Replace Cooling Towers Drawings Issue for Bid - June 2020.pdf

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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C O V E R S H E E T

G I-

B F W

A N G K W

B F W

A -1 -8

REPLACE COOLING TOWERS, 1 & 2

V.A. UPSTATE NEW YORK

LIST OF DRAWINGS:

SITE LOCATION SITE PLAN

GI-001 COVERSHEET

GC-001 SITE LOGISTICS PLAN

AF-101 ROOF ARCHITECTURAL PLAN

S-001 STRUCTURAL LEGEND & GENERAL NOTES

SD-201 STRUCTURAL ROOF & DUNNAGE DEMOLITION PLAN

SF-201 EXISTING ROOF FRAMING & DUNNAGE PLAN

MP-001 MECHANICAL LEGEND & SCHEDULES

MD-101 FIRST FLOOR DEMOLITION PLAN – CONDENSER PIPING

MD-102 FIRST FLOOR DEMOLITION PLAN - STEAM PIPING

MD-103 ROOF MECHANICAL DEMOLITION PLAN

MD-110 ROOF HEAT TRACE DEMOLITION PLAN

MP-101 FIRST FLOOR MECHANICAL PLAN – CONDENSER PIPING

MP-102 FIRST FLOOR MECHANICAL PLAN - STEAM PIPING

MP-103 ROOF MECHANICAL PLAN

MP-110 ROOF HEAT TRACE PLAN

MP-401 CHILLER PLANT SECTION VIEWS

MP-402 COOLING TOWER SECTION VIEW

MP-410 CHILLER PLANT ISOMETRIC VIEW

MP-501 MECHANICAL DETAILS

MP-502 MECHANICAL DETAILS

MI-101 FIRST FLOOR PLAN - HVAC CONTROLS

MI-102 ROOF PLAN - HVAC CONTROLS

MI-701 CONDENSER WATER - SCHEMATIC CONTROLS DIAGRAM - DEMOLITION

MI-702 CONDENSER WATER - SCHEMATIC CONTROLS DIAGRAM - NEW WORK

MI-703 CONDENSER WATER SYSTEM - CONTROL POINTS SCHEDULE

MI-704 CONDENSER WATER SYSTEM -SEQUENCE OF OPERATIONS

PD-101 FIRST FLOOR DEMOLITION PLUMBING PLAN

PD-102 ROOF DEMOLITION PLUMBING PLAN

PP-201 FIRST FLOOR PLUMBING PLAN

PP-202 ROOF PLUMBING PLAN

ED-101 FIRST FLOOR - ELECTRICAL DEMOLITION PLAN

ED-102 ROOF PLAN - ELECTRICAL DEMOLITION PLAN

EP-101 CHILLER PLANT - ELECTRICAL POWER PLAN

EP-102 ROOF PLAN - ELECTRICAL POWER PLAN

EP-501 ELECTRICAL RISER DIAGRAMS & DETAILS

EP-502 ELECTRICAL SCHEDULES

PROJECT NO. 528A8-19-807

ISSUE FOR BID

(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY)

SHORING AND BRACING NOTES

1. CONTRACTOR SHALL PROVIDE SHORING AND BRACING AND SHALL COMPLY WITH THE LOCAL BUILDING

CODE AND ORDINANCES OF THE LOCAL GOVERNING AUTHORITIES.

2. BRACING SHALL BE LOCATED TO CLEAR NEW CONSTRUCTION AND OTHER PERMANENT WORK.

3. MAINTAIN SHORING AND BRACING UNTIL STRUCTURAL ELEMENTS ARE REBRACED BY OTHER BRACING

OR UNTIL PERMANENT CONSTRUCTION IS IN PLACE.

(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY)

GENERAL NOTES (EXISTING CONDITIONS)

1. DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS GIVEN ON STRUCTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS

PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS.

2. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BY ACTUAL MEASUREMENT PRIOR TO BEGINNING WORK, AND WHEN FEASIBLE, PRIOR TO SHOP DRAWINGS SUBMITTALS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE SAID DISCREPANCIES WITH ALL SUB-

CONTRACTORS AND MATERIAL SUPPLIERS.

3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO MAKE SAFE ALL FLOORS AND/OR ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DESIGN SHALL BE CERTIFIED BY A

LICENSED ENGINEER EMPLOYED BY THE CONTRACTOR.

(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY)

GENERAL INFORMATION

1. "LOADS INDICATED ON THIS DRAWING ARE THOSE FOR THE DESIGN OF THE BUILDING SUPERSTRUCTURE.

2. ALL DETAILS MARKED "TYPICAL" IN THE SET OF STRUCTURAL DRAWINGS SHALL BE APPLIED THROUGHOUT THE PROJECT AS REQUIRED TO SATISFY THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS THE CONTRACTOR SHALL COORDINATE REQUIREMENTS FOR QUANTITY AND LOCATION WHERE THE "TYPICAL"

DETAILS APPLY.

3. FAILURE ON THE PART OF THE CONTRACTOR TO REVIEW THE DRAWINGS OF THE OTHER DISCIPLINES (I.E.

ARCHITECTURAL, MECHANICAL, ELECTRICAL,PLUMBING, ETC.) TOGETHER WITH THE FULL EXTENT OF THE PROJECT SPECIFICATIONS DOES NOTRELIEVE THEM OF THE RESPONSIBILITY TO FURNISH AND INSTALL ITEMS THAT ARE PART OF THEIR WORK AS INDICATED BY THE DRAWINGS AND SPECIFICATIONS OF OTHER TRADES. THE CONTRACTOR IS PROHIBITED FROM EXCLUDING STRUCTURAL WORK FORM THEIR CONTRACT

NOT SHWON IN THE STRUCTURAL DRAWINGS.

SECTION SHEET LOCATION

SECTION NUMBER

MOMENT CONNECTION

EXISTING COLUMN LINE

NEW COLUMN LINE

INDICATES SPAN OF METAL DECK.

DECK SPANS PERPENDICULAR TO

FRAMING UNLESS OTHERWISE

NOTED.

DROP-IN FRAME

FOR

ROOF DRAIN AND

OVERFLOW DRAIN

SYMBOLS KEY/LEGEND

1. METAL DECK UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS

CONFORMING TO ASTM SPECIFICATION A611 WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI.

BEFORE FORMING, THE STEEL SHEET SHALL RECEIVE A PROTECTIVE METAL COATING OR ZINC

CONFORMING TO ASTM SPECIFICATION A653.

2. UNFRAMED OPENINGS IN ROOF DECK SHALL BE REINFORCED AS FOLLOWS:

A. HOLES LESS THAN 8": PROVIDE AN 18 GAUGE FLAT SHEET EXTENDING 8" MINIMUM BEYOND

HOLE IN ALL DIRECTIONS.

B. HOLES 8" -13": PROVIDE A 16 GAUGE FLAT SHEET EXTENDING 8" MIN. BEYOND HOLE IN ALL

DIRECTIONS.

3. THERE SHALL BE NO HANGING OF ANY ITEMS SUCH AS CEILINGS, CONDUIT, PIPING, DUCTWORK

ETC. FROM THE STEEL ROOF DECK.

(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY)

GENERAL NOTES (STEEL DECK)

1. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE "STEEL CONSTRUCTION

MANUAL" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A.I.S.C.).

2. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING

SPECIFICATIONS:

MEMBER A.S.T.M. MIN. STRENGTH

ROLLED SHAPES A992 50 KSI

STRUCTURAL TUBING A500 (GRADE B) 46 KSI

STEEL PIPE A500 (GRADE B) 42 KSI

OTHER ROLLED PLATES A36 36 KSI

CONNECTION BOLTS A325 92 KSI

ANCHOR BOLTS F1554 ---

THREADED BOLTS A36 36 KSI

NON-SHRINK GROUT C1107 8,000 PSI

3. CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND DESIGNED BY THE FABRICATOR FOR

THE FACTORED SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE A.I.S.C.

SPECIFICATIONS FOR LOAD RESISTANCE FACTOR DESIGN. MINIMUM BOLT DIAMETER SHALL BE 3/4" UNLESS OTHERWISE NOTED. BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS AND BE "SNUG-TIGHT".

STEEL BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A MINIMUM OF ONE HALF THE

MAXIMUM TOTAL UNIFORM LOAD FOR PARTICULAR BEAM AND SPAN CONDITION AS DEFINED BY THE

A.I.S.C. MANUAL OF STEEL CONSTRUCTION (FOR COMPOSITE BEAMS, MULTIPLY BY 1.33).

4. WELDING SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 USING E7OXX ELECTRODES. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS PER A.I.S.C. REQUIREMENTS.

FILLER MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 K.S.I.

5. HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE

PROVIDED WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT

PERMITTED.

6. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED.

COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETE CONDITION, AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING

STEEL ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS,

FRAMING, ETC. FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

7. STEEL FABRICATORS SHALL BE AN A.I.S.C. CERTIFIED SHOP FOR CATEGORY I STEEL STRUCTURES AND MAINTAIN DETAILED QUALITY CONTROL PROCEDURES AS REQUIRED TO SATISFY THE SPECIAL

INSPECTION REQUIREMENTS OF THE LATEST BUILDING CODE HAVING JURISDICTION.

8. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER,

SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. PROTECTIVE COATING DAMAGED DURING THE TRANSPORT, ERECTING AND FIELD WELDING PROCESS SHALL BE REPAIRED IN THE

FIELD TO MATCH THE SHOP APPLIED COATING.

9. THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF

THE BOLTING, WELDING, AND OTHER ITEMS IN ACCORDANCE WITH IBC 2015 AND ASCE 7-10.

10. REINFORCING SHALL BE PROVIDED AT CONNECTIONS WHERE CUTS HAVE REDUCED THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO

BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN LOAD IS INADEQUATE.

11. STEEL FABRICATOR TO SUPPLY 16 GAGE CLOSURE ANGLES AROUND ALL FLOOR OPENINGS AND PERIMETER OF BUILDING. FOR SLAB OVERHANG GREATER THAN 6" REFER TO TYPICAL SLAB EDGE

DETAIL.

12. SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS

AND MISCELLANEOUS ANGLE IRON.

13. MISCELLANEOUS IRON CONTRACTOR TO PROVIDE MISCELLANEOUS STEEL SHOWN ON ARCHITECTURAL

DRAWINGS THAT IS NOT SHOWN ON STRUCTURAL DRAWINGS.

14. ALL STEEL USED IN THE FABRICATION OF EXPOSED STRUCTURAL STEEL, INCLUDING CONNECTIONS, SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AND WILL BE SUBJECT TO THE REQUIREMENTS OF SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR ALL STEEL BUILDINGS AND BRIDGES, MARCH 18, 2005. APPLY GALVANIZING REPAIR PAINT TO GALVANIZED COATINGS

15. AT LOCATIONS ON THE ARCHITECTURAL DRAWINGS OR OTHER TRADES WHERE A STEEL ANGLE OR PLATE IS SHOWN DIAGRAMMATICALLY AND REFERENCE IS MADE TO THE STRUCTURAL DRAWINGS FOR SIZE, PROVIDE MINIMUM THICKNESS OF 3/8" MATERIAL AND PLATE WIDTH OR ANGLE SIZE AS

SCALED FROM THE DRAWINGS. INSTALL THE PLATE OR ANGLE TO THE EXTENT REQUIRED TO

ACCOMPLISH A COMPLETE JOB.

16. WHEN NO MEMBER SIZE IS GIVEN IN PLAN AND/OR SECTION, AND THE SIZE CANNOT BE

DETERMINED GRAPHICALLY, THE MINIMUM SIZE ASSUMED FOR BIDDING SHALL BE AS FOLLOWS:

CHANNELS C12x35 W-SHAPES W16x50 ANGLES L6x6x1/2 TUBES HSS6x6x1/2

PIPES 6"∅ X-STRONG

WT (TEE'S) WT8x25

UNLESS OTHERWISE NOTED ALL MEMBERS INDICATED ON PLAN ARE W-SHAPES. FINAL SIZES SHALL BE CONFIRMED BY ENGINEER VIA A REQUEST FOR INFORMATION (RFI) DURING THE BID PERIOD OR

DURING THE SHOP DRAWING PHASE. CONTRACTOR SHALL NOT BE ENTITLED TO COSTS FOR

REVISIONS TO THE MEMBER SIZE IF AN RFI IS NOT SUBMITTED IN A TIMELY MANNER.

(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING SHALL APPLY)

GENERAL NOTES (STRUCTURAL STEEL)

DAMAGED BY CONSTRUCTION OPERATIONS.

ABBREVIATIONS

ADJ. ADJUSTMENT H.S.B. HIGH STRENGTH BOLTS

ALT. ALTERNATE I.D. INSIDE DIAMETER

A.B. ANCHOR BOLT I.E. INVERT ELEVATION

ATTACH. ATTACHMENT IN. INCHES

BOT. BOTTOM INSUL. INSULATION

BLDG. BUILDING JT. JOINT

BM. BEAM L.L.V. LONG LEG VERTICAL

B.R. BRIDGING LP. LOW POINT

CANT. CANTILEVER LOC'NS. LOCATIONS

CL. CENTER LINE MAX. MAXIMUM

CLR. CLEARANCE / CLEAR M.C. MOMENT CONNECTION

CA COLUMN ABOVE MID. MIDDLE

CB COLUMN BELOW MIN. MINIMUM

COL. COLUMN NO., # NUMBER

CONC. CONCRETE N.T.S. NOT TO SCALE

CONN. CONNECTION O.C. ON CENTER

CONT. CONTINUOUS / CONTINUATION PL. PLATE

DIA. DIAMETER P.S.F. POUNDS PER SQUARE FOOT

DWG. DRAWING P.S.I. POUNDS PER SQUARE INCH

EA. EACH R.D. ROOF DRAIN

E.F. EACH FACE REINF. REINFORCING / REINFORCED

EL., ELEV. ELEVATION REQ'D. REQUIRED

E.O.D. EDGE OF DECK SCHED. SCHEDULE

E.O.S. EDGE OF SLAB S.C. SLIP CONNECTION

EQ. EQUALLY SPL. SPLICE

E.W. EACH WAY SP. SPACING

EXIST. EXISTING SQ. SQUARE

EXP. EXPANSION SYM. SYMBOL

E.J. EXPANSION JOINT T & B TOP AND BOTTOM

EXT. EXTENSION THK. THICKNESS

FIN. FINISHED T.O.S. TOP OF STEEL

FT. FOOT / FEET T.O.W. TOP OF WALL

FTG. FOOTING TYP. TYPICAL

H. HANGER U.O.N. UNLESS OTHERWISE NOTED

H.P. HIGH POINT VERT. VERTICAL

HOR., HORIZ. HORIZONTAL W.W.F. WELDED WIRE FABRIC

SNOW, WIND, & EARTHQUAKE LOADS (IBC 2015)

LIVE LOADSDEAD LOADS

OCCUPANCY PSFMAIN ROOF

IBC SECTION 1608

IBC SECTION 1609

IBC SECTIONS 1613-1618 EARTHQUAKE DESIGN

WIND LOAD

SNOW LOAD

CLASSROOMS

CONFERENCE ROOMS

STAIRS

LOBBIES & CORRIDORS

RESTROOMS

STORAGE

OFFICES

FLAT ROOF SNOW LOAD

2 PSF

10 PSF

7 PSF

5 PSF

- MEMBRANE

- MECHANICAL & ELECTRICAL

- DECK & INSULATION

- MISC.

24 PSF - TOTAL (NOT INCLUDING STEEL)

SEISMIC IMPORTANCE FACTOR:

E

= 1.50

0.2 SPECTRAL RESPONSE ACCELERATION:

1.0 SPECTRAL RESPONSE ACCELERATION:

DAMPED DESIGN SPECTRAL RESPONSE:

ACCELERATION (SHORT PERIODS)

DAMPED DESIGN SPECTRAL RESPONSE:

ACCELERATION (1-second PERIOD)

SEISMIC DESIGN CATEGORY:

SITE CLASSIFICATION:

BASIC WIND SPEED (3-Second GUST):

3S

WIND LOAD IMPORTANCE FACTOR:

WIND EXPOSURE:

GUST EFFECTIVE FACTOR:

INTERNAL PRESSURE COEFFICIENT:

GROUND SNOW LOAD:

FLAT ROOF SNOW LOAD:

SNOW EXPOSURE FACTOR:

SNOW LOAD IMPORTANCE FACTOR:

SNOW THERMAL FACTOR:

Pg

Pf

Ce

Is

Ct

= 40 PSF

= 34 PSF

= 1.00

= 1.20

= 1.00

V

Iw

CATEGORY "B"

G

Gcpi

= 120 MPH

= 1.00

= 0.85

= ±0.18

= 0.181

= 0.069

= 0.193S

S

S

I

= 0.111S

CATEGORY "C"

SITE CLASS D

DOES NOT INCLUDE DRIFT

INCLUDES 20 PSF PARTITION LOAD

**70

*34

S

DS

D1

RISK CATEGORY IV

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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EXIST. 5"Ø

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EXIST

W12x30

EXIST

W12x30

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(TYP.)

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(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V .I

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(V .I

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(V .I

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CL.

POST

CL.

POST

CL.

POST

CL.

POST

EXISTING

COOLING

TOWER

EXISTING DUNNAGE

FRAMING AND POSTS

TO BE DEMOLISHED

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TOWER

EXIS

T. 5

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6' - 3 5/8" 15' - 6 3/8"

EXIS

T. 5

"Ø

PO

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DEMOLISH EXIST.

DUNNAGE POST

(TYP. FOR 4 LOCATIONS)

SCALE: 1/8" = 1'-0"

STRUCTURAL ROOF & DUNNAGE DEMOLITION PLAN

1. DUNNAGE ELEVATION 28'-4 3/8" ABOVE EXISTING FINISHED FLOOR UNLESS OTHERWISE

NOTED. VERIFY IN THE FIELD

2. ALL EXISTING CONDITIONS ARE TO BE VERIFIED IN FIELD.

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IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

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(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V .I

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EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x26

EXIST. W14x30

EXIST. W18x40

EXIST. W18x40

EXIST. W14x26

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x30

EXIST. W18x40

EXIST. W18x40

EXIST. W14x26

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x30

EXIST. W18x40

EXIST. W14x26

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x22

EXIST. W14x26

EXIST. W14x30

EXIST. W18x40

EXIST. W14x30

EXIST. W14x30

EXIST. W14x30

EXIST. W14x26

EXIST. W14x22

EXIST. W14x30

EXIST. W14x30

EXIST. W14x30

EXIST. W14x30

EXIST. W14x30

EXIST. W14x30

EXIST. W18x40 EXIST. W18x40

EXIST. W14x30EXIST. W14x30EXIST. W14x30

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W x

E X

IS

T

W x

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

EXIS

T. 5

"Ø

PO

ST U

P

7' - 1" 14' - 9"

CL. BEAM

POST

CL. BEAM

POST

DEMOLISH EXISTING POST

REFER TO SD-201

(TYP. FOR 4 LOCATIONS)

SCALE: 1/8" = 1'-0"

EXISTING ROOF FRAMING PLAN

1. TOP OF EXISTING STEEL AT ELEVATION 23'-0" ABOVE EXISTING FINISHED FLOOR UNLESS OTHERWISE

NOTED.

