERVICES

PASSENGER

LRO

AREA

BREAK

CONF. ROOM

CBT &

WORKDESK

CLOSET

COMM.

PLANNING

MGR. & SUPR.

LOAD

AIR

TRANSPORTATION

STORAGE

EXTERNAL

VESTIBULE

CLASSROOM

TRAINING ROOM/

LOCKER ROOM

MEN'S

BATHROOM

LOCKER ROOM

WOMEN'S

BATHROOM

ROOM

MECHANICAL/

ELECTRICAL

CENTER

AIR

TRANSPORTATION

OPERATIONS

CORRIDOR

HANDLING

SPECIAL

A x1

S A

10x10 RA

UH-3

UH-2

UH-1

KEY PLAN LEGEND

MECHANICAL FLOOR PLAN

VD VD VD

VD VD

VDVD

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A. PASQUALI

MECHANICAL PIPING PLAN

M102 57554M101.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

2 4 5 6 73

MECHANICAL FLOOR PLAN (BUILDING 105)

SCALE IN FEET

0 2' 4' 8'

1 DROP 1/2" CD DRAINS AND SPILL TO EXISTING TRENCH DRAIN

2 DROP 1/2" CD DRAIN AND SPILL TO 4" WALL MOUNTED FUNNEL DRAIN

3 RUN CONDENSATE DRAINS ALONG EXTERIOR WALL.

1. ALL MECHANICAL PIPES ABOVE THE CEILING TO BE FULLY COORDINATED WITH LOCATION OF

STRUCTURAL MEMBERS AND NEW MECHANICAL AND ELECTRICAL EQUIPMENT IN FIELD.

2. REFER TO DIVISION 7 SPECIFICATIONS FOR FIRE STOPPING REQUIREMENTS FOR PIPING

PENETRATIONS.

3. 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.

4. ALL REFRIGERANT PIPING (RS, RL & RG) SHALL BE SIZED AND PROVIDED WITH BRANCH PIPING

KITS AS REQUIRED TO MEET MANUFACTURERS REQUIREMENTS.

KEYED MECHANICAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES

ISSUED FOR BIDAP0 07/29/11

KEY PLAN

NOT TO SCALE

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M101.DWG 8/3/2011 10:04 AM CPARRA

FCU-10

FCU-9

FCU-8

FCU-7

FCU-1

CRU-1

FCU-4

FCU-6

FCU-5

FCU-3

FCU-2

CRU-1

CU-1

BS-3

BS-4

BS-1

BS-2

1/2" CD

CU-1

BS-5

1/2" CD

1/2" CD1/2" CD

1/2" CD

KEY PLAN LEGEND

MECHANICAL PIPING PLAN

1/2" CD

CP-1 CP-2

CP-3

CP-4

CP-5

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL DETAILS

M401 57554M401.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M401.DWG 8/3/2011 10:04 AM CPARRA

NOTES:

Ø = 20° MAX.

J = 45°

L = 1/4 W, 4" MIN.

AIRFLOW

RECTANGULAR DUCT,

SEE PLAN FOR SIZE.

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED BY PLANS.

SEE SMACNA MANUAL FOR TAP-IN DETAILS.

WHEN FITTING HAS ONLY ONE SIDE SLOPED FOR A SINGLE SIDE

TAKE-OFF, THE TAP-IN SHALL BE INSTALLED IN SLOPED SIDE.

CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNER SEALS.

(SEE SMACNA MANUAL).

EXTRACTORS, SCOOPS, DEFLECTORS OR DAMPERS THAT

PROTRUDE INTO THE MAIN DUCT SHALL NOT BE USED.

BALANCING DAMPERS SHALL BE LOCATED TO PREVENT

PROTRUSION INTO THE MAIN DUCT AND TO PROVIDE STABLE AIR

FLOW AND MINIMAL NOISE WHEN ADJUSTED.

BRANCH DUCT, SEE

PLAN FOR SIZE.

NOTE:

RECTANGULAR TRANSITION RECTANGULAR TO ROUND

TRANSITION

TURNING VANES DETAIL

1" 1"

2" R

1" R

ROUND 90 ELBOW SQUARE 90 ELBOW

TURNING VANES

MAX. SLOPE 1" IN 4"

ROUND DUCT

RECTANGULAR DUCTMAX. SLOPE

1" IN 4"

1.5 x W

USE THIS DESIGN WHERE SQUARE 90°

ELBOWS ARE SHOWN ON DRAWINGS OR

IF SPACE DOES NOT PERMIT ROUND

90° ELBOWS.

