796455_P1043_FinalDrawings_Vol_11.pdf
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- Solicitation number
- N4008521R0052
About this file
This federal contract opportunity solicits design-build services for a water treatment plant replacement project at Marine Corps Base Camp Lejeune in North Carolina. The solicitation seeks to construct an 8 million gallon per day membrane filtration water treatment facility to comply with current and future regulatory requirements and address potential saltwater intrusion issues. Offerors are to provide an adequate and environmentally compliant potable water supply to meet domestic, industrial, and fire protection needs at Camp Lejeune. The Naval Facilities Engineering Command is the contracting agency. The solicitation number is N40085-21-R-0052 and the opportunity was posted to replace the Hadnot Point Water Treatment Plant.
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AFRK PR
S-112
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AS NOTED
8'0 4' 16'
GENERAL SHEET NOTES
SHEET KEYNOTES
SCALE 3/16"=1'-0"
N
FOUNDATION PLAN
B1
S-311
B1
S-311
8"
8"
8"
8"
35'-4"
"8
38'-0"
C L O
F T
A N
K
C L O
F T
A N
K C
L O
F T
A N
K
C
S-511
C
S-511
6'-0" 6'-0"
5'-4"3'-4"
TYP
2'-2"
T Y
P
TYP
2'-2"
T Y
P
C
S-511
C
S-511
SIM
289 704
12771924
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 1'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
5'-0" 5'-0" 3'-6"
5'-0"5'-0"3'-6"
10. CONC EQUIP PAD TYPE "A" A1/S-805 TYP OF 6
9. TOC EL 30.78
8. CONC EQUIP PAD TYPE "E" A1/S-805 TYP OF 3
7. FLOOR DRAIN C2/S-807 SEE PLUMBING FOR LOCATIONS
6. TOC LPT EL 30.70
5. TOC HPT EL 30.78 TYP ALONG PERIMETER OF SLOPE AREA
CENTERLINE ELEVATION OF TANK
4. TOC EL ± 31.91 COORD EL WITH EQUIP MFR MAINTAIN DESIGN
3. CMU CONTROL JOINT C4/S-810
2. 1'-4" CONC WALL C1/S-511
1. EXTERIOR 8" CMU WALL
B5 B6
EJA
NJB
JGG / RSF
A
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SCALE:
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NAVFAC DRAWING NO.
N A
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 76468
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DRAWFORM REVISION: 31 JANUARY 2017
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
S-113
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R O
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GENERAL SHEET NOTES
SHEET KEYNOTES
N
8'0 4' 16'SCALE 3/16"=1'-0"
ROOF FRAMING PLAN
B1
S-311
B1
S-311
36'-8"
MAX
4'-0"
M A
X
COLD FORMED STEEL ROOF TRUSS NOTES:
3 4
SHEET
NO PER
TYPE DEPTH
WIDTH
PANEL
THICKNESS
DESIGN
Fy (ksi)
STRENGTH
MIN YIELD
(lbs/ft)
CAPACITY
SHEAR
DIAPHRAGM
MIN
FINISH
G-90
GALV,
4153320 GA36"1.5"
DECK
ROOF
TYPE TYPE TYPE SPACINGSPACING
0.2010.234
SUPPORTS
AT PARALLEL
SUPPORTS
AT PERPENDICULAR
S (in /ft)
MIN (+)
I (in /ft)
MIN (-)
SCREW
#12 TEK
SCREW
#12 TEK
SCREW
#10 TEK 6"
= III
= 151 MPH
6"
** MANUFACTURER'S STANDARD SIDELAP CONNECTION OR OTHER SIDELAP CONNECTIONS ARE ALLOWED PER APPROVAL OF STRUCTURAL ENGINEER.
AT SIDELAPS
COMPONENT AND CLADDING PRESSURE DIAGRAM NOTES:
4. NEGATIVE PRESSURES ACT AWAY FROM SURFACE.
3. POSITIVE PRESSURES ACT TOWARDS SURFACE.
2. ULTIMATE PRESSURES NOTED ARE GROSS VALUES.
PARTIALLY ENCLOSED BUILDING CLASSIFICATIONC.
RISK CATEGORYB.
ULTIMATE WIND SPEEDA.
1. ULTIMATE PRESSURES SHOWN BASED ON:
STEEL DECK AND ATTACHMENT SCHEDULE
5 4 5
A A
21 1
= ROOF ZONES
OPP WALL)
(TYP ON
= WALL ZONES
ADDITIONAL PANEL POINTS AT CONCENTRATED LOAD LOCATION AS REQUIRED.
SUPPORT OF THEIR EQUIPMENT TO THE STRUCTURE. TRUSS MANUFACTURER SHALL PROVIDE
EQUIPMENT SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE VERTICAL AND LATERAL 6.
REDUCE WIND UPLIFT LOADS.
MECHANICAL, ELECTRICAL, SUPERIMPOSED, AND MISCELLANEOUS LOADS SHALL NOT BE USED TO5.
REQUIREMENTS PRIOR TO TRUSS FABRICATION.
CONTRACTOR SHALL VERIFY AND COORDINATE EQUIPMENT WEIGHTS, LOCATIONS, AND ATTACHMENT4.
AND ANY LOADS FROM THE CONTRACTOR’S OPERATION.
DESIGN, WHICH WOULD BE INCLUDED IN COMMON PRACTICE, INCLUDING LOADS FROM EQUIPMENT
SHALL BE REVIEWED AND ANY DEAD LOADS INFERRED BY THE PLANS SHALL BE INCLUDED IN THE
BE CONSTRUED TO BE ALL THE DEAD LOAD LOADS THAT COULD BE ON THE MEMBERS. THE DRAWINGS
THE SUPERIMPOSED ROOF DEAD LOADS INDICATED ARE A MINIMUM DESIGN LOAD BUT SHALL NOT3.
OUT OF PLANE FORCE AT TOP OF WALL = +/- 469 PLF (+/- 1876 LBS FOR 4'-0" TRUSS SPACING).
DIAGRAM.
WIND LOADS: SEE DESIGN CRITERIA ON DRAWING G-006 AND COMPONENT AND CLADDING PRESSURE
= 5 PSF(BOTTOM CHORD)MISCELLANEOUSE.
ANY PANEL POINT (BOTTOM CHORD)
= 5 PSF AND 500LBS POINT LOAD AT MECH/ELEC/PIPINGD.
BOTTOM CHORD DEAD LOADS
= 6 PSF (TOP CHORD)RIGID INSULATIONC.
= 2.2 PSF (TOP CHORD)STEEL DECKB.
= 5.5 PSF (TOP CHORD)ROOFINGA.
TOP CHORD DEAD LOADS
= 20 PSFTOP CHORD LIVE LOAD
TRUSS MANUFACTURER SHALL DESIGN THE TRUSSES FOR THE FOLLOWING LOADS:2.
SPECIFICATIONS OF THE AMERICAN IRON AND STEEL INSTITUTE.
TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE STANDARD1.
SUBMIT ANY ALTERNATIVE MANUFACTURER'S SPECIFIC CONNECTIONS FOR ENGINEER'S REVIEW.
AND VERIFIED BY ROOF TRUSS MANUFACTURER'S REGISTERED ENGINEER. MANUFACTURER SHALL
11. UPLIFT LOAD, CONNECTIONS, TRUSS MEMBERS, BOUNDARY MEMBERS, ETC. SHALL BE DESIGNED
BRACING SHALL EXTEND TO WALLS.
RECOMMENDED BY THE TRUSS MANUFACTURER, UNLESS SPECIFICALLY INDICATED OTHERWISE.
MANUFACTURER’S STANDARDS. PERMANENTLY BRACE BOTTOM CHORDS AT SPACING
TRUSS BRIDGING, BOTTOM CHORD BRACING, AND OTHER ACCESSORIES SHALL BE PER THE 10.
PLATE. CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER.
FOR ALL TYPES OF TRUSSES, BLOCKING MEMBERS, AND FASTENERS TO DECK AND WALL TOP
SUBMIT CALCULATIONS, PRODUCT DATA, MATERIAL PROPERTIES, CONNECTION DETAILS, ETC., 9.
DRAWINGS AND SUBMITTED FOR REVIEW.
CAMBER TRUSSES FOR DEAD LOAD DEFLECTION. CAMBER SHALL BE SHOWN ON THE SHOP 8.
THE TRUSS SPAN LENGTH.
TRUSSES SHALL BE DESIGNED FOR A TOTAL LOAD MAXIMUM DEFLECTION OF L/240, WHERE L IS 7.
