PN402251_LIBBY_DAM_EMERGENCY_LIGHTING-COMPILATION-RTA.pdf
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- Emergency Lighting at Libby Dam Federal contract opportunity
- Solicitation number
- W912DW-17-B-0001
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LIBBY DAM EMERGENCY LIGHTING - COMPILATION
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| File | Type | Posted |
|---|---|---|
| B.01.01_-_ABSTRACT_17B0001.pdf | ||
| W912DW-17-B-0001-R0010.pdf | ||
| W912DW-17-B-0001-R0009.pdf | ||
| W912DW-17-B-0001-R0008.pdf | ||
| R0007_corrected.pdf | ||
| R0007.pdf | ||
| W912DW-17-B-0001-R0006.pdf | ||
| W912WDW-17-B-0001-R0005.pdf | ||
| W912DW-17-B-0001-R0004.pdf | ||
| W912DW-17-B-0001-R0003.pdf | ||
| W912DW-17-B-0001-R0002.pdf | ||
| W912DW-17-B-0001-R0001.pdf | ||
| PN402251_LIEL-18-REFERENCE_DRAWINGS-RTA.pdf | ||
| W912DW-17-B-0001.PDF |
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DATE AND TIME PLOTTED: 6/24/2016 DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\General\G-001 - TITLE, LOCATION AND VICINITY MAPS
P re p a re d b y
P ro je c t
M a n a g e r
R e v ie w e d b y
A p p ro v e d b y
F il e N o
S o li c it a ti o n N o
D a te of Engineers US Army Corps
VICINITY MAP
NOT TO SCALE
S u b m it te d b y
D a te
D a te
D a te
D a te
D a te
Seattle District
1 2 3 4 5
1 2 3 4 5
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IDENTIFICATION
SHEET
SEATTLE DISTRICT
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A REDUCED PRINT. REDUCE SCALE ACCORDINGLY.
IF SHEET MEASURES LESS THAN 22" X 34" IT IS
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KOOTENAI RIVER, MONTANA
POWERHOUSE EMERGENCY LIGHTING
T
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I D A H O
S D A K O T A
N D A K O T A
PROJECT
HELENA
BILLINGS
ANACONDA
GREAT FALLS
GREAT FALLS
MILES CITY
EUREKA
NATIONAL FOREST
FLATHEAD
NATIONAL FOREST
KOOTENAI
KALISPELL
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LIBBY DAM
R e c o m m e n d e d b y
C h ie f, D e s ig n B ra n c h
C h ie f, E n g in e e ri n g D iv
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C h ie f, M e c h /E le c tr ic a l S e c ti o n
S V
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OF ENGINEERS
U.S. ARMY CORPS
SHEET OF
J
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H A
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FY15 PN402251 LIBBY DAM
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REFERENCE DRAWING INDEXFY15 PN402251 LIEL DRAWING INDEX
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\General\G-002 - DRAWING INDEX
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OF ENGINEERS
U.S. ARMY CORPS
K O
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A-001
DETAIL TITLE
08520-12
A L
IG
N
ARCHITECTURAL LEGENDABBREVIATIONS
IN FEET AND INCHES.
ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS ARE INDICATED2.
3.
10.
6.
11.
7.
MATCH WITH OTHER PROJECT BUILDINGS OR EXISTING CONSTRUCTION.
MATCH REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM
SELECTION OF EXTERIOR MATERIALS SHALL FOLLOW COLOR AND PATTERN
13.
14.
15.
RESOLVED WELL IN ADVANCE OF ACTUAL CONSTRUCTION OCCURRING.
IMMEDIATELY. THE CONTRACTOR SHALL WORK TO HAVE ALL DISCREPANCIES
THEN THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER
DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS OR SPECIFICATION,
REQUIREMENTS FOR EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS
WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE
THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE
PROCEEDING WITH THE WORK.
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE
OFFICER WILL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE
REFERENCED STANDARDS AND THE GOVERNING CODES, THE CONTRACTING
IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,
NUMBER INDICATES DETAIL NO.
