140P2022R0019_Att02-Drawings_combined-final_210722.pdf

REFER TO DIVISION 3 SPECIFICATION SECTION - MISCELLANEOUS CAST-IN-PLACE

CONCRETE - FOR REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

A QUALITY CONTROL PROGRAM OF FIELD TESTING AND INSPECTION SHALL BE

PERFORMED ON ALL STRUCTURAL CONCRETE WORK IN ACCORDANCE WITH THE

SPECIFICATIONS. SCHEDULE WORK AND PROVIDE ACCESS TO ALLOW THE

TESTING REQUIREMENTS TO BE COMPLETED.

SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP

DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE FOR REVIEW. ALLOW

ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETE WORK.

DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT

IN ACCORDANCE WITH THE ACI 315 "MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE," APPLICABLE EDITIONS.

SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING

AND PLACEMENT FOR REVIEW PRIOR TO FABRICATION. INCLUDE DETAILS AND

LOCATIONS OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES,

OPENINGS, ETC.

CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING

FRESH CONCRETE.

DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

HORIZONTAL JOINTS IN CONCRETE POURS ARE NOT PERMITTED.

ALLOW THE TESTING AGENCY TO REVIEW THE REINFORCING PLACEMENT PRIOR

TO PLACING ANY CONCRETE. PROVIDE ADEQUATE ADVANCE NOTICE.

REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER

AND TO ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.

PROVIDE ONLY CONCRETE AND REINFORCING MATERIALS OF THE TYPES AND

GRADES LISTED IN THE TABLE BELOW:

CONCRETE NOTES

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10

C11

CONCRETE

ALL CONCRETE

REINFORCING

TYPICAL BARS

F'c UNIT WEIGHT

3000 PSI 150 PCF

GRADE

ASTM A615, GRADE 60

STRUCTURAL STEEL FRAMING NOTES

S1

S2

S3

S4

S5

S6

S7

S8

S9

S10

S11.

S12

S13

REFER TO DIVISION 5 SPECIFICATION SECTION - STRUCTURAL STEEL FRAMING - FOR

REQUIREMENTS IN ADDITION TO THOSE LISTED BELOW.

A QUALITY CONTROL PROGRAM OF SHOP AND FIELD TESTING AND INSPECTION

SHALL BE PERFORMED ON STRUCTURAL STEEL FABRICATION, ERECTION, AND

CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS. SCHEDULE WORK AND

PROVIDE ACCESS TO ALLOW THE TESTING REQUIREMENTS TO BE COMPLETED.

DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE

AISC SPECIFICATIONS AND CODES, APPLICABLE EDITIONS.

PERFORM ALL WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH THE

AWS "STRUCTURAL WELDING CODE - STEEL," APPLICABLE EDITION. COMPLY WITH

AISC SPECIFICATION SECTION J2 FOR MINIMUM FILLET WELD SIZE UNLESS

SPECIFICALLY NOTED ON THE DRAWINGS.

SUBMIT ENGINEERED AND CHECKED SHOP DRAWINGS FOR REVIEW. SHOW SHOP

FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION DIAGRAMS FOR

ALL STRUCTURAL STEEL. SCHEDULE SUBMISSIONS TO ALLOW ADEQUATE TIME FOR

REVIEW PRIOR TO FABRICATION.

PROVIDE A MINIMUM OF (2) BOLTS AT EACH FAYING SURFACE.

PROVIDE CONNECTION DETAILS REQUIRED BY THE SPECIFIC CONSTRUCTION

SEQUENCES.

FABRICATE ALL BEAMS WITH THE NATURAL CAMBER UP. CANTILEVER BEAMS SHALL

BE FABRICATED SO THAT THE NATURAL CAMBER RAISES THE CANTILEVERED END.

AFTER FABRICATION, CLEAN STEEL OF ALL RUST, LOOSE MILL SCALE, DIRT, OIL,

GREASE OR OTHER FOREIGN MATERIALS. REPAIR DAMAGED SURFACES USING

GALVANIZING REPAIR METHODS OUTLINED IN THE DIV 05 SPECIFICATIONS.

DO NOT FIELD CUT ANY STRUCTURAL STEEL WITHOUT THE PRIOR REVIEW AND

ACCEPTANCE. CLEARLY SHOW ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW

ANY MEMBER OPENINGS REQUIRED BY OTHER TRADES.

ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER

TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ANY ADDITIONAL

STEEL REQUIRED FOR ERECTION PURPOSES AT NO COST TO THE OWNER. REMOVE

THIS ADDITIONAL STEEL UNLESS DIRECTED OTHERWISE BY THE OWNER IN WRITING.

PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED FOR THE SAFETY,

STABILITY AND ALIGNMENT OF THE STRUCTURE. LEAVE TEMPORARY BRACING IN

PLACE FOR AS LONG AS NECESSARY. PERFORM FINAL BOLTING AND WELDING ONLY

ON THOSE PORTIONS OF THE STRUCTURE THAT HAVE BEEN ALIGNED AND PLUMBED

WITHIN THE SPECIFIED TOLERANCES.

PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENTS FOR

ALL STRUCTURAL STEEL:

MEMBER

WIDE FLANGE SHAPES

CHANNELS & ANGLES

HSS SHAPES (ROUND & RECT)

BASE PLATES

HIGH STRENGTH BOLTS, NUTS, & WASHERS

WELDING ELECTRODE

GRADE

ASTM A992

ASTM A36

ASTM A500, GRADE B

ASTM A36

ASTM A325 OR A490 (3/4"Ø MINIMUM)

E70XX

MISCELLANEOUS NOTES

VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING WORK.

CONSULT THE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION

AND SIZE OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS,

DEPRESSIONS AND OTHER PROJECT REQUIREMENTS.

DETAILS INDICATE REQUIRED CONSTRUCTION AT SPECIFIC LOCATIONS. FOR

LOCATIONS NOT SPECIFICALLY DETAILED, USE SIMILAR CONSTRUCTION TO THE MOST

APPROPRIATE DETAIL.

EQUIPMENT WEIGHTS AND/OR DIMENSIONS INDICATED ON DRAWINGS ARE ASSUMED,

NOTIFY THE CONTRACTING OFFICER IF ACTUAL WEIGHTS AND/OR DIMENSIONS ARE

DIFFERENT.

ALL SUBMITTALS, APPROVALS, REVIEWS, ACCEPTANCE, NOTIFICATIONS, ETC., MUST BE

DIRECTED TO THE CONTRACTING OFFICER.

