merck & co., inc. - mathers-team.com · merck & co., inc. stonewall plant, elkton, va...

MERCK & CO., INC.STONEWALL PLANT, ELKTON, VA

CHEMICAL FEED PACKAGEWELL WATER DISINFECTION

MCP

1/2"=1'-0"TLF

T0001

GENERAL

MCT

MCT

MCP

PROJECT NO. P.0018628

TITLEDRAWING No.

ELECTRICAL

GENERAL NOTES

FLOOR PLAN BLDG. 12 (WELL#3) - NEW POWER


FLOOR PLAN BLDG. 14 (WELL#'s 5-9) - NEW POWER



FLOOR PLAN BLDG. 17A (WELL#12) - NEW POWER

PIPING

FLOOR PLAN BLDG. 12 (WELL #3)


SPECIFICATIONS, LEGEND AND ABBREVIATIONS

FLOOR PLAN BLDG. 14 (WELL #'s 5-9)



FLOOR PLAN BLDG. 17A (WELL #12)

EQUIPMENT

TWO PERISTALTIC PUMPS

THREE PERISTALTIC PUMPS

DEMO P&ID WELL 2 SYSTEM COOLING WATER UTILITIES

ELEVATIONS, SECTIONS, & DETAILS

P&ID

DAWELL2SYS-A

DAWELL5-8-9SYS-A

AWELL2SYS-A

WELL2CLSYS

WELL3CLSYS

DAWELL4SYS-A

AWELL4SYS-A

WELL4CLSYS

AWELL5-8-9SYS-A

DAWELL6-7SYS-A

DAWELL10SYS-A

AWELL10SYS-A

WELL10CLSYS

DAWELL12SYS-A

AWELL12SYS-A

WELL12CLSYS

WELL11CLSYS

P&ID WELL 2 SYSTEM COOLING WATER UTILITIES

P&ID WELL 3 SYSTEM UTILITY WATER UTILITIES

DEMO P&ID WELL 4 SYSTEM COOLING WATER SUPPLY UTILITIES

P&ID WELL4 SYSTEM COOLING WATER SUPPLY UTILITIES

DEMO P&ID WELLS 5, 8 AND 9 COOLING WATER WELL PUMPS UTILITIES

P&ID WELLS 5, 8 AND 9 COOLING WATER WELL PUMPS UTILITIES

DEMO P&ID WELLS 6 AND 7 COOLING WATER WELL PUMPS UTILITIES

DEMO P&ID WELL 10 POTABLE WATER LOOP UTILITIES

P&ID WELL 10 POTABLE WATER LOOP UTILITIES

DEMO P&ID WELL 11 COOLING WATER LOOP UTILITIES

P&ID WELL 11 COOLING WATER LOOP UTILITIES

DEMO P&ID WELL 12 POTABLE WATER LOOP UTILITIES

P&ID WELL 12 POTABLE WATER LOOP UTILITIES

HVAC

FLOOR PLANS

SPECIFICATIONS, SCHEDULES, CONTROL DIAGRAMS, LEGEND & ABBREVIATIONS

E-P.0018628-T0001

E-P.0018628-P0001

E-P.0018628-P1101

E-P.0018628-P1102

E-P.0018628-P1103

E-P.0018628-P1104

E-P.0018628-P1105

E-P.0018628-P1106

E-P.0018628-P1107

E-P.0018628-Q2001

E-P.0018628-Q2002

E-P.0018628-H1401

E-P.0018628-H8001

E-P.0018628-E0001

E-P.0018628-E1201

E-P.0018628-E1202

E-P.0018628-E1203

E-P.0018628-E1204

E-P.0018628-E1205

E-P.0018628-E1206

E-P.0018628-E1207

E-P.0018628-S1201

E-P.0018628-S1202

E-P.0018628-S7001

FLOOR PLAN BLDG. 11 & 42 (WELL #2)

FLOOR PLAN BLDG. 11 & 42 (WELL #2) - NEW POWER

P&ID WELL 2 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES






P&ID WELLS 5, 8, AND 9 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES

COVER SHEET

COVER SHEET

E-P.0018628-S1203

E-P.0018628-S1205

E-P.0018628-S1206



FLOOR PLANS BLDG. 17A (WELL #12)

E-P.0018628-T1001 WELL LOCATION PLAN

FLOOR PLAN BLDG. 11 & 42C (WELL #2)

STRUCTURAL & ARCHITECTURAL

E-P.0018628-P1108

E-P.0018628-P1109

E-P.0018628-P1110

E-P.0018628-P1111

DEMOLITION PHOTOS BLDG. 14 (WELLS #5-9)

DEMOLITION PHOTOS BLDG. 15 (WELL #10) AND BLDG. 16 (WELL #11)

DEMOLITION PHOTOS BLDG. 17 (WELL #12)

DEMOLITION PHOTOS BLDG. 11 & 42 (WELL #2) AND BLDG. 13 (WELL #4)

AWELL6-7SYS-A P&ID WELLS 6 AND 7 COOLING WATER WELL PUMPS UTILITIES

WELL5-8-9CLSYS_1

P&ID WELLS 5, 8, AND 9 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIESWELL5-8-9CLSYS_2

APRIL 17, 2014

MCT MCP

DAWELL11SYS

AWELL11SYS

AWELL3SYS

E-P.0018628-H1201 FLOOR PLANS - DEMOLITION

E-P.0018628-S1204

FLOOR PLANS BLDG. 14 (WELL #'s 5-9)

FLOOR PLANS BLDG. 15 (WELL #10)

ISSUED FOR CONSTRUCTION

EAG MCP

4/17/14

V

IRGINIA

PR

OF

ESSIONAL E

NGIN

EE

R

THOMAS L. FITZGERALD

OF

CO

MM

ON

WEALTH

Lic. No. 36727

REV. No. DESCRIPTION DWN. CHKD. DATE APPROVED

THIS DRAWING IS THE PROPERTY OF MERCK & CO., Inc. IT

IS TO BE USED ONLY FOR WORK FOR WHICH IT WAS DESIGNED

AND IS SUBJECT TO RECALL AT ANY TIME. IT MUST NOT BE

COPIED OR REPRODUCED WITHOUT PERMISSION.

PLANT

DWN DATE CHK DATE

APPR DATE SCALE

THIS PRINT NOT TO BE USED FOR CONSTRUCTION UNLESS

NOTED AND SIGNED "FOR CONSTRUCTION" IN REVISION BLOCK.