1'-6" 1'-6"
290 704
12771925
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
39'-8"
T.O. WALL EL 46.787.
RIDGE CONN A1/S-8176.
TRUSS TO WALL CONN BY TRUSS MFR5.
D4/S-813
STEEL DECK TO WALL CONN BETWEEN ROOF TRUSSES4.
CONT COLD FORMED STEEL FASCIA D4/S-532, TYP3.
STEEL DECK SEE STEEL DECK AND ATTACHMENT SCHEDULE2.
COLD FORMED STEEL TRUSS1.
GFS3
2 2
ZONES, NOT INCLUDING OVERHANGS
AREA
ROOF
<10 FT
EFF. AREA
-81.5 PSF
-103.5 PSF
20 FT
EFF. AREA
-81.5 PSF
100 FT
EFF. AREA
-68.3 PSF
-68.3 PSF
>200 FT
EFF. AREA
-96.6 PSF -72.7 PSF
55.1 PSF 37.4 PSF 37.4 PSF
<10 FT
EFF. AREA
-72.7 PSF
-85.9 PSF
50 FT
EFF. AREA
-67.2 PSF
-59.5 PSF
>500 FT
EFF. AREA
-59.5 PSF
68.3 PSF 62.8 PSF 55.1 PSF
ZONE 4 NEGATIVE
POSITIVE
ZONE 5 NEGATIVE
POSITIVE
COMPONENT AND CLADDING WALL PRESSURE (STRENGTH)
DIRECTION
COMPONENT AND CLADDING ROOF PRESSURE (STRENGTH LEVEL)
NEGATIVE ZONE 1
NEGATIVE ZONE 3
POSITIVE ALL ZONES
68.3 PSF 62.8 PSF 55.1 PSF
-75.0 PSF
NEGATIVE ZONE 2 -129.9 PSF -119.0 PSF -92.7 PSF -81.5 PSF
49.8 PSF
-79.8PSF
OVERHANGS: -171.8 PSF
STATE OF
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SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
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N O
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S-311
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GENERAL SHEET NOTES
SHEET KEYNOTES
B1
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
12 12
3.53.5
DWG S-113
TOC EL SEE
2'-6"
M
IN
M
IN
S-113
S-112
291 704
12771926
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
2'-6"3'-6"
6 65
DWG S-112
TOC EL SEE
#5@12" EF SEE S-511 FOR ADDL REINF8.
#6@12"7.
5- #6 TOP CONT6.
WIDENED FOR TANK SUPPORTS
3- #6 T&B TYP WHERE FOUNDATION5.
FOR ROOF ASSEMBLY SEE S-1134.
3- #6 BOTTOM CONT TYP AT THICKENED FOOTING3.
#6@12" EW T&B 2.
EXTERIOR 8" CMU #5@40" VERT CTRD TYP A4/S-8091.
STATE OF
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ACTIVITY
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
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D E
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GENERAL SHEET NOTES
SHEET KEYNOTES
1 TYP
SIM
SECTION A-A
SECTION B-B
A
B
B
A
TYP
1'-10"
T Y
PL
A P
TYP
TYP
A ATYP
TYP
1'-4"
C1
DETAIL
SCALE: 3/8"=1'-0" 4'0 2' 8'S-112
292 704
12771927
FOR CLARITY.
2. TYPICAL WALL REINFORCING NOT SHOWN
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
A
TYP SLAB REINF NOT SHOWN FOR CLARITY14.
CMU BOND BEAM REINFORCING
3/8" PJF BETWEEN CONC AND CMU SURFACE EXCEPT AT CONT 13.
NET SPACING
#4@12" U-BAR, ALT W/ TYP WALL REINF ABOVE OPENING FOR 6" 12.
WALL
CONTINUE CMU BOND BEAM REINF LAP LENGTH IN CONCRETE 11.
8- #5 W/ MATCHING DOWELS10.
#4@12" TIES9.
SIDES OF TANK OPNG
2 - ADDT CONT #5@4" EF LOCATE BETWEEN WALL REINF TYP 3 8.
1 1/2" CLR TO COL TIES7.
#5 EF6.
TYP WALL REINF5.
NOT SHOWN FOR CLARITY
#5@12" EW EF TYPICAL WALL REINF4.
MATCHING DOWELS3.
MASONRY VENEER2.
8" CMU 1.
11TYP
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APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
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TD BJN
G-110
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P A
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IF
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A F
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N A
N D C
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A T
A
50'
0 8'4' 16'
N
STRUCTURAL FRAME 0 HOUR
EXTERIOR BEARING WALLS 0 HOUR
INTERIOR BEARING WALLS 0 HOUR
0 HOUR
FLOORS AND CEILINGS 0 HOUR
ROOF AND CEILINGS 0 HOUR
h.
EXT & INT NON-BEARING WALLS
j.
19'-0", 1 STORY
(IBC:TABLE 602)
FIRE SEPARATION REQUIREMENTS 10 FEET+ = 0 HOUR RATING
k. FIRE PROTECTION SYSTEM
FIRE EXTINGUISHERS PROVIDED PER NFPA 10.
FIRE SPRINKLERS NOT REQUIRED, NOT PROVIDED.
TOILET FIXTURES PROVIDED ON SITE WITHIN 500 FEET.
i.
l.
ACTUAL BUILDING HEIGHT
(IBC: TABLE 601 & SECTION 602)
FIRE-RESISTIVE REQUIREMENTS
CODE REVIEW - LIFE SAFETY REQUIREMENTS
1 EXIT REQUIRED (NFPA: 40.2.4.1.2)
CODE REVIEW - ENERGY CODE REQUIREMENTS, ASHRAE 90.1
PROVIDED R-30 C.I.
PROVIDED R-10 C.I.
PROVIDED R-8
PROVIDED R-8
PROVIDED U-0.29, SHGC 0.25
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY NFPA 3.3.168.8.3
LOW HAZARD INDUSTRIAL, NFPA 6.1.12.1 & 6.2.2.2
(IBC: TABLE 504.3 & 504.4)
ALLOWABLE HEIGHT
(NFPA: TABLE 7.3.12)
MAXIMUM PROBABLE OCCUPANTS = 5
OCCUPANT LOAD FACTOR = NOT APPLICABLE
MINIMUM R-20 C.I.
MINIMUM R-7.6 C.I.
MINIMUM U-0.7
MINIMUM U-1.45
MINIMUM U-0.9, SHGC 0.25
b.
a.
STANDARDS
APPLICABLE CODES AND
(NFPA: CHAPTER 7)
OCCUPANT LOAD
(NFPA 101: CHAPTERS 6 & 40)
CLASSIFICATION OF OCCUPANCY
c.
EGRESS
CAPACITY OF THE MEANS OF
(NFPA 101: CHAPTERS 7 & 40)
NUMBER OF EXITS
(NFPA 101: CHAPTERS 7 & 40)
TRAVEL DISTANCE TO EXITS
d.
e.
a. ROOFS
b. WALLS c.
d.
e.
f.
SLAB ON GRADE
SWING DOORS
OVERHEAD DOORS
GLAZING, DOOR
SHEET LEGEND
a.
55’-0”, 2 STORIES
b. IIB
& BUILDING SEPARATION EXCEPT AS MODIFIED BY UFC 3-600-01
REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT
IBC 2018: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE
NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS
c.
d.
g.
NOT APPLICABLE
NOT APPLICABLE
STANDARDS
APPLICABLE CODES AND
GENERAL NOTES
FACTORY INDUSTRIAL F-1
ACTUAL BUILDING AREAf.
(IBC: CHAPTER 3)
OCCUPANCY CLASSIFICATION
(IBC: CHAPTER 6)
CONSTRUCTION TYPE
(IBC: SECTION 508)
OCCUPANCY SEPARATIONS
(IBC: SECTION 503, 506, 507)
AREA LIMITATIONS/MODIFICATION
e.
1,921 SF GROSS
1,692 SF (NET BUILDING AREA)
CODE REVIEW - BUILDING CODE REQUIREMENTS
X'
PROVIDED, TYPICAL)
X = EGRESS WIDTH (32" MIN
1 HOUR RATED WALL
ONE SIDED EXIT SIGN
TRAVEL DISTANCE TO EXIT
30-117 ROOM NUMBER
LOBBY (B)
X'
15,500 SF
(IBC: TABLE 506.2)
ALLOWABLE FLOOR AREA
MINIMUM WIDTH PROVIDED = 32"
4 X .20"/PERSON = 0.8NFPA 101, 7.3.3.1)
32"
EXTINGUISHER CABINET
SURFACE MOUNTED FIRE FEC-2
FEC-2
CLASSIFICATION IN PARENTHESES - ( )
ROOM NAME WITH OCCUPANCY
1/8"=1'-0
NOT REQUIRED
LIFE SAFETY PLAN
SCALE: 1/8"=1'-0"
FILTER ROOM (F-1)
PROVIDED R-10
CLIMATE ZONE 3A
SCHEDULE.