WALL TYPE DESIGNATOR
GRID BUBBLE
MATCHLINE
ROOM NAME
ROOM NUMBER
FINISHED ELEVATION
A FLUSH, COPLANAR SURFACE
FINISHES OR EQUIPMENT TO PROVIDE
FRAMING AND/OR SURFACE MATERIALS,
WHERE INDICATED, ADJUST ALIGNMENT OF
DETAIL IS DRAWN
PLATE NUMBER WHERE
CENTERLINE AND GRIDLINE
A-502
A-304
DIRECTION OF VIEW
LETTER INDICATES BUILDING SECTION
NUMBER INDICATES ELEV OR DETAIL
PLATE NUMBER WHERE
SECTION/DETAIL IS DRAWN
10B
A
XO OFFICE
ROOM CEILING HEIGHT
ACOUSTICAL
ARCHITECT (URAL)
AIR/MOISTURE
ALUMINUM
ACOUSTICAL TILE
ABOVE FINISHED FLOOR
ARCH.
ALUM.
A.F.F
AIB AIR INFILTRATION BARRIER
ACCESSIBLE
A/M
ABOVE / ANCHOR BOLTAB
ACC
ACOUST
ACT
09 29 50.A02
SPECIFICATION SECTION REFERENCE
SUFFIX MODIFIER (ITEM SPECIFIC)
BET. BETWEEN
BLOCKINGBLKG.
BD. BOARD
BOTTOMBOT.
BLDG. BUILDING
BRKT. BRACKET
BUR BUILT UP ROOF
CBU CEMENT BACKER UNIT
CG CORNER GUARD
CARPET (ED)
CAST IRON
CAST IN PLACE
CEILING
CL CLOSET
CT CERAMIC TILE
CMT
CTR
CLR.
COL.
COMP
CERAMIC MOSAIC TILE
CENTER
CLEAR (ANCE)
COLUMN
COMPENSATION
C.W. COMMERCIAL WASHER
C.P.C. CAST-IN-PLACE CONC.
CONTINUOUS OR CONTINUE
CONCRETE MASONRY UNIT
CORRIDORCORR.
CONCRETE
DRINKING FOUNTAIN
DRAWING
DOWNSPOUT
DOWN
DOUBLE
DOOR
DIMENSION
DIAMETER
DETAIL
DRYER (CLOTHES/DUPLEX)
DBL
EWC ELECTRIC WATER COOLER
AND FINISH SYSTEM
EXTERIOR INSULATIONEIFS
EXPANSION JOINT
EXPANDED POLYSTYRENEEPS
EXTERIOR
EXP. EXPOSED
EPT EXTERIOR PAINT
EXIST. EXISTING
EQUIPMENT
EQ. EQUAL
EL. ELEVATION
ELEC. ELECTRIC (AL)
E.S. EACH SIDE
EACH
FINISH GRADE
FLOOR DRAIN
FLOOR (ING)
FACE BRICK MODULAR
FACE OF CONCRETE
FEDERAL STANDARD
FINISH (ED)
FED STD
FACE OF BRICK
FACE OF STUD FRAMING
FIRE RETARDANT TREATED
FINISH FLOOR
FACE OF E.I.F.S.
FIBER REINFORCED PLASTIC
FIRE EXTINGUISHER CABINET
GYPSUM WALL BOARD
GRAB BAR
GRID LINE
GALVANIZED
GAGE, GAUGE
GL
GALV.
GB
GA.
GWB
HYDRAULICHYD
HELVETICA REGULAR
HORIZONTAL
HOLLOW METAL
HEIGHT
HELVETICA MEDIUMHELV MED
HELV REG
HORIZ.
HT.
HDPE HIGH DENSITY POLYETHYLENE
HARDWARE
INSULATIONINSUL.
IN LIEU OFILO
JOINT
JANITOR
JT.
J.
KITCHENKIT.
LONG LEG VERTICALLLV
LLH LONG LEG HORIZONTAL
MOISTURE RESISTANT
MISCELLANEOUS
MECHANIC (AL)
MATERIAL (S)
M.R.
METAL
MAXIMUM
MET.
MB
MO
MOISTURE BARRIER
MASONRY OPENING
MINIMUM
MIRROR GLAZING
MFR. MANUFACTURER
NOT TO SCALE
NOT IN CONTRACT
N.T.S.
N.I.C.
NO. NUMBER
ORIENTED STRAND BOARD
ON CENTER (S)
OPP. OPPOSITE
OSB
OPEN'G OPENING
OH OPPOSITE HAND
OVER ALL
OBS OBSCURE (GLAZING)
PLASTIC LAMINATE
POLE AND SHELF
PLYWD.
P. LAM.
PT.
PTD/WR
P & S
PLYWOOD
PAINT
PR PAIR
P.T. PRESSURE TREATED
ROUGH OPENING
REVISION (S), REVISED
RESILIENT BASE
RM.