STONEWALLPROJ. NO.

a 02/20/1495% OWNER REVIEW

127 Nationwide Drive, Lynchburg, Virginia 24502-4272

wileywilson.comweb 434.947-1601 | fax 434.947.1901 | phone

WELL WATER DISINFECTION CHEMICAL FEED PACKAGE

4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-

b 03/21/14100% OWNER REVIEW

0 04/17/14FOR CONSTRUCTION

NONE

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

AREA OF WORK

WELL LOCATION PLAN

WELL #4AREA OF WORK

JLW MCP

TLF

MCP

T1001

JLW

GENERAL

13

11 A

WELL

#1

WELL

#242C

11

WELL

#312

15

14

WELLS #5,6,7,8,9

WELL #10

MCPJLW

17A

WELL #12

WELL #11

4/17/14

JLW MCP

V

IRGINIA

PR

OF

ESSIONAL E

NGIN

EE

R


OF

CO

MM

ON

WEALTH

Lic. No. 36727






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.



phone 434.947.1901 | fax 434.947-1601 | web wileywilson.com


4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



SHEDDRUM

5B

NO.2

PUMPHOUSE

5C

67

44A

GUARD HOUSE

5D

5G

44S

44

69

5

5A

44

45

4 3

13

43

21

41

1

61

62

84

8283

65

91

81

86

87

63

TANK FARM

80

TANKFARM

40

1A

"A" STREET

"B" STREET

"C" STREET

FI

RS

T

AV

EN

UE

SE

CO

ND

AV

EN

UE

800801

TANK

FARM

THI

RD

AV

EN

UE

21F

21

C

21

E 21A

21

B

41A

41

B

42C

81

C

62A

62B

62C

80

45

44 B

PARKING

AERATION

BASINS

CLARIFIERS

BIOFILTERS

BASINS

HOUSE

PUMP

62

D

ENTRANCE

RR TRACK

81

E

WELL #11

90

A

N2

DRUMSTORAGE

SS 23, 23A

81F

81A/B

85

FAB

SHOP

WATER

TANK

66

CONTRACTOR’S

PARKING

83B

91

A

21I

H

21K

LANDFILL AREA

OVERFLOW

PARKING

CONTRACTOR’S

PARKING

PARKING

MERCK EMPLOYEE

81 G

93

ENTRANCE

ENTRANCE

CONTRACTOR ENTRANCE

41C

2A

103

102

90

83A

61

B

12

A

92

TA-102

NAT.

GAS

METER

84B

CONTRACTORS AREA

94

5E

66A

69A

83C

1B

21G

1

PILOT

PLANT

80

24

2

B

D

E

ST

ATE R

OUTE 642

SPILL P

ON

D

SPILL P

ON

D

1

U.S. R

T. 3

40SOUTH

EASTSIDE

HIGHWAY

TO ELKTON

COOLEY

CONFERENCE

CENTERPARKING

GE

OR

GE

ME

RC

K

LA

NE

PRIVATE RESIDENCES DRIVE

PLUS

HANDICAP ACCESS TO

COOLEY CONFERENCE CENTER

COOLEY CONFERENCE CENTER

PRIMARY ENTRANCE TO THE

CAPT

AI

N

YA

NCE

Y R

OA

D

ENTRANCEEMPLOYEE

TR

AIL

ER

PA

RKIN

G

CONTRACTOR’S

ENTRANCE

EMERGENCY

HORN

15

"D" STREET

BE

RR

Y

TO

WN

RO

AD

RT. 754

17A

VALVE

HOUSE #3

D

81

62F

9 5

14

SCALES

NO.3

PUMP

HOUSE

NO.1

PUMP

43

B

11A

88

46

BA

GH

OU

SE

POWER

HOUSE

VALVE

HOUSE #2

2 MI

LES

16

POTABLE

WATER MAP

111

TANK

RETENTION

RE

CEI

VE

R

PA

D

WELL #12

21

VAP

SS #5

HP

V-

TR-4

HP

V

3 HP

V

2 HP

V

1

HP

V

4MT

MT

MT

MT

89A89

64

HPVTR-2

HPVTR-1

FIELD

SHOP #3

N

WELL

#2WELL

#1

WELL

#3

17

WORKAREA OF

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"

GRAPHIC SCALE MUST BE USED.

IF THIS DRAWING IS A REDUCTION,

1/2"=1’-0"

SMF

TLF

S1201

NKT SMF

6’-

4"

1’-

8

7/

8 "

3’-

1

5/

8 "

WALL

EX. MASONRY

EXISTING COLUMN

EXISTING METAL WALL

AS1201

EX. PIPE RACK

RE

MO

VE

EXIS

TIN

G

WIN

DO

W

SCALE: 1/2"=1’-0"

(WELL # 2)

SCALE: 1/2"=1’-0"

(WELL # 2)

STRUCTURAL FLOOR PLAN BLDG 42C - NEW WORKSTRUCTURAL FLOOR PLAN BLDG 42C - DEMO WORK

SCALE: 1/2"=1’-0"

(WELL # 2)

S1201

EX. WALL GIRT

EX. WALL GIRT

0’-0"

EX. WALL GIRT

EX.

MAS

ON

RY

WA

LL

GIRT

WALL

EX.

EX. WALL GIRT

EX.

CO

LU

MN

EX. WALL GIRT

T/FIN FLOOR

0’-6" FV

T/CURB

PANEL TO REMAIN

EX. METAL WALL

6"

1’-

0"

4’-

0"

4’-

0"

2’-

6"

12’-

0"

EX. WALL GIRT

12’-0" FV

EX. WALL GIRT

T/STL

EX. WALL GIRT

WALL GIRTS.

STEEL CS 6x2.5x.059 GRADE 33

LOUVER WITH NEW COLD FORM

WALL GIRT, FRAME AROUND

BOTTOM OF LOUVER ON TOP

APPROXIMATELY 122" AFF, REST

24"x16" INTAKE LOUVER, LOCATE

11’-2 1/2 "

6’-4"

1’-8 1/2 "

3’-2"

SCALE: 1/2"=1’-0"

(WELL # 2)

S1201

EX. WALL GIRT

EX. WALL GIRT

EX. WALL GIRT

EX.

MAS

ON

RY

WA

LL

EX.

CO

LU

MN

PANEL TO REMAIN

EX. METAL WALL

6"

1’-

0"

4’-

0"

4’-

0"

2’-

6"

12’-

0"

11’-2 1/2 "

1’-7 1/2 "

BS1201

BA

STRUCTURAL

NKT

STRUCTURAL FRAMING ELEVATION - NEW WORK STRUCTURAL FRAMING ELEVATION - NEW WORK

0’-6" FV

T/CURB

T/FIN FLOOR

0’-0"

12’-0" FV

T/STLEX. WALL GIRT, TYP

EX. WALL GIRT

1’-

8"

1’-8" 2’-2"

AND CAULK PERIMETER

SCREWS AT 8" OC. FLASH

ATTACH W/ #12 TEK

FACE OF NEW WALL GIRTS.

STEEL PLATE ON OUTSIDE

NEW 18 GAGE STAINLESS

GENERAL STRUCTURAL NOTES:

2’-

4"

7’-

2"

REWORK DOWNSPOUT

PANEL

WITH REUSED METAL WALL

OUTSIDE OF NEW DOOR

REMOVED, INFILL AREA

EXISTING WINDOW TO BE

DETAIL R/S7001 & S/S7001

HEAD AND DOOR JAMB PER

SPECIFICATION. PROVIDE DOOR

6’-0" x 7’-0", SEE

NEW HOLLOW METAL DOOR,

REWORK DOWNSPOUT

PER R/S7001 & S/S7001

PROVIDE HEAD AND JAMB DETAIL

NEW GIRTS. SEE H1401.