10" DIA. MAX.

24" DIA. MAX.50" DIA. MAX.

1" MIN.

TRAPEZE HANGERSSTRAP HANGERS

60" MAX.

STRAP OR

ANGLE

ROD

STRAP

ANGLES

ALTERNATE LOCATION

(VERIFY UPPER TRAPEZE

LOAD CAPACITY)

ROD

NUTS

HANGER STRAPS

SCREWS

SCREWS MAY

BE OMITTED IF

HANGER LOOPS

SECURE WIRE

BAND OF SAME SIZE

AS HANGER STRAP

HANGER RODS, WIRES

OR STRAPS

BAND

UNLESS FOOT OF

STRAP IS PLACED

UNDER A BOTTOM

REINFORCEMENT

SIZE BOLT(S)

FOR LOAD

LOAD RATED

FASTENERS

HANGERS MUST

NOT DEFORM

DUCT SHAPE

REINFORCEMENT MAY BE USED FOR ATTACHMENT

IF IT QUALIFIES FOR BOTH DUTIES.

DO NOT EXCEED ALLOWABLE LOAD LIMITSONE HALF-ROUND MAY BE USED

IF DUCT SHAPE IS MAINTAINED.

DUCT

1-1/2" POCKET SLIP

1-1/2" MIN. TO 3"

MAX. INSTALLED.

6" NOMINAL WITH

MATERIAL TAUT.

WASHER

1" FLANGE AND HEM

FLEXIBLE MATERIAL

AS SPECIFIED

1" x 1/8"

BAND IRON

BOLT ON 4" CENTERS

ALTERNATE

POSITION OF BOLT

FLANGED

CONNECTION

OF FAN SIDE

SHEET METAL AS

SPECIFIED FOR

DUCTWORK

SHEET METAL AS

SPECIFIED FOR

DUCTWORK

M401

1DETAIL

LOWER DUCT HANGER

ATTACHMENT DETAIL

NOT TO SCALE

M401

4DETAIL

BRANCH DUCT TAKE-OFF

NOT TO SCALE

M401

3DETAIL

LOW VELOCITY DUCT LAYOUT

NOT TO SCALE

M401

2DETAIL

RECTANGULAR FLEXIBLE

CONNECTION

NOT TO SCALE

HANGER ROD

LOCKING NUT

SUPPORT NUT

INSULATION

PIPE

HEAVY DUTY

CLEVIS HANGER

14 GAUGE HIELD 18" LONG

TO PROTECT INSULATION

ROOF PURLIN

M401

7DETAIL

PIPE HANGER - CLEVIS TYPE

NOT TO SCALE

PIPE HANGER TO BE

DESIGNED AND SUPPLIED

BY CONTRACTOR,

SUBMITTED FOR REVIEW.

CONTRACTOR SHALL

COORDINATE LOCATIONS

OF HANGERS WITH PRE-

ENGINEERED METAL

BUILDING SUPPLIER

UNIT

DRAIN

PAN

INTERNAL OPERATING

NEGATIVE STATIC

PRESSURE ("WG)

NOTES:

RETURN BEND

(CLOSED)

FAN INLET

PRESSURE

(NEGATIVE)

AHU CABINET WALL

2" MIN SIZE,

SLOPE TO

EQUIP DRAIN

PITCH (1/8" PER

FOOT) TYPE "M"

COPPER (TYP.)

NPT DRAIN

CONNECTION

ADAPTER

HAND-TIGHT

CLEANOUT PLUG

M401

9DETAIL

HVAC CONDENSATE TRAP DRAIN

NOT TO SCALE

1. DIMENSION EQUAL TO 2" W.C.

2. DIMENSION EQUAL TO /2 (MIN.)

FAN COIL

EXHAUST FAN

FLEX CONNECTION

VIBRATION

INSULATOR

REF: MANUFACT.

FLEX

CONNECTION

HANGAR ROD

MOUNTING

BRACKET

OR CHANNEL

M401

8DETAIL

CABINET OR INLINE

EXHAUST FAN

NOT TO SCALE

R=W

BEAD OR CROSSBREAK

IF REQUIRED

SEAMS ON ALL CORNERS

STANDARD RADIUS ELBOW

R=W. CENTERLINE R= 1 1/2 W

ALSO CALLED FULL RADIUS ELBOW.