2. EXISTING ROOF DECK - 1 1/2", 22 GA. COMPOSITE METAL DECK w/ 2 1/2" CONCRETE OVER DECK REINFORCED WITH ONE LAYER OF 6x6 - W2.9xW2.9 WWF. VERIFY IN THE FIELD.

3. ALL EXISTING CONDITIONS ARE TO BE VERIFIED IN FIELD, PRIOR TO SUBMISSION OF SHOP

DRAWINGS.

SEE PLAN FOR

FRAMING SIZE

(TYP.)

SF-201

1 DUNNAGE FRAMING SECTION

SCALE: 3/4" = 1'-0"

1' - 1 1/2"

2' - 6"

CL.

POST

CL.

BEAM

SPRING VIBRATOR

INSOLATOR (SEE

MECH. DWGS.)

COOLING TOWER

(SEE MECH. DWGS.)

T.O. SPRING ISOLATOR

EL. +5'-3" ABOVE FINISH ROOF

(REFER TO MECH DWGS.)

POST , SEE PLAN

FOR SIZE

6 1/2" x 1/2" x 1'-0"

PLATE SHOP WELDED

TO HSS POST

(4) 3/4"⌀ A325 BOLTS

(TYP.)

EXISTING FRAMING

SEE PLAN

T.O. STEEL DUNNAGE

EL. (SEE PLAN)

/8

NOTE:

ELEVATION OF DUNNAGE ABOVE ROOF STEEL SHALL BE

ADJUSTED AS NECESSARY TO ENSURE COOLING TOWER

OVERLFOW HEIGHT IS WITHIN 0.5" OF COOLINIG TOWER-3

HEIGHT.

3/8" THK. STIFFENER

PLATE

3/8" THK. STIFFENER

PLATE

EXISTING ROOF SLAB AnD

ROOF CONSTRUCTION.

(V.I.F.)

V .I

.F

E D C B A

EXIST.

L3x2 1/2"x1/4"

(TYP.)

EXIS

T. 5

"Ø

PO

ST EXIST.

W12x30

EXIST.

W12x30

E X

IS

T

W x

E X

IS

T

W x

E X

IS

T

W x

EXIST. 5"Ø

PO

ST

EXIS

T. 5

"Ø

PO

ST

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V.I.F.)

24' - 8"

(V .I

.F

(V .I

.F

(V .I

.F

CL.

POST

CL.

POST

CL.

POST

CL.

POST

EXISTING

COOLING

TOWER

SF-201

L3x2 1/2"x1/4"

KICKER, SEE

TYPICAL DETAIL

(TYP. FOR 8)

/4

H SS6x0.375

PO

ST

H SS6x

0.

PO

ST

H SS6x

0.

PO

ST

W12x45

W12x45

W x

W x

W x

W x

/8

W x

/8

W x

/8

W x

COOLING

TOWER OP WT.

37,215 LBS, EACH1' - 0 3/8"

4' - 11 1/4"

/4

(TYP.)

1' - 1 1/2"

6' - 3 5/8" 15' - 6 3/8"

CL.

POST

4' - 7 3/8"

4' - 3 1/2"H SS6x0.375

PO

ST

EXIS

T. 5

"Ø

PO

ST

H SS6x

0.

PO

ST

H SS6x

0.

PO

ST

SCALE: 1/8" = 1'-0"

EXISTING DUNNAGE FRAMING PLAN

1. TOP OF NEW DUNNAGE STEEL AT ELEVATION 28'-11" ABOVE EXISTING FINISHED FLOOR

UNLESS OTHERWISE NOTED. VERIFY IN THE FIELD.

2. ALL EXISTING CONDITIONS ARE TO BE VERIFIED IN FIELD.

3. BOTTOM OF NEW COOLING TOWER ELEVATIONS SHALL BE 5'-3" ABOVE TOP OF FINISH

ROOF, REFER TO MECHANICAL DWGS.

BEAM SEE PLAN

POST

TYPICAL KNEE BRACE DETAIL

1/4"

TYP.

SCALE: N.T.S.

W.P.

W.P.

L3x2 1/2"x1/4"

KNEE BRACE.

PL. 6x6x3/8 w/ (2) 3/4"∅ A325

BOLT.

TOP OF DUNNAGE STEEL

EL - SEE PLAN

CL.

BEAM1

"1

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A L

B A

N Y

S T

R A

T T

O N

V A

M E

D

IC

A L

C E

N T

E R

H

O L

L A

N D

A V

E N

U E

A L

B A

N Y

N

Y

E X

IS

T

IN

G R

O O

F F

R A

M

IN

G

D U

N N

A G

E P

L A

N

S F

- 2

N A S

T W H

D W J

W

HEAT TRACE SCHEDULE

CIRCUIT POWER

LENGTH

(FT)

PIPING SYSTEM

OUTPUT

(W/FT)

VOLTAGE PHASE

NOMINAL

CURRENT (AMP)

BREAKER

CURRENT (AMP)

TRANSFORMER

LOAD (W)

MODEL NOTES

C1 P1 64 CT-1 STEAM 3.78 208 1 1.2 1.5 314.8 HLT25-JT 2,3

C2 P2 42 CT-1 SIDESTREAM SUP 2.16 208 1 0.4 0.8 136.1 CLT25-JT 1,3

C3 P3 42 CT-1 SIDESTREAM RET 2.16 208 1 0.4 0.8 136.1 CLT25-JT 1,3

C4 P4 52 CT-2 STEAM 3.78 208 1 0.9 1.2 255.8 HLT25-J 2,3

C5 P5 42 CT-2 SIDESTREAM SUP 2.16 208 1 0.4 0.8 136.1 CLT25-JT 1,3

C6 P6 42 CT-2 SIDESTREAM RET 2.16 208 1 0.4 0.8 136.1 CLT25-JT 1,3

NOTES:

1. SELF-REGULATING 5 WATT HEATER CABLE

2. HIGH TEMPERATURE SELF-REGULATING HEATER CABLE

3. PROVIDE POWER CONNECTION KIT TO ALL CIRCUITS

PIPE SUPPORT SCHEDULE

TAG NO. EQUIPMENT

BASE

DIMENSIONS

PIPING SYSTEM

BRACING

LENGTH (FT.)

SIDE POST

HEIGHT

INTERIOR

WIDTH POST

TO POST

DISTANCE

TO BOTTOM

OF PIPE

BASIS OF DESIGN MODEL NOTES

A PSL SUPPORT 18" x 18" x 3" CONDENSER WATER - 37 1/2" 24 3/8" 18 5/8" PHP SYSTEM/DESIGN PSL-2-2 1,3,5,6

B PSL SUPPORT 18" x 18" x 3" EQUALIZER - 78 3/4" 30" 65 1/8" PHP SYSTEM/DESIGN PSL-5-2 1,4,5,6

C PSL BRACING - - 4 - - - PHP SYSTEM/DESIGN PSE BRACING 1,5

D PSL BRACING - - 8 - - - PHP SYSTEM/DESIGN PSE BRACING 1,5

E PSL BRACING - - 10 - - - PHP SYSTEM/DESIGN PSE BRACING 1,5

NOTES:

1. PIPE SUPPORT SYSTEM IS CONSTRUCTED OF HOT DIPPED GALVANIZED CARBON STEEL (PER ASTM A 123) AND 304 STAINLESS STEEL (MILLED FINISHED).

ROLL-FORMED 3-SIDED TUBULAR SHAPE, PERFORATED WITH 9/16" HOLES AT 1-7/8" CENTERS ON THREE SIDES. 12 GAUGE THICKNESS. NUTS AND

WASHERS ARE HOT DIP GALVANIZED CARBON STEEL OR 304 STAINLESS STEEL.

2. BASE MATERIAL IS INJECTION MOLDED HIGH DENSITY/HIGH IMPACT POLYPROPYLENE WITH UV-INHIBITORS AND ANTIOXIDANTS, BLACK.

3. PSL-2-2 SUPPORTS TO BE USED ON ALL NEW CWTT PIPING ON ROOF. CENTER OF PIPE AT 2"-0" ABOVE ROOF SURFACE. SEE MP-402 FOR PIPE ELEVATIONS.

4. PSL-5-2 SUPPORTS TO BE USED ON ALL EQUALIZER PIPING ON ROOF. CENTER OF PIPE AT 6" - 0 1/8" ABOVE ROOF SURFACE. SEE MP-402 FOR PIPE

ELEVATIONS.