10 14 00.20 WITH SUPPLEMENT FOR INTERIOR SIGN
SUPPLEMENT EXTERIOR SIGNAGE SCHEDULE AND
SEE SPECIFICATIONS 10 14 00.10 WITH
FOR INTERIOR AND EXTERIOR BUILDING SIGNAGE 2.
LEGEND AND GENERAL ARCHITECTURAL NOTES.
SEE SHEET G-013 FOR GENERAL ARCHITECTURAL 1.
293 704
12771928
(NFPA 101 TABLE 40.2.6.1)
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY: 300 FEET
MAXIMUM TRAVEL DISTANCE TO EXITS (WITHOUT SPRINKLERS)
(NFPA: TABLE 40.2.5.1)
SPECIAL PURPOSE INDUSTRIAL OCCUPANCY: 50 FEET
MAXIMUM COMMON PATH OF TRAVEL (WITHOUT SPRINKLERS)
DJD
C H
IT
E C
T U
R
GFS
SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01.
NFPA 101 LIFE SAFETY CODE 2021, FOR BUILDING EGRESS AND LIFE
AI
GRO
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G
REENIGNE
DERETSIGER
PROFESSIONAL Y
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N o. 021758
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M S C
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N O
R F
O L
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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M M
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S Y
M D
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A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
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T W
A T
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A-110
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8'0 4' 16'
F L
O O
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B Y
P A
S S F
IL
T E
R B
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D
IN
G
BT
36'-8"
M.O.
R .O
R .O
R .O
ROOM
FILTER
10-101
C3
A-210
B1
A-210
A1
A-210
-1
A
SHEET KEYNOTES
GENERAL SHEET NOTES
A
A1
A
A1
A
A1
A
A1
F2
F2
3/16"=1'-0
C1
A-210 B1
A-310
B1
A-310
2 3
15'-4"6'-0"6'-0"4'-0"5'-4"
M.O.
10-LV-1
FLOOR PLAN
SCALE: 3/16"=1'-0"
294 704
12771929
SEE DRAWING G-024 FOR WALL TYPES.7.
PLAN.
SEE ELEVATIONS FOR LOCATIONS OF ELEMENTS NOT SEEN IN 6.
SEE STRUCTURAL FOR CMU CONTROL JOINTS.5.
SEE DRAWING A-010 FOR LIFE SAFETY PLAN AND CODE DATA.3.
AND GENERAL ARCHITECTURAL NOTES.
SEE DRAWING G-013 FOR GENERAL ARCHITECTURAL LEGEND 2.
CONSTRUCTED DIMENSIONS.
EACH JAMB. FIELD VERIFY OPENINGS FOR ACTUAL
ARE NOMINAL. PROVIDE AN ADDITIONAL 3/8" SHIM SPACE
"M.O." REFERS TO MASONRY OPENINGS. DIMENSIONS SHOWN 1.
MASONRY TO CONCRETE WALL JOINT, SEE D2/A-801.9.
CONCRETE WALL.8.
CONCRETE BYPASS FILTER SUPPORT.7.
SIDEWALK, SEE CIVIL DRAWINGS.6.
DOWNSPOUT WITH PRECAST CONCRETE SPLASHBLOCK, TYP.5.
EQUIPMENT PADS, TYPICAL.4.
RIGID INSULATION R-10 MIN.3.
4" VENEER.2.
8" EXTERIOR CMU WALL.1.
EJA
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40'-0"
SHEET KEYNOTES
4 4
T Y
P
IC
A L
3/16"=1'-0
1'-0" TYP
3.5:123.5:12
.5 :1
.5 :1
ROOF PLAN
SCALE: 3/16"=1'-0"
295 704
12771930
ROOF SLOPE 3.5:12 ALL SIDES6.
ROOF RIDGE5.
ROOF HIP4.
EXTERIOR BUILDING PERIMETER LINE BELOW3.
DESIGNED FOR 10 YEAR STORM EVENT.
6" WIDE BY 4" DEEP. ROOF DRAINAGE SYSTEM SHALL BE
SIZE 6-3/4" WIDE BY 4-3/4" DEEP. MINIMUM DOWNSPOUT SIZE:
12EX COMPONENTS AT EAVE - CONTEMPORARY. MIN GUTTER
BASIS OF DESIGN: SAF PERIMETER SYSTEMS CORNICE DESIGN
EXTRUDED ALUM CORNICE AND ROOF DRAINAGE SYSTEM - 2.
OVER RIGID INSULATION ON METAL DECK
MEMBRANE UNDERLAYMENT OVER PROTECTION BOARD,
STANDING SEAM METAL ROOF OVER SELF-ADHERING 1.
A
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M S C
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O L
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
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G
IN
E E
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S
T E
M M
A N
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DES DRW
S Y
M D
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C R
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A T E
A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
AR 15126
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T C
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M S C
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M A
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L A
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N O
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O L
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
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IT
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IN
E E
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T E
M M
A N
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S Y
M D
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C R
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
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A T
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A-210
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FIN FL
GENERAL SHEET NOTES
SHEET KEYNOTES
3.5
3.5
3.5
3.5
6 7
3/16"=1'-0
C1
A-110 SCALE: 3/16" = 1'-0"
8'0 4' 16'
C3
A-110 SCALE: 3/16" = 1'-0"
8'0 4' 16'
B1
A-110 SCALE: 3/16" = 1'-0"
8'0 4' 16'
A1
A-110 SCALE: 3/16" = 1'-0"
WEST ELEVATION EAST ELEVATION
SOUTH ELEVATION
NORTH ELEVATION
3.5
3.5
3.5
3.5
12 15 141
1215 14
13 16
14'-0"
2'-8" 2'-8"
2'-8" 2'-8"
11 11 11
SEE CIVIL
13'-4"
296 704
12771931
BUILDING SIGNAGE.
SEE SPECIFICATION 10 14 00.10 FOR EXTERIOR 2.
SEE STRUCTURAL FOR CMU CONTROL JOINTS.1.
BUILDING IDENTIFICATION PLAQUE (TYPE BID)19.
PIPE PENETRATION SEE A2/A-80118.
VENEER MOVEMENT JOINT17.
PRECAST STONE SILL16.
VESSEL PENETRATION JOINT SEE A1/A-80115.
MASONRY TO CONCRETE JOINT, SEE D2/A-80114.
CONCRETE SIDEWALK/DOOR LANDING13.
CONCRETE WALL12.
MEMBRANE BYPASS FILTER, SEE PROCESS DRAWINGS11.
SIDEWALK OR GRADE, SEE CIVIL DRAWINGS10.
DOWNSPOUT WITH PRECAST CONCRETE SPLASHBLOCK9.
ALUMINUM LOUVER 10-LV-28.
ALUMINUM LOUVER 10-LV-17.
SOLDIER COURSE AT OPENING HEADS6.
BRICK VENEER5.
PRECAST STONE WATER TABLE4.
4" SPLIT-FACE CMU VENEER3.
EXTRUDED ALUMINUM CORNICE AND GUTTER SYSTEM2.
ON METAL DECK
OVER PROTECTION BOARD, OVER RIGID INSULATION
SELF-ADHERING MEMBRANE BARRIER SHEETING
STANDING SEAM METAL ROOF OVER COMPOSITE, 1.
ADIR
OLF FO ETATS
T C
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TI
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T
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IN
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T S
T E
M S C
O M
M A
N D
M
ID
L A
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N O
R F
O L
K
V
IR
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
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S
T E
M M
A N
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DES DRW
S Y
M D
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C R
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A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
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IN
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A L L S
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BT
3.5
B1
BUILDING SECTION
SCALE: 3/8" = 1'-0"A-110
3/8"=1'-0
T/O WALL
GENERAL SHEET NOTES
SHEET KEYNOTES
4'0 2' 8'
B1
A-810
B1
A-810
A4
A-801
CONTROL JOINTS.
SEE STRUCTURAL DRAWINGS FOR CMU 1.
ROOM
FILTER
10-101
3.5
13 12
297 704
12771932
AIR AND VAPOR BARRIER. SEE SPEC 07 15 00.00 22
PROVIDE CONTINUOUS BUILDING ENVELOPE15.
FLUID-APPLIED MEMBRANE AIR BARRIER.14.