M1

M2

M3

M4

M5

DESIGN CRITERIA

BUILDING CODE

INTERNATIONAL BUILDING CODE 2018

SNOW LOAD

GROUND SNOW LOAD, Pg FLAT ROOF SNOW LOAD, Pf SNOW EXPOSURE FACTOR, Ce SNOW LOAD IMPORTANCE FACTOR, Is THERMAL FACTOR, Ct

WIND DESIGN DATA

BASIC WIND SPEED (3 SECOND GUST)

WIND IMPORTANCE FACTOR, Iw

RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT, Gcpi

COMPONENTS AND CLADDING, P

ROOF SURFACE (ZONE 1)

ROOF EDGE (ZONE 2)

ROOF CORNER (ZONE 3)

WALL SURFACE (ZONE 4)

WALL CORNER (ZONE 5)

EARTHQUAKE DESIGN DATA

RISK CATEGORY

SEISMIC IMPORTANCE FACTOR, Ie SPECTRAL RESPONSE ACCELERATION, Ss

SPECTRAL RESPONSE ACCELERATION, S1

SITE CLASS

SPECTRAL RESPONSE COEFFICIENT, Sds SPECTRAL RESPONSE COEFFICIENT, Sd1

SEISMIC DESIGN CATEGORY

BASIC SEISMIC-FORCE-RESISTING SYSTEM

DESIGN BASE SHEAR

SEISMIC RESPONSE COEFFICIENT, Cs

RESPONSE MODIFICATION FACTOR, R

ANALYSIS PROCEDURE (EQUIVALENT FORCE METHOD)

25 psf

17.5 psf 1.0 1.0 1.0

115 mph 1.0

II

B +0.18 / -0.18

+13.1 / -51.4 psf +13.1 / -70.6 psf +13.1 / -92.4 psf +32.3 / -35 psf +32.3 / -43.2 psf

II

1.00 0.18 0.047

ASSUMED D

0.192 0.075 B

EXISTING REINFORCED

MASONRY SHEAR WALL

NOT CALCULATED

0.096

NOT REQUIRED

{OTHER

SIDE}

{ARROW SIDE}

FIELD WELD SYMBOL S(E)

S(E)

L-P

L-P

DEPTH OF PENETRATION

OR SIZE IN INCHES

WELD ALL AROUND

SYMBOL

R

LENGTH OF WELD IN INCHES

PITCH (CENTER TO CENTER

SPACING) OF WELDS IN

INCHES

SPECIFICATION, PROCESS,

OR OTHER REFERENCE

TAIL (OMITTED WHEN

REFERENCE IS NOT USED)

WELD SYMBOL

REFERENCE LINE

EFFECTIVE THROAT

WELD SYMBOL NOMENCLATURE

STRUCTURAL SYMBOLS AND NOTATIONS

EARTH (DISTURBED)

TOP OF PIER ELEVATION

TOP OF SHELF ELEVATION

TOP OF WALL ELEVATION

FOOTING STEP

WALL/SHELF STEP

(LO)

(HI)

(LO)

(HI)

SLAB ELEVATION

T/SLAB =

SLAB RAMP

SLAB STEP

SLOPED STRUCTURAL FRAMING

(POINTING DOWN SLOPE)

MOMENT CONNECTION AT

CANTILEVER

MOMENT FRAME

BR-1 BRACED FRAME

WORK POINT

WP

HSS HANGER

EARTH (UNDISTURBED)

GRAVEL

ROCK

SAND

SELECT FILL

IMPERVIOUS FILL (CLAY)

CMU

FLOOR OPENINGOPEN

RECESSED CONCRETE

SECTION INDICATION

DIRECTION OF VIEWDRAWING NUMBER

WHERE SECTION IS

DRAWN

SECTION NUMBER

DETAIL INDICATION

DRAWING NUMBER

WHERE DETAIL IS DRAWN

DETAIL NUMBER

DETAIL TITLE

NO SCALE

DETAIL

TYPENAME

SCALE

DETAIL

NUMBER

S301

S301

DIRECTION OF VIEW

SECTION NUMBER

AA

BEAM LEGEND

NOTES:

1. SHEAR REACTIONS, MOMENT REACTIONS, AXIAL FORCES, AND TORQUE FORCES

NOTED ON DRAWINGS ARE UNFACTORED.

2. PROVIDE FULL BEAM MOMENT CAPACITY IF MOMENT REACTION IS NOT NOTED ON

DRAWINGS.

SHEAR REACTION (EACH

END, UNLESS OTHERWISE

NOTED) IN KIPS

BEAM SIZE NUMBER OF HEADED

SHEAR STUDS

BEAM ELEVATION

RELATIVE TO DATUM

SHOP CAMBER

MOMENT REACTION

(EACH END, UNLESS

OTHERWISE NOTED)

IN KIP-FT W16x26 [16]M= 25k

C:3/4" (-3")

AXIAL FORCE (EACH

END, UNLESS

OTHERWISE NOTED)

IN KIPS

A=

TORQUE FORCE

(EACH END, UNLESS

OTHERWISE NOTED)

IN KIP-FT

T=

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.

06 - 30 - 2021

/3

/2

:5 :5

A

M

As indicated

STRUCTURAL GENERAL NOTES

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

520 Chestnut St Philadelphia, PA 19106

NATIONAL PARK

SERVICE

S001

06/30/2021

VWM

MK

ED

2019063.02

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/2021

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/2021

0 CONSTRUCTION DOCUMENTS 06/30/2021

E E.5 F G J

H

13' - 6" 14' - 6" 22' - 9" 26' - 4"

CHILLER CH-1

(12' - 6 1/2")L x (8' - 5")W x (8' - 2 3/4")H (20 339) lbs

NEW (5") CONCRETE HOUSEKEEPING PAD.

EXISTING HOUSEKEEPING PAD TO BE

REMOVED. REPAIR SLAB TO MATCH

ADJACENT.

NOTE 2

NOTE 2

NOTE 2

NOTE 2

CHILLER CH-2

(12' - 7 3/8")L x (11' - 0")W x (9' - 9")H (29 499) lbs

NEW (5") CONCRETE HOUSEKEEPING PAD.

EXISTING HOUSEKEEPING PAD TO BE

REMOVED. REPAIR SLAB TO MATCH

ADJACENT.

NOTE 3

CHILLER CH-3

(12' - 7 3/8")L x (11' - 0")W x (9' - 9")H (29 499) lbs

NEW (5") CONCRETE HOUSEKEEPING PAD.

EXISTING HOUSEKEEPING PAD TO BE

REMOVED. REPAIR SLAB TO MATCH ADJACENT.

EXISTING HOUSEKEEPING

PAD TO BE REMOVED.

REPAIR SLAB TO MATCH

ADJACENT.

NEW PAD EXTENDED FROM

EXISTING PAD AS NECESSARY

TO SUPPORT CWP - 4.

CHWP - 1

(469) lbs

CHWP - 2

(1400) lbs

CHWP - 3

(1400) lbs

CWP - 1

(869) lbs

CWP - 2

(1972) lbs

CWP - 3

(1972) lbs

CWP - 4

(869) lbs

FIRST FLOOR PLAN NOTES

1. TOP OF SLAB ELEVATION IS 0'-0" UNLESS OTHERWISE NOTED.

2. EXISTING CONCRETE HOUSEKEEPING PAD TO REMAIN. VERIFY IN FIELD.

3. EXISTING STEEL FRAMING AND CONCRETE PLATFORM TO REMAIN.

4. OTHER EXISTING CONCRETE HOUSEKEEPING PADS THAT ARE NOT PART

OF THIS WORK NOT SHOWN FOR CLARITY.

0"

1'-0"

PAD

THICKNESS

REINFORCING

NOTE: COORDINATE PLAN SIZE AND LOCATION OF PADS WITH THE RESPECTIVE

CONTRACTOR OR MANUFACTURER.

#4@12" OC

DRILL AND GROUT 4"

INTO EXIST SLAB

REINF, SEE

SCHEDULE BELOW

≤ 8"

> 8"

#4@12" OC EW

#5@12" OC EW

CLR

2"

C

LR

3/ 4"

R

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.