5. ALL PIPE SUPPORT AND SEISMIC SYSTEMS ARE DELEGATED DESIGN. BASIS OF DESIGN IS PHP DESIGN/SYSTEMS OR EQUIVALENT. ALL CALCULATIONS

AND DESIGN SHALL BE PERFORMED BY PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK. DIFFERENT BRACING LENGTHS AND THEIR

REQUIRED POSITION TO BE DETERMINE BY PROFESSIONAL ENGINEER AS PART OF THE DELEGATED DESIGN. BRACING LENGTHS ARE FOR SEISMIC

BRACING.

6. STEEL TIE-DOWN CABLES WITH EYEBOLTS TO BE PROVIDED FOR SEISMIC PROTECTION AS PART OF THE DELEGATED DESIGN. LOCATION AND NUMBER

OF STEEL TIE-DOWN CABLES WITH EYEBOLTS TO BE DETERMINED AS PART OF THE DELEGATED DESIGN BY ENGINEER.

CWTT CONDENSER WATER TO TOWER

CWFT CONDENSER WATER FROM TOWER

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

LPS LOW PRESSURE STEAM

LPC LOW PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

HWS HOT WATER SUPPLY

HWR HOT WATER RETURN

DN DOWN

KW KILOWATTS

RPM REVOLUTIONS PER MINUTE

HP HORSEPOWER

(E) EXISTING TO REMAIN

CT COOLING TOWER

CH CHILLER

COND P CONDENSER PUMP

CH-P CHILLER PUMP

UH UNIT HEATER

PRV PRESSURE REDUCING VALVE

HX HEAT EXCHANGER

CW DOMESTIC COLD WATER

FD FLOOR DRAIN

RD ROOF DRAIN

VFD VARIABLE FREQUENCY DRIVE

FM FLOW METER

SYMBOLS & ABBREVIATIONS

POINT OF DISCONNECTION

POINT OF CONNECTION

BALL VALVE (SINGLE-LINE)

GATE VALVE (SINGLE-LINE)

PRESSURE REDUCING VALVE

(SINGLE-LINE)

ELBOW UP (SINGLE-LINE)

ELBOW DOWN (SINGLE-LINE)

PIPE SECTION UP (DOUBLE-LINE)

PIPE SECTION DOWN (DOUBLE-LINE)

PIPE CAP (SINGLE-LINE)

PIPE ELBOW (SINGLE-LINE)

DEMOLITION

DIRECTION OF FLOW

DOUBLE-LINE CONTIUATION

SINGLE-LINE CONTIUATION

PIPE REDUCER (SINGLE-LINE)

CHECK VALVE (SINGLE-LINE)

STRAINER (SINGLE-LINE)

SOLENOID VALVE (SINGLE-LINE)

OR

SS SIDE STREAM FILTER

X

X

DEMOLITION KEYNOTE

NEW WORK KEYNOTE

STEAM TRAP (ONE-LINE)

OS&Y GATE VALVE (ONE-LINE)

RH ROOF HYDRANT

MOTORIZED CONTROL VALVE1(1/2" - 2")

MOTORIZED CONTROL VALVE (8" - 18")

DCW DOMESTIC COLD WATER

IDW INDIRECT WASTE WATER

RPZ (ONE-LINE)

RPZ (TWO-LINE)

PRESSURE GAUGE

MOTORIZED CONTROL VALVE (ONE-LINE)V MOTORIZED CONTROL VALVE

M

TEMPERATURE TRANSMITTER

LT LEVEL TRANSMITTER

MANUAL ISOLATION

BUTTERFLY VALVE (2-LINE)

MANUAL ISOLATION

BUTTERFLY VALVE (ONE-LINE)

S

PT PRESSURE TRANSMITTER

FLOW METER

PUMP (ONE-LINE)

TRIPLE-DUTY VALVE (ONE-LINE)

OR TT

P/T PORT

M

M

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

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T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

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T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

M E

C H

A N

IC

A

L L

E G

E N

D

S C

H E

D U

L E

S

M P

-0

B F W

A N G K M W

B F W

A -1 -8

NOTES/ACCESSORIES:

1. PROVIDE SEISMIC ISOLATOR (SPRING RAIL) WITH SNUBBER AND LIMIT STOPS TO SUPPORT EACH UNIT ON TOP OF DUNNAGE (26'-8 1/8" AFF OFF PLANT FLOOR). SPRING RAIL HEIGHT FROM ROOF SURFACE SHALL BE COORDINATED TO MATCH EXISTING CT-3's OVERFLOW HEIGHT.

2. PROVIDE VARIABLE SPEED DRIVE FOR FAN MOTORS. INSTALL INSIDE CHILLER PLANT. INSTALL IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION MANUAL. REFER TO VFD SCHEDULE ON THIS SHEET.

3. PROVIDE STEAM SUMP HEATER (SPARGE TUBE).

4. PROVIDE BASIN SWEEPING SYSTEM WITH FLANGED CONNECTION AT EXTERIOR OF UNIT FOR CONNECTION TO EXISTING

SIDE STREAM FILTER SKID.

5. PROVIDE 12" EXTERIOR FLANGED CONNECTION SIDE-TAPPED INTO THE BASIN OF EACH TOWER FOR CONNECTION OF

EQUALIZER.

6. PROVIDE MECHANICAL VIBRATION CUTOFF SWITCH FOR FAN MOTOR ON FAN SUPPORT FRAMEWORK. CONNECT

VIBRATION CUTOFF SWITCH TO FAN VARIABLE SPEED DRIVE.

7. PROVIDE ONE (1) MOVABLE DAVIT ARM AND MOUNTING BRACKET FOR FAN REMOVAL AND MAINTENANCE.

8. PROVIDE HEAVY GAUGE, TYPE 304 STAINLESS STEEL HOT WATER DISTRIBUTION BASINS. PROVIDE POLYPROPYLENE

METERING ORIFICES TO ASSURE EVEN DISTRIBUTION OF WATER OVER WET DECK SURFACE. PROVIDE TYPE 304 STAINLESS STEEL COVERS TO PREVENT ACCUMULATION OF DEBRIS AND ALGAE IN THE HOT WATER DISTRIBUTION

BASINS.

9. PROVIDE A HEAVY GAUGE, HOT-DIPPED GALVINIZED STEEL WIRE FAN GUARD.

10. PROVIDE HOT WATER BASIN DAMS IN EACH HOT WATER BASIN TO ACCOMMODATE WATER FLOW RATES DOWN TO 50%

OF THE DESIGN FLOW

11. ALL WETTED PARTS/SURFACES SHALL BE STAINLESS STEEL CONSTRUCTION.

12. LOW SOUND FAN SHALL BE PROVIDED AND ARE DRIVEN BY A ONE-PEICE MULTI-GROOVE, NEOPRENE/POLYESTER BELT.

MOTOR IS MOUNTED ON AN ADJUSTABLE MOTOR BASE. FAN AND MOTOR SHEAVES ARE NON-CORROSIVE CAST ALUMINUM. THE POWER TRAIN FAN DRIVE SYSTEM, INCLUDING FAN MOTORS, IS WARRANTED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR FIVE (5) YEARS FROM DATE OF SHIPMENT. REFER TO VFD SCHEDULE ON THIS

SHEET.

13. 10" WATER OUTLET SHALL BE LOCATED AT THE DEPRESSED AREA OF THE COLD WATER BASIN. SEE SUBMITTAL DRAWING

FOR EXACT LOCATION.

14. THE MAXIMUM FLOW RATE FOR CT-1/2 IS 2250 GPM. THE TOWER'S CONDENSER PUMPS (COND-P-4/5) HAVE A FLOW RATE

OF 2100 GPM AT AN AVERAGE OF 55.2 HZ FOR THEIR RESPECTIVE VFD.

15. PROVIDE CONDUCTANCE PROBE STYLE LEVEL CONTROL SENSOR WITH LOW LEVEL/HIGH LEVEL ALARM, HEATER CUTOUT, ADJ. PROBE TO BE CONNECTED TO ALC BMS. INSTALL IN ACCORDANCE WITH MANUFACTURER INSTALLATION

MANUAL.

EXISTING PUMP SCHEDULE

NO. LOCATION TYPE SERVICE WORK REQUIRED

LOW FLOW

RATE (GPM)

HIGH FLOW

RATE(GPM)

DESIGN

HEAD IN

FEET

ACTUAL HEAD

IN FEET

ACTUAL PRESSURE

DIFF. (PSIG)

MOTOR CHARACTERISTICS

IMPELLER SIZE

(DIA. in.)