PERIMETER INSULATION.13.
OVER TERMITE TREATED COMPLACTED SOIL.
CONTINUOUS UNDERSLAB VAPOR BARRIER,12.
GRADE, SEE CIVIL DRAWINGS.11.
MEMBRANE BYPASS FILTER, SEE PROCESS DRAWINGS.10.
CONCRETE WALL.9.
8" INTERIOR CMU WYTHE.8.
RIGID INSULATION (MIN R-10).7.
BRICK VENEER.6.
PRECAST STONE WATER TABLE.5.
4" SPLIT-FACE CMU VENEER.4.
12EX COMPONENTS AT EAVE - CONTEMPORARY.
BASIS OF DESIGN: SAF PERIMETER SYSTEMS CORNICE DESIGN
EXTRUDED ALUMINUM CORNICE AND ROOF DRAINAGE SYSTEM - 3.
PRE-ENGINEERED METAL TRUSSES.2.
ON METAL DECK.
OVER PROTECTION BOARD, OVER RIGID INSULATION
SELF-ADHERING MEMBRANE BARRIER SHEETING
STANDING SEAM METAL ROOF OVER COMPOSITE, 1.
SEE STRUC
EL VARIES
T/O CONC
SIM
ADIR
OLF FO ETATS
T C
E
TI
H
CRA DERE
T
SI
G E
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D
OD .M YHT
O
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L F
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IN
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IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
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G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
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S
T E
M M
A N
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S Y
M D
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N D
A T E
A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
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A T
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TPBR BS
P-111
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3" FD-3P
3" FD-3P
SSH-1
10-GWH-1
10-CP-1
SHEET KEYNOTES
GENERAL SHEET NOTES
SCALE 1/4"=1'-0" 0 4' 8'2'
CL EL: 26.00
1 1/2" W2
N
NATURAL GAS METER
FF EL 30.00
1 1/2" W2, DN
3" FD-3P
3" FD-3P
3" FD-3P
3" FD-3P
3" FD-3P
3" FD-3P
2" RPBP-4 STACKED
1 1/2" RPBP-3 AND
2 1/2" W1 UP
CL EL: 26.00
2 1/2" W1
3/4" HV-1
3" FD-3P
8 9
2 1/2" WATER METER 11
BYPASS FILTER BUILDING FLOOR PLAN
3" D
3" D
3" D
3" D
4" CO-1CL EL: 45.66
3/4" NG
CL EL: 45.66
1 1/4" TW
6" D IE: 28.75
3/4" NG
3/4" NG
6" D
CL EL: 45.66
1 1/2" W1
CL EL: 45.66
3/4" RTW
3" D
6" D
3" D
3" V TO 3" VTR
4" D
6" D
3" D
CL EL 45.66
3/4" RTW
CL EL 45.66
1 1/4" TW
3" FD-1P
3" HD-1P
3" D
3" D
3/4" NG
10-GUH-1
HOSE RACK
1 1/2" W2
ETP-1
4" FCO-2
3" VTR
3" V TO
3" D
1/4"=1'-0
4" D
4" D
3" VTR
3" V TO TMV-3
3" FD-3P
3" HD-1P
2" HD-1P
4" D
298 704
4" D
4" D
12771933
10-WM-1
SEE P-611 FOR EQUIPMENT SCHEDULES.7.
SEE P-601 & 602 FOR FIXTURE SCHEDULES.6.
VENT SYSTEM.
SANITARY DRAINS UTILIZE COMBINATION WASTE AND 5.
STRUCTURAL DETAIL A1/S-803.
CONCRETE ENCASE PIPING UNDER SLAB. SEE4.
AND PROCESS PIPING.
COORDINATE UNDER SLAB PIPING WITH STRUCTURAL PILES3.
FOR WATER AND SANITARY DRAIN RISER SEE DRAWING P-911.2.
NOTES.
SEE G-016 FOR SYMBOLS, ABBREVIATIONS AND GENERAL 1.
FOR CONTINUATION, SEE DRAWING DP-105.14.
FLOOR DRAIN, SEE DETAIL C2/S-807.13.
STACKED RPBP,SEE DETAIL C2/P-801.12.
WATER METER, SEE DETAIL A3/P-802.11.
PENETRATE ROOF.
AIR INTAKE AND EXHAUST FOR WATER HEATER TO 10.
3 IN WC WITH TOTAL APPROXIMATE LENGTH OF 70'.
GAS PIPING SIZED VIA 2018 NFPA 54 TABLE 6.2.(C), 2 PSI AND
230 CFH AT 60 PSI INLET AND 2 PSI OUTLET PRESSURE.
NATURAL GAS METER AND REGULATOR TO BE RATED FOR 9.
PROVIDED BY LOCAL UTILITY COMPANY.
NATURAL GAS METER AND UNDERGROUND GAS PIPING 8.
PIPE PENETRATION THROUGH FLOOR, SEE DETAIL C1/D-802.7.
HANGER SUPPORT , SEE DETAIL A1, C1, C2/P-803, A1/D-801.6.
A4/P-803.
FOR DOMESTIC WATER HEATER PIPING, SEE DETAIL 5.
FOR HOSE VALVE.
C3/P-802 FOR HOSE RACK, SEE DETAIL A2/P-802
HOSE RACK AND HOSE VALVE. SEE DETAIL 4.
EMERGENCY SHOWER/EYEWASH UNIT, SEE DETAIL A4/P-802. 3.
FOR CONTINUATION, SEE DRAWING P-114.2.
CS108 FOR CONTINUATION.
WATER SERVICE ENTRANCE. SEE YARD PIPING1.
ALG
No 70128
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No 70128
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.d
AV BR
P-611
E Q
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IP
M E
N T S
C H
E D
U L
U M
B
IN
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TP
B Y
P A
S S F
IL
T E
R B
U
IL
D
IN
G
NTS
299 704
12771934
A
V A
L F
A C
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IT
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IN
E E
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G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
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O L
K
V
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G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
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IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
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A C
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O N
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 70128
STATE OF
No 70128
R E
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S S
E F
O R
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ADIROL
F
V A
L F
A C
IL
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IE
S E
N G
IN
E E
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IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
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O L
K
V
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
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1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
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T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
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N T P
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
TPBR BS
P-911
F
IL
E N
A M
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P L
O T D
A T
E
P L
O T T
IM
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P
L O
T D
A T
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L O
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IM
-P -9
.d g n
P L
U M
B
IN
G
NTS
NTS
NTS
10-GWH-1
TMV-3
10-CP-1
HOSE RACK
10-GWH-1
B Y
P A
S S F
IL
T E
R B
U
IL
D
IN
W
T E
R
D R
A
IN
A
N D N
A T
U R
A L G
A S R
IS
E R D
IA
G R
A M
S
3/4" BALL VALVE
3/4" NG
10-GWH-1
10-GUH-1
2 1/2" BALL VALVE
3/4" HV-1
3/4" BALL VALVE
1 1/2" W1
1 1/2" BALL VALVE
(PROVIDED BY UTILITY)
NATURAL GAS METER
3/4" BALANCING VALVE
1 1/4" BALL VALVE
1 1/4" TW
CL EL: 45.66
2" W2
CL EL: 45.66
1 1/4" TW
CL EL: 45.66
3/4" RTW
3/4" W2
CL EL: 45.66
1 1/2" W1
1 1/2" W2
CL EL: 45.66
3/4" NG (30 CFH)
230 CFH
3/4" SHUT OFF VALVE
3/4" BALL VALVE
4" CO-1
3" D
6" D
3" D
4" D
3" D
6" D
4" D
4" D
HOSE VALVE
TO BACKWASH WASTE BASIN
SSH-1
ETP-1 BALL VALVES, TYP
4" FCO-2
3" D
3" V
3" D
3" V
SEE DP-105 FOR CONTINUATION
CL EL: 26.00
1 1/2" W2
SEE CS-105 FOR CONT.
CL EL: 26.00
2 1/2" W1
6" D IE: 28.75
NATURAL GAS RISER DIAGRAM
SANITARY DRAIN RISER DIAGRAM
WATER RISER DIAGRAM
NTS
3/4" NG (200 CFH)
3/4" RTW
1 1/4" TW
6" D
3" VTR
FD-3P3" FD-3P3"
FD-3P3"
FD-3P3" FD-3P3"
FD-3P3"
FD-3P3"
FD-3P3" FD-3P3"
FD-3P3"
3" V
FD-3P3"
3" VTR
3" VTR
3" HD-1P
3" HD-1P
2" HD-1P
300 704
12771935
4" D
2" D
4" D
FOR WATER HEATER.