RO
R.D.
REV.
R.
ROOM
ROOF DRAIN
RISER
REF.
REFER.
RES.
R.B.
REQ'D
REC
REFERENCE
RESILIENT
REQUIRED
RECESSED
REFRIGERATOR
RCP REFLECTED CEILING PLAN
RCM RECOMMENDATIONS
SCD SEAT COVER DISPENSER
SOAP DISPENSER
SCWD
SD
SIMILIAR
SB
SCR SHOWER CURTAIN ROD
SH SOAP HOLDER
SGR SOAP/GRAB BAR COMBO
SIS SUSTAINABILITY INFO SIGN
STANDARD WEIGHT
STRUCTURAL
STAINLESS STEEL
SPECIFICATION (S)
SQUARE FEET
STD WT
STOR.
SUSP.
STRUCT.
STORAGE
SUSPENDED
STEEL
SND
SNTD
SQUARE
SL SHAFT LID
ST.
SS
SANITARY NAPKIN DISPOSER
STR STAIR
SMHD SHELF METAL HEAVY DUTY
TOILET TISSUE DISPENSER
TYP.
TSCD
T.O.
TTD
TYPICAL
TOP OF
T & G
TB
T. TREAD
TOWEL BAR
TONGUE AND GROOVE
TOILET SEAT COVER DISPENSER
T.P. TOWEL PIN
THK
TD
THICKNESS
TRENCH DRAIN
TS TUBE STEEL
UNLESS NOTED OTHERWISEUNO
UTIL. UTILITY
VINYL COMPOSITION TILE
VAPOR RETARDER
VEST.
V.C.T.
VERT.
V.R.
VESTIBULE
VERTICAL
WATER RESISTANTWR
WD. WOOD
W/
W.
WITH
WOMEN OR WASHING MACHINE
WP
WELDED WIRE MESH
WATER PROOFING
WWM
WNDW WINDOW
W/D WASHER/DRYER
L
ANGLE
AND
AT
E.J.
EXP.JT. EXPANSION JOINT
CPT.
HDWR
HW HARDWARE
H.M.
MAT.
MAX.
MECH.
MG
MIN.
MISC.
O.A.
O.C.
PAPER TOWEL DISPENSER &
WASTE RECEPTACLE
C.I.
C.I.P.
CLG.
CONC.
CONT.
D.
DET.
D.F.
DIA.
DIM.
DN.
DR.
DS.
DWG.
EA.
EQUIP.
EXT.
FIN
FLR
S.F.
SIM.
SPEC.
SQ.
A-204
ELEVATION IS DRAWN
PLATE NUMBER WHERE
ELEVATION DRAWING NUMBER
EL.= 0'-0"
FIN. FLOOR SURFACE DESCRIPTION
DIRECTION OF VIEW
USE ONLY
NUMBERS FOR GOVERNMENT
DETAIL LIBRARY REFERENCE
CLG:9'-0"
1.
4.
5.
8.
AS IF NOTED IN FULL.
NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED
COMPLETELY PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES
REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE
OTHERWISE NOTED.
FLASHING COLOR SHALL MATCH ADJACENT WALL COLOR UNLESS
CONTRACTOR INSTALLED
GOVERNMENT FURNISHED
BY GOVERNMENT
FURNISHED/INSTALLED
AND TAMPON DISPENSER
SANITARY NAPKIN
SPLASHBLOCK
SOLID CORE WOOD DOOR
CMU
A-113
ELEVATION IS DRAWN
PLATE NUMBER WHERE
INTERIOR ELEVATION DRAWING NUMBER
DIRECTION OF VIEW
G.F.C.I.
G.F.G.I.
C.F.C.I.
CONTRACTOR INSTALLED
CONTRACTOR FURNISHED
1 SHEET KEYNOTE
REFERENCE KEYNOTE
WINDOW MARK
LOUVER MARK
W2
VTR VENT THROUGH ROOF
LV3
PEMB PRE ENGINEERED METAL BUILDING
ADM ADMINISTRATION BUILDING
CHS COVERED HARDSTAND
LAWNMOWER STORAGE BUILDINGLSB
READINESS BUILDINGRDS
FEC
FOB
FOC
FOE
FOS
FRP
FRT
FBM
FD
FF
FG
SEE WALL TYPES SCHEDULE, SHT A-601
LOUVER SCHEDULES, SHT A-607
SEE WINDOW AND
SEE DOOR SCHEDULE, SHTS A-604 - A-606
DOOR MARK
FEB FIRE EXTINGUISHER BRACKET
NOTED OTHERWISE.