MANUFACTURER MODEL NOTES

RPM HP VOLTS PHASE BHP

CH P-1 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 33.5 14.5 1180 30 460 3 26.8 11.2 ARMSTRONG FTV-FS N/A

CH P-2 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 32.8 14.2 1180 30 460 3 27.0 11.2 ARMSTRONG FTV-FS N/A

CH P-3 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 33.3 14.4 1180 30 460 3 27.0 11.2 ARMSTRONG FTV-FS N/A

CH P-9 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 32.8 14.2 1180 30 460 3 27.0 11.2 ARMSTRONG FTV-FS N/A

CH P-9X CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 32.8 14.2 1180 30 460 3 27.0 11.2 ARMSTRONG FTV-FS N/A

CH P-10 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 1800 39 32.8 14.2 1180 30 460 3 27.0 11.2 ARMSTRONG FTV-FS N/A

CH P-12 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 2400 64 52.4 22.7 1185 50 460 3 37.0 12.83 PACO 1903EE N/A

CH P-13 CHILLER ROOM BASE MOUNTED CHILLER WATER REFERENCE ONLY - 2400 64 50.8 22.0 1185 50 460 3 37.8 12.83 PACO 1903EE 1

COND P-4 CHILLER ROOM BASE MOUNTED CONDENSER WATER ONLY BALANCE - 2100 80 67.0 29.0 1186 60 460 3 47.5 14.44 ARMSTRONG FTV-FS 1

COND P-5 CHILLER ROOM BASE MOUNTED CONDENSER WATER ONLY BALANCE - 2100 70 63.5 27.5 1185 60 460 3 52.26 14.44 ARMSTRONG FTV-FS 1

COND P-6 CHILLER ROOM BASE MOUNTED CONDENSER WATER ONLY BALANCE - 2100 80 69.8 30.2 1185 60 460 3 48.4 14.44 ARMSTRONG FTV-FS 1

COND P-14 CHILLER ROOM BASE MOUNTED CONDENSER WATER ONLY BALANCE 2250 3000 80 82.0 35.6 1780 75 460 3 70.6 10.48 PACO 1922EE 1,2

COND P-15 CHILLER ROOM BASE MOUNTED CONDENSER WATER ONLY BALANCE 2250 3000 80 81.3 35.2 1780 75 460 3 70.84 10.48 PACO 1922EE 1,2

SS-3/P-18 CHILLER ROOM BASE MOUNTED SIDE STREAM FILTER BALANCE 300 600 1765 15 460 3 1,3

VARIABLE FREQUENCY DRIVE SCHEDULE

NO. ASSOCIATION. VOLTAGE (V) AMPERAGE (A) PHASE WEIGHT (LB.) BASIS OF DESIGN BASIS OF DESIGN NOTES

VFD-1 CT-1 FAN MOTOR 480 32.6 3 25.68 SCHNEIDER ELECTRIC ATV212HD22N4S 1

VFD-2 CT-2 FAN MOTOR 480 32.6 3 25.68 SCHNEIDER ELECTRIC ATV212HD22N4S 1

VFD-14 COND P - 14 480 101 3 97 SCHNEIDER ELECTRIC ATV61HD55N4 N/A

VFD-15 COND P -15 480 101 3 97 SCHNEIDER ELECTRIC ATV61HD55N4 N/A

VFD-SS-3/P-18 SIDE STREAM - 3 480 101 3 97 SCHNEIDER ELECTRIC ATV61HD55N4 N/A

COOLING TOWER SCHEDULE

NO. LOCATION UNIT TYPE

NOMINAL

CAPACITY (TONS)

WATER FLOW

(GPM)

AMBIENT AIR

TEMP. (°F wb)

EWT

(°F)

LWT

(°F)

DRIFT LOSS

(GPM)

FAN MOTOR

BASIS OF DESIGN MODEL NOTES

NO. RPM HP VOLTAGE (V) PHASE

CT-1 CHILLER PLANT ROOF CROSSFLOW 700 2100 78 95 85 22.5 1 VARIABLE 30 460 3 BALTIMORE AIRCOIL COMPANY XES3E-1222-13O ALL ACCESSORIES REQUIRED BELOW

CT-2 CHILLER PLANT ROOF CROSSFLOW 700 2100 78 95 85 22.5 1 VARIABLE 30 460 3 BALTIMORE AIRCOIL COMPANY XES3E-1222-13O ALL ACCESSORIES REQUIRED BELOW

FLOW METER SCHEDULE

NO. SERVICE / LOCATION

PROCESS

CONNECTION

SIZE (in.)

ACCURACY

FLOW RANGE

(GPM)

VELOCITY

RANGE (ft/sec)

MAX.

PRESSURE

(PSI)

AMBIENT

TEMPERATURE (°F)

WATER

TEMPERATURE

RANGE (°F)

COMMUNICATIONS VOLTAGE

INGRESS

PROTECTION

BASIS OF DESIGN MODEL NOTES

(E)FM-5

(E) CT-3 MAKEUP

WATER

- - - - - - - - - - - - N/A

(E)FM-6

(E) CT-3 CONDENSER

WATER

- - - - - - - - - - - - N/A

FM-2

CT-1/2 MAKEUP WATER

/ CHILLER ROOM

3/4

+/- 0.5% from 5 to 100% Qs, +/- 1% from 1 to 5% Qs

5.2 TO 52 0.328 to 32.81 145 23 to 131 32 to 122 RS485 24 VAC IP67 OMEGA FMG602-VAC N/A

FM-3

CT-1 CONDENSER

WATER

6"

+/- 0.5% from 5 to 100% Qs, +/- 1% from 1 to 5% Qs

286.2 TO 2,862 0.328 to 32.81 145 23 to 131 32 to 122 RS485 24 VAC IP67 OMEGA FMG611 N/A

FM-4

CT-2 CONDENSER

WATER

6"

+/- 0.5% from 5 to 100% Qs, +/- 1% from 1 to 5% Qs

286.2 TO 2,862 0.328 to 32.81 145 23 to 131 32 to 122 RS485 24 VAC IP67 OMEGA FMG611 N/A

FM-7

BLOWDOWN / CHILLER

ROOM

3/4

+/- 0.7% from 5 to 100% Qs, +/- 1% from 1 to 5% Qs

0.66 TO 13.2 - 145 41 to 140 32 to 122 RS485

12 to 24

VDC

IP65 OMEGA FMG915B-SS-IO-NPT N/A

ALT. NO. DEDUCT ALTERNATE DESCRIPTION DISCIPLINES INVOLVED

CROSS-CONNECTION BETWEEN TOWERS, CT-1/2 AND CT-3.

INCLUDES EQUALIZER LINE ON ROOF.

MECH. & CONTROLS

DEMOLITION OF OLD CHW / HW MAINS IN CORNER OF CHILLER

PLANT

MECHANICAL ONLY

3 RE-FEEDING LOW-PRESSURE STEAM HEADER MECHANICAL ONLY

MOTORIZED CONTROL VALVE SCHEDULE

NO. LOCATION EXISTING/NEW PIPE SIZE (in.) TYPE SERVICE

MOTOR

VOLTAGE (VAC)

MODULATING

OR 2-WAY

BASIS OF DESIGN MODEL NOTES

V-1 CHILLER 1 CWTT BRANCH TO HEADER EXISTING 10 BUTTERFLY CWFT - 2-POSITION - - N/A

V-3 CHILLER 2 CWTT BRANCH TO HEADER EXISTING 10 BUTTERFLY CWFT - 2-POSITION - - N/A

V-7 BRANCH TO CT-1 INLETS NEW 10 BUTTERFLY CWTT 120 2-POSITION N/A

V-7A CT-1 CW SUMP LINE ON ROOF NEW 10 BUTTERFLY BYPASS 120 MODULATING N/A

V-8 SIDE STREAM RETURN FROM CT-1 NEW 4 BUTTERFLY SIDE STREAM FILTER RETURN 120 2-POSITION N/A

V-9 BRANCH TO CT-2 INLETS NEW 10 BUTTERFLY CWTT 120 2-POSITION N/A

V-9A CT-2 CW SUMP LINE ON ROOF NEW 10 BUTTERFLY BYPASS 120 MODULATING N/A

V-10 SIDE STREAM RETURN FROM CT-2 NEW 4 BUTTERFLY SIDE STREAM FILTER RETURN 120 2-POSITION N/A

V-11 SIDE STREAM SUPPLY TO CT-2 NEW 4 BUTTERFLY SIDE STREAM FILTER SUPPLY 120 2-POSITION N/A

V-12 WATER-SIDE ECONOMIZER EXISTING 8 BUTTERFLY CWFT - 2-POSITION - - N/A

V-13 BYPASS TO WATER-SIDE ECONOMIZER EXISTING 8 BUTTERFLY CWFT - 2-POSITION - - N/A

V-17 SIDE STREAM SUPPLY TO CT-1 NEW 4 BUTTERFLY SIDE STREAM FILTER SUPPLY 120 2-POSITION N/A

V-19 BRANCH TO COOLING TOWER 1 NEW 10 BUTTERFLY CWFT 120 2-POSITION N/A

V-20 BRANCH TO COOLING TOWER 2 NEW 10 BUTTERFLY CWFT 120 2-POSITION N/A

V-27 MAKE-UP WATER BRANCH TO CWTT MAIN NEW 2 2-PIECE, BALL DCW (MAKE-UP WATER) 120 MODULATING N/A

V-29 AT CWFT HEADER NEW 3/4 2-PIECE, BALL BLOWDOWN 24 2-POSITION N/A

NOTES:

1. WHEN BALANCING, ALL EXISTING TD VALVES SHALL REMAIN 100% OPEN WITH FLOW RATE SET WITH PUMP SPEED. THE BALANCED PUMP SPEED SHALL BE PROGRAMMED INTO THE BMS OR VFD.

2. PUMP FLOW RATE SHALL BE 3000 GPM WHEN SERVING CT-3 AND 2250 GPM WHEN SERVING CT-1 OR CT-2.

3. PUMP FLOW RATE SHALL BE 600 GPM WHEN SERVING BOTH CT-1 AND CT-2 SIMULTANEOUSLY, AND 300 GPM WHEN SERVING EITHER CT-1 OR CT-2.