AIR INTAKE AND EXHAUST
1 1/4" TW 3" D
3" D
OF 70'.
(C), 2 PSI AND 3 IN WC WITH TOTAL APPROXIMATE LENGTH
PRESSURE. GAS PIPING SIZED VIA 2018 NFPA 54 TABLE 6.2
FOR 230 CFH AT 60 PSI INLET PRESSURE AND 2 PSI OUTLET
NATURAL GAS METER AND REGULATOR TO BE RATED 6.
PROVIDE ISOLATION VALVES ON ALL BRANCH PIPING.5.
SYSTEM.
SANITARY DRAINS UTILIZE COMBINATION WASTE AND VENT 4.
DETAIL A1/S-803.
CONCRETE ENCASE PIPING UNDER SLAB. SEE STRUCTURAL 3.
AND PROCESS PIPING.
COORDINATE UNDER SLAB PIPING WITH STRUCTURAL PILES2.
ABBREVIATIONS AND GENERAL NOTES.
SEE PLUMBING LEGEND G-016 FOR SYMBOLS, 1.
10-ET-1
10-WM-1
2" RPBP-4
1 1/2" RPBP-3
2 1/2" WATER METER
No 70128
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No 70128
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M S C
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M A
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FIRE PROTECTION
D E
P A
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M E
V Y
A
B
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1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
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IL
IT
G
IN
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M M
A N
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S Y
M D
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C R
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
F
IL
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A T
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P L
O T T
IM
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L O
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L O
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SHEET KEYNOTES
GENERAL SHEET NOTES
FLOOR PLAN
SCALE: 1/4"=1'-0" 0 4' 8'2'
C1
SECTION
SCALE: 1/4"=1'-0" 0 4' 8'2'
A1
SECTION
SCALE: 1/4"=1'-0" 0 4' 8'2'
10-EF-1
10-MD-2
10-HCP-1
10-MD-1
10-GUH-1
10-MD-1
10-GUH-1
10-GUH-1
10-EF-1
10-MD-2
C3
M-151 AIR VENTING
COMBUSTION
A1
A1
C1
C1
N
GAS HEATER VENTING, SEE DETAIL C3/M-151.2.
AND LOCATION.EXACT SIZE
LOUVER WITH ALUMINUM BIRD SCREEN. SEE ARCHITECTURE FOR 1.
10-HCP-1
TPAV YMF
M-111
-M
-1 .d g n
301 704
P L
A N A
N D S
E C
T
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N S
H V
A C
B Y
P A
S S F
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1/4"=1'-0
12771936
GENERAL NOTES.
SEE HVAC LEGEND G-018 FOR SYMBOLS, ABBREVIATIONS AND 1.
No 70128
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No 70128
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2'- 1/4 "1'-2"
/4
4'-8"5'-5 3/4 " 1'-6 1/4 "
/4
/4
7'-8 3/4 "
2'-7"
7'-8 3/4 "
N A
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A C
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T S
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M S C
O M
M A
N D
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L A
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N O
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O L
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FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
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1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
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S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
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L A
C E
M E
N T
M A
R
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U N
E J
A C
K S
O N
V
IL
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
F
IL
E N
A M
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P L
O T D
A T
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P L
O T T
IM
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LOWER PLAN
0 4' 8'2'SCALE: 1/4"=1'-0"
D-311
D-311
D-312
D-312
D-313 D-313
N
M B
F
M B
8" FBW/FTW
F
B W /F
T W
STATION
WASTE PUMP
TO BACKWASH
8" FBW/FTW
12" MB
F
B S
F
B S
PUMP
BACKWASH
FROM FILTER
PUMP
BACKWASH
FROM FILTER
8" FMB
F
M B
F
M B
M B
SAND STRAINERS
PRETREATMENT
FROM
FEED PUMPS 5 & 6
HYPOCHLORITE
FROM SODIUM
TREATMENT BLDG
FILTERS IN
TO CARTRIDGE
PASS FILTER 3
MEMBRANE BY-
6" MB FEED TO
PASS FILTER 2
MEMBRANE BY-
6" MB FEED TO
PASS FILTER 1
MEMBRANE BY-
6" MB FEED TO
A1 A1
A1 A1
A1 A1
PLUG
12" DIMJ
PLUG
12" DIMJ
M B
GENERAL SHEET NOTES
4'-3 3/4 "26'-8 1/4 "4'-3 3/4 "
IN
S
ID
E W
A L L F
A C
E
IN
S
ID
E W
A L L F
A C
E
INSIDE WALL FACE
INSIDE WALL FACE
F A
C E
IN
S
ID
E W
A L L
/4
6'-2 3/4 "
W A
L L F
A C
E
IN
S
ID
E
/4
/2
/2
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
INSIDE WALL FACE
INSIDE WALL FACE
PLUG
12" DIMJ
PER SPECIFICATION SECTION 400513 PARAGRAPH 3.7
PROVIDE FLEXIBLE JOINTS AT CONCRETE STRUCTURES3.
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
REQUIREMENT.
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
EMTF BC
D-111
-D -1
.d g n
302 704
L O
W E
R P
L A
N
P R
O C
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S M
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H A
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A L
B Y
P A
S S F
IL
T E
R B
U
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D
IN
AS NOTED
12771937
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
J
(R E
F
/4
(R E
F -F
IE
L D V
E R
IF
Y
/4
/2
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
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M E
N T
M A
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D-112
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A M
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A T
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P L
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U P
P E
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L A
N
B Y
P A
S S F
IL
T E
R B
U
IL
D
UPPER PLAN
R
O C
E S
S M
E C
H A
N
IC
A L
SCALE: 1/4"=1'-0" 0 4' 8'2'
D-312
D-312
D-311
D-311
D-313 D-313
N
10MB-MXR15000
STATIC MIXER
BYPASS FILTER 1
MEMBRANE
10MB-FLT21001
BYPASS FILTER 2
MEMBRANE
BYPASS FILTER 3
MEMBRANE
10MB-FLT21002
10MB-FLT21003
10MB-ARV15001
10ALP-BLW21491
10FMB-ARV21001
10ECP210
10ACP01
AS NOTED
A1 A1
A1A1
A1 A1
BLOWER 1
AIR SCOUR
10ALP-BLW21492
BLOWER 2
AIR SCOUR
12" BF
12" BF12" DMJ
12"-V511
12"-V511
10FBW-ARV21001
10MB-ARV2100110MB-ARV21002
10MB-ARV21003
C1
D-805
A2
D-800
TYP, SEE
PIPE SUPPORT
12" DMJ
10FBW-ARV21003
3" BELLOW 4"-V612
4"-V512
3" ALP
3" ALP
3" BELLOW
3" ALP
3" BELLOW
A4
D-800 C1
D-801
C1
D-801
TYP
TYP
7'-9"5'-5 3/4 "
POINT. SEE
SHC INJECTION
21000
10PIT
10FTW-FCV
21083
10FTW-FCV
21081
21001
10PIT
21002
10PIT
21003
10PIT
TYP
PIPE SPRT
C4
D-802
C4
D-802
C4
D-802
C4
D-802
C4
D-803
WALL PENETRATION
14'-4"3'-1 1/4 "
4"-V612
4"-V512
3" BELLOW, TYP
12" MB
303 704
12771938
EJA
O R
P
R E
ENIGNE
040068
SEAL
A
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LORAC HT
R
O N
GI
L
ES .A TTE
R
R
3'-2"7'-6"6'-0"6'-0"6'-0"
16'-6"14'-0"
3'-0"3'-0" 2'-4 3/4 "
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-311
F
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A M
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P L
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A T
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P L
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IM
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P
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T D
A T
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-D -3
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
A1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
TREATMENT BLDG
FILTERS IN
TO CARTRIDGE
STATIC MIXER
12" MB FROM
STATION
WASTE PUMP
TO BACKWASH
8" FBW/FTW
8" FBS 8" FBS
BYPASS FILTER 1
8" FMB FROM
8" FMB 8" FMB 12" FMB
8" FBS
BYPASS FILTER 3
MEMBRANE
BYPASS FILTER 2
MEMBRANE
10FMB-ARV21001
10MB-FLT2100310MB-FLT21002
10ALP-BLW21491
10ECP210
8" FMB
8" FBW
3" ALP
8" MB
10ACP01
AS NOTED
A L P
3" ALP
D-112
D-111
F
M B
10FMB-FE
21083
F
M B
BLOWER 1
AIR SCOUR
10FE
21500
10PI
21500
PLUG
12" DIMJ
PLUG
12" DIMJ
PUMP
BACKWASH
FROM FILTER
15'-0"18'-0"15'-0"
10'-0"
CL EL 44.43
CL EL 39.68
CL EL 32.05
TYP
C1
D-801
TYP
A4
D-800
CL EL37.43
CL EL38.53
CL EL42.03
35.90
CL EL
32.39
CL EL
42.90
CL EL
RDCR
12"x8" CONC
10MB-ARV2100310MB-ARV21002
BOP 24.42BOP 24.27
BOP 24.27
BOP 24.42
BOP 24.27 BOP 24.27
EL 30.78
10FBW-ARV21003
8"-V511
8"-V511
10MB-FE
21002
10MB-FE
21003
10MB-FCV
21003
10MB-FCV
21002
8" DMJ
8" MB
10FMB-FV
21062
10FBS/FTW-FV
21072
10FBS/FTW-FV
21052
10FMB-FV
21042
21012
10MB-FV
21002
10MB-FV
21022
10FBW-FV
21032
10FBW-FV
10FMB-FV
21043
10FBS/FTW-FV
21053
10FBS/FTW-FV
21073
10FMB-FV
21063
10MB-FV
21023
21033
10FBW-FV
21013
10FBW-FV
10MB-FV
21003
2 3 41
SHEET KEYNOTES
21502
10ALP-FV
21512
10ALP-FV
21503
10ALP-FV
21513
10ALP-FV=4
=3.