DIMENSIONS ARE DRAWN TO THE FACE OF CONCRETE, UNLESS
OF MATERIALS IS REQUIRED FOR ACCEPTABLE APPEARANCE.
ADJACENT FINISHED CONDITION. COR SHALL DETERMINE WHEN REPLACEMENT
REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH
WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED WOOD.
INSTALLATION OF WORK.
CONTRACTOR SHALL TRIM ITEMS TO FIT AND OTHERWISE ENSURE PROPER
CONSTRUCTION WITHIN SPECIFIED TOLERANCES AND DIMENSIONS.
METAL OR OTHER AS PERMITTED BY IBC AND ROOF MFR.) AS REQUIRED TO BRING
CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (WOOD,
THESE NOTES AND OTHER DRAWING INFORMATION.
REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS
9.
TO SIMILAR WORK THROUGHOUT THE PROJECT UNLESS NOTED OTHERWISE.
TO SHOW EVERY DETAIL OF THE WORK. DETAILS NOTED "TYPICAL" APPLY
CHARACTER AND EXTENT OF THE PROJECT. THEY ARE NOT INTENDED
ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL
NONSTRUCTURAL ITEMS.
DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, CURBS, DRAINS,
ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT
OF CONSTRUCTION AND JOB RELATED SAFETY STANDARDS.
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS
12.
WORK.
ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE
DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE
FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE
THE CONTRACTOR SHALL VERIFY DIMENSIONS, EXISTING UTILITIES,
16.
THE MOST CONSERVATIVE REQUIREMENT SHALL GOVERN.
3-600-01. WHERE CONFLICTS OCCUR BETWEEN THESE DOCUMENTS,
WORK SHALL COMPLY WITH IBC 2012, NFPA 101 (2012), AND UFC
GENERAL ARCHITECTURAL NOTES
A R
C H
IT
E C
T U
R A
L A
B B
R E
V
IA
T
IO
N S
S Y
M B
O L S A
N D G
E N
E R
A L N
O T
E S
M A
T E
T
IC
H
S O
U T
H E
R L
IN
H A
L E
SEE SPECIFICATIONS
FIRE EXTINGUISHER BRACKETFEB
F
IL
E N
A M
E
D W
N B
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C K
D B
Y
D E
S
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D B
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D A
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IDENTIFICATION
SHEET
D A
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A P
P R
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M Y C
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P S O
F E
N G
IN
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A T
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W A
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IN
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Architectural\A-001 - ARCHITECTURAL ABBREVIATIONS, SYMBOLS AND GENERAL NOTES
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F Y P
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B Y D
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OF ENGINEERS
U.S. ARMY CORPS
K O
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A I
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IV
E R
M O
N T
A N
A
P O
W E
R H
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M E
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C Y L
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G J
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A-002
M A
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IF
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A F
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N O
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N D L
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D
Section 506
503 and
IBC Table
IBC Chapter 6
NFPA 2001 Standard on Clean Agent Fire Extinguishing Systems, 2012
NFPA 851 Recommended Practice for Fire Protection for Hydroelectric Generating Plants, 2010
NFPA 850 Fire Protection of Electric Generating Plants, 2010
NFPA 750 Standard on Water Mist Fire Protection Systems, 2010
NFPA 170 Standard for Fire Safety and Emergency Symbols, 2012
NFPA 101 Life Safety Code, 2012
NFPA 92 Standard for Smoke Control Systems, 2012
NFPA 90A Installation of AC and Vent Systems, 2012
NFPA 80 Standard for Fire Doors and Other Opening Protectives, 2013
NFPA 72 Fire Alarm Code, 2013
NFPA 70 National Electrical Code, 2014
NFPA 75 Standard for the Fire Protection of Information Technology Equipment, 2013
NFPA 51B Standard for Fire Prevention During Welding, Cutting, and other Hot Work, 2014
NFPA 30A Code for Motor Fuel Dispensing Facilities and Repair Garages, 2012
NFPA 30 Flammable and Combustible Liquids Code, 2012
NFPA 14 Standard for the Installation of Standpipe and Hose Systems, 2013
NFPA 13 Wet Pipe Sprinkler Standard, 2013
NFPA 12 Standard for the Installation of Carbon Dioxide Fire Extinguishing Systems, 2011
NFPA 10 Standard for Portable Fire Extinguisher, 2013
NFPA 1 Uniform Fire Code, 2012
CONSTRUCTION
TYPE OF
AND CRITERIA
CODES
GOVERNING
ASHRAE 62.1 Ventilation for Acceptable Indoor Air Quality, 2010
IBC International Building Code, 2012
Edition, 2011th IESNA The Lighting Handbook, 10
EM 1110-2-4205 Hydroelectric Power Plants-Mechanical Design, 1995-06-30
ETL 1110-2-311 Fire Protection ––Hydroelectric Power Plants, 1988-02-29 UFC 4-021-01 Design and O&M: Mass Notification Systems, 2010-01
UFC 3-600-01 Fire Protection Engineering for Facilities, 2013-03-01
UFC 1-200-01 General Building Requirements, 2013-07-01
GROUP
OCCUPANCY
USE NOTES
3-600-01 take precedence.