GIRT, FRAME AROUND LOUVER WITH

BOTTOM OF LOUVER ON TOP WALL

APPROXIMATELY 122" AFF, REST

24"x16" INTAKE LOUVER, LOCATE

2. FLASH AND SEAL DOOR & LOUVER PERIMETER.

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION.NOTES:1. WALL GIRTS NOT SHOWN FOR CLARITY.NOTES:

DOOR & FRAMING

ADEQUATE TO INSTALL NEW

GIRTS & CONC. CURBING

PORTION OF WALL, WALL

EXISTING WALL, REMOVE

OPENING

BOTTOM OF

TYP TOP &

SEE NOTE 4,

6"

-CONTINUE ON S1202-

60". CLEANOUTS FOR TOTAL GROUT PLACEMENT HEIGHT OVER PLACEMENTS BY MECHANICAL VIBRATION. PROVIDE IN 5’-0" MAXIMUM LIFTS. CONSOLIDATE ALL GROUT ANCHORS OR STRUCTURAL EMBEDMENT. PLACE GROUT 4.GROUT ALL CELLS THAT INCLUDE REINFORCEMENT,

BAR POSITIONING DEVICES AT 48" ON CENTER. 3.SECURE REINFORCEMENT AGAINST DISPLACEMENT USING

SHOWN ON DRAWING. END CELLS - MATCH TYPICAL WALL REINFORCING 2.REINFORCE ALL JAMB CELLS, CORNER CELLS, AND

DIAMETERS UON. 1.SPLICE REINFORCING BARS BY LAPPING 48 BAR

E. MASONRY

OTHERWISE ABOVE.ST-201 "CAST-IN-PLACE CONCRETE" UNLESS NOTED WITH MERCK & CO. INC. ENGINEERING DESIGN GUIDE 1. CONCRETE FORMING AND PLACING SHALL COMPLY

D. CONCRETE

f’c = 3,000 PSI WITH 10" SLUMPASTM C476 FINE, 12. MASONRY GROUT:

ASTM C270, TYPE S11. MORTAR:

f’c = 1,900 PSIASTM C90, GRADE N, 10. MASONRY UNITS:

NON-METALLIC NON-SHRINK, 3-DAY f’c=4000PSIASTM C1107, 9. GROUT:

ASTM A368. THREADED RODS:

ASTM F1554 GRADE 367. ANCHOR RODS:

ASTM A615, GRADE 606. REINFORCING BARS:

1 1/2" MAX. NORMAL WEIGHT AGGREGATENON AIR ENTRAINED28 DAY f’c = 4000 PSIWATER / CEMENT + FLY ASH = 0.45 MAXIMUMFLY ASH ASTM C618, 10% - 25% BY WEIGHTPORTLAND CEMENT ASTM C150 TYPE I/II

5. CONCRETE (SLABS):

1 1/2" MAX. NORMAL WEIGHT AGGREGATENON AIR ENTRAINED28 DAY f’c = 3000 PSIWATER / CEMENT + FLY ASH = 0.45 MAXIMUMFLY ASH ASTM C618, 10% - 25% BY WEIGHTPORTLAND CEMENT ASTM C150 TYPE I/II

4. CONCRETE (FOOTINGS):

3. WELD METAL:F7X-EXXX OR E70XX

1 UNCOATED; STEEL TO STEEL CONNECTIONSASTM A325 TYPE 2. HIGH STRENGTH BOLTS:

ASTM A36, Fy=36KSI(c) PLATESASTM A36, Fy=36KSI(b) OTHER ROLLED SHAPES ASTM A992,Fy=50KSI(a) W-SHAPES

1. STEEL

C. MATERIALS

DISCREPANCIES TO THE ATTENTION OF THE ENGINEER.PRIOR TO FABRICATING NEW FRAMING. BRING 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

W/ 4000 PSI CONC.SLAB WAS ASSUMED TO BE MIN. 6" THICK REINFORCED AND MODULUS OF SUBGRADE REACTION OF 150 PCF. ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ASSUMED TO HAVE BEEN CONSTRUCTED ON SOILS W/ 5. EXISTING CONC. SLAB ON GRADE HAS BEEN

COMPONENTS & CLADDING - WALLS = 16.2 PSFINTERNAL PRESSURE COEFICIENT = – .18Iw=1.0 / EXPOSURE C3-SEC GUST WIND V=90 MPH

ASCE 7, CH 6. DESIGN INFORMATION IS AS FOLLOWS:BUILDING CODE’S SECTION 1609.0, WHICH IS BASED ON PRESSURES IS IN ACCORDANCE WITH THE INTERNATIONAL 4. THE DESIGN OF THE STRUCTURE TO RESIST WIND

Pf = 23.1 PSFPg = 30 PSF, Ce = 1.0, Ct = 1.1, I = 1.0

7. DESIGN INFORMATION AS FOLLOWS:BUILDING CODE’S SECTION 1608 AND ASCE 7-05, CH LOADS IS IN ACCORDANCE WITH THE INTERNATIONAL 3. THE DESIGN OF THE STRUCTURE TO RESIST SNOW

WEIGHT(1) SLAB ON GRADE - 250 PSF OR EQUIP

2. LIVE LOADS

(1) MECHANICAL, ELECTRICAL, PLUMBING - 10 PSF1. SUPERIMPOSED DEAD LOADS

B. DESIGN LOADS AND CRITERIA

FOR MASONRY STRUCTURES, ACI 530-084. BUILDING CODE REQUIREMENTS AND SPECIFICATION 13TH ED.3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), 2009 ED.2. VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC), 1. INTERNATIONAL BUILDING CODE (IBC), 2009 ED.

A. GOVERNING CODES

GIRT AROUND OPENING

CS 6x2.5x.059 WALL

NEW COLD FORM STEEL WINDOW.

FAN & AROUND INFILLED

GIRT FRAMING @ EXHAUST

CS 6x2.5x.059 WALL

NEW COLD FORM STEEL

WEATHER-TIGHT.

SHEET METAL. CAULK

WITH 18 GAGE S.S.

INFILL OUTSIDE FACE

24"x16" INTAKE LOUVER

WALL PANEL FOR NEW

REWORK EXISTING METAL

S7001

DETAIL M ON

SEE TYP CONN

BACK TO BACK, SEE NOTE 5

STEEL CS 6x2.5x.059 SISTER TO

EX. WALL GIRT W/ NEW COLD FORM

STE

EL

CS

6x2.5

x.0

59

NE

W

CO

LD

FO

RM

STE

EL

CS

6x2.5

x.0

59

NE

W

CO

LD

FO

RM

STEEL CS 6x2.5x.059

NEW COLD FORM

WITHIN AREA.

GIRTS & CONC CURB

DEMO WALL PANEL AND

NEW DOUBLE DOOR.

6. WALL GIRT FRAMING CONNECTIONS PER DETAIL M ON S7001

5. ATTACH BACK TO BACK COLD FORMED STEEL MEMBERS USING #12 TEK SCEWS @ 6" OC STAGGERED SPACING

4. INSTALL NEW/REUSED METAL WALL PANEL TO MATCH EXISTING WHERE EXISTING WINDOW OPENING EXTENDS ABOVE NEW DOOR

3. FLASH AND SEAL DOOR PERIMETER.

2. REPLACE ANY DAMAGED EXISTING WALL GIRTS WITH NEW CS 6x2.5x.059 GR 33 MEMBERS

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTIONNOTES:

5. WALL GIRT FRAMING CONNECTIONS PER DETAIL M ON S7001

4. ATTACH USING #12 TEK SCEWS @ 6" OC STAGGERED SPACING

3. FLASH AND SEAL EXHAUST FAN OPENING PERIMETER.

2. REPLACE ANY DAMAGED EXISTING WALL GIRTS WITH NEW CS 6x2.5x.059 MEMBERS

1. VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTIONNOTES:

WITH HVAC.