=2.
=1.
TYP
1/2" SA
C4
D-802
C4
D-802
C4
D-802
TYP
TYP OF 4
6" DMJ
C1
D-803
TYP
TYP
3" BELLOW,
GENERAL SHEET NOTES
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
REQUIREMENT.
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
1/2" SA-V306
TAP
1/2" SA
TYP
1/2" SA-V306
TYP
6"-V511
2"-V306
PIPING
15 ON FACE
8" DMJ, TYP OF
TYP
2" DR-V306
304 704
12771939
ANOISSEF
O R
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ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
6'-0" 15'-0"1'-6"
3'-0"
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
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N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-312
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
A1
4'0 2' 8'SCALE: 3/8"=1-0"
SECTION
10MB-FLT21001
BYPASS FILTER 1
MEMBRANE
3" ALP
F
M B
8" FBS 8" FBS
PUMP
BACKWASH
FROM FILTER
STATION
WASTE PUMP
TO BACKWASH
8" FBW/FTW
FILTERED PRODUCT
12" FMB COMBINED
FILTERS 2 & 3
8" FMB TO BYPASS
FILTERS 2 & 3
BYPASS
12" MB TO
SAND STRAINERS
TREATMENT
FROM PRE-
STATIC MIXER
10MB-ARV15001
12" MB
M B
AS NOTED
D-112
D-111
FEED PUMPS 5 & 6
HYPOCHLORITE
FROM SODIUM
BLOWER 2
AIR SCOUR
10ALP-BLW21492
A2
D-800
TYP, SEE
PIPE SUPPORT
INJECTION POINT
CARRIER TUBE TO
PIPE WITH 1/4" SHC
2" SHC CONTAINMENT
10'-10 1/2 "13'-1 1/2 "3'-7 1/2 "15'-7"4'-9 1/2 "
EL 30.78
CL EL 44.43
BLOWERS
SCOUR
FROM AIR
32.39
CL EL
8" FTW
35.90
CL EL
8" FMB
38.53
CL EL
8" FBW
42.03
CL EL
8" MB
32.84
CL EL
12" MB
10MB-ARV21001
10FBW-ARV21001
10MB-FE
21001
10MB-FCV
21001
21000
10PIT
10MB-MXR15000
12"-V511
12" DMJ
10FBS/FTW-FV
21051
10FMB-FV
21041
10FBS/FTW-FV
21071
10FMB-FV
21061
1 2
21031
10FBW-FV
10MB-FV
21021
21011
10FBW-FV
10MB-FV
21001
SHEET KEYNOTES
21501
10ALP-FV
21511
10ALP-FV
=2.
=1.
BOP 24.27
BOP 24.27
BOP 24.42
6" DMJ, TYP OF 2
C1
D-801
TYP
37.43
CL EL
3" ALP
C4
D-802
BOP 24.27
C1
D-803
TYP
C1
D-803
TYP
12"-V511
12" DMJ
V306
1/2" SA
10FTW-FCV
21081
1/2" SA-V306
GENERAL SHEET NOTES
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
REQUIREMENT.
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
V306
1/2" SA
6"-V511
PLUG
12" DIMJ
PIPING
OF 7 ON FACE
8" DMJ, TYP
TYP
2" DR-V306
2" V306
8" FBW/FTW
BOP 24.27
305 704
12771940
ANOISSEF
O R
P
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ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
2'-0"1'-8 3/4 "
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
D-313
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-D -3
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
O C
E S
S M
E C
H A
N
IC
A L
S E
C T
IO
N
A1
SECTION
SCALE: 3/8"=1'-0" 4'0 2' 8'
BYPASS FILTER 2
MEMBRANE
BYPASS FILTER 1
MEMBRANE
10MB-FLT21002
10MB-FLT21001
12" MB
3" ALP
3" ALP
10ECP210
FILTERED PRODUCT
FMB COMBINED
FILTERS 2 & 3 12"
8" FMB TO BYPASS
MIXER
STATIC
FROM
12" MB
STATION
WASTE PUMP
TO BACKWASH
8" FBW/FTW
FILTERED PRODUCT
FMB COMBINED
FILTERS 2 & 3 12"
8" FMB TO BYPASS
PUMP
BACKWASH
FROM FILTER
8" FBS
PUMP
BACKWASH
FROM FILTER
8" FBS
AS NOTED
A L P
D-112
D-111
10ALP-BLW21492
10PI
21500
10FE
21500
CL EL 42.03
8" MB
CL EL 38.53
8" FBW
CL EL 35.90
8" FMB
CL EL 32.39
8" FBS
CL EL 37.43
3" ALP
CL EL 42.03
8" MB
CL EL 38.53
8" FBW
CL EL 37.43
3" ALP
CL EL 35.90
8" FMB
CL EL 32.39
8" FBS
CL EL 44.43
3" ALP
CL EL 32.05
3" ALP
10FBW-ARV21001
10MB-ARV21001
21001
10PIT
10MB-ARV21002
21002
10PIT
C4
D-802
C4
D-802
6" MB
10FIT
21500
10MB-FE
21002
10MB-FCV
21002
3" BELLOW
4"-V612
4"-V512
2"-V306
10MB-FCV
21001
10MB-FE
21001
10FTW-FCV
21081
2"-V306
C1
D-803
TYP
C1
D-803
TYP
4'-3 3/4 " 4'-3 3/4 "1'-2"2'-3"19'-10 1/2 "3'-5"
6"-V511
V306
1/2" SA
V306
1/2" SA
6"-V511
V306
1/2" SA
V306
1/2" SA
2"-V306
2" DR-V306
2" DR-V306
GENERAL SHEET NOTES
SEE YARD PIPING DRAWINGS FOR CONTINUATION.2.
REQUIREMENT.
STRUCTURAL DRAWINGS FOR ENCASEMENT
ALL PIPES BELOW SLAB SHALL BE ENCASED. SEE 1.