requirements. However, if there are any conflicts between IBC Chapter 3 and UFC 3-600-01, the requirements of UFC resistance requirements, building height limitations, allowable floor area, and building separation distance
UFC 3-600-01 requires that IBC be used for determining the occupancy classification of a building, as well as fire
F-1
Section 306, IBC Chapter 3, Moderate Hazard Factory/Industrial
NFPA 851
characterized by a relatively low density of employee population, with much of the area occupied by machinery or equipment.
Ordinary and low hazard operations are conducted in buildings designed for, and suitable only for, particular types of operations, Special-Purpose Industrial
Limited Access Structure Section 3.3.271.3
NFPA 101,
permitted to be considered as part of the predominant occupancy.
transverses another occupancy, the facility shall be treated as a mixed occupancy. Incidental occupancy areas are
A structure that is lacking emergency openings. Under NFPA 101, Section 6, where exit access from one occupancy
1B of noncombustible materials, except as permitted in Section 603 and elsewhere in this code.”
“Types I and II construction are those types of construction in which the building elements listed in Table 601 are Type 1 rated buildings as follows:
Type 1B construction and is generally a monolithic, reinforced concrete structure. IBC Section 602.2 defines the IBC requirements.
total elevation from the Unwatering Gallery (Elevation 2068.0) to top of structure (Elevation 2215.80) is 147.8 feet, which meets
Business (B) type occupancy of the Powerhouse can also be unlimited in area and 160 feet or 11 stories tall. The existing facility
Occupancy allows an F-1 facility to be unlimited in area. The F-1 occupancy can also be 160 feet in height or 11 stories. The
AREA LIMITATION UNLIMITIED
REQUIREMENTS
FIRE RESISTIVE
is used.
requirements, IBC other fire resistive partitions. For non-bearing requirements of resistive determine fire
101 be used to requires that NFPA
UFC 3-600-01
AND 602
IBC Table 601 Structural Frame 2-hour
Exterior Walls 2-hour
AND 602
IBC Table 601
Interior Walls
AND 602
IBC Table 601 2-hour partitions
Interior non-bearing 0-hour (per NFPA 101 when not used for occupancy separation)NFPA 101
Floors and floor-ceilings 2-hour
AND 602
IBC Table 601
AND 602
IBC Table 601 0-hourRoofs and roof-ceilings
DISTANCE
TRAVEL NFPA 101
EGRESS CAPACITY
Stairways
Tbl. 7.3.3.1
NFPA 7.3.3
APPENDIX G/
AR 190-11
Tbl. 7.3.3.1
NFPA 7.3.3
0.2"/person
0.3"/person
(Width per person)
Components
Level
Paragraph 40.3.5 does not require fire extinguishing for this occupancy.
Chapter 40, determines the fire extinguishing requirements for Industrial occupancies. NFPA 101
NFPA 851
control rooms, communications rooms, and computer rooms.
Recommends sprinkler systems in offices, storage rooms, shops, air compressor rooms, Paragraph 4-2.2
UFC 3-600-01,
automatic sprinkler protection.
Requires all new or renovated DOD facilities to have
Equipment
Extinguishing and Other
Automatic Sprinklers and Additional Exits
Modifications of Stairs NFPA 101
All penetrations limited to only those serving the stairways.
Openings limited to normally occupied spaces. (This item may be unfeasible in this situation.)
Increase the width of the stairways to a minimum of 36 inches.
Make the necessary modifications for the stairways to discharge into the public way.