NOTES:

1. REMOTE VFD INSIDE CHILLER PLANT

E D C B A

MP-401

(E)18" CWTT

(E)10" CWFT

(E)18" CWFT

(E )1

C W

T T

(E)18" CWTT

(E )1

C W

T T

(E )1

C W

F T

(E)10" CWFT

(E)8" CWFT (E)8" CWFT

(E)8" CWTT

(E)8" CWFT

(E )8

C

W T

T

(E)10" CWFT

(E )1

C W

F T

(E)12" CWFT

(E )1

C H

W R

(E )1

C H

W R

(E)12" CWTT

(E)6" SF

10" HWR

10" HWS

14" CHWR

14" CHWS

TO FACILITY

10" CWTT

UP TO CT-1

10" CWTT

UP TO CT-2

(E)10" CHWS

(E)10" CHWR

(E)10"

CWFT

BYPASS

FROM CT-3

(E)12" CWTT

UP TO CT-3

(E)12" CWFT

FROM CT-3

COND

P-15

COND

P-14

(E )1

C W

F T

CH-3

CH-2

CH-1

(E )1

C W

F T

(E )1

C W

F T

(E )1

C W

F T

(E )1

C W

F T

(E )1

C W

F T

(E)HX-1

SS-3/P-18

BASKET

FILTER

SIDE

STREAM

FILTER

SS-2

COND

P-4 CH P-1

COND

P-5

CH P-2 CH P-3

COND

P-6

CH P-13

CH P-12

(E)10" CHWR

(E)10" CHWR

(E)10" CWFT

UP TO CT-1

(E)10" CWFT

UP TO CT-2

(E)6" SF

(E)10" CHWS

(E)10" CHWR

2 2

(E)6" SF

(E)6" SF

(E)6" SF

(E)6" SF

(E)6" SF

(E)10" CWTT

(E )1

C W

(E )1

C W

CH P-9

CH P-10

CH P-9X

(E)10" HWS

(E)10" HWR

(E)3" HWR

(E)3" HWS

(E)3" HWR

(E)3" HWS

M

M

M

M

M

M

M M

MP-401

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD (E)FD

(E)FD(E)FD

(E)FD

(E)FD

DEMOLTION KEYNOTES:

1. REMOVE EXISTING HWS/R AND CHWS/R PIPING TO EXISTING SHUTOFF VALVES. REFER TO DRAWING MP-401, PLAN NO. 1 FOR LOCATION.

2. REMOVE CONDENSER PIPING BETWEEN COOLING TOWER, CT-1 AND CT-2, AND EXISTING HEADERS LOCATED IN CHILLER PLANT AS SHOWN. SEE MD-103 FOR CONTINUATION. REMOVE MOTORIZED 3-WAY VALVE.

3. REMOVE WATER METER AND 3/4" BLOW DOWN PIPE UP TO EXISTING HEADER.

4. DISCONNECT AND CAP WATER TREATMENT LINE FROM CONDENSER WATER PIPING. WATER TREATMENT

PIPING EXISTING TO REMAIN.

5. REMOVE EXISTING 6" SIDE STREAM FILTER PIPING. REFER TO INSTALLATION PLANS FOR RECONNECTION TO

NEW SUMP BASIN SWEEPING SYSTEM. PROVIDE WELD CAP AT DISONNECTED TEES.

6. REMOVE EXISTING CAP ON CWTT/CWFT HEADER AND PREPARE FOR NEW CROSS-CONNECTION. THIS WORK IS

PART OF DEDUCT ALTERNATE NO. 1.

X

MP-401

(E)3/4" BLOW DOWN

(E)3/4" BLOW DOWN

(E )1

)1

W

T

(E )1

(E)1" WT

S

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

F

IR

S T F

L O

O R

D E

M O

L

IT

IO

N

P L

A N

C O

N D

E N

S E

R P

IP

IN

G

M D

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLAN - CONDENSER PIPING

E D C B A

MP-401

(E)2" LPC

(E )1

L P

C

(E )3

L P

C

UH-1

UH-2

COND

P-14

(E)HX-1

CH-1 CH-2

SS-3/P-18

COND

P-15

CH-3

UP TO CT-1

UP TO

CT-2

(E)2" LPS UP

TO CT-3

TO UNIT HEATERS

IN CHILLER ROOM

TO LPC

MAIN

(E)PRV BELOW

STEAM

TRAP

STEAM

TRAP

STEAM

TRAP

CH P-13

CH P-12

SIDE

STREAM

FILTER

SS-2

CH P-2

COND

P-5

CH P-1

COND

P-4

CH P-3

COND

P-6

PRV

PRV

RELIEF VALVE

FOR STEAM

HEADER

(E )2

L P

S

(E)2" LPC

(E )2

L P

S

(E )2

L P

C

DEMOLTION KEYNOTES:

1. DISCONNECT LPS AND LPC PIPING BETWEEN EXISTING COOLING TOWERS, AND

STEAM AND CONDENSATE MAIN. REFER TO MD-103 FOR CONTINUATION.

2. PLUG ALL UNUSED OPENINGS.

X

(E)8" HPS(110 PSIG)

(E )8

H

P S

(1 P

S

IG

(E)CONV-1

(E)CONV-2

UNDER

(E)CONV-4

(E)CONV-3

PRV

PRV

(E )8

H

P S

(1 P

S

IG

(E)8" LPS(15 PSIG)

(E)8" LPS(15 PSIG)(E)3" LPS(15 PSIG)

(E)4" LPS(15 PSIG)

(E)4" LPS(15 PSIG)

(E)8" LPS(15 PSIG)

(E)2" LPS(15 PSIG)

(E)2" LPS(110 PSIG)

(E )3

L P

S (1

P

S

IG

(E )2

L P

S (1

P

S

IG

(E)2" LPS(15 PSIG)

(E)8" HPS(110 PSIG)

(E)4" LPS(15 PSIG)

(E)1" GRAVITY COND. RET.

(E)3" PC

(E )3

P

C

(E)HWS

(E)HWS

(E)3" LPS(15 PSIG)

CH P-9X

CH P-10

CH P-9

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

F

IR

S T F

L O

O R

D E

M O

L

IT

IO

N

P L

A N

T E

A M

P

IP

IN

G

M D

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLAN - STEAM PIPING

E D C B A

(E )1

C W

F T

(E )1

C W

F T

(E)10" CWTT(E)10" CWTT

(E )1

C W

F T

(E)12" CWFT DN TO

CHILLER ROOM

(E)8" CWFT

BYPASS

FROM CT-3

(E)10" CWFT DN TO

CHILLER ROOM

(E)10" CWTT FROM

CHILLER ROOM (E)10" CWTT FROM

CHILLER ROOM

(E)2" LPC CAPPED

ABOVE ROOF

(E)2" LPS FROM

CHILLER ROOM

(E)2" LPS

FROM CHILLER

ROOM

CAPPED (E)2" LPS

FROM CHILLER

ROOM TO BE

REMOVED

(E )1

(E )1

(E)10" (E)10"

(E)10" (E)10"

(E )1

C W

T T

(E )1

C W

T T

(E)10" CWTT

(E)10" CWTT

(E)10" CWTT

(E)10" CWTT

(E)2" LPS TO

CT-1 BASIN

(E)2" LPS TO

CT-2 BASIN

CT-3

(E)CT-1 (E)CT-2

(E)12" CWTT FROM

CHILLER ROOM

(E)10" CWFT BYPASS

DN TO CHILLER ROOM

(E)10" CWFT

FROM CT-3

(E)10" CWFT

FROM CT-3

2 2

2 2

2 2

2 2

DEMOLTION KEYNOTES:

1. REMOVE AND DISPOSE OF COOLING TOWERS, CT-1 AND CT-2, AND ASSOCIATED APPURTENANCES, INCLUDING BUT NOT LIMITED TO LADDERS, PLATFORMS, SAFTEY RAILS, AND OTHER RELATED ITEMS.

2. REMOVE EXISTING CONDENSER PIPING BETWEEN COOLING TOWER, CT-1 AND CT-2, AND EXISTING

CONDENSER WATER HEADERS LOCATED IN CHILLER PLANT AS SHOWN. SEE MD-101 FOR

CONTINUATION.

3. DISCONNECT AND REMOVE EXISTING LPS STEAM CONNECTION. SEE MD-102 FOR CONTINUATION.

X

(E)RV-14

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

R O

O F

M E

C H

A N

IC

A

L D

E M

O L

IT

IO

N

P L

A N

M D

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

ROOF MECHANICAL DEMOLITION PIPING PLAN

E D C B A

(E )1

C W

F T

(E )1

C W

F T

(E)10" CWTT(E)10" CWTT

(E )1

C W

F T

12" CWFT DN

TO CHILLER

PLANT

12" CWTT FROM

CHILLER PLANT

10" CWFT BYPASS DN

TO CHILLER PLANT

10" CWTT FROM

CHILLER PLANT

10" CWTT FROM

CHILLER PLANT

2" LPC CAPPED

ABOVE ROOF

2" LPS FROM

CHILLER PLANT

(E)2" LPS

FROM

CHILLER

PLANT

CAPPED (E)2" LPS

FROM CHILLER

PLANT TO BE

REMOVED

10" 10"

10" 10"