8"x6"CONC RDCR, TYP
6" MB
TYP 2
6" DMJ
BLOWER 2
AIR SCOUR
4"-V512
4"-V612
T Y
P
T Y
P
306 704
12771941
ANOISSEF
O R
P
R E
ENIGNE
040068
SEAL
A
NI
LORAC HT
R
O N
GI
L
ES .A TTE
R
R
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DCN ALP
E-111
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -E -1
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
E
C T
R
IC
A L
P R
O C
E S
S A
N D F
A C
IL
IT
Y P
L A
N
SCALE 1/4"=1'-0" 0 4' 8'2'
GENERAL SHEET NOTES
WP
GFCI
10MB-FLT21003
BYPASS FILTER 3
MEMBRANE
10MB-FLT21002
BYPASS FILTER 2
MEMBRANE
10MB-FLT21001
BYPASS FILTER
MEMBRANE
G
G
G GG
G
G
G G G
G G
G
G G
G
M1
X1
B1
B1
B1
B1 B1 B1
B1B1
B1
B1 B1 B1
B1B1
10-GUH-1
M
10CP-110EF-1
10PIT21003
10PIT21002
10FBW-FV21033
10MB-FV21023
10FMB-FV21063
10FMB-FV21073
10ALP-FV21503
10FMB-FV21043
10FMB-FV21053
10ALP-FV21513
10MB-FCV21003
10MB-FV21003
10FMB-FV21013
10MB-FE/FIT21003
10FBW/FTW-FV21083
10ALP-FV21512
10AFD-FV21502
10MB-FCV21002
10MB-FV21002
10FMB-FV21012
10FMB-FV21072
10FMB-FV21062
10MB-FV21022
10FBW-FV21032
10FMB-FV21042
10MB-FE/FIT21002
10ALP-FV21501
10ALP-FV21511
10FBW/FTW-FV21081
10MB-FE/FIT21001
10PIT21001
10FBW-FV21031
10FMB-FV21021
10FBS/FTW-FV21071
10FMB-FV21041
10MB-FCV21001
10MB-FV21001
10FBW-FV21001
10FBS/FTW-FV21051
20PIT-21000
10FMB-FV21061
10ALP-FV21052
10TXR01
XFMR
10ECP210
10CB01
10ALP-BLW21492
AIR SCOUR BLOWER 2
N
E-805
A3
(3)
(3)
(3)
(5)
10MD-1
10MD-2
(3)
SHEET KEYNOTES
SEE ES101
FOR CONTINUATION
DUCTBANK
PROCESS AND FACILITY PLAN
GFCI
(3) m
(TYP)
(TYP)
(TYP)
GFCI
GFCI
GFCI
(TYP)
A1
E-813
BAR
GROUND C1
E-806
10ALP-BLW21491
AIR SCOUR BLOWER 1
a b
10PA1
RC
GROUND
UFER
DISCIPLINES BEFORE INSTALLING THE LUMINAIRES.
INSTALL LUMINAIRES AT 14'-0" AFF. COORIDNATE WITH OTHER7.
BOND TO DB GROUND.6.
OF NEC 250.52(A)(3)(2), CONCRETE ENCASED ELECTRODE.
FOOTING. INSTALLATION SHALL MEET ALL REQUIREMENTS
BARE TIN-PLATED COPPER CONDUCTOR IN BUILDING
INSTALL A MINIMUM OF 20 FEET OF #4/0 AWG STRANDED5.
BOND TO FILTER TANK.4.
BOND TO REINFORCING STEEL.3.
#4/0 AWG STRANDED BARE TIN-PLATED COPPER.2.
RECEPTACLE MOUNTED 48" AFF.1.
(TYP)
307 704
12771942
1/4"=1'-0
10-HCP-1
10LP01-1
10LP01-2
(5)a (5)a (5)a
(5)a (5)a (5)a
(5)b
(5)b (5)b
(5)b (5)b(5)b
(5)b
(5)b
A4
T801
WITH [P2].
RECEPTACLES POWERED FROM LIGHTING PANEL 10LP01-27.
SWITCH TO LIGHTING PANEL.
CIRCUIT AS SHOWN. PROVIDE [P2] FROM LIGHTS AND
LIGHTS POWERED FROM LIGHTING PANEL 10LP01-2,6.
EQUIPMENT TAG NUMBERS.
DESCRIPTION OF PROCESS & INSTRUMENTATION
INSTRUMENTATION LEGENDS G-021 & G-022 FOR
SEE PROCESS MECHANICAL LEGEND G-017 AND5.
CONSIDERED A DAMP LOCATION.
THE AREA INSIDE THE BYPASS FILTER BUILDING IS4.
PERIMETER NOT LESS THAT 3 FEET OR MORE THAN 10 FEET.
FINISHED GRADE AND EXTEND BEYOND THE BUILDING
INSTALL GROUND RING AT LEAST 24 INCHES BELOW3.
BLOCK DIAGRAM ON DWG E-611.
FOR CONDUIT AND CONDUCTOR REQUIREMENT, SEE CABLE2.
ABBREVIATION AND GENERAL NOTES.
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
10POE01
10GWH-1
10ACP01
10FW-SSH81002
JAS
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
E-112
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E P -E -1
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
E
C T
R
IC
A L
L
IG
H T
N
IN
G P
R O
T E
C T
IO
N P
L A
N
SCALE 1/4"=1'-0" 0 4' 8'2'
GENERAL SHEET NOTES
LP LP
LPLP
LP
LP
LP
LP
LP
LP
L P
L P
L P
L P
L P
L P
L P
RING
TO GROUND
N
(TYP)
(TYP)
LIGHTNING PROTECTION PLAN
CONNECTIONS WITH GROUND TERMINALS.
TERMINAL HORIZONTALLY OR DOWNWARD TO
ROOF AND SHALL FORM A TWO-WAY PATH FROM EACH AIR
CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS ON14.
CURRENT EDITION AND UFC 3-575-01.
HERE SHALL MEET THE REQUIREMENTS OF NFPA 780,
THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN13.
SYSTEM CERTIFICATION SUBMITTAL FORM LPI 176.
INSTALLER. THE COMPLETED INSTALLATION WILL RECEIVE
UNDER THE SUPERVISION OF AN LPI CERTIFIED MASTER
STANDARD 175 THE INSTALLATION SHALL BE MADE BY OR
IN ALL RESPECTS TO LIGHTNING PROTECTION INSTITUTE
THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY12.
PROTECTION SYSTEMS.
STANDARD 96A FOR MASTER LABELED LIGHTNING
REQUIREMENTS OF UNDERWRITERS' LABORATORIES
THE LAYOUT AND INSTALLATION SHALL MEET THE11.
BUILDING.
COMPONENTS WILL LEND IN WITH THE APPEARANCE OF THE
A NEAT AND INCONSPICUOUS MANNER SO THAT ALL
THE LIGHTNING PROTECTION SYSTEM SHALL INSTALLED IN10.
FASTENED NOT MORE THAN 3'-0" MAXIMUM SPACING.
ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE9.
OF LESS THAN 8°.
ANGLE OF LESS THAN 90° NOR SHALL HAVE A BEND RADIUS
NO BEND OF CONDUCTOR SHALL FORM A FINAL INCLUDED8.
THE LIGHTNING CONDUCTOR SYSTEM.
OF BONDED METAL BODY SHALL BE INTERCONNECTED TO
FRAMES SITUATED WITH 6'-0" OF A LIGHTNING CONDUCTOR
SOIL PIPE VENTS, INSULATION VENTS, LOUVERS AND DOOR
SUCH AS METAL FLASHING, GRAVEL STOPS, ROOF DRAINS,
METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF7.
SHALL NOT EXCEED 100 FEET.
THE AVERAGE DISTANCE BETWEEN DOWN CONDUCTORS6.
EDGE.
ROOF PERIMETER AND RIDGE, AND WITHIN 2'-0" OF OUTSIDE
INTERMEDIATELY ON 20'-0" MAXIMUM SPACING AROUND THE
UNPROTECTED OUTSIDE CORNERS AND LOCATED
AIR TERMINALS (10") SHALL BE PLACED AT ALL5.
CONTACT WITH SURFACES OF ALUMINUM.
COPPER COMPONENTS SHALL NOT BE INSTALLED ON OR IN
MATERIALS REQUIREMENTS DOWN CONDUCTORS SHALL BE
FROM ALUMINUM TO MEET THE UL 96A COMPATIBLE
LPS CONDUCTOR AND AIR TERMINALS SHALL BE MADE4.
PROTECT THE STRUCTURE ITSELF.
STRUCTURE AS A CONDUCTOR, EXCEPT AS NECESSARY TO
DOWN CONDUCTORS OR USE ANY PORTION OF THE
NO PART OF THE FACILITY STRUCTURE SHALL BE USED AS A3.
THAT IS UL96 MASTER LABEL CERTIFIED..
CONTRACTOR RESPONSIBLE TO FURNISH AND INSTALL A LPS
LICENSED LIGHTNING PROTECTION ENGINEER.
IDENTIFIED IN THE SPECIFICATIONS AND SEALED BY A
SHALL PROVIDE A DESIGN THAT MEETS THE REQUIREMENTS
IS SHOWN ON THIS DRAWING. ELECTRICAL CONTRACTOR
THE INTENT OF THE LIGHTNING PROTECTION SYSTEM (LPS)2.
ABBREVIATION AND GENERAL NOTES.
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
SHEET KEYNOTES
RC
308 704
12771943
1/4"=1'-0
SEE DETAIL C1/E-801 FOR AIR TERMINAL MOUNTING.3.
#2/0 BARE ALUMINUM CONDUCTOR.2.
METAL. SEE DETAIL A1/E-801.