MOUNT HEIGHT

COORDINATE

SEE H1401.

EXHAUST FAN,

PERIMETER

WALL GIRTS @

STEEL CS 6x2.5x.059

NEW COLD FORM

S7001

DETAIL M ON

SEE TYP CONN

NKT SMF

P1105, SEE DETAIL B ON S7001

COORDINATE LOCATION WITH

4" HOUSEKEEPING PAD,

(WELL #2)

FLOOR PLANS BLDG. 11 & 42C

NKT SMF

44

45

43

21

41

616563

"B" STREET

FI

RS

T

AV

EN

UE

SE

CO

ND

AV

EN

UE

21

C

41A

41

B

42C

62A

62B

62C

45

62

D

81

E

66

21I

21K

41C

66A

21G

1

24

E

1

DIG

DIG

DIG DIG 43

B

11A

64

#2

WELL

#1

WELL

AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-




FD

WINDOW

BRICK WALL &

REMOVE EXIST

BACK TO EXIST BRICK

STRIP EXIST PANELING

PANELED WALL

REMOVE EXISTING

EXIST BRICK WALL

WINDOW

EXISTING



WORKAREA OF

S1202

TLF

SMF

NKT SMF

STRUCTURAL

NKT

6’-4 1/2 "

1’-1 1/2 "

2’-0"

1’-10 1/4 "

14’-4 1/4 "

AA

ROOM

MIOX FEED

13’-

1

3/

8 "

FIE

LD

VE

RIF

Y

ROOM

EXIST. PUMP

EXISTING DOUBLE WYTHE BRICK WALL

WITH HVAC

A/S1202. COORDINATE

AFF, SEE DETAIL

FAN APPROX 8’-0"

OPENING FOR EXHAUST

S1202

S1202

SCALE: 1/2"=1’-0"

(WELL # 4)

STRUCTURAL FLOOR PLAN BLDG 13 - NEW WORKSCALE: 1/2"=1’-0"

(WELL # 4)

STRUCTURAL FLOOR PLAN BLDG 13 - DEMO

ASCALE: 3"=1’-0"

DETAIL - DOOR/LOUVER LINTEL & HEAD BSCALE: 3"=1’-0"

AS NOTED

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"

1" 0 1" 3" 6" 9" 12"

3" = 1’-0"

3’-0" VIF

3. THROUGH WALL FLASH AND SEAL DOOR/LOUVER PERIMETER.

" GALV STEEL LINTEL, UNLESS OTHERWISE NOTED165"x2

1"x3212. MISC. LINTELS TO BE 2 - L3

1. FIELD VERIFY ALL DIMENSIONSNOTES:

PANEL CEILING AND GRID

NOTE: REMOVE EXISTING ACOUSTICAL

LOUVER

BRICK WALL FOR

REMOVE EXIST

MATCH EXISTING.

WINDOW SILL AND REPLACE TO

REMOVE ROWLOCK BRICKS AT

EXISTING BRICK WALL.

MATCH EXISTING, TOOTH INTO

OUTSIDE OF NEW DOOR.

REMOVED WINDOW THAT IS

INFILL BRICK IN PORTION OF

6’-0" x 7’-0", SEE SPECIFICATION.


S1202

B

TYP

S1202S1202

DETAIL - DOOR JAMB

DOOR & FRAME

REMOVE EXISTING

WORK POINTWPWITHW/VERTICALVERTUNLESS NOTED OTHERWISEUNO TOP OFT/TYPICALTYPSTANDARDSTDSQUARESQSTAINLESS STEELSSSLAB ON GRADESOGON CENTEROCNEW(N) MINIMUMMINMECHANICALMECHMAXIMUMMAXLONG LEG VERTICALLLVHORIZONTAL HORZHOOKHKGALVANIZEDGALVGAGEGAFIELD VERIFYFVFOOTINGFTGFOUNDATIONFNDEXISTING(E) EQUIPMENTEQPTEACH WAYEWEACHEADIAMETERDIACONCRETE MASONRY UNITCMUCLEARCLRCENTERLINECLBEARINGBRGABOVE FINISHED FLOORAFFABOVEABV

J. ABBREVIATIONS

ITEMS REQUIRED BY THE SPECIFICATIONS.WORK STRUCTURAL ITEMS IN ADDITION TO ANY

1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL NEW

I. SHOP DRAWINGS

COATINGS - PAINTING".ENGINEERING DESIGN GUIDE AR-435 "PROTECTIVE

1. PAINT SURFACES PER MERCK & CO. INC.

H. PAINT

SIZE AS SHOWN ON THE PLANS.4. ALL FRAMING MEMBERS SHALL BE OF THE TYPE AND

A653, G-60.GALVANIZED COATING WHICH CONFORMS TO ASTM SHALL BE FORMED FROM STEEL HAVING A

3. ALL COLD FORMED STEEL SHAPES AND ACCESSORIES

33,000 PSI.FROM STEEL WITH A MINIMUM YIELD STRENGTH OF

2. ALL GALVANIZED ACCESSORIES SHALL BE FORMED

55,000 PSI.FROM STEEL WITH A MINIMUM YIELD STRENGTH OF

1. ALL GALVANIZED C-SECTIONS SHALL BE FORMED

G. COLD FORMED STEEL

GALVANIZED PER ASTM A 153, CLASS C.STEEL BOLTS, NUTS, AND WASHERS SHALL BE BARS SHALL BE GALVANIZED PER ASTM A 123. DIPPED GALVANIZED. STEEL SHAPES, PLATES, AND

2. NEW STEEL IN EXTERIOR LOCATIONS SHALL BE HOT

ABOVE.STRUCTURAL STEEL" UNLESS NOTED OTHERWISE GUIDE ST-301 "FABRICATION AND ERECTION OF WITH MERCK & CO. INC. ENGINEERING DESIGN

1. STEEL FABRICATION AND ERECTION SHALL COMPLY

F. STRUCTURAL STEEL

-NOTES CONTINUTED FROM S1201-

GENERAL STRUCTURAL NOTES:

EXIST FLOOR DRAINS

REMAIN AS IS

ROOM TO

EXIST WINDOW

EXIST PIPE SUPPORT

FD

SPACE

EXIST OFFICE

GALV STEEL LINTEL

LONG LEG VERT.

" 165"x2

12 L 5x3

APPROX 15" AFF, SEE H1401

LOCATE BOTTOM

24X16 INTAKE LOUVER.

FEED SIDE OF THE WALL.

SHEATHING ON THE MIOX

EXTENDED EXPOSURE

" 85REMAIN, WITH NEW

EXISTING STUD WALL TO

FEED SIDE OF WALL

WALL SHEATHING ON MIOX

REMOVE EXISTING STUD

WITH P1107.

COORDINATE LOCATION

ON S7001.