(E )1

C W

T T

(E )1

C W

T T

(E)10" CWTT(E)10" CWTT

HEAT TRACE HEAT TRACE

(E)HEAT TRACE

(E)HEAT TRACE

1. REMOVE EXISTING HEAT TRACE CABLE, SENDING UNIT, WIRING, AND ACCESSORIES.

KEYNOTES: X

(E)CT-1 (E)CT-2

CT-3

(E)RV-14

2" DCW FROM

CHILLER PLANT

2" DCW

2" DCW FROM

CHILLER PLANT

2" DRAIN

2" DRAIN

10" CWFT FROM

CHILLER PLANT

10" CWFT FROM

CHILLER PLANT

(E)2" DCW

RD

RD

RD

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

R O

O F

H E

A T T

R A

C E

D E

M O

L

IT

IO

N

P L

A N

M D

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

ROOF HEAT TRACE DEMOLITION PLAN

E D C B A

(E)18" CWTT

(E)10" CWFT

(E)18" CWFT

(E )1

C W

T T

(E)18" CWTT

(E )1

C W

T T

(E )1

C W

F T

(E )1

C W

F T

(E)8" CWFT (E)8" CWFT

(E)8" CWTT

(E)8" CWFT

(E )8

C

W T

T

(E )1

C W

F T

(E )1

C W

F T

(E)12" CWFT

(E )1

C H

W R

(E )1

C H

W R

(E)12" CWTT

10" HWR

10" HWS

14" CHWR

14" CHWS

TO FACILITY

10" CWTT

UP TO CT-1

10" CWTT

UP TO CT-2

10" CHWS

10" CHWR

10" CHWS

10" CHWR

(E)10" CWFT

BYPASS

FROM CT-3

(E)12" CWTT

UP TO CT-3

(E)12" CWFT

FROM CT-3

COND

P-15

COND

P-14

(E )1

C W

F T

CH-3

CH-2

CH-1

(E)10" CWFT

(E)10" CWFT

(E )1

C W

F T

(E )1

C W

F T

(E)10" CWFT

(E)HX-1

SS-3/P-18

BASKET

FILTER

SIDE

STREAM

FILTER

SS-2

COND

P-4

CH P-1 COND

P-5

CH P-2

CH P-3

COND

P-6

CH P-13

CH P-12

10" CHWR

10" CHWR

(E)6" STF

10" CWFT

UP TO CT-1

1. ADD INSULATION TO ALL CONDENSER PIPING ASSOCIATED WITH CT-1 AND

CT-2 THROUGHOUT ENTIRE CHILLER PLANT INCLUDING ALL VALVES AND

TRIM; BOTH NEW AND EXISTING CONDENSER PIPING TO BE INSULATED .

GENERAL PLAN NOTES: 1. PROVIDE 10" PIPING BETWEEN COOLING TOWER (CT-1 AND CT-2) AND HEADERS

LOCATED IN CHILLER PLANT AS SHOWN. PROVIDE NEW MOTORIZED CONTROL

VALVES AS SHOWN. SEE MP-103 FOR CONTINUATION.

2. CAP EXISTING HWS/R AND CHWS/R PIPING TO EXISTING BUTTERFLY VALVES.

RUBBER CONSTRUCTION PLUGS SHALL BE ADDED TO SEAL. CAP BOTH ENDS OF

PIPE. THIS WORK IS PART OF DEDUCT ALTERNATE NO. 2.

3. CONNECT WATER TREATMENT PIPING TO CONDENSER WATER PIPING.

4. NEW PIPING TO BE RUN THROUGH CONGESTED AREA. REROUTE PIPING AS

NECESSARY TO AVOID EXISTING PIPING, VALVES, AND ACCESSORIES.

KEYNOTES: X

1 1

1 1

(E)6" SF

(E)6" SF

6" SF

6" SF

4" SF

4" SF FROM

CT-2 BASIN

SCRUBBER

4" SF

4" SF UP TO CT-2

BASIN SCRUBBER

4" SF FROM CT-1

BASIN SCRUBBER

10" CWFT UP TO CT-2

4" SF UP TO CT-1

BASIN SCRUBBER

4" SF

C W

F T

C W

F T

C W

F T

18" CWTT

1 1/2"

DCW

5. CONNECT 2" INDIRECT WASTE DRAIN TO EXISTING 18" CWFT HEADER. PROVIDE

MANUAL ISOLATION BALL VALVE NEAR CONNECTION TO HEADER.

6. CONNECT 12" CWFT PIPING TO EXISTING 12" CFWT RISER. THIS WORK IS PART

OF DEDUCT ALTERNATE NO. 1.

7. CONNECT 2" MAKEUP WATER TO EXISTING CWFT HEADER AS SHOWN. REFER

TO PP-201 FOR PIPE CONTINUATION.

8. CONNECT 1 1/4" INDIRECT WASTE DRAIN TO BOTTOM OF CWTT RISER AT

BOTTOM OF ELBOW AS SHOWN.

9. CONNECT 2" IWD PIPING TO BOTTOM OF EXISTING 12" CWFT PIPING.

10. ALL NEW CONDENSER WATER PIPING TO BE INSULATED AND PAINTED. REFER

TO SPECIFICATION DIVISION 23 SECTION 230711 "HVAC Insulation." REFER TO

DIVISION 09 FOR PAINTING.

11. PROVIDE 1 1/4" MANUAL BALL VALVE IN DROP 3'-0" A.F.F. PROVIDE FUNNEL

GRATE TO EXISTING FLOOR DRAIN.

12. PROVIDE 2" BALL VALVE IN DROP 3'-0" A.F.F. PROVIDE FUNNEL GRATE TO

EXISTING FLOOR DRAIN.

13. BLOWDOWN WATER METER IN DROP.

14. TOUCH UP PAINT AND LABELS ON ALL CONDENSER PIPING

ASSOCIATED WITH CT-3. REFER TO DIVISION 09.

10 10

VFD-14

VFD-15

VFD-SS-3/P-18

(E)FD

2" IWD

FM-7

4" SF

(E)10" HWR

(E)10" HWS

(E)3" HWR

(E)3" HWS

2" IWD

(E)FD

(E)FD

(E)3" HWR

(E)3" HWS

CH P-9

CH P-10

CH P-9X

1 1/4" IWD

(E)FD

(E)FD

1 1/4"

IWD

(E)FD

2" IWD

2" DCW

MP-401

PART OF DEDUCT ALTERNATE NO. 1

FM-4FM-3

VFD-1 VFD-2

DEDUCT ALTERNATE NO. 2

M

M

M

M

M

M

M M

V-8

V-17

V-10

V-11

V-27

V-29

WATER

TREATMENT

SYSTEM

3/4" BLOW DOWN

3/4" BLOW DOWN

M

(E )3

/4

B L O

W D

O W

N

(E )3

/4

B L O

W D

O W

N

S

(E)FD

(E)FD

2" IWD

(E)FD

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

F

IR

S T F

L O

O R

M E

C H

A N

IC

A

L P

L A

N

C O

N D

E N

S E

R P

IP

IN

G

M P

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

FIRST FLOOR MECHANICAL PLAN - CONDENSER PIPING

E D C B A

(E)2" LPC

(E )1

L P

C

(E )3

L P

C

UH-1

UH-2

COND

P-14

(E)HX-1

CH-1 CH-2

SS-3/P-18

COND

P-15

CH-3

UP TO CT-1

UP TO

CT-2

TO UNIT HEATERS

IN CHILLER ROOM

TO LPC

MAIN

STEAM

TRAP

STEAM

TRAP

CH P-13

CH P-12

SIDE

STREAM

FILTER

SS-2

CH P-2

COND

P-5

CH P-1

COND

P-4

CH P-3

COND

P-6

RELIEF VALVE

FOR STEAM

HEADER

(E)DUPLEX PRV BELOW

PRV ASSEMBLY

WITH 2" BYPASS

1. CONNECT 4" LPS(15 PSIG) PIPING TO EXISTING LPS(15 PSIG) PIPING.

REPLACE ELBOW WITH TEE AND TAP INTO TOP OF TEE. THIS WORK IS

PART OF DEDUCT ALTERNATE NO. 3.

2. PROVIDE STEAM TRAP ASSEMBLY PER DETAIL AND SPECIFICATION.

3. PROVIDE DRIP LEG IN DROP.

4. CONNECT 2" LPS(15 PSIG) AND 2" LPC PIPING TO EXISTING LPS(15 PSIG)

AND LPC PIPING, RESPECTIVELY.

5. INSTALL NEW MANUAL ISOLATION VALVE WITH CHAIN OPERATOR.

KEYNOTES: X

(E)8" HPS(110 PSIG)

CH P-9X

CH P-10

CH P-9

(E)CONV-1

(E)CONV-4

(E)CONV-3

(E)CONV-2

UNDER

PRV

PRV

(E )8

H

P S

(1 P

S

IG

(E)8" LPS(15 PSIG)

(E)8" LPS(15 PSIG)

(E)3" LPS(15 PSIG)

(E)4" LPS(15 PSIG)

(E)4" LPS(15 PSIG)

(E)8" LPS(15 PSIG)

(E)2" LPS(15 PSIG)

(E)2" LPS(110 PSIG)

(E )3

L P

S (1

P

S

IG

(E)2" LPS(15 PSIG)

(E)8" HPS(110 PSIG)

(E)6" LPS(15 PSIG)

(E)1" GRAVITY COND. RET.