M401

5DETAIL

STANDARD CURVE AIR

DUCT ELBOW

NOT TO SCALE

EXTERIOR FACE

OF OUTSIDE

WALL

BIRDSCREEN

GRAVITY BACKDRAFT DAMPER

FAN SHROUD AND

INLET SCREEN

GUARD PER FAN

MANUFACTURER

BENT 16 GA. WELDED STEEL FRAME

(AS REQD.) ATTACH TO FAN ENCLOSURE,

BOLT FAN ASSEMBLY BY FRAME TO

EXTERIOR WALL SYSTEM W/DRILL-IN

ADHESIVE CONCRETE ANCHOR BOLTS,

COORDINATE SIZE AND NUMBER

REQUIRED WITH FAN FURNISHED

EXHAUST FAN (XF, TYP)

SEE PLANS FOR LOCATION

AND DESIGNATION

EXHAUST AIR

LOUVER SEE

PLAN FOR SIZE

AND LOCATION

M401

6DETAIL

SIDE WALL PROPELLER FAN

NOT TO SCALE

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL DETAILS

M402 57554M401.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M401.DWG 8/3/2011 10:04 AM CPARRA

NOTES:

L = 1/4 D, 4" MIN.

L Ø

J = 45°

= 20° MAX.Ø

AIR FLOW

ROUND DUCT

BALANCING DAMPER W/

LOCKING QUADRANT

BALANCING DAMPER W/

LOCKING QUADRANT

SEE PLANS FOR RECTANGULAR

DUCT SIZE

RECTANGULAR TAP-IN (NOTE 2 AND 3)

DIFFUSER CONNECTION SIZE, SEE PLANS.

NOTE 1

DUCT TRANSITION

EXTRACTORS, SCOOPS, DEFLECTORS OR DAMPERS THAT

PROTRUDE INTO THE MAIN DUCT SHALL NOT BE USED.

BALANCING DAMPERS SHALL BE LOCATED TO PREVENT

PROTRUSION INTO THE MAIN DUCT AND TO PROVIDE

STABLE AIR FLOW AND MINIMAL NOISE WHEN ADJUSTED.

CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNER

SEALS (SEE SMACNA MANUAL).

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED

BY PLANS.

M402

1DETAIL

DIFFUSER TAKEOFF

NOT TO SCALE

* SEE "LOW PRESSURE DUCT CONSTRUCTION"

JOINTS AS REQUIRED

FOLD END

OVER TO

SEAL

X Y

SNAP LOCK

SEAM

SPACING AS SPECIFIED

FOR JOINT OR STIFFENER

TYPE

SPACING TO BE LESS

THAN 50(2")

IF ACCESSABLE INSERT

SCREW AFTER FOLDING

TAB ON 50(2") STATIC

PRESSURE CLASS ONLY

M402

2DETAIL

DUCT REINFORCED ON TWO SIDES

NOT TO SCALE

SPIN-IN FITTING OR 45° BOOT

AS INDICATED WITH DAMPER

SUPPLY DUCT

FLEX DUCT

(MAX LENGTH

= 5 FEET)

DIFFUSER DAMPER SECTION

T-BAR

CEILING

SUPPLY DIFFUSER

90° SHEET

METAL

ELBOW

DRAW BAND

M402

5DETAIL

FLEXIBLE DUCT AT DIFFUSER

NOT TO SCALE

D U

C T

C O

N N

E C

N S

R E

N G

R E

N G

R O

U N

D O

R R

E C

G U

S E

E N

SEE NOTE 4

FIRE DAMPER DETAIL

NOT TO SCALE

SEE NOTES 1 & 4

SLEEVE (SEE NOTE 3)

CURTAIN TYPE FIRE

DAMPER (WITH CLOSURE

SPRING AND BLADE LOCK

FOR HORIZONTAL

INSTALLATION)

SLEEVE (SEE

NOTES 2 AND 3)

1" MIN OVERLAP

(ALL SIDES)

1/4" MIN. CLEARANCE

(SEE NOTE 2)

6" MAX. ON

ALL SIDES

DIMENSION IS EQUAL TO +

DIMENSIONS, SEE PLANS FOR SIZES

(MAX)30°

AIRFLOW

15° (RECOMMENDED)

AIRFLOW

AIRFLOWC

C D

A C D

C D

TURNING VANES @ 45° (TYP.)