06 - 30 - 2021

/3

/2

:5 :5

A

M

As indicated

1ST FLOOR FRAMING PLAN AND

DETAILS

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

520 Chestnut St Philadelphia, PA 19106

NATIONAL PARK

SERVICE

S101

06/30/2021

VWM

MK

ED

2019063.02

SCALE: NO SCALE

TYPICAL HOUSEKEEPING PAD DETAIL

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/2021

E E.5 F G J

H

EXISTING W24EXISTING W24

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W16

EXISTING W16

EXISTING W21

S102

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

EXISTING W21

NOTE 4

NOTE 4

NOTE 4

EXISTING W21

NOTE 4

E X

IS

T

IN

G

W

E X

IS

T

IN

G

W

E X

IS

T

IN

G

W

COOLING TOWER CT-2

(18' - 0")L x (11' - 10")W x (16' - 6 1/4")H (15 960) lbs

9' - 5 3/8"2' - 1 3/8"

NOTE 5

NOTE 5 NOTE 5 NOTE 5 NOTE 5

W 6x

[T

O P

W 6x

[B

O T

T O

M

W 6x

[B

O T

T O

M

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W 6x

[T

O P

W 6x

[B

O T

T O

M

W 6x

[T

O P

W 6x

[T

O P

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W6x25 [MIDDLE]

W 6x

[B

O T

T O

M

W 6x

[T

O P

W 6x

[B

O T

T O

M

W 6x

[T

O P

W 6x

[B

O T

T O

M

9'

9'

9'

9'

9'

9'

2' - 1 3/8"9' - 5 3/8"9' - 5 3/8"2' - 1 3/8"

COOLING TOWER CT-3

(18' - 0")L x (11' - 10")W x (16' - 6 1/4")H (15 960) lbs

COOLING TOWER CT-1

(18' - 0")L x (11' - 10")W x (16 '- 6 1/4")H (15 960) lbs

NOTE 5

NOTE 6

NOTE 6

NOTE 6

NOTE 6

NOTE 6

NOTE 6

NOTE 1 AND

NOTE 4, TYP

N O

T E

S102

W 6x

[R

A

IL

W 6x

[R

A

IL

W 6x

[R

A

IL

W 6x

[R

A

IL

W

6x

[R A

IL

W 6x

[R

A

IL

11' - 6 3/4"

1-1/2"x3/16" WELDED STEEL GALVANIZED

SERRATED OPEN GRATING W/ BEARING

BARS @ 1-3/16" OC & CROSS BARS @ 4"

OC. TOP/GRATING = 12'-6" ABOVE ROOF.

S102

S102

L4x4x1/4 POST w/ 5"x5"x3/8" BASE PLATE w/ (1) 3/4"Øx4" ADHESIVE

ANCHOR, TYP.

L4x4x3/8

LATERAL BRACE

ACCESS LADDER w/ FALL-ARREST TIE-

OFF. ANCHOR LADDER TO EXIST ROOF

SLAB VIA 5"x5"x3/8" BASE PLATE w/ (1) 3/4"Øx4" ADHESIVE ANCHOR @ EACH RAIL.

SELF-CLOSING GATE GENERAL ROOF PLAN NOTES

1. TOP OF CONCRETE PEDESTALS IS 27' - 0" UNLESS OTHERWISE NOTED THUS; (+ OR -)

2. REFERENCE 1/S102 FOR STRUCTURAL STEEL ELEVATION. BEAM NOTATIONS TOP, MIDDLE, AND BOTTOM REFER

TO LOCATIONS SHOW IN SECTION.

3. EXISTING STEEL DUNNAGE TO BE REMOVED (NOT SHOWN FOR CLARITY).

4. EXISTING CONCRETE PEDESTALS AND TUBESTEEL SUPPORTING PARAPET WALLS TO REMAIN.

5. CENTERLINE OF EXISTING PEDESTALS. CENTER NEW DUNNAGE ON EXISTING CONCRETE PEDESTALS.

6. (3) VIBRATION ISOLATORS CENTERED ABOVE THE SUPPORTING BEAM BELOW, REFER TO 1/S102 FOR DETAILS.

7. INDICATES SPAN DIRECTION OF EXISTING 8" CONCRETE ROOF SLAB ON METAL DECK; VERIFY IN FIELD.

8. ALL NEW DUNNAGE IS TO BE GALVANIZED.

EXISTING PEDESTAL AND ANCHOR

BOLTS TO REMAIN, VERIFY IN FIELD

A

DETAIL A-A

EXISTING ANCHORS TO BE

RESUSED; *FIELD VERIFY

LOCATION, REMOVE

EXISTING NUT AND WASHER,

PROVIDE 1/4" WASHER AND

3/8" DIA NUT

* 4"

4"

COOLING TOWER NOT

SHOWN FOR CLARITY

PROVIDE 1" GROUT W/

3/8"x0'-10"x0'-10" STEEL

PLATE

NEW EXPANSION ANCHORS

(4) 5/8" DIA BOLTS, TYP

2 PLACES

REMOVE EXISTING FLASHING AS

NECESSARY TO EXPOSE TOP OF EXISTING

PEDESTAL. REMOVE EXISTING GROUT PAD

AND EXISTING PLATE. AFTER INSTALLATION

OF NEW FRAMING REPAIR FLASHING TO

MATCH EXISTING.

(2) 5/8" X 6" EMBED EXPANSION ANCHORS

2" 2"

TOP

MIDDLE

BOTTOM

VIBRATION ISOLATORS

RAIL

3/8" STIFFENER PLATE

EA SIDE, TYP

3/16

A

L6x4x3/8 (LLV) SHELF ANGLE

3/4"Øx4" GALV. ADHESIVE

SCREEN ANCHORS @ 16" O.C.

EXIST MASONRY PARAPET WALL

OPEN GRATING PLATFORM

E.5E.5

7' - 0"

S102

3'

1'

L6x4x3/8 (LLV) INTERMEDIATE

SUPPORT BEAM

L6x4x3/8 (LLV) DECK

EDGE BEAM

METAL FLOOR GRATING

L3x3x1/4 RAIL @ 3 SIDES OF

SERVICE PLATFORM, TYP.

L3x3x1/4 INTERMIDATE

VERTICAL SUPPORT

ANGLES

5/8"Ø BOLTS, TYP.

S102

3' - 3"3' - 5 5/8"3' - 3 1/4"

L6x4x3/8 (LLV) INTERMEDIATE

SUPPORT BEAM

L6x4x3/8 (LLV) DECK

EDGE BEAM

METAL FLOOR GRATING

L3x3x1/4 RAIL @ 3 SIDES OF

SERVICE PLATFORM, TYP.

L3x3x1/4 INTERMIDATE

VERTICAL SUPPORT ANGLES

SET VERTICAL FLUSH

WITH HORIZONTAL

SET VERTICAL FLUSH

WITH HORIZONTAL

EXISTING MASONRY

PARAPET WALL

3/4"Øx4" GALV. ADHESIVE

SCREEN ANCHORS, TYP.

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.