PAD, SEE DETAIL B

4" HOUSEKEEPING

NKT SMF

NKT SMF






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



4"

HE

AD

7’-

0"

OP

ENIN

G

AROUND NEW STEEL LINTELEXISTING. COPE MASONRY (N) MASONRY TO MATCH

(N) HOLLOW METAL DOOR

6’-

0"

OP

ENIN

G2"

FR

AM

E

(N) HOLLOW METAL DOOR

5 3/4 "

7 5/8 "

5 3/4 "

7 5/8 "

FRAME - GROUT SOLID(N) HOLLOW METAL DOOR

WALL FLASHING(N) STAINLESS STEEL THRU

SIDES OF FRAME(N) CONT SEALANT - ALL

FRAME - GROUT SOLID(N) HOLLOW METAL DOOR

SIDES OF FRAME(N) CONT SEALANT - ALL

EXTERIOR INTERIOR

EXTERIOR

INTERIOR

OR

LO

UV

ER

"165"x2

1"x321L3

2’-0" LOUVER OPENING:

"x5/16" LLV21L5x3

6’-4" DOOR OPENING:- (N) STEEL ANGLE LINTEL

(E) MASONRY WALL

(E) MASONRY WALL

EXPANSION ANCHORS.

" 83WALL ANCHOR W/ MIN.

MANUFACTURER’S EXISTING PER JAMB. USE MASONRY ANCHOR - MIN. 3

WALL AS NECESSARYNOTE: TEMPORARILY SHORE

AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH

4 3

13

ENTRANCE

24

WORKAREA OF

1/2"=1’-0"

NKT SMF

S1203

STRUCTURAL

RO

OF

SL

OP

E

10’-8"

T/WALL

10’-0"

T/WALL

I

CO

NT

RO

L J

OIN

T

CONTROL JOINT

F

17’-8"

12’-

0"

17’-0"

6" 4’-6"

12’-

0"

SMFNKT

ONLY

BEAM, THIS WALL

16" DEEP BOND

W

8x10

W

8x10

BETWEEN ROOF EDGES

PROVIDE FLASHING AND SEALANT

W

8x10

ROOF DECK

1.5 B24

W

8x10

CMU

EXISTING

EXIS

T

RO

OF

SL

OP

E

EXISTING GUTTER

C/S7001

EACH SIDE, SEE

" CONTROL JT TYP 83

J/S7001

SEE

TOGETHER,

FOOTINGS

DOWEL

CMU

EXISTING

FOOTING

EXISTING STRIP

6" SLAB ON GRADE W/ #4 @ 12" O.C. EWSTRIP FOOTING2’-0" TYP

DOWNSPOUT

GUTTER

NEW GUTTER

SMF

S7001

S7001

PER DETAIL A/S7001

O

P

QS7001

KS7001

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"



MIN.

":1’-0"41

SLOPE

C/S7001

TYP. SEE

" CONTROL JT, 83

TYP.S7001

D

SLAB EDGE

S7001

S7001

HARRISONBURG, VA.

7. ROOFING WORK SHALL BE PERFORMED BY LARGENT ROOFING

6. SEE DETAIL K ON S7001 FOR ALL OPENINGS IN NEW CMU WALLS.

5. T/BOND BEAM @ 9’-4"

4. FLASH AND SEAL DOOR & ROOF PERIMETER.

3. MECHANICALLY ATTACHED EPDM ROOFING MEMBRANE.

2. 2" RIGID INSULATION ON ROOF DECK

1. FIELD VERIFY ALL EXISTING DIMENSIONSNOTES:

A/S1202 & B/S1202.

& JAMB DETAILS SIMILAR TO

SPECIFICATION. PROVIDE HEAD

6’-0" x 7’-0", SEE


HS7001

OF CONC. APRON

SLOPE TO EDGE

(E) GRAVEL,

13’-

4"

1’-

0"

6’-

4

1/

2 "

1’-

0"

PE

R

DE

TAIL

A/

S7001

36" AFF, SEE HVAC

LOCATED BOTTOM APPROX

24"x16" INTAKE LOUVER,

4’-0"

SCALE: 1/2"=1’-0"

(WELLS # 5 THRU 9)

ROOF PLAN BLDG 14SCALE: 1/2"=1’-0"

(WELLS # 5 THRU 9)

FOUNDATION PLAN BLDG 14


ES7001

TYP.

FLOOR PLANS BLDG. 14 (WELL #’s 5-9)

5’-

11

1/

2 "

6’-

4

1/

2 "

1’-

0"

13’-

4"

SCALE: 1/2"=1’-0"

(WELLS # 5 THRU 9)


7’-8"

2’-

8"

11’-

0"

2’-

8"

16’-

4"

WALLS TO REMAIN

EXISTING MASONRY

DEMOREMAINS

11’-4" ABOVE GRADE.

TOP OF WALL IS APPROX.

WALL AND FOOTINGS.

DEMO EXISTING 8" CMU

DOOR AND FRAME.

REMOVE EXISTING METAL

STRUCTURE.

METAL ROOF

ON GRADE &

CONCRETE SLAB

DEMO EXISTING

GRADE W/ #4@12" OC EW

CONCRETE APRON ON

6" AIR ENTRAINED

@ 16" OC HORZ, TYP

LADDER REINFORCING

@ 48" OC VERT AND

8" NOM. CMU W/ #5

TYP

REINFORCING @ 16" OC HORZ,

OC VERT GROUT AND LADDER

8" NOM. CMU W/ #5 @ 48"

FOUNDATION PLAN BLDG 14 - DEMO

4’-0" TYP UON

LOCATION WITH HVAC

OF OPENING AND

AFF, COORDINATE SIZE

FAN APPROX 8’-0"

2’-0" 1’-4" 8"

WITH P1108

COORDINATE LOCATION

SEE DETAIL B ON S7001.


SMFNKT

NKT SMF

WELL #10

SS 23, 23A

WELLS #5,6,7,8,9

15

14






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH

WORKAREA OF

1/2"=1’-0"

NKT SMF

S1204

SCALE: 1/2"=1’-0"SCALE: 1/2"=1’-0"

STRUCTURAL

RO

OF

SL

OP

E

10’-8"

T/WALL

10’-0"

T/WALL

I

CO

NT

RO

L J

OIN

T

CONTROL JOINT

H

F

G

20’-8"

20’-0"

6" 3’-6"

4’-8"2’-0"

SMFNKT

ONLY

BEAM, THIS WALL

16" DEEP BOND

W

8x10

W

8x10

BETWEEN ROOF EDGES

PROVIDE FLASHING AND SEALANT

W

8x10

ROOF DECK

1.5 B24

W

8x10

(WELL # 10)

CMU

EXISTING

(WELL # 10)

EXIS

T

RO

OF

SL

OP

E

EXISTING GUTTER

C/S7001

EACH SIDE, SEE

" CONTROL JT TYP 83

J/S7001

SEE

TOGETHER,

FOOTINGS

DOWEL

CMU

EXISTING FOOTING

EXISTING STRIP

6" SLAB ON GRADE W/ #4 @ 12" O.C. EW

STRIP FOOTING2’-0" TYP

DOWNSPOUT

GUTTER

NEW GUTTER

SMF

S7001

S7001

S7001

S7001

PER DETAIL A/S7001

4’-0" TYP

O

P

QS7001

KS7001

FOUNDATION PLAN BLDG 15 ROOF PLAN BLDG 15

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"



MIN.