M402

3DETAIL

LOW PRESSURE "TEE"

DUCT FITTING

NOT TO SCALE

1 STEEL RETAINING ANGLES: MIN.1 1/2 x1 1/2 x0.054

(16GA.). RETAINING ANGLES MUST LAP

STRUCTURAL OPENING 1" MINIMUM AND COVER

CORNERS OF OPENINGS.

2 CLEARANCE, DAMPER SLEEVE TO WALL

OPENING: 1/8 " PER LINEAR FOOT, 1/4 " MIN.

3 STEEL SLEEVE:

SLEEVE GAUGE SHALL BE AT LEAST EQUAL TO

GAUGE OF THE CONNECTING DUCT WHEN

USING BREAKAWAY CONNECTIONS (PLAIN "S"

SLIP, HEMMED "S" SLIP, STANDING "S" SLIP,

REINFORCED, STANDING "S" SLIP, INSIDE SLIP

JOINT, OR DOUBLE "S" SLIP) FOR RIGID

CONNECTIONS, SLEEVE SHALL BE MINIMUM 16

GAUGE FOR DAMPERS UP TO 36"W X 24"H OR 24"

DIA. AND 14 GAUGE FOR DAMPER OVER 36"W,

24"H OR 24" DIA.

4 SECURE RETAINING ANGLES TO SLEEVE,

DAMPER TO SLEEVE AND MULTIPLE DAMPERS

ON 8" CENTER WITH: 1/2 " LONG WELDS, 1/4"

BOLTS AND NUTS, NO.10 STEEL SCREWS OR

MINIMUM 3/16 " STEEL RIVETS, MINIMUM TWO

CONNECTIONS IN EACH SIDE.

5 THIS DETAIL SHOWN FOR REFERENCE ONLY,

FIRE DAMPER MANUFACTURE'S INSTALLATION

DETAILS AND INSTRUCTIONS AS TESTED AND

APPROVED BY U.L. MUST BE USED IN LIEU OF

THIS DETAIL WHERE APPLICABLE.

M402

6DETAIL

FIRE DAMPER

NOT TO SCALE

NOTES:

MAXIMUM

HALF OF

DUCT

PERIMETER

PAIR AT

3000 SPACING

STRAP

SIZE

ROD

DIA.

1830 (72")= 25(1") x 22GA. 6(1/4")

10(3/8")25(1") x 18GA.= 2440 (96") P

10(3/8")25(1") x 16GA.= 3050 (120") P

12(1/2")38(1 1/2") x 16GA.= 4270 (168") P

12(1/2")38(1 1/2") x 16GA.= 4880 (192") P

38(1 1/2") x 16GA. 12(1/2")

25(1") x 18GA. 10(3/8")

25(1") x 20GA.

10(3/8")

6(1/4")25(1") x 22GA.

DIA.

ROD

SIZE

STRAP

2400 SPACING

PAIR AT

25(1") x 22GA

10(3/8")

25(1") x 22GA

10(3/8")

6(1/4")25(1") x 22GA.

DIA.

ROD

SIZE

STRAP

1500 SPACING

PAIR AT

6(1/4")25(1") x 22GA.

RODSTRAP

1200 SPACING

PAIR AT

WHEN STRAPS ARE LAP JOINED

USE THESE MINIMUM FASTENERS

25(1") x 18,20,22GA.-TWO #10 25(1") x 16GA.-TWO 6(1/4")DIA.

38(1 1/2") x 16GA.-TWO 10(3/8")DIA.

PLACE FASTENERS IN SERIES,

NOT SIDE BY SIDE.

SINGLE HANGER

MAX. ALLOW. LOAD

25(1") x 22GA.-260LBS. 6(1/4")DIA. 270LBS.

25(1") x 20GA.-320LBS. 10(3/8")DIA. 680LBS.

25(1") x 18GA.-420LBS. 12(1/2")DIA. 1250LBS.

25(1") x 16GA.-700LBS. 15(5/8")DIA. 2000LBS.

38(1 1/2") x 16GA-1100LBS 18(3/4")DIA 3000LBS

RECTANGULAR DUCT HANGERS

25(1") x 16GA.

6(1/4")

25(1") x 18GA.

25(1") x 16GA.

6(1/4")

6(1/4") 6(1/4")

6(1/4")

25(1") x 16GA.

25(1") x 18GA. 10(3/8")

25(1") x 22GA.

10(3/8")

25(1") x 22GA.

SIZE DIA.