Enclose the stairways with a separation stated above for vertical opening protection.
requirements of an “Exit”per NFPA 101, Paragraph 7.1.3.2, with relevant criteria listed below:
Satisfying the travel distance requirements of NFPA 101 will require the existing vertical stairways to be modified to meet the the stairwells exceed three stories, which would require 2-hour separation.
Satisfying the vertical opening requirements of NFPA 101 will require enclosing the stairs with one-hour fire barrier walls, unless do not comply with the requirements outlined in NFPA 101, Table 7.2.2.2.1.1(b) for “Existing Stairs.”
101, Section 8.6. Lastly, the existing vertical stairways are approximately 34 inches wide, as measured during the inspection, and requires any vertical opening connecting more than two floors in an Industrial occupancy to be protected in accordance with NFPA required by NFPA 101, Section 8.6. This can lead to the spread of smoke throughout the facility. NFPA 101, Paragraph 40.3.1(2),
7.1.3.2. Furthermore, the existing stairways which connect more than two floors violate the vertical opening requirements, as
The existing vertical stairways in the Powerhouse are not enclosed and do not meet “Exit”requirements of NFPA 101, Paragraph paths, as measured from various points within the Powerhouse to the exit discharge doors on the main level, exceed this limit.
The maximum travel distance allowed per NFPA 101, Table 40.2.6, is 300 feet in an Industrial occupancy. The existing travel
Walls (and Floors)
Penetrations of Rated be periodically tested and maintained to ensure proper operation.
90A but not provided, new duct smoke detectors installed. It is recommended that the existing passive T-bar roof ventilation system
90A throughout the Powerhouse. In addition, all existing duct smoke detectors should be inspected, and where required by NFPA containment were not observed during the inspection. Thus, fire and smoke dampers should be provided in accordance with NFPA
Powerhouse in the event of a fire. Duct smoke detection or fire/smoke dampers separating the facility into logical blocks of smoke and relief openings in the ““T-Bar roof ventilation system””of the Generator Floor designed to passively push smoke out of the intake dampers conditioning (HVAC) system was not conducted during the site visit. The Powerhouse is equipped with outside air have a damper that meets the rating requirements of the floor assembly. A thorough inspection of the heating, ventilating, and air where ducts pass thru a wall or partition having a fire resistance rating requirement of 2 hours or more. Floor penetrations shall
101, Life Safety Code. NFPA 90A, Section 5.3, defines the requirements for fire and smoke dampers. Fire dampers are required
Fire stopping of penetrations through rated walls, and floors, is required by NFPA in accordance with these requirements. It should be noted that specific non-compliance areas were not found during the inspection.
Any such penetrations throughout the facilities shall be fire stopped partitions shall comply with Sections 714.3.1 through 714.3.3.”
“Penetrations into or through fire walls, fire barriers, smoke barrier walls, and fire IBC Section 714 defines the requirements for fire rated penetrations as follows:
Containment
Pressurization /
Elevator Shaft exhaust fan per IBC Chapter 30.
tall elevator hoist way, either create elevator lobbies or install a hoist way pressurization system. Also, install an elevator shaft building is fully sprinklered or the hoist way is pressurized. So to meet USACE criteria in this non-sprinklered powerhouse with the compliance with Chapter 7 for shafts. Chapter 7 requires elevator lobbies, if the elevator serves more than 3 stories, unless the require compliance with each other. UFC 1-200- 01 requires compliance with IBC Chapter 30 for elevators. Chapter 30 requires required by UFC 1 200-01 and IBC, could not be verified, none is believed to be present. UFC 1-200-01, and UFC 3-600-01, equipment rooms. The elevator shafts were encased in concrete. While a ventilation fan serving each elevator shaft, which is