(E)3" PC

(E )3

P

C

(E)HWS

(E)HWS

2" LPS(15 PSIG)

2" LPS(15 PSIG)

(E )8

H

P S

(1 P

S

IG

4" LPS(15 PSIG)

(E)8" LPS(15 PSIG)

1 1/2" DRAIN

(E)FD

(E)FD(E)FD(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

(E)FD

2" LPC

2" LPC

DEDUCT ALTERNATE NO. 3

I O

T S

T

IL

L S

E R

V

S I G

N

C O

N S

U L

T I N

G

T

IT

U S

A V

E N

C H

E S

T E

R N

Y

(5

(5

F

A X

D A

T E

B Y

A P

P R

O V

E D

C H

E C

K E

D B

Y

D R

A W

N B

Y

S C

A L E

P R

O J E

C T

I D

E N

T

IF

IC

A

T

IO

N N

O

D A

T E

N U

M B

E R

S H

E E

T

S H

E E

T T

IT

L E

R E

V

IS

IO

N

IT IS A VIOLATION OF THE LAW FOR ANY PERSON, EXCEPT A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DRAWING IN ANY WAY. IF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR ALTERS THIS DRAWING THEY MUST ATTACH THEIR SEAL AND NOTATION "ALTERED BY" FOLLOWED BY A SIGNATURE AND THE DATE AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

A S

N O

T E

D

R E

P L

A C

E C

O O

L

IN

G T

O W

E R

S

A l b a n y

S t r a t t o n

V A

M e d ic a l

C e n t e r

H o l l a n d

A v e n u e

A l b a n y

N

Y

F

IR

S T F

L O

O R

M E

C H

A N

IC

A

L P

L A

N

T E

A M

P

IP

IN

G

M P

-1

B F W

A N G K M W

B F W

A -1 -8

1/4" = 1'-0"

FIRST FLOOR MECHANICAL PLAN - STEAM PIPING

E D C B A

(E )1

C W

F T

(E )1

C W

F T

(E)10" CWTT(E)10" CWTT

(E )1

C W

F T

(E)12" CWFT DN TO

CHILLER ROOM

(E)12" CWTT FROM

CHILLER ROOM

(E)10" CWFT

BYPASS DN TO

CHILLER ROOM

(E)10" CWFT

FROM CT-3

(E)8" CWFT

BYPASS

FROM CT-3

(E )1

C W

T T

(E)10" CWTT (E)10" CWTT

(E)10" CWTT(E)10" CWTT

CT-3

14" EQ

10" CWTT DN

TO CHILLER

ROOM

10" CWTT DN TO

CHILLER ROOM

10" CWFT DN TO

CHILLER ROOM

E Q

(E)10" CWFT

FROM CT-3

1. PROVIDE (2) 750 TON COOLING TOWERS, CT-1 AND CT-2, AND ASSOCIATED

APPURTENANCES, INCLUDING BUT NOT LIMITED TO LADDERS, PLATFORMS, SAFETY

RAILS, AND OTHER RELATED ITEMS..

2. ROUTE 10" CWTT AND CWFT PIPING TO HEADERS IN CHILLER PLANT BELOW.

UTILIZE EXISTING ROOF PENETRATIONS IF POSSIBLE. SEE MP-101 FOR

CONTINUATION.

3. CONNECT 2" LPS (15 PSIG) PIPING TO BASIN HEATER.

4. PROVIDE 14" EQUALIZER PIPING.

5. PAINT ALL NEW AND EXISTING CONDENSER PIPING WITH TWO (2) COATS OF EPOXY

IN ACCORDANCE WITH DIVISION 9.

KEYNOTES: X

1 1

2 2

4 4

14" EQ

4" SF RETURN FROM

BASIN SWEEPING

SYSTEM DOWN TO

EXISTING SIDE

STREAM FILTER

4" SF BASIN

SWEEPING SYSTEM

CONNECTION UP

FROM EXISTING

SIDE STREAM

FILTER

4" SF BASIN

SWEEPING SYSTEM

CONNECTION UP

FROM EXISTING

SIDE STREAM

FILTER

2" LPS (15

PSIG)

CT-1 CT-2

(E)RV-14

E Q

/1

B Y

P A

S S

10" BYPASS

4" SF RETURN FROM

BASIN SWEEPING

SYSTEM DOWN TO

EXISTING SIDE

STREAM FILTER

12" EQ

(E)10" CWTT

10" CWTT10" CWTT

8" CWTT 8" CWTT

8" CWTT 8" CWTT

10" BYPASS

E Q

E Q

10" CWTT

6. PROVIDE INSULATION FOR NEW STEAM AND SIDE STREAM FILTER PIPING. REFER TO

SPECIFICATION DIVISION 23 SECTION 230711 "HVAC Insulation."

7. PROVIDE 1" DRAIN VALVE WITH VALVE AT 3'-0" ABOVE ROOF SURFACE.

8. ROUTE 4" SIDE STREAM FILTER PIPING DOWN THROUGH ROOF TO FLOOR BELOW.

REFER TO MP-101 FOR CONTINUATION.

9. ROUTE 2" LPS (15 PSIG) PIPING DOWN THROUGH ROOF TO FLOOR BELOW. REFER

TO MP-101 FOR CONTINUATION. UTILIZE EXISTING ROOF PENETRATIONS IF POSSIBLE.

10. PROVIDE STRUCTURAL PIPE SUPPORT WITH SEISMIC HANGER. BRACE ALL SUPPORTS

TO WITHSTAND SEISMIC FORCES. REFER TO GENERAL NOTE 1 FOR DELEGATED DESIGN

REQUIREMENTS FOR ALL SEISMIC COMPONENTS. REFER TO PIPE SUPPORT SCHEDULE

ON MP-001 FOR DETAILS.

E Q

/1

B Y

P A

S S

2" LPS (15 PSIG)

GENERAL NOTES:

1. THE DESIGN OF ALL SEISMIC SUPPORTS, RESTRAINTS, AND APPURTENANCES SHALL BE DELEGATED TO THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL DESIGN AND CALCULATIONS THROUGH A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK. ALL CALCULATIONS AND DESIGN FOR ALL SEISMIC COMPONENTS SHALL BE SEALED AND SIGNED BY PROFESSIONAL ENGINEER AND SUBMITTED FOR REVIEW. BASIS OF DESIGN IS PHP SYSTEMS/DESIGN OR EQUIVALANT. LOCATION AND NUMBER OF TIE-DOWN

CABLES WITH EYEBOLTS TO BE DETERMINED BY PIPE SUPPORT/SEISMIC ENGINEER.

2. ALL NEW COOLING TOWER EQUIPMENT, PIPING, VALVES, AND ACCESSORIES SHALL BE PROVIDED WITH SEISMIC RESTRAINTS, BRACING, AND VIBRATION ISOLATION IN COMPLIANCE WITH ASCE 7, LATEST VERSION.

ALL SEISMIC COMPONENTS SHALL BE DELEGATED DESIGN PER GENERAL NOTE 1.

11. SUPPORT COOLING TOWER WITH SEISMIC RAIL COMPLETE WITH SEISMIC SNUBBER AND

LIMIT STOPS. REFER TO GENERAL NOTE 1 FOR DELEGATED DESIGN REQUIREMENTS FOR

ALL SEISMIC COMPONENTS.

12. PROVIDE FLEXIBLE JOINT AT COOLING TOWER PIPING CONNECTIONS FOR ALL PIPING.

VIBRATION ISOLATORS SHALL BE RATED FOR SEISMIC FORCES AND MOVEMENT. REFER

TO GENERAL NOTE 1 FOR DELEGATED DESIGN REQUIREMENTS FOR ALL SEISMIC

COMPONENTS.

13. PROVIDE FLEXIBLE JOINT ABOVE PIPE PENETRATIONS THROUGH ROOF FOR ALL PIPING.

VIBRATION ISOLATORS SHALL BE RATED FOR SEISMIC FORCES AND MOVEMENT. REFER

TO GENERAL NOTE 1 FOR DELEGATED DESIGN REQUIREMENTS FOR ALL SEISMIC

COMPONENTS.

14. PROVIDE DOUBLE BLOCK AND BLEED VALVE ARRANGEMENT ON EQUALIZER PIPING.

DRAIN PIPING SHALL BE 3/4" WITH DRAIN VALVE AT 3'-0" ABOVE ROOF SURFACE.

1010 1010 1010 1010 10

12 12

8" CWTT

MP-402

BRACING (TYP.)

STEEL TIE-DOWN

CABLE WITH

EYEBOLT (TYP.)

10" CWTT DN

TO CHILLER

ROOM

PART OF DEDUCT ALTERNATE NO. 1

15. PROVIDE STAINLESS STEEL TAPPING AND WELDED FLANGE FOR 10"

EQUALIZER CONNECTION TO STAINLESS STEEL BASIN. WORK PART

OF DEDUCT ALTERNATE NO. 1.

16. PROVIDE 2" MANUAL ISOLATION BALL VALVE WITH THREADED HOSE

CONNECTION FOR COOLING TOWER DRAIN CONNECTION.

17. PROVIDE ULTRASONIC STYLE LEVEL CONTROL SENSOR AT COOLING

TOWER BASIN. CONNECT TO ALC BMS. REFER TO MI-102 AND M1-706

FOR CONTROLS INFORMATION AND LOCATION.

18. PROVIDE CONDUCTANCE PROBE STYLE LEVEL CONTROL SENSOR

AT COOLING TOWER BASIN. CONNECT TO ALC BMS. SEE MP-001 FOR

FURTHER DETAILS ON INSTALLATION. REFER TO MI-102 AND M1-706

FOR CONTROLS INFORMATION AND LOCATION.

19. CONNECT…