06 - 30 - 2021

/3

/2

:5 :5

A

M

As indicated

ROOF FRAMING PLAN AND

DETAILS

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

520 Chestnut St Philadelphia, PA 19106

NATIONAL PARK

SERVICE

S102

6/30/2021

VWM

MK

ED

2019063.02

SCALE: 1" = 1'-0"

TYPICAL PEDESTAL ANCHORAGE SECTION

SCALE: 1 1/2" = 1'-0"

SERVICE PLATFORM PARAPET WALL CONNECTION

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

SERVICE PLATFORM SECTION

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

SERVICE PLATFORM SECTION

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/2021

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

JEFFREY ELSNER

PENNSYLVANIA

43784

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

E001

ELECTRICAL

LEGEND

DS

APB

MDB

N

YEAR CODE

X

X X

7-22-21

E E.5 F G J H

ED700

UTILITY

TRANSFORMER

UTLITY METER

TRANSFORMER

PANEL A

PANEL A

SECTION 2

PANEL A

SECTION 1

CONTROL

CABINET

WATER TREATMENT EQUIPMENT

IRRIGATION CONTROLLER

INCOMING DOMESTIC

WATER GROUNDING POINT

CONTROL

CABINET

(E)CWP-1 (E)CWP-2 (E)CWP-3

(E)CHWP-1 (E)CHWP-2 (E)CHWP-3

3 3 3

CH-1

33 3 3

MCC-1

CH-2 CH-3

CHWP-4 CHWP-5

AHU-1

1 1

RS-1 RS-2

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:3

:3

A

M

1/4" = 1'-0"

ELECTRICAL POWER 1ST FLOOR -

REMOVAL

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

ED200

07/22/21

APB

MDB

DS

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

1 REMOVE CHILLER CONDUCTORS BACK TO MCC-1. CUT CONDUIT FLUSH WITH FLOOR AND GROUT

FLUSH WITH FINISHED PAD SURFACE.

KEY NOTES

SHEET NOTES

1. EQUIPMENT INDICATED ON THIS SHEET IS EXISTING. HATCHING INDICATES DEMO.

2. PROVIDE TEMPORARY POWER FOR ALL CONSTRUCTION NEEDS.

3. PATCH AND PAINT ANY DAMAGED SURFACES DUE TO DEMOLITION AND CONSTRUCTION TO MATCH

EXISTING CONDITIONS. SEAL ALL PENETRATIONS THROUGH RATED CEILINGS AND WALLS WITH UL

LISTED SEALANTS AND FIRESTOPPING MATERIALS.

4. MAKE PROVISIONS FOR SEPARATE CONSTRUCTION POWER RECEPTACLES TO AVOID ADDITIONAL

WEAR TO EXISTING DEVICES.

5. REFER TO SHEET ED700 FOR OUTAGE NOTES AND ONELINE DIAGRAM.

6. REFER TO SHEET ED600 FOR ELECTRICAL SCHEDULES.

7. REMOVE LIGHTING PROTECTION COMPONENTS FROM EXISTING COOLING TOWERS. PRESERVE

EQUIPMENT FOR RE-INSTALLATION. REFER TO SHEET E201 FOR NEW WORK.

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

ELECTRICAL POWER 1ST FLOOR REMOVAL PLAN

CONTROL ROOM

2 REFER TO ONELINE DIAGRAM, SHEET EI700 FOR CONFIGURATION OF MCC-1 DURING CONSTRUCTION

AND FOR CONSTRUCTION POWER SOURCES. REFER TO SHEET ED600 AND ED700 FOR SCHEDULES

AND ELEVATION FOR REMOVALS IN THIS EQUIPMENT.

3 REMOVE EXISTING MOTOR CIRCUIT CONDUCTORS. REMOVE CONDUIT TO CEILING AREA SEE POWER

PLAN, SHEET E200 FOR NEW WORK.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD: JEREMY WHITLEY

STATE: PENNSYLVANIA

REGISTRATION NO.: PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

E E.5 F G J H

DISPATCH BACKUP

POWER

GENERATOR

CT-2 VFD

CT-3 VFD

CT-1 VFD

CT-3

CT-2 CT-1

EF-1

EF-2

AHU-2

MCC-2

1 1

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:3

:4

A

M

1/4" = 1'-0"

ELECTRICAL POWER ROOF -

REMOVAL

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

ED201

07/22/21

APB

MDB

DS

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

1 REMOVE LIGHTNING PROTECTION AIR TERMINALS AND CONDUCTORS FROM THREE COOLING TOWERS

AND ASSOCIATED STRUCTURES. DETACH CABLES FROM GROUND POTENTIAL RING AND FROM

DOWNLEADS. PRESERVE TERMINAL POINTS FOR CONNECTION OF NEW CABLES.

KEY NOTES

SHEET NOTES

1. EQUIPMENT INDICATED ON THIS SHEET IS EXISTING. HATCHING INDICATES DEMO.

2. PROVIDE TEMPORARY POWER FOR CONSTRUCTION NEEDS.

3. PATCH AND PAINT ANY DAMAGED SURFACES DUE TO DEMOLITION AND CONSTRUCTION TO MATCH

EXISTING CONDITIONS. SEAL ALL PENETRATIONS THROUGH RATED CEILINGS AND WALLS WITH UL

LISTED SEALANTS AND FIRESTOPPING MATERIALS.

4. MAKE PROVISIONS FOR SEPARATE CONSTRUCTION POWER RECEPTACLES TO AVOID ADDITIONAL

WEAR TO EXISTING DEVICES.

5. REFER TO SHEET ED700 FOR OUTAGE NOTES AND ONELINE DIAGRAM.

6. REFER TO SHEET ED600 FOR ELECTRICAL SCHEDULES.

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

ELECTRICAL POWER ROOF REMOVAL PLAN

ED700

2 EXISTING WALL MOUNTED LIGHTING TO REMAIN. TYPICAL OF SIX WALL MOUNTED FIXTURES.

3 DETACH ALL CIRCUITS AND FEEDER FROM MCC-2. SEE SHEET ED600 FOR SALVAGE OF SELECTED

BREAKERS AND STARTERS. REMOVE SUPPORT STEEL FRAME. CAP CONDUITS DURING CONSTRUCTION

TO PREVENT DIRT AND DEBRIS FROM ENTERING

4 DISCONNECT AND REMOVE MOTOR LEADS CONDUIT AND CONDUCTORS FROM COOLING TOWER TO

VFD ENCLOSURE.

5 REMOVE EXISTING CONDUCTORS BACK TO MCC-2. RELOCATE CONDUIT STUB-UP TO NEW VFD

ENCLOSURE LOCATION. SEAL ROOF PENETRATION.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD: JEREMY WHITLEY

STATE: PENNSYLVANIA

REGISTRATION NO.: PE090921

EXISTING AHU-1 OA PLENUM

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/2021

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

ED600

ELECTRICAL

PANEL SCHEDULES DEMO

DS

APB

MDB

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

ED700

ELECTRICAL

ONELINE REMOVALS

DS

APB

E E.5 F G J H

MCC-1

CONTROL ROOM

CONTROL

CABINET

UTILITY METER

WATER TREATMENT EQUIPMENT

IRRIGATION CONTROLLER

INCOMING DOMESTIC WATER

GROUNDING POINT

CONTROL CABINET

(E)CWP-1 (E)CWP-2 (E)CWP-3

(E)CHWP-1 (E)CHWP-2 (E)CHWP-3

CHWP-4 CHWP-5

AHU-1

CH-1 CH-2 CH-3

RS-1 RS-2

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:3

:4

A

M

1/4" = 1'-0"

ELECTRICAL POWER PLAN -

INTERMEDIATE

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

EI200

07/22/21

APB

MDB

DS

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

ELECTRICAL POWER 1ST FLOOR INTERMEDIATE PLAN

1 PROVIDE THREE 4-INCH WATERPROOF WALL PENETRATIONS FOR ELECTRICAL SERVICE TO

TEMPORARY CHILLER. PROVIDE SEPARATE PENETRATIONS FOR CHILLER ELECTRICAL FEEDERS,

PERIPHERAL ACCESSORIES CIRCUITS, AND NETWORK COMMUNICATIONS CABLE. WHEN THE NEED FOR

TEMPORARY CHILLER HAS PASSED REMOVE THE SLEEVES AND PATCH PENETRATIONS TO MATCH

BUILDING EXTERIOR AND INTERIOR FINISHES RESPECTIVELY. COORDINATE NUMBER AND SIZE OF

PENETRATIONS WITH MECHANICAL CONTRACTOR BASED UPON THE ACTUAL TEMPORARY CHILLER

PROVIDED.