M402

4DETAIL - SCHEDULE

RECTANGULAR DUCT HANERS

NOT TO SCALE

R S GA

SINGLE VANE SCH.

SMALL

LARGE

51 38 24 114 83 22

45°45°

S S S S

LWW

S= D/6 (MIN.2")

W/S= NO. OF SPACES

R= 1 1/4 S L= 3/4 S

RBOLT, SCREW OR

WELD TO DUCT

SCREW EVERY

SIXTH VANE BLADES IN TRANSITION ELBOWS SHALL

BE DETERMINED ACCORDING TO SMALLEST

WIDTH OF ELBOW.

M402

7DETAIL

RECTANGULAR AIR DUCT

ELBOW TURNING VANES

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

MECHANICAL DETAILS

M403 57554M401.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

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M401.DWG 8/3/2011 10:04 AM CPARRA

5' -0

" M A

TYP3/16

4'-0"

SUPPORT @ ADDITIONAL

SPANS AS REQ'D

4'-0"

P R

O V

A D

A L

S P

A N

S A

S R

E Q

PLAN

ELEVATION

M403

1DETAIL

TYPICAL MECHANICAL

EQUIPMENT SUPPORT

NOT TO SCALE

SUCTION GAS PIPING

CONDENSATE DRAIN

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING REFRIGERANT

LIQUID AND SUCTION PIPING, SIZES, ROUTING, AND ALL

ACCESSORIES WITH EQUIPMENT MANUFACTURER. MAINTAIN

UNIFORM SLOPE TO PREVENT OIL FROM POOLING IN LOW POINTS

IN THE REFRIGERANT PIPING SYSTEM.

2. ALL PIPE CONNECTIONS SHALL BE BRAZED TO PREVENT LEAKS.

EVAPORATOR COIL

ISOLATION VALVE (TYP.)

EXPANSION VALVE

PRESSURE GAS PIPE

LIQUID PIPELIQUID PIPE

GAS PIPE

SUB-COOL HEAT

EXHANGER

BRANCH

SELECTOR BOX

REFJOINT (TYPICAL FOR

ALL REFRIGERANT

BRANCH PIPING)

AIR COOLED

CONDENSING UNIT

CHARGING VALVE

BI-FLOW

FILTER DRIER

SIGHT GLASS

PRESSURE EQUALIZATION LINE

HEAT EXCHANGER

REVERSING VALVE

COMPRESSOR

STRAINER

HIGH/LOW

M403

2DETAIL

VARIABLE REFRIGERANT

FLOW PIPING SYSTEM

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SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL CONTROL DIAGRAMS

M501 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

1 1615141312111098765432 17

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M501.DWG 8/3/2011 10:04 AM CPARRA

SET POINTS:

SUMMER ROOM THERMOSTAT (T): 78 DEG F

CU-1

VARIABLE REFRIGERANT FLOW SYSTEM CONTROLS

1. CONTROLS SHALL BE DDC AND CAPABLE OF

INTEGRATING WITH OPEN PROTOCOL BACNET

AND LONWORKS BUILDING MANAGEMENT

SYSTEMS.

2. BUILDING BMS SHALL BE CAPABLE OF OVERIDING

AND LOCAL CONTROLLER SETPOINTS

3. SYSTEM SHALL INCLUDE SELF DIAGNOSTIC,

AUTO-CHECK FUCTION TO DETECT A

MALFUNCTION AND DISPLAY TYPE AND

LOCATION.

4. EMERGENCY SHUTDOWN: WHEN THE

EMERGENCY SHUTDOWN SWITCH IS ENGAGED,

ALL FAN COIL AND CONDENSING UNITS SHALL BE

DEGENERGIZED.

FAN COIL UNITS (FCU-1 TO FCU-10)

1. EACH UNIT WILL BE TIED TO A LOCAL

CONTROLLER (C1-C10) LOCATED INSIDE

ASSOCIATED SPACE, WITH THERMOSTAT,

HUMIDISTAT, DIGITAL DISPLAY AND CAPABILITY

OF SELECTING ROOM SETPOINTS.

2. OCCUPIED MODE: UNIT SHALL MODULATE A

DEDICATED ELECTRONIC EXPANSION VALVE FOR

INDEPENDENT TEMPERATURE CONTROL TO

MEET ROOM SET POINTS WITHIN ±1°F.