There are two hydraulic elevators located in the East and West ends of the Powerhouse with their own respective elevator
INDUSTRIAL, GENERAL ----------------------50
DEAD END CORRIDORS (FT):
INDUSTRIAL, GENERAL -----------------------50
COMMON PATH OF TRAVEL (FT):
INDUSTRIAL, GENERAL ------------------------250
TRAVEL DISTANCE (FT):
CORRIDORS (6.1.14.3.2)
MIXED OCCUPANCY, MOST RESTRICTIVE APPLIES IN
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17'-3"
A-007 A-008
OVERALL PLAN EL.2119: PIPE GALLERY LEVEL
OVERALL PLAN EL.2100: PENSTOCK GALLERY LEVEL
A-005 A-006
0 25'25'50'75'100' 15' 20'10'5'
SCALE: 1''= 25'-0"
SCALE: 1" = 25'-0"
SCALE: 1" = 25'-0"
EGRESS DISTANCE: 34'-0"
E
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0 25'25'50'75'100' 15' 20'10'5'
SCALE: 1''= 25'-0"
OVERALL PLAN EL.2131.50
OVERALL PLAN EL.2148: MAIN ENTRY LEVEL
OVERALL PLAN EL.2170.5: MEZZANINE LEVEL 1
A-013
A-013
A-011
A-012
A-009
A-010SCALE: 1" = 25'-0"
SCALE: 1" = 25'-0"
SCALE: 1" = 25'-0"
EXIT PASSAGEWAY
A-005
S O
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A F
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B
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SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
A-003
EL.2100: PENSTOCK GALLERY PLAN @ MONOLITHS 19 - 23
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UNIT 463'-0"63'-0"63'-0"63'-6" UNIT 463'-0"63'-0"63'-0"63'-6"
46'-3" 63'-0" 63'-0" 63'-0" MONO. 23
L
UNIT 1 UNIT 2ERECTION BAY
MONO. 19 MONO. 20 MONO. 21 MONO. 22
EL.2100.00
PENSTOCK GALLERY
T-1
C L
T-2
C L
T-3
C L
T-4
C
UNIT 3
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
17'-3"
UNIT 1 UNIT 2 UNIT 3 UNIT 4
EGRESS DISTANCE: 379'-6" EGRESS DISTANCE: 400'-0"
"2
1EGRESS DISTANCE: 193'-10
ROOM
MACHINERY
ELEVATOR
S T
A .2
EL.2094.0
EL.2094.0
(TYP) EL.2100.0
BULKHEAD SLOTS
DRAFT TUBE
S T
A .7
ENCLOSURE
SHAFT
ELEVATOR
EL.2100.0
UP
UP
EL.2104.0
PLATFORM
A-006
S O
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B
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LC
T-5
M A
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H A
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LC
T-6
LC
T-7
LC
T-8
MONO. 23
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
2 EL.2100: PENSTOCK GALLERY PLAN @ MONOLITHS 23-28
A-003
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UNIT 5 BAY 6 BAY 7 BAY 8
22'-6"63'-0"63'-0"63'-0"63'-0"
MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
UNIT 4 UNIT 5 BAY 6
EL.2100.00
PENSTOCK GALLERY
BAY 7 BAY 8
68'-3"63'-0"63'-0"63'-0"
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
EL.2100.0 EL.2100.0
S T
A .5
ROOM
MACH.
ELEV.
EL.2107.0 EL.2107.0 EL.2107.0
UP
UNIT 4
A-007
S O
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B
A Y
S -4
L
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SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
1 EL.2119 @ BAYS 1-4 PLAN
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UNIT 1 UNIT 2 UNIT 3 UNIT 4
MONO. 19 MONO. 20 MONO. 21 MONO. 22 MONO. 23
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
EGRESS DISTANCE: 34'-0"
E
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HATCH
EL.2114.0
OIL STORAGE ROOM
EL.2112.5
ROOM
PURIFICATION
OIL
SHOP
FITTING
PIPE
EL.2114.0
LAGOON
TREATMENT
SEWAGE
S T
A .7
P
IE
R S -1
EL.2114.0
DECK
ELEVATOR
C O
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IN
T C
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IN
E T -1
EL.2108.75
PIPE GALLERY EL.2119.0
TO EL.2114
SLOPE EL.2119
E L .2
.0
E L .2
.0
UP
DN
ELEV.