KEY NOTES

SHEET NOTES

1. LIGHT LINE WEIGHT INDICATES EXISTING (E). HEAVY LINE WEIGHT INDICATES NEW (N)

CONSTRUCTION.

2. PROVIDE TEMPORARY POWER FOR CONSTRUCTION NEEDS.

3. PATCH AND PAINT ANY DAMAGED SURFACES DUE TO DEMOLITION AND CONSTRUCTION TO MATCH EXISTING CONDITIONS. SEAL ALL PENETRATIONS THROUGH RATED CEILINGS AND WALLS WITH UL

LISED SEALANTS AND FIRESTOPPING MATERIALS.

4.

5. MAKE PROVISIONS FOR SEPARATE CONSTRUCTION POWER RECEPTACLES TO AVOID ADDITIONAL

WEAR TO EXISTING DEVICES.

6. REFER TO SHEET EI700 FOR ONELINE DIAGRAM AND LOAD SUMMARY RELATED TO THIS EQUIPMENT

ELECTRICAL SCHEDULES.

7. REFER TO ED700 FOR OUTAGE NOTES

8. INTERMEDIATE PHASE DRAWINGS INDICATE TEMPORARY POWER CONFIGURATION DURING

CONSTRUCTION AND IS TO BE COMPLETED BEFORE NEW WORK BEGINS, SEE SHEET EI700 FOR

ADDITIONAL INTERMEDIATE PHASE DETAILS FOR TEMPORARY POWER CONFIGURATION. REFER TO SHEET E700 FOR NEW WORK DETAILS TO BE COMPLETED AFTER INTERMEDIATE PHASE IS COMPLETE.

2 REFER TO ONELINE DIAGRAM, SHEET EI700 FOR CONFIGURATION OF MCC-1 DURING CONSTRUCTION

AND FOR CONSTRUCTION POWER SOURCES.

EI700

UTILITY

TRANSFORMER

TRANSFORMER PANEL A

PANEL A

SECTION 2

PANEL A

SECTION 1

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD: JEREMY WHITLEY

STATE: PENNSYLVANIA

REGISTRATION NO.: PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

EI700

ELECTRICAL

ONELINE INTERMEDIATE

DS

APB

E E.5 F G J H

CWP-1 CWP-2

CWP-3 CWP-4

CH-1 CH-2 CH-3

CHWP-1 CHWP-2 CHWP-3

UTILITY METER

UTILITY TRANSFORMER

E700

E500

CWP-1

CWP-2

CWP-3

CWP-4

VFDS

PANEL A

SECTION 1

PANEL A

SECTION 2

CONTROL

PANEL

WATER TREATMENT EQUIPMENT

VFD CHWP-1 VFD CHWP-2 VFD CHWP-3

IRRIGATION CONTROLLER

INCOMING DOMESTIC WATER GROUNDING POINT

CONTROLS CABINET

MCC-1

AHU-1

CHWP-4 CHWP-5

RS-1 RS-2

TRANSFORMER

PANEL A

3 3

E500

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:3

:3

A

M

1/4" = 1'-0"

ELECTRICAL POWER 1ST FLOOR

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

E200

07/22/21

APB

MDB

DS

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

1 WHEN NEED FOR TEMPORARY CHILLERS HAS PASSED, REMOVE SLEEVES AND PATCH PENETRATIONS

TO MATCH BUILDING EXTERIOR AND INTERIOR FINISHES RESPECTIVELY.

KEY NOTES

SHEET NOTES

1. LIGHT LINE WEIGHT INDICATES EXISTING (E). HEAVY LINE WEIGHT INDICATES NEW (N)

CONSTRUCTION.

2. PROVIDE TEMPORARY POWER FOR CONSTRUCTION NEEDS.

3. PATCH AND PAINT ANY DAMAGED SURFACES DUE TO DEMOLITION AND CONSTRUCTION TO MATCH EXISTING CONDITIONS. SEAL ALL PENETRATIONS THROUGH RATED CEILINGS AND WALLS WITH UL

LISTED SEALANTS AND FIRESTOPPING MATERIALS.

4. REFER TO SHEET E700 FOR ONELINE DIAGRAM AND LOAD SUMMARY RELATED TO THIS EQUIPMENT.

5. REFER TO SHEET E600 FOR ELECTRICAL SCHEDULES AND EQUIPMENT SCHEDULE FOR CONDUIT AND

BRANCH CIRCUIT SIZES.

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

ELECTRICAL POWER 1ST FLOOR PLAN

2 REFER TO SHEET E700 FOR WORK IN MCC-1.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD: JEREMY WHITLEY

STATE: PENNSYLVANIA

REGISTRATION NO.: PE090921

3 MAINTAIN EMERGENCY EGRESS PATH.

4 BID ALTERNATE, SEE SHEET E700 FOR DETAILS.

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

V V

V

V

E E.5 F G J H

SWBD RP-1

E700

AHU-2

FVNR

STARTER

DISPATCH POWER

BACKUP

GENERATOR

CT-1 VFD

CT-3 VFD

EF-1

EF-2

AHU-2

CT-2 VFD

EF-1 VFD

EXISTING AHU-1 OA PLENUM

CT-1 CT-2

CT-3

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:3

:3

A

M

1/4" = 1'-0"

ELECTRICAL POWER ROOF

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

E201

07/22/21

APB

MDB

DS

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

1 PROVIDE A NEW SWITCHBOARD WITH E NEMA 4X RATED ENCLOSURE TO REPLACE MCC-2. REFER TO ONELINE DIAGRAM, SHEET E700 FOR CONNECTIONS. SWITCHBOARD SHALL BE MOUNTED ON A STEEL FRAME. PROVIDE A SOLID OR SCREENED BOTTOM PANEL AND TERMINATE EXISTING CONDUITS TO

BOTTOM PANEL. PROVIDE BONDING BUSHINGS AS REQUIRED.

KEY NOTES

SHEET NOTES

1. LIGHT LINE WEIGHT INDICATES EXISTING (E). HEAVY LINE WEIGHT INDICATES NEW (N)

CONSTRUCTION..

2. PROVIDE TEMPORARY POWER FOR CONSTRUCTION NEEDS.

3. PATCH AND PAINT ANY DAMAGED SURFACES DUE TO DEMOLITION AND CONSTRUCTION TO MATCH EXISTING CONDITIONS. SEAL ALL PENETRATIONS THROUGH RATED CEILINGS AND WALLS WITH UL

LISTED SEALANTS AND FIRESTOPPING MATERIALS.