GUTTER AND NO LONGER IN CONTACT WITH A DISSIMILAR
SHALL TRANSITION TO COPPER ONCE LOOPED AROUND
DWG E-111. ALUMINUM CONDUCTOR FROM ROOF SYSTEM
LEVEL AS REQUIRED BY NFPA 780. FOR CONTINUATION. SEE
CONDUCTORS SHALL BE PROTECTED NEAR THE GROUND
AND TERMINATED AT THE FACILITY GROUND RING.
WALL AT REVEALS WITH METAL SIDING OR DOWN SPOUTS
DOWN CONDUCTORS ROUTED DOWN THE FACE OF THE1.
No 60201
R E
E
NI
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NE LANOI
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F
ESNECIL
N O
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OHCIN .C DI
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A M
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P L
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A T
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P L
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IM
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SCALE: NOT TO SCALE
[A
[P
[A
[A
[C1]
[P
[A
[P
[P
[C
[C
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[C
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[C
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[A
[C1]
[A
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[C
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[A
[C1]
[A
[P
[C
[P
[P
[C
[C
[P
[C
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[P
[C
[P
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[P
[C
[P
BYPASS FILTER CABLE BLOCK DIAGRAM
[P
[C
T
10CB01
[P33]
[P42A]
M
[P
J
[P
[P
[P
[P
[C
[P
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[P33]
[C4]
[P
GENERAL SHEET NOTES
10ECP210
P
IT
P
IT
F
IT
M B -F
E
M B -F
C V
M B -F
V
M B
F V
F
B W -F
V
F
B W -F
V
F
M B -F
V
F
M B -F
V
F
B S /F
T W -F
V
F
B S /F
T W -F
V
F
B S /F
T W -F
V
F
IT
M B -F
C V
M B -F
V
M B
F V
F
B W -F
V
F
B W -F
V
F
M B -F
V
F
M B -F
V
F
B S /F
T W -F
V
F
B S /F
T W -F
V
P
IT
M B -F
E
F
IT
M B -F
C V
M B -F
V
M B
F V
F
B W -F
V
F
B W -F
V
F
M B -F
V
F
M B -F
V
F
B S /F
T W -F
V
F
B S /F
T W -F
V
F
B S /F
T W -F
V
P
IT
M B -F
E
F
W -S
S H
A L P -F
V
A L P -F
V
A L P -F
V
A L P -F
V
A L P -F
V
A L P -F
V
40MCC0140LP-UPS01
10ECP210
10TXR01
A L P -B
L W
A
IR
S
C O
U R B
L O
W E
R
A L P -B
L W
A
IR
S
C O
U R B
L O
W E
R m
M D -1
E
F -1
H C
P -1
G U
H -1
C P -1
G W
H
A C
P
[P
P
A
M D -2
NUMBERS.
OF PROCESS & INSTRUMENTATION EQUIPMENT TAG
INSTRUMENTATION LEGENDS G-021 & G-022 FOR DESCRIPTION
SEE PROCESS MECHANICAL LEGEND G-017 AND2.
CONDUCTOR AND CONDUIT IDENTIFICATIONS.
ABBREVIATIONS, GENERAL NOTES AND CIRCUIT
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
10LP01-1/10LP01-2
10LP01-1/10LP01-2
[P
P
O E
RCDN AL
E-611
-E -6
.d g n
309 704
C A
B L E B
L O
C K D
IA
G R
A M
E L E
C T
R
IC
A L
B Y
P A
S S F
IL
T E
R B
U
IL
D
IN
NTS
12771944
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
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N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SCALE: NTS
BYPASS FILTER BUILDING PANEL SCHEDULES
GENERAL SHEET NOTES
NUMBERS.
OF PROCESS & INSTRUMENTATION EQUIPMENT TAG
INSTRUMENTATION LEGENDS G-021 & G-022 FOR DESCRIPTION
SEE PROCESS MECHANICAL LEGEND G-017 AND2.
ABBREVIATIONS AND GENERAL NOTES.
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
RCDN AP
E-612
-E -6
.d g n
310 704
P A
N E
L B
O A
R D S
C H
E D
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S
E L E
C T
R
IC
A L
B Y
P A
S S F
IL
T E
R B
U
IL
D
IN
NTS
12771945
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
STATE OF
No 60201
R E
E
NI
G
NE LANOI
S S
E F
O R
P
ADIROL
F
ESNECIL
N O
SL
OHCIN .C DI
V
10MB-FLT21003
BYPASS FILTER 3
MEMBRANE
10MB-FLT21002
BYPASS FILTER 2
MEMBRANE
10MB-FLT21001
BYPASS FILTER
MEMBRANE
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
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U N
E J
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
MA ALP
T-111
F
IL
E N
A M
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P -T -1
.d g n
B Y
P A
S S F
IL
T E
R B
U
IL
D
SCALE 1/4"=1'-0" 0 4' 8'2'
SHEET KEYNOTES
T E
L E
C O
M M
U N
IC
A T
IO
N S
P A
G
IN
G F
L O
O R P
L A
N
PAS
S
PAGING PLAN
1 2
JAS
N
311 704
12771946
1/4"=1'-0
INSTALLATION.
SPEAKER HEIGHT TO BE DETERMINED UPON2.
ABBREVIATION AND GENERAL NOTES.
SEE ELECTRICAL LEGENDS G-019 & G-020 FOR SYMBOLS,1.
SEE DWG T-631 FOR PAGING BLOCK DIAGRAM.2.
PA HANDSET, SEE A1/T-802 FOR MOUNTING.1.
RE
N
GI
S
E D
N
OI
T
UB
IR
TSI
D SNOITACINU
M M
O C
D E
R E
T
SI
GER
DDCR
James M. Adkison
Reg No. 192732R
Expires 12-31-22
V A
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IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
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M A
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-114
F
IL
E N
A M
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O T D
A T
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P L
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L O
T T
IM
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.d g n
S T
R U
C T
U R
A L
AS NOTED
GENERAL SHEET NOTES
NFOUNDATION PLAN
A2
S-314
A2
S-314
B A
C K
W A
S H W
A S
T E B
A S
IN
1'-2" 3'-0"22'-8"1'-2"3'-0"
25'-0"
1'-2" 1'-2"22'-8"
SCALE 1/4"=1'-0" 0 4' 8'2' SCALE 1/4"=1'-0" 0 4' 8'2'
TOP PLAN
A2
S-314
A2
S-314
C1
S-314
C1
S-314
C1
S-314
C1
S-314
F O
U N
D A
T
IO
N P
L A
N A
N D T
O P P
L A
N
3'-6"
S Q
6 3
WALL CJ D3/S-802 TYP OF 29.
CONC PIPE SUPPORT TYPE "B" A1/S-807 TYP8.
TOC LPT EL 30.437.
TOC EL PER CIVIL
COORDINATE LOCATION W/ ELEC
CONC EQPT PAD TYPE "H" A1/S-8056.
COORDINATE LOCATION W/ PROCESS MECH
INSTALL DAVIT CRANE PER MFR RECOMMENDATIONS 5.
AL RAILING A1/S-815 W/ TYPE "A" ANCHORAGE 4.
TOC EL 30.50 TYP UON3.
TOC EL 22.002.
TOC EL 19.001.
9 9
312 704
12771947
C1/S-804, AND C3/S-804.
LIMITS OF FOUNDATION PER A4/S-803,
AREA EXTENDING MINIMUM 5'-0" BEYOND
2. ENCASE PIPES BELOW FOUNDATION AND
DRAWINGS G-008 THROUGH G-012.
1. FOR GENERAL STRUCTURAL NOTES, SEE
B8 B7
EJA
No 76468
R E
E
NI
G
NE LANOI
S S
E
F O
R P
ADIROL
F
ESNECIL R
E
O
ME
KE
OK SREILLIVED OC
C
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
S-314
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
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P
L O
T D
A T
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L O
T T
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E P -S -3
.d g n
S T
R U
C T
U R
A L
AS NOTED
C K
W A
S H W
A S
T E B
A S
IN
S E
C T
IO
N S
C1
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
A2
SECTION
SCALE 3/8"=1'-0" 4'0 2' 8'
S-114
S-114
SEE DWG S-114
TOC EL VARIES
DWG S-114
TOC EL SEE
DWG S-114
TOC EL SEE
DWG S-114
TOC EL SEE
DWG S-114
#6@6" T&B9.
LAP8.
EMBEDMENT LENGTH TYP7.
3'-0" TYP6.
WALL BASE CJ W/ WATERSTOP C3/S-803 AND D4/S-802 TYP5.
#6@6" EF TYP4.
#5@6" TYP3.
#5@6" EF TYP2.
#5@6" T&B1.
313 704
12771948
DRAWINGS G-008 THROUGH…
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