":1’-0"41

SLOPE

ES7001

TYP.

C/S7001

TYP. SEE

" CONTROL JT, 83

TYP.S7001

D

SLAB EDGE

TYP.

S7001

S7001

O.C. HORZ., TYP

LADDER REINFORCING @ 16"

O.C. VERT PARTIAL GROUT AND

8" NOM. CMU W/ #5 @ 48"


1. FIELD VERIFY ALL EXISTING DIMENSIONS.NOTES:

HARRISONBURG, VA.

7. ROOFING WORK SHALL BE PERFORMED BY LARGENT ROOFING


5. T/BOND BEAM @ 9’-4"

4. FLASH AND SEAL DOOR & ROOF PERIMETER.

3. MECHANICALLY ATTACHED EPDM ROOFING MEMBRANE.

2. 2" RIGID INSULATION ON ROOF DECK


FLOOR PLANS BLDG. 15 (WELL #10)

@ 16" OC HORZ, TYP

LADDER REINFORCING

@ 48" OC VERT AND

8" NOM. CMU W/ #5

#4@12" OC EW

ON GRADE W/

CONCRETE APRON

6" AIR ENTRAINED

8"

8"

12’-

0"

8"

13’-

4"

8"

20’-8"

16" AFF, SEE HVAC

BOTTOM APPROX

LOUVER, LOCATED

24"x16" INTAKE

(E) ASPHALT

PE

R

DE

TAIL

A/

S7001

1’-

11

1/

2 "

1’-

0"

6’-

4

1/

2 "

1’-

0"

1’-

8"

4’-0"

WITH HVAC

AFF, COORDINATE

FAN APPROX 8’-0"

W

8x10

13’-

4"

12’-

0"

8"

8"

A/S1202 & B/S1202.

DETAILS SIMILAR TO

PROVIDE HEAD & JAMB

SEE SPECIFICATION.

DOOR, 6’-0" x 7’-0",

NEW HOLLOW METAL

2’-

11

1/

2 "

6’-

4

1/

2 "

2’-

8"

WITH P1109.

COORDINATE LOCATION

SEE DETAIL B ON S7001.


NKT SMF

NKT SMF

WELL #10

SS 23, 23A

WELLS #5,6,7,8,9

15

14

AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



LOUVER

EXISTING

1/2"=1’-0"


ELEC PANEL

EXISTING

EXIST EFEXIST EF

ENGINE

EXIST DIESEL

LOUVER

EXISTING

LOUVER

EXISTING

BUILDING

EXISTING METAL

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"



S1205

TLF

NKT SMF

SMF

"216’-4

STRUCTURAL

NKT

SCALE: 1/2"=1’-0"

STRUCTURAL FLOOR PLAN BLDG 16 - NEW WORK

(WELLS #11)

SCALE: 1/2"=1’-0"

(WELLS #11)

STRUCTURAL FLOOR PLAN BLDG 16 - DEMO

ENGINE

EXIST DIESEL

EXIST DOOR

EXIST DOOREXIST DOOR

EXIST DOOR

EXISTING GIRT DEPTH

GA CS GIRT TO MATCH

REWORKED OR NEW 18

EXISTING WALL GIRT

"216’-4

DETAIL B ON S7001

WITH P1110, SEE

COORDINATE LOCATION


PER DETAILS R/S7001 & S/S7001.

CONNECTIONS. PROVIDE DOOR & HEAD JAMB

EXISTING. SEE DETAIL M/S7001 FOR

NEEDED. GIRT DEPTH AND FLASHING TO MATCH

REWORK METAL WALL GIRTS AND FLASHING AS

(6’-4" x 7-2" FRAME), SEE SPECIFICATION.

NEW HOLLOW METAL DOOR, 6’-0" x 7’-0"

WINDOW

EXISTING

REMOVE

WORKAREA OF

DOOR & FRAME

REMOVE EXISTING

WALL TO INSTALL NEW DOOR

REMOVE PORTION OF METAL BUILDING

MASONRY WALL

REMOVE EXIST

NKT SMF

NKT SMF

GUARD HOUSE

69

WELL #11

PARKING

MERCK EMPLOYEE

EMERGENCY

HORN

16

HP

V-

TR-4






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH

PUMP ROOM

EXISTING 12’x20’WINDOW

3’ WIDE

EXISTING

WINDOW

SLEEVE ABOVE

EXISTING WALL

AND LOUVER

EXIST DOOR

AND LOUVER

EXIST DOOR

12" 0 1’ 2’ 3’ 4’

1/2" = 1’-0"



FLOOR PLAN BLDG. 17A (WELL #12)

NKT SMF

1/2"=1’-0"

S1206

TLF

SMF

WORKAREA OF

STRUCTURAL

NKT

EXISTING GIRT DEPTH

GA CS GIRT TO MATCH

REWORKED OR NEW 18

SCALE: 1/2"=1’-0"

(WELLS #11)

STRUCTURAL FLOOR PLAN BLDG 17A - NEW WORK

SCALE: 1/2"=1’-0"

(WELLS #11)

STRUCTURAL FLOOR PLAN BLDG 17A - DEMO

WITH HVAC

COORDINATE LOCATION

NEW LOUVER,

BUILDING TO INSTALL

REMOVE PORTION OF

EXIST FLOOR DRAIN

EXIST FLOOR DRAIN

HEAD AND JAMB DETAILS.

R/S7001 AND S/S7001 FOR

FOR CONNECTIONS AND DETAILS

LOUVER. SEE DETAIL M/S7001

EXISTING GIRT DEPTH AROUND

NEW 18 GA CS GIRT TO MATCH

SEE SHEET H1401

(E) CONC. CURB.

APPROX. 6" AFF, REST ON

24"x24" INTAKE LOUVER

S/S7001 FOR HEAD AND JAMB DETAILS.

CONNECTIONS. SEE DETAILS R/S7001 &

EXISTING. SEE DETAIL M/S7001 FOR

NEEDED. GIRT DEPTH AND FLASHING TO MATCH

REWORK METAL WALL GIRTS AND FLASHING AS

(6’-4" x 7-2" FRAME), SEE SPECIFICATION.

NEW HOLLOW METAL DOOR, 6’-0" x 7’-0"

2’-

4

5/

8 "

6’-

4

1/

2 "

5’-

4"

14’-

1

1/

8 "

9’-7 1/4 "

12’-

9"

SEE HVAC

DOOR TO INSTALL DOOR

BUILDING AND EXISTING

REMOVE PORTION OF

6’-

4

1/

2 "

5’-

4"

CORRUGATED PVC INTERIOR WALL PANELS.

FIRBERGLASS EXTERIOR WALL PANELS &

EXISTING METAL BUILDING W/ CORRUGATED

& FRAME

EXISTING DOOR

REMOVE

INTERIOR WALL PANELS.

WALL PANELS & CORRUGATED PVC

CORRUGATED FIRBERGLASS EXTERIOR

EXISTING METAL BUILDING W/

COLUMN

(E) BLDG

COLUMN

(E) BLDG

2’-

4

5/

8 "

14’-

1

1/

8 "

DETAIL B ON S7001

WITH P1111, SEE

COORDINATE LOCATION


NKT SMF

SMFNKT

21

TANKFARM

TANK

FARM

21

C

21

E 21A

21

B

RR TRACK

21I

H

21K

OVERFLOW

PARKING

ENTRANCE

2A

NAT.