4. REFER TO SHEET E700 FOR ONELINE DIAGRAM AND LOAD SUMMARY RELATED TO THIS EQUIPMENT.

5. REFER TO SHEET E600 FOR ELECTRICAL SCHEDULES AND EQUIPMENT SCHEDULE FOR CONDUIT AND

BRANCH CIRCUIT SIZES.

6. ALL ELECTRICAL EQUIPMENT ON THIS SHEET TO BE RATED NEMA 4X.

7. RE-INSTALL LIGHTING PROTECTION SYSTEM ONTO NEW COOLING TOWERS. CONNECT TO EXISTING

POTENTIAL RING AND DOWNLEADS. PROVIDE A UL INSPECTIONS CERTIFICATION.

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

ELECTRICAL POWER ROOF PLAN

2 COORDINATE EXACT LOCATION OF VFD ENCLOSURES WITH STRUCTURAL AND MECHANICAL COOLING TOWER ENCLOSURES. CONFIRM FINAL LOCATION FOR ENCLOSURES WITH OWNER REPRESENTATIVE

TO VERIFY ADEQUATE MAINTENANCE ACCESS.

3 PROVIDE NEW LIGHTNING PROTECTION COMPONENTS FOR COOLING TOWERS AND ASSOCIATED

STRUCTURES. REFER TO PERFORMANCE SPECIFICATIONS FOR REQUIREMENTS. VERIFY COOLING

TOWER STRUCTURE IS ADEQUATELY BONDED. REPAIR LIGHTNING PROTECTION CABLING OR

COMPONENTS THAT HAVE BEEN DAMAGED DURING COOLING TOWER INSTALLATION OR OTHER

CONSTRUCTION RELATED ACTIVITY.

4 EXISTING WALL MOUNTED LIGHT FIXTURES TO REMAIN. TYPICAL OF SIX.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD: JEREMY WHITLEY

STATE: PENNSYLVANIA

REGISTRATION NO.: PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

E500

ELECTRICAL

ONE-LINE DIAGRAM

DS

APB

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

E600

ELECTRICAL

PANEL SCHEDULES

DS

APB

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

PENNSYLVANIA

JEREMY WHITLEY

PE090921

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

E700

ELECTRICAL ONELINE

DIAGRAM - NEW WORK

DS

APB

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

JEFFREY ELSNER

PENNSYLVANIA

43784

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

M001

MECHANICAL

LEGEND

JE

APB

MJ

N

YEAR CODE

X

X bstroschein PE Seal Template

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.2/

/2

:3 6:

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

RMH Group project number © 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

JEFFREY ELSNER

PENNSYLVANIA

43784

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

MD100

MECHANICAL PIPING FLOW

DIAGRAM - REMOVAL

JE

APB

MJ

E E.5 F G J H

M300

M301

3 3 3

7 7

M300

(E)12" CWS

(E)10" CHWS

(E )8

C

H W

S

(E)10" CHWR

(E)8" CHWR(E)10" CHWR

(E)6" CHWS

(E)12" CWS(E)8" CHWR (E)10" CHWS

(E)6" CHWR

(E)12" CWR

(E)12" CWR

(E)6" CHWS

(E)8" CHWR

(E)10" CHWR(E)8" CHWR

(E)10" CHWR

(E )1

2" C

W R

(E)10" CWR

(E)8" CHWR

(E)10" CHWS

(E)10" CHWS

(E)10" CHWS

(E)2 1/2" HWS

(E)2 1/2" HWR

(E)2 1/2" CHWR

(E)2 1/2" CHWS

(E)12" CWS

(E)10" CWS

(E)10" CHWS

(E)6" V

(E)8"

(E)10" CWS

(E )1

0" C

W S

(E )1

0" C

W S

(E )1

0" C

W S

(E)10" CWS

(E)6" CHWR

(E)6" CHWS

(E)6" CHWR

(E)6" CHWS

(E)CHWP-6

(E)CHWP-2

(E)CHWP-3

(E)CHWP-1

(E)CH-1

(E)CH-2

(E)CH-3

(E)CWP-3(E)CWP-2

(E)CWP-1

(E)RS-1 (E)RS-2 (E)AHU-1

(E)CWP-5

(E)CWP-4

(E) EXPANSION

TANK

(E)AS-1

(E) HX-1

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:4

:3

A

M

1/4" = 1'-0"

MECHANICAL PIPING 1ST FLOOR -

REMOVAL

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

MD201

07/22/21

APB

MJ

JE

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

KEY NOTES

SHEET NOTES

1. LIGHT LINE WEIGHT INDICATES EXISTING. HATCHING INDICATES DEMOLITION.

2. COORDINATE WITH CONTRACTING OFFICER PRIOR TO DISPOSING OF ANY REMOVED MECHANICAL

MATERIALS OR EQUIPMENT.

3. REPAIR ALL SURFACES AND FINISHES DAMAGED DUE TO DEMOLITION OR CONSTRUCTION TO MATCH

EXISTING CONDITIONS.

4. EQUIPMENT AND PIPING SHOWN ON THIS DRAWING ARE BASED ON RECORD INFORMATION PROVIDED IN PART BY OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES FOR RESOLUTION.

5. COORDINATE WITH PLANT OPERATORS BEFORE CUTTING, SHUTTING OFF VALVES, OR SHUTTING

DOWN PLUMBING EQUIPMENT OR SYSTEMS AT LEAST SEVEN DAYS BEFORE PERFORMING WORK.

6. COORDINATE DEMOLITION WORK WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION TO

DETERMINE WORK REQUIRED DURING OFF HOURS OR WEEKENDS.

7. CONTRACTOR SHALL NOT REMOVE ANY SYSTEM FROM SERVICE BEFORE COORDINATING WITH

CONTRACTING OFFICER.

8. CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE PRIOR TO BEGINNING ANY DEMOLITION IN THE

CHILLER PLANT. THE SCHEDULE SHALL INCLUDE DURATION OF ALL PLANNED OUTAGES, AND

IDENTIFY THE DATE WHEN A TEMPORARY CHILLER WILL NO LONGER BE NEEDED. SEE SHEETS M100, M200, AND M210 FOR TEMPORARY CHILLER INFORMATION AND NEW WORK THAT IS REQUIRED PRIOR

TO SOME OF THE DEMOLITION SHOWN ON THIS SHEET.

9. PROTECT EQUIPMENT, PIPING, AND VALVES THAT REMAIN. UNLESS OTHERWISE NOTED ALL VALVES SHALL BE RETAINED, INSPECTED, AND RE-USED. IF CONTRACTOR NOTICES SIGNIFICANT DAMAGE OR FUNCTIONAL ISSUES WITH AN EXISTING VALVE THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER.

10. CONTRACTOR SHALL PROTECT AND ISOLATE EXISTING FIRE DETECTION AND SUPPRESSION SYSTEM

TO PREVENT FALSE ALARMS DUE TO NORMAL CONSTRUCTION ACTIVITIES

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

MECHANICAL PIPING 1ST FLOOR REMOVAL PLAN

1 DEMOLISH SECTION OF PIPING AS NECESSARY TO INSTALL NEW CHECK VALVE AND 6" BYPASS, REFER

TO SHEETS M100 AND M200. COORDINATE OUTAGE TO CAMPUS CHILLED WATER SYSTEM WITH

CONTRACTING OFFICER. IN ORDER TO ACCESS THIS PIPING FOR CONSTRUCTION EITHER DRAIN DOWN PLANT CHILLED WATER PIPING OR PROVIDE FREEZE ISOLATION AROUND THIS SECTION OF PIPING.

