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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. 13 (WELL#4) - NEW POWER
FLOOR PLAN BLDG. 14 (WELL#'s 5-9) - NEW POWER
FLOOR PLAN BLDG. 15 (WELL#10) - NEW POWER
FLOOR PLAN BLDG. 16 (WELL#11) - NEW POWER
FLOOR PLAN BLDG. 17A (WELL#12) - NEW POWER
PIPING
FLOOR PLAN BLDG. 12 (WELL #3)
FLOOR PLAN BLDG. 13 (WELL #4)
SPECIFICATIONS, LEGEND AND ABBREVIATIONS
FLOOR PLAN BLDG. 14 (WELL #'s 5-9)
FLOOR PLAN BLDG. 15 (WELL #10)
FLOOR PLAN BLDG. 16 (WELL #11)
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 WELL 3 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES
P&ID WELL 4 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES
P&ID WELL 10 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES
P&ID WELL 11 SODIUM HYPOCHLORITE FEED SYSTEM UTILITIES
P&ID WELL 12 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 PLAN BLDG. 13 (WELL #4)
FLOOR PLAN BLDG. 16 (WELL #11)
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
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
phone 434.947.1901 | fax 434.947-1601 | web wileywilson.com
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
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
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.
KEY PLAN
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
FLOOR PLAN BLDG. 13 (WELL #4)
FD
WINDOW
BRICK WALL &
REMOVE EXIST
BACK TO EXIST BRICK
STRIP EXIST PANELING
PANELED WALL
REMOVE EXISTING
EXIST BRICK WALL
WINDOW
EXISTING
GRAPHIC SCALE MUST BE USED.
IF THIS DRAWING IS A REDUCTION,
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.
NEW HOLLOW METAL DOOR,
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
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.
KEY PLAN
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
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"
GRAPHIC SCALE MUST BE USED.
IF THIS DRAWING IS A REDUCTION,
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
NEW HOLLOW METAL DOOR,
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
1. FIELD VERIFY ALL EXISTING DIMENSIONSNOTES:
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)
1. FIELD VERIFY ALL EXISTING DIMENSIONSNOTES:
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.
4" HOUSEKEEPING PAD,
SMFNKT
NKT SMF
WELL #10
SS 23, 23A
WELLS #5,6,7,8,9
15
14
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.
KEY PLAN
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
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"
GRAPHIC SCALE MUST BE USED.
IF THIS DRAWING IS A REDUCTION,
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"
2. SEE DETAIL K ON S7001 FOR ALL OPENINGS IN NEW CMU WALLS.
1. FIELD VERIFY ALL EXISTING DIMENSIONS.NOTES:
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:
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.
4" HOUSEKEEPING PAD,
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
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.
KEY PLAN
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
LOUVER
EXISTING
1/2"=1’-0"
FLOOR PLAN BLDG. 16 (WELL #11)
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"
GRAPHIC SCALE MUST BE USED.
IF THIS DRAWING IS A REDUCTION,
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
4" HOUSEKEEPING PAD,
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
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.
KEY PLAN
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
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"
GRAPHIC SCALE MUST BE USED.
IF THIS DRAWING IS A REDUCTION,
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
4" HOUSEKEEPING PAD,
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
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.
KEY PLAN
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
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
CARRIER WATER, UTILITY WATER,
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
CARRIER WATER, UTILITY WATER,
AND WELL WATER
MCPMCT
4/17/14
MCT MCP
HYDROSTATIC @ 100 PSIG
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
phone 434.947.1901 | fax 434.947-1601 | web wileywilson.com
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
V
IRGINIA
PR
OF
ESSIONAL E
NGIN
EE
R
THOMAS L. FITZGERALD
OF
CO
MM
ON
WEALTH
Lic. No. 36727