GAS

METER

21G

U.S. R

T. 3

40

17A

VALVE

HOUSE #3

TANK

RETENTION

21






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.

KEY PLAN





4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



AINI

GRI

V

PR

OF

ESSIONAL E

NGIN

EE

R

SCOTT M. FRANCIS

Lic. No. 039500

OF

CO

MM

ON

WEALTH

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

SPECIFICATIONS:

BEFORE AND DURING THE INSTALLATION, THE CONTRACTOR SHALL OBSERVE THE OWNER’S SAFETY REQUIREMENTS.

INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURERS INSTRUCTIONS UNLESS OTHERWISE INDICATED.

ALL MATERIAL AND EQUIPMENT SHALL BE NEW UNLESS NOTED AS (E), EXIST, OR EXISTING.

LABEL PIPING PER MERCK GUIDE NO. SP-426 "PIPING IDENTIFICATION."

CONTRACTOR SHALL MAINTAIN ALL UTILITIES DURING THE ENTIRE CONSTRUCTION PERIOD. OUTAGES WILL NOT BE ALLOWED.

SERVICE INITIAL CLEANING TESTING POST CLEANING

UNLESS NOTED OTHERWISE, CLEAN & PRESSURE TEST PIPING AS FOLLOWS:

FLUSH WITH DOMESTIC WATER

FLUSH WITH DOMESTIC WATER

INSTALL PIPING PER MERCK GUIDE NO. SP-425 "ENGINEERING DESIGN AND INSTALLATION OF PIPING SYSTEMS" AND AS DETAILED ON

THE DRAWINGS.

SERVICE MERCK GUIDE NO. MATERIALS OF CONSTRUCTION

UNLESS NOTED OTHERWISE, PIPING SHALL BE AS FOLLOWS:

PROVIDE DIELECTRIC UNIONS/FITTINGS IN PIPING AT CONNECTIONS OF DISSIMILAR METAL PIPING AND TUBING.

SERVICE INSULATION MATERIAL INSULATION FINISH INSULATION THICKNESS

PIPING DESIGN GUIDE

PROCESS FLUID

LINE SIZE

PIPING IDENTIFICATION

DEMOLITION

PIPE TURNING UP

PIPE TURNING DOWN

GATE VALVE

FLANGED CONNECTION

UNION

CONCENTRIC REDUCER

ECCENTRIC REDUCER

STRAINER W/ BLOWDOWN VALVE

CHECK VALVE

LEGEND

MINIMUM

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH GAUGE

REVOLUTIONS PER MINUTE

TYPICAL

VOLTS

MIN

PI

PSI

PSIG

RPM

TYP

CONNECTION

CONTINUATION

DIAMETER

DOWN

DRAWING

EQUIPMENT

ELECTRIC POWER SUPPLY

EXISTING

EXISTING

GAUGE

HAND-OFF-AUTO

HORSE POWER

HAND SWITCH

INSTRUMENT AIR

INCH

CONN

CONT

DIA

DN

DWG

EQUIP

ES

EXIST

(E)

GA

HOA

HP

HS

IA

IN

FC FAIL CLOSED

ABBREVIATIONS

2-WAY CONTROL VALVE

VV

BALL VALVE

FO FAIL OPEN

SIC SPEED INDICATING CONTROL

VFD VARIABLE FREQUENCY DRIVE

BUTTERFLY VALVE

N=NEW, E=EXISTING

INSULATION TYPE

JACKET TYPE

INSULATION THICKNESS

1" - W - SP8C - N - C13/1"

PRIOR TO PIPING WORK, CAREFULLY INSPECT THE INSTALLED WORK AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THE

PIPING MAY BE INSTALLED IN ACCORDANCE WITH THESE DOCUMENTS. FOLLOW THE DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER

TRADES TO VERIFY SUFFICIENT SPACE TO INSTALL PIPING. UNDIMENSIONED DRAWINGS ARE INTENDED TO INDICATE THE GENERAL ARRANGEMENT OF

PIPING SYSTEMS AND ARE NOT INTENDED TO CONVEY PRECISE LOCATIONAL INFORMATION. COORDINATE WITH OTHER TRADES TO PERMIT ALL PHASES

OF THE WORK TO BE INSTALLED. OFFSETS, FITTINGS, AND EXTRA PIPE, NECESSARY TO AVOID INTERFERENCE OR PROVIDE MAXIMUM SPACE, SHALL BE

FURNISHED AND INSTALLED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF THE PIPING IS INSTALLED WITHOUT COORDINATING WITH OTHER PHASES

OF THE WORK SO AS TO CAUSE INTERFERENCE, THE NECESSARY CHANGES SHALL BE MADE AT NO EXTRA CHARGE.

PROVIDE VALVES PER REFERENCED PIPE GUIDE AND MERCK & CO. INC. DESIGN GUIDE SP-A5 VALVE SPECIFICATION INDEX.

FI FLOW INDICATING

GPM GALLONS PER MINUTE

HZ FREQUENCY

HV HAND VALVE

LF LINEAR FEET

LIT LEVEL INDICATING TRANSMITTER

PH PHASE

PIT PRESSURE INDICATING TRANSMITTER

PB PUSH BUTTON

PU PUMP

TA TANK

W/ WITH

W

PRESSURE RELIEF VALVE

DIAPHRAGM SEAL

FIELD MOUNTED INSTRUMENT

CENTERLINE

INTERLOCK

PLC CONTROL FUNCTION

CL

LAH LEVEL ALARM HIGH

LSH LEVEL SWITCH HIGH

LEVEL TRANSMITTERLT

RG REAGENT

PSV

AE

AI

AIT

LE

LI

LEVEL ELEMENT

LEVEL INDICATING

SOV SOLENOID VALVE

AUTOMATIC DEGASSING VALVE

NONE

MCT

CONTRACTOR TO FIELD VERIFY ALL PIPING, AND EQUIPMENT LOCATIONS AND SIZES.

12.

13.

14.

15.

16.

ALL EQUIPMENT AND MATERIALS SHALL BE CLEANED PRIOR TO ENTERING THE BUILDING.

NONE

18.

19.

20.

21.

22.

23.

24.

17.

LABEL EQUIPMENT, SHUT-OFF VALVES AND CONTROL DEVICES AS DIRECTED BY MERCK & CO., INC.

INSULATE PIPING PER MERCK GUIDE NO. TI-201, "THERMAL INSULATION SELECTION GUIDE: DUCTWORK, EQUIPMENT, AND PIPING" AS FOLLOWS:

MCP

P0001

THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIAL, LABOR, TOOLS, EQUIPMENT AND SUPERVISION FOR A COMPLETE INSTALLATION.

THESE DRAWINGS ARE SCHEMATIC IN NATURE AND INDICATE THE GENERAL AND APPROXIMATE LOCATION OF EQUIPMENT AND PIPING. THE

CONTRACTOR IS RESPONSIBLE FOR THE FINAL LOCATION OF PIPING, VALVES, AND OTHER APPURTENANCES. DO NOT SCALE DRAWINGS.

FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATING PIPING.