2 DEMOLISH SECTION OF PIPING AS NECESSARY TO INSTALL ISOLATION VALVE, REFER TO SHEETS M100 AND M200. COORDINATE OUTAGE TO CAMPUS CHILLED WATER SYSTEM WITH CONTRACTING OFFICER.

IN ORDER TO ACCESS THIS PIPING FOR CONSTRUCTION EITHER DRAIN DOWN PLANT CHILLED WATER

PIPING OR PROVIDE FREEZE ISOLATION AROUND THIS SECTION OF PIPING.

3 REMOVE EXISTING CHILLER INCLUDING ALL COMPONENTS. REMOVE, CONTAIN AND DISPOSE OF R-123 REFRIGERANT PER THE REQUIREMENTS OF THE CLEAN AIR ACT, SECTION 608. SUBMIT COPY OF

RECORD OF DISPOSAL OR RECYCLING. REFER TO STRUCTURAL DRAWINGS FOR DETAILS OF

DEMOLITION OF EQUIPMENT PADS.

4 12" CONDENSER WATER RETURN UP TO ROOF, SEE MD202 FOR CONTINUATION.

5 12" CONDENSER WATER SUPPLY FROM COOLING TOWERS UP TO ROOF, SEE MD202 FOR

CONTINUATION.

6 REMOVE PUMP, PIPING AND VALVES AS SHOWN. REFER TO MD100 AND SECTIONS ON M300 SERIES

SHEETS FOR ADDITIONAL DETAIL. REFER TO STRUCTURAL DRAWINGS FOR DEMOLITION OR

MODIFICATION OF EQUIPMENT PADS.

7 SECONDARY PUMPS TO REMAIN IN OPERATION TO CIRCULATE CHILLED WATER TO CAMPUS. PROTECT

PUMPS DURING DEMOLITION AND CONSTRUCTION.

8 EXISTING SUMP TANKS TO REMAIN UNDER BASE CONTRACTS. REFER TO DETAIL SHEETS FOR BID

ALTERNATE SCOPE FOR THESE TANKS.

9 8" CHWS AND CHWR TO CAMPUS BUILDINGS

10 EXISTING AHU-1. AHU-1 PROVIDES HEATING, COOLING, AND VENTILATION FOR THE CHILLER PLANT

THROUGH DUCTWORK INSIDE THE PLANT (DUCTWORK NOT SHOWN FOR CLARITY). MAINTAIN

OPERATION OF AIR HANDLER OR PROVIDE TEMPORARY HEATING FOR THE PLANT. PROVIDE NEW

FILTERS AT REGULARY INTERVALS DURING CONSTRUCTION SO THAT FILTER PRESSURE DROP DOES

NOT EXCEED 0.33" W.C. PROVIDE NEW FILTERS AT CONCLUSIONG OF CONSTRUCTION.

11 REMOVE EXISTING CHWP-6 AND ASSOCIATED VALVES AND PINPING UP TO PIPING MAIN TEES AND CAP AT DEMOLITION TERMINATION. REFER TO SHEET MD100 FOR MORE DETAIL. REFER TO STRUCTURAL DRAWINGS FOR REMOVAL OF PADS FOR BOTH CHWP-6 AND THE EXISTING PAD THAT WAS INSTALLED

FOR A FUTURE CHWP-7.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021- 05-17

DESIGNER OF RECORD: JEFFREY ELSNER

STATE: COLORADO

REGISTRATION NO.: 43784

12 COOLING TOWER SUMPS ARE A CONFINED SPACE - ENTRY PERMIT IS REQUIRED.

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/2021

E E.5 F G J H

M301

M301

(E)CT-2

(E)CT-1

(E)CT-3

(E)10" CWR

(E)12" CWS(E)10" CWS

(E)12" CWR

(E)10" CWS

(E)10"

(E)8"

(E)10"

(E)12" CWR

(E)10" CWR

(E)8" (E)6"

(E)10"

(E)EF-2 2

EXISTING AHU-1 OA PLENUM

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:4

:3

A

M

1/4" = 1'-0"

MECHANICAL PIPING ROOF -

REMOVAL

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

MD202

07/22/21

APB

MJ

JE

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

KEY NOTESSHEET NOTES

1. LIGHT LINE WEIGHT INDICATES EXISTING. HATCHING INDICATES DEMOLITION.

2. COORDINATE WITH CONTRACTING OFFICER PRIOR TO DISPOSING OF ANY REMOVED MECHANICAL

MATERIALS OR EQUIPMENT.

3. REPAIR ALL SURFACES AND FINISHES DAMAGED DUE TO DEMOLITION OR CONSTRUCTION TO MATCH

EXISTING CONDITIONS.

4. EXISTING EQUIPMENT AND PIPING SHOWN ON THIS DRAWING ARE BASED ON RECORD INFORMATION PROVIDED IN PART BY OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE CONTRACTING OFFICER

OF ANY DISCREPANCIES FOR RESOLUTION.

5. COORDINATE WITH PLANT OPERATORS BEFORE CUTTING, SHUTTING OFF VALVES, OR SHUTTING

DOWN EQUIPMENT OR SYSTEMS AT LEAST SEVEN DAYS BEFORE PERFORMING WORK.

6. COORDINATE DEMOLITION WORK WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION TO

DETERMINE WORK REQUIRED DURING OFF HOURS OR WEEKENDS.

7. CONTRACTOR SHALL NOT REMOVE ANY SYSTEM FROM SERVICE BEFORE COORDINATING WITH

CONTRACTING OFFICER.

8. CONTRACTOR SHALL SUBMIT A DETAILED SCHEDULE PRIOR TO BEGINNING ANY DEMOLITION IN THE

CHILLER PLANT. THE SCHEDULE SHALL INCLUDE DURATION OF ALL PLANNED OUTAGES, AND

IDENTIFY THE DATE WHEN A TEMPORARY CHILLER WILL NO LONGER BE NEEDED. SEE SHEETS M100, M200, AND M210 FOR TEMPORARY CHILLER INFORMATION AND NEW WORK THAT IS REQUIRED PRIOR

TO SOME OF THE DEMOLITION SHOWN ON THIS SHEET.

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

MECHANICAL PIPING ROOF REMOVAL PLAN

1 EXISTING ABANDONED REFRIGERANT VENT DISCHARGE. DEMOLISH GOOSE NECK FITTING, SEE M202

FOR NEW WORK TO EXTEND THIS VENT UP ABOVE SCREEN WALL.

2 EXISTING TWO SPEED EXHAUST FAN SHOWN TO REMAIN. NOTE THAT SCOPE SHOWN IS FOR BASIS OF DESIGN TRANE CHILLER. IF JOHNSON CONTROLS CHILLER IS SELECTED THIS FAN MUST REPLACED

WITH THE ALTERNATE FAN AS SCHEDULED ON M600

3 REFER TO STRUCTURAL DRAWINGS FOR DETAILS OF ANY REMOVAL AND DEMOLITION OF COOLING

TOWER SUPPORTS AND DUNNAGE.