3. UNOCCUPIED MODE: THE FCU SUPPLY FAN

SHALL BE OFF. WHEN SPACE TEMPERATURE

RISES ABOVE UNOCCUPIED SETPOINT, FCU FAN

SHALL ENERGIZE AND THE EXPANSION VALVE

SHALL MODULATE TO MAINTAIN SPACE

TEMPERATURE. FCU SHALL RETURN TO

UNOCCUPIED MODE WHEN SPACE

TEMPERATURE FALLS TO 2.8 DEG C (5 DEG F)

BELOW UNOCCUPIED COOLING SET POINT.

4. DEHUMIDIFICATION: A PROGRAMMED DRYING

MECHANISM SHALL DEHUMIDIFY WHILE

INHIBITING CHANGES IN ROOM TEMPERATURE.

BRANCH SELECTOR BOX (BS-1 TO BS-5):

1. SHALL CONTROL WHETHER ASSOCIATED FAN

COIL UNITS ARE IN HEATING OR COOLING MODE.

2. HEATING OR COOLING MODE SHALL BE

DETERMINED BY REQUIRED MASTER FAN COIL

UNIT TEMPERATURE SETTINGS.

3. BOX SHALL BE CAPABLE OF CHANGING BETWEEN

HEATING AND COOLING MODES WITHIN SIX

MINUTES OF CHANGE INDICATED WITHOUT

IMPACTING OVERALL SYSTEM HEATING.

CONDENSING UNIT (CU-1):

1. UNIT SHALL MODULATE THE COMPRESSOR

SPEED TO FOLLOW VARIATIONS IN TOTAL

COOLING AND HEATING LOAD AS DETERMINED

BY THE SUCTION GAS PRESSURE MEASURED BY

THE CONDENSER.

2. SYSTEM WILL AUTOMATICALLY RESTART

OPERATION AFTER POWER FAILURE AND WILL

NOT CAUSE ANY SETTINGS TO BE LOST

WITHOUT REPROGRAMMING.

3. SHALL INCORPORATE AN AUTO-CHARGING

FEATURE AND REFRIGERANT CHARGE CHECK

FUNCTION.

4. DDC SHALL MONITOR ALL ALARMS DEVICES

PROVIDE WITH UNIT AS INDICATED IN

SPECIFICATIONS.

ROOM HUMIDITY (H): 50% RH

CU-1

FCU-1

FCU-9

FCU-10

FCU-2

FCU-4

FCU-6

FCU-7

FCU-8

FCU-5

FCU-3

BS-1

BS-2

BS-3

BS-4

BS-5

C-1

C-9

C-10

C-2

C-4

C-6

C-7

C-8

C-5

C-3

TO BMS CONTROL PANEL

WINTER ROOM THERMOSTAT (T): 70 DEG F

CONTROL WIRING

REFRIGERANT

PIPING

MASTER

BMS

CONTROL

PANEL

VRF

CONTROL

SYSTEM

EMERGENCY

SHUT DOWN

SWITCH

WATER

METER

GAS

METER

ELECTRIC

METER

CONTROL SYSTEM ARCHITECTURE

VARIABLE REFRIGERANT FLOW

CONTROL DIAGRAM

TYP.

CONTROL WIRING

TYP.

CRU-1

CONTROL

PANEL

ERV-1

CONTROL

PANEL

CO2

SENSORS

TYP.

GAS

FIRED

RADIANT

SYSTEM

NOT TO SCALE

NOTES:

1. FOR GENERAL NOTES, LEGEND, AND

ABBREVIATIONS SEE DRAWING M-001.

TO BAS COMMUNICATION SYSTEM

EXHAUST

FANS

TYP

UNIT

HEATERS

TYP

LIGHTING

CONTROL

PANEL

P Y R

R N

M cD

O N

N E

N G

E R

C O

M P

A N

Y , I

N C

SEPTEMBER 21, 2010 C. QUINN

A. PASQUALI

BUILDING 105

MECHANICAL CONTROL DIAGRAMS

M502 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

1 1615141312111098765432 17

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 105

WHAY08907957554

NYANG BDG BEDDOWN

ISSUED FOR BIDAP0 07/29/11

M. SCHLUENDER

I:\USAIRNG\57554\CAD\MECH\BUILDING-105\MODEL\HVAC\57554M501.DWG 8/3/2011 10:04 AM CPARRA

STARTER

GRH-1

NATURAL GAS

TYP.

SEQUENCE OF OPERATION

1. CONTROLS SHALL BE DIGITAL.

2. ON CALL FOR HEATING, THE CONTROL…

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