THE CONTRACTOR SHALL DEMONSTRATE THE USE OF THE INSTALLED EQUIPMENT TO THE OWNER TO SATISFY THE OWNER THAT ALL

EQUIPMENT IS IN-PLACE AND OPERATING AS INTENDED.

11.

THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND THE VIRGINIA STATEWIDE BUILDING CODE.

THE CONTRACTOR SHALL DOCUMENT THAT THE OWNER IS FREE OF OBLIGATIONS IN THIS AREA AT THE CONCLUSION OF WORK.

THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WORK WITH EXISTING CONDITIONS AND THE WORK OF OTHER TRADES. MINOR

DEVIATIONS FROM THE PLANS MAY BE MADE TO AVOID MINOR CONFLICTS. WHEN MAJOR CONFLICTS ARE APPARENT, THE OWNER SHALL BE

ADVISED IMMEDIATELY, AND AFFECTED WORK SHALL NOT BE INSTALLED UNTIL THE CONFLICT HAS BEEN RESOLVED.

PIPING

EXCESSIVE CUTTING AND SIMILAR OPERATIONS LIKELY TO WEAKEN A BUILDING OR STRUCTURE TO FACILITATE THE PIPING INSTALLATION

WILL NOT BE PERMITTED. IMPLEMENT SUITABLE MEASURES THROUGHOUT THE CONSTRUCTION PERIOD TO PREVENT TRASH AND DIRT FROM

ENTERING PIPES, BEFORE, DURING, AND AFTER INSTALLATION. UNLESS OTHERWISE INDICATED, RUN PIPING PARALLEL TO THE WALLS OF

THE BUILDING/STRUCTURE. ERECT VERTICAL PIPING STRAIGHT AND PLUMB. WHERE PIPE IS TO BE INSULATED, PROVIDE A CLEARANCE

EQUAL TO THE INSULATION PLUS A MINIMUM OF 1 INCH ALL AROUND.

NONE

MCPMCT

TLF

SUBMIT DIGITAL EQUIPMENT SHOP DRAWINGS AND REPORTS.

THE CONTRACTOR SHALL THOROUGHLY CLEAN INDIVIDUAL WORK AREAS DAILY. CONTRACTOR SHALL ALSO REMOVE ALL TRASH AND DEBRIS

AFTER COMPLETION OF THE WORK.

THE INTERIOR SURFACES OF PIPING SHALL BE SMOOTH AND ENTIRELY FREE FROM OBSTRUCTIONS TO FLOW. CLEAN AND FLUSH AND

PRESSURE TEST THE SYSTEMS BEFORE CONNECTING TO EQUIPMENT AND EXISTING SYSTEMS. VERIFY THAT ALL FOREIGN MATERIAL HAS BEEN

REMOVED BEFORE PLACING IN SERVICE.

SP-209CPVC SCH80 CPVC

SPECIFICATIONS, LEGEND AND ABBREVIATIONS

SUPPORT PIPING PER MERCK GUIDE NO. SP-421 "PIPE SUPPORTS" AND PIPING MANUFACTURERS INSTRUCTIONS.

SODIUM HYPOCHLORITE, (REAGENT)

SODIUM HYPOCHLORITE (REAGENT)

HYDROSTATIC @ 115 PSIG

CARRIER WATER, UTILITY WATER,

WELL WATER AND DRAIN PIPING

SP-204PVC SCH80 PVC

TYPE "E" FOAMED PLASTIC GROUP "5" PVC 0.20" WHITE PER P&ID’s OR TABLE 3.7

0 TO 90 DEGREES F FLUID TEMP.

TEMP AS INDICATED ON P&ID’s


WELL WATER AND SODIUM

HYPOCHLORITE(REAGENT)

25.

26. PRESSURE TESTING:

A.FILL THE SYSTEM WITH WATER AT A VELOCITY OF APPROXIMATELY 1 FOOT PER SECOND WHILE NECESSARY MEASURES ARE TAKEN TO

ELIMINATE ALL AIR. AFTER THE SYSTEM HAS BEEN FILLED, RAISE THE PRESSURE BY TEST PUMP TO PRESSURE INDICATED IN NOTE 22.

TEST PRESSURES SHALL NOT BE LESS THAN 1.5 TIMES THE WORKING PRESSURE. MAINTAIN THIS PRESSURE FOR 2 HOURS. IF PRESSURE

CANNOT BE MAINTAINED, DETERMINE CAUSE, REPAIR, AND REPEAT THE TEST UNTIL SUCCESSFUL.

B.A LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE PRESSURE TEST. LEAKAGE SHALL BE DETERMINED WITH A CALIBRATED

TEST METER FURNISHED BY THE CONTRACTOR. LEAKAGE WILL BE DEFINED AS THE QUANTITY OF WATER REQUIRED TO MAINTAIN A

PRESSURE WITHIN 5 PSI OFTHE SPECIFIED TEST PRESSURE, AFTER AIR HAS BEEN EXPELLED, AND THE PIPE FILLED WITH WATER.

C.NO LEAKAGE WILL BE ALLOWED. IF LEAKS ARE REVEALED BY TEST, REPAIR BY REWELDING. PEENING OF LEAKS WILL NOT BE

ALLOWED.

27. PVC TUBING SHALL BE REINFORCED NYLON BRAID. MFR: TYGON OR RYAN HERCO. FITTINGS SHALL BE SCH 80 CPVC WITH FLARE THRU

BY TYGON. HARDWARE SHALL BE 316L SST.

28. PROVIDE VENTS AND DRAINS AT HIGH AND LOWPOINTS IN PIPING FOR COMPLETE SYSTEM VENTING AND DRAINAGE. PROVIDE 1/2"

BALL VALVES WITH HOSE END CONNECTION. CONTRACTOR TO LOCATE AND IDENTIFY LOCATIONS PRIOR TO INSTALLATION.

29. PATCH OPENING THROUGH EXTERIOR WALLS AND ROOFS UPON REMOVAL OF EXISTING PIPING AND ACCESSORIES. TO MATCH EXISTING

DIRECT DIGITAL CONTROL FUNCTION

ANALYSIS ELEMENT

ANALYSIS INDICATING

ANALYSIS INDICATING TRANSMITTER

BAS BUILDING AUTOMATION SYSTEM

DDC DIRECT DIGITAL CONTROL

UW UTILITY WATER

YI EVEN STATE PRESENCE

LIC LEVEL INDICATING CONTROL

PIC PRESSURE INDICATING CONTROL

PRESSURE INDICATING

PRESSURE SAFETY VALVE

CARRIER WATER/WELL WATER


AND WELL WATER

MCPMCT

4/17/14

MCT MCP

HYDROSTATIC @ 100 PSIG






PLANT

DWN DATE CHK DATE

APPR DATE SCALE



STONEWALLPROJ. NO.



phone 434.947.1901 | fax 434.947-1601 | web wileywilson.com


4/17/14

4/17/14

4/17/14

MERCK SHARP & DOHME

ELKTON, VA

Proprietary

Merck Sharp & Dohme

P.0018628

E-P.0018628-



V

IRGINIA

PR

OF

ESSIONAL E

NGIN

EE

R


OF

CO

MM

ON

WEALTH

Lic. No. 36727

merck & co., inc. - mathers-team.com · merck & co., inc. stonewall plant, elkton, va...

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