4 REMOVE EXISTING MOTORIZED COOLING TOWER ISOLATION VALVE AND RETAIN FOR FUTURE USE.

5 EXISTING MOTORIZED COOLING TOWER ISOLATION VALVE TO REMAIN, PROTECT AND SUPPORT VALVE

DURING CONSTRUCTION. IF VALVE MUST BE REMOVED TO ALLOW CLEARANCE TO INSTALL THE

COOLING TOWER, REINSTALL VALVE IN THE SAME LOCATION.

6 12" CONDENSER WATER RETURN FROM CHILLER PLANT BELOW UP TO COOLING TOWERS. SEE MD201

FOR CONTINUATION BELOW

7 12" CONDENSER WATER SUPPLY FROM TOWERS DOWN TO CHILLER PLANT BELOW, SEE MD201 FOR

CONTINUATION.

8 REMOVE EXISTING, ABANDONED, REFRIGERANT VENT FROM ROOF TO TOP OF WALL.

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021- 05-17

DESIGNER OF RECORD: JEFFREY ELSNER

STATE: COLORADO

REGISTRATION NO.: 43784

9 RETAIN AND RE-USE EXISTING PIPE SUPPORTS IF POSSIBLE, SEE M202 FOR NEW PIPE ROUTING IN

SAME LOCATION.

10 COOLING TOWERS ARE A CONFINED SPACE - ENTRY PERMIT IS REQUIRED.

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/2021

A

B

C

D

E

1 2 3 4 5

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT FOR

REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION.

DATE: 2021 - 06 - 03

DESIGNER OF RECORD:

STATE:

REGISTRATION NO.:

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203

518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.

P

M

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL

CHILLED WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

07/22/21

2019063.02

CONSTRUCTION DOCUMENTS

12600 West Colfax Avenue, Suite A-400

Lakewood, Colorado 80215

Phone 303-239-0909

RMH Group project number

© 2021www.rmhgroup.com making a difference through engineering

Mechanical • Electrical Industrial • Sustainability Denver // Phoenix

SM

20440

JEFFREY ELSNER

PENNSYLVANIA

43784

A 100% DRAFT CDS FOR CLIENT REVIEW 04/19/21

B 100% FINAL CDS FOR CLIENT REVIEW 05/17/21

0 CONSTRUCTION DOCUMENTS 07/22/21

M100

MECHANICAL PIPING

FLOW DIAGRAM

JE

APB

MJ

E E.5 F G J H

M300

M301

M300

M300

M300

CWP-1

CWP-2 CWP-3 CWP-4

CH-3

CH-2

CH-1

CHWP-1 CHWP-2 CHWP-3

4 4 4

4 4 4

EXISTING MCC

5' - 6 3/8"

2' - 6 3/8"

3' - 5 1/16"

5' - 4 15/16" 4' - 11 1/16"

3'

/8

3' - 2 5/8"

AHU-1RS-2RS-1

6 6

10 10

8" CHWR

8" CHWS

M300

(E)12" CWS

4'

/8

© 2021 making a difference through engineering

SM

12600 West Colfax Avenue, Suite A-400 Lakewood, Colorado 80215 Phone 303-239-0909

Denver // Phoenix

RMH Group project number www.rmhgroup.com

Mechanical • Electrical Industrial • Sustainability

20440

KEY PLAN

1 2 3 4 5 6

A

B

C

D

E

1 2 3 4 5 6

N

DRAWN BY:

CHECKED BY:

DATE:

SCALE:

DESIGNED BY:

EYP PROJECT NUMBER :

# Revision Date

201 Fuller Rd.

5th Fl.

Albany, NY 12203 518 795 3800 eypae.com

Copyright ©

EYP, Inc.

EYP, Inc.7 /2

/2

:4

:0

A

M

1/4" = 1'-0"

MECHANICAL EQUIPMENT &

CLEARANCE PLAN

INDEPENDENCE NATIONAL

HISTORIC PARK CENTRAL CHILLED

WATER PLANT

115 S, 3rd St. Philadelphia, PA 19106

NATIONAL PARK

SERVICE

M200

07/22/21

APB

MJ

JE

2019063.02

DRAFT CONSTRUCTION DOCUMENTS

0' 2' 4' 8' 16'

1/4"=1'-0"

1'

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

MECHANICAL PIPING EQUIPMENT & CLEARANCE PLAN

SHEET NOTES

1 40" CHILLER VSD CLEARANCE PER NEC. KEEP AREA CLEAR OF OTHER EQUIPMENT OR PIPING FROM

FLOOR TO 12" ABOVE TOP OF VSD.

KEY NOTES

2 TUBE PULL CLEARANCE. KEEP AREA CLEAR OF EQUIPMENT AND PIPING NOT ASSOCIATED WITH THE CHILLER. ALL ISOLATION VALVES SHALL BE INSTALLED ABOVE THIS CLEARANCE, REFER TO SECTIONS

ON SHEET M300

3 CHILLER CONTROL PANEL CLEARANCE. KEEP AREA CLEAR OF PIPING AND EQUIPMENT.

4 MAINTAIN AT LEAST 3 FEET OF CLEARANCE AROUND EQUIPMENT FOR MAINTENANCE ACCESS.

1. LIGHT LINE WEIGHT INDICATES EXISTING. HEAVY LINE WEIGHT INDICATES NEW CONSTRUCTION.

2. REPAIR ALL SURFACES AND FINISHES DAMAGED DUE TO DEMOLITION OR CONSTRUCTION TO MATCH

EXISTING CONDITIONS.

3. EXISTING EQUIPMENT AND PIPING SHOWN ON THIS DRAWING ARE BASED ON RECORD INFORMATION PROVIDED IN PART BY OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS PRIOR TO STARTING WORK AND SHALL NOTIFY THE CONTRACTING OFFICER

OF ANY DISCREPANCIES FOR RESOLUTION.

4. THIS PLAN SHOWS PIPING AND EQUPMENT BELOW 12' AFF. SEE SHEET M201 FOR PIPING ABOVE THAT LEVEL, ALSO REFER TO M300 SHEETS FOR SECTIONS SHOWING DETAILS THAT ARE DIFFICULT TO

DISPLAY IN A PLAN VIEW.

5 NEC REQUIRED EGRESS CLEARENCE FROM MCC-1. MAINTAIN A MINIMUM 30" WIDE BY 90"

TALLPASSAGEWAY FREE FROM ALL PERMANENT EQUIPMENT AND PIPING. PASSAGE SHALL EXTEND BOTH DIRECTIONS FROM MCC-1 TO THE EXIT DOORS FROM THE PLANT, INCUDING BEHIND CHILLERS #1

AND #2 AS SHOWN.

6 REFER TO STRUCTURAL DRAWINGS FOR DETAILS RELATED TO CHILLER AND PUMP EQUIPMENT PADS.

7 INSTALL NEW REFRIGERANT MONITOR SYSTEM PER SCHEDULE ON SHEET M600. RE-USE EXISTING

SENSOR TUBES AND RECONNECT HARDWIRED CONTROL AND ALARM.

8 LOCATION OF EXISTING PLANT CONTROLLER AND JACE PANELS. REFER TO CONTROLS SHEET FOR

SCOPE OF CONTROLS WORK.

9 INSTALLATION PATH FOR NEW CHILLERS THROUGH OVERHEAD DOOR. FACTORY AUTHORIZED PARTY SHALL DISMOUNT THE CHILLER VARIABLE…