ROOM
STORAGE
E L .2
.0
E L .2
.0
E L .2
.0
DN
A-008
S O
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H E
R L
IN
E L .2
B
A Y
S -8
L
IF
E S
A F
E T
Y P
L A
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M A
T E
T
UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
H A
L E
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
1 EL.2119 @ BAYS 5-8 PLAN
F
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U.S. ARMY CORPS
K O
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M O
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EL.2110.0 EL.2110.0 EL.2110.0
S T
A .2
EL.2100.0
EL.2076.0
PIPE GALLERY EL.2119.0
UP
E L .2
.0
E L .2
.0
UP
EL.2107.00 EL.2107.00EL.2107.00
PIPE GALLERY EL.2119.0
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
A-009
S O
U T
H E
R L
IN
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
L
IF
E S
A F
E T
Y P
L A
N
EL.2131.5 @ BAYS 1-4 PLAN
E L .2
.5 B
A Y
S -4
M A
T E
T
L E
A-004
F
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D W
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U.S. ARMY CORPS
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M O
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A N
A
P O
W E
R H
O U
S E E
M E
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C Y L
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IN
G J
U N
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(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
FEB
EXTINGUISHER BRACKET
NEW FIRE
EL.2131.5
EL.2131.5
EL.2131.5
WELDING SHOP
MAINTENANCE SHOP
UNIT 1 UNIT 2 UNIT 3 UNIT 4
VISITORS PASSAGEWAY
EL.2131.5
FEB
FEB
EL.2131.5
ELECTRICAL EQUIPMENT
A-010
S O
U T
H E
R L
IN
L
IF
E S
A F
E T
Y P
L A
N
E L .2
.5 B
A Y
S -8
M A
T E
T
L E
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
EL.2131.5 @ BAYS 5-8 PLAN1
A-004
F
IL
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D W
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C K
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D B
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D E
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2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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IDENTIFICATION
SHEET
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P O
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G J
U N
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UNIT 4 UNIT 5
BAY 6 BAY 7 BAY 8
STORAGE AREA
EL.2131.5
EL.2131.5
VISITORS PASSAGEWAY
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
EXIT PASSAGEWAY
EL.2110.00
AIR REC.
BRAKE
COMP
GOV. AIR
C Q
SU4
SU5
DRYER
AIR
COMP #2
AIR
COMP #1
AIR
SQ3 SUBSTATION
PT & SURGE EQUIP.PT & SURGE EQUIP.
SU6
EL.2131.25
EL.2131.25
DN
DN
EL.2131.50
EL.2110.00 EL.2110.00
EL.2107.00 EL.2107.00 EL.2107.00
UP
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
EL.2131.50
ELEV.
A-011
S O
U T
H E
R L
IN
E L .2
B
A Y
S -4
L
IF
E S
A F
E T
Y P
L A
N
M A
T E
T
L E
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
1 EL.2148 @ BAYS 1-4 PLAN
A-004
F
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D W
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C K
D B
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D E
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A
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U.S. ARMY CORPS
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MONO. 19 MONO. 20 MONO. 21 MONO. 22 MONO. 23
ERECTION AREA
EL.2148
OPEN TO BELOW
EL.2131.5
VISITORS VIEWPONT
GENERATORSCL
UNIT 1 UNIT 3 UNIT 3 UNIT 4
CONCRETE LOW WALL
EL.2148
ROADWAY
EXISTING CONTROL ROOM
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
(NFPA)
EGRESS PATH
FEB
EXTINGUISHER BRACKET
NEW FIRE
FEB
FEB
A-012
S O
U T
H E
R L
IN
E L .2
B
A Y
S -8
L
IF
E S
A F
E T
Y P
L A
N
M A
T E
T
UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
OPEN TO BELOW
EL.2131.5
VISITORS VIEWPOINT
E N
D W
A L L D
E C
K E
L .2
TO DAM
VISITORS ENTRANCE
TO POWERHOUSE
VISITORS ENTRANCE
EL.2148
DOWNSTREAM DECK
H A
L E
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
1 EL.2148 @ BAYS 5-8 PLAN
A-004
F
IL
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A M
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D W
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C K
D B
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D E
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D B
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2 3
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A
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IDENTIFICATION
SHEET
D A
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A P
P R
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M Y C
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P S O
F E
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F Y P
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B Y D
A M
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U.S. ARMY CORPS
K O
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IV
E R
M O
N T
A N
A
P O
W E
R H
O U
S E E
M E
R G
E N
C Y L
IG
H T
IN
G J
U N
E
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
A-013
S O
U T
H E
R L
IN
L
IF
E S
A F
E T
Y P
L A
N
E L .2
.5 B
A Y
S -8
M A
T E
T
L E
SCALE: 1" = 10'-0"
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
EL.2170.5 @ BAYS 5-8 PLAN2
SCALE: 1" = 10'-0"
EL.2170.5 @ BAYS 1-4 PLAN1
A-004
A-004
F
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IDENTIFICATION
SHEET
D A
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U.S. ARMY CORPS
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M O
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A N
A
P O
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R H
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M E
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C Y L
IG
H T
IN
G J
U N
E
MONO. 19 MONO. 20 MONO. 21 MONO. 22 MONO. 23
(NFPA, IBC)
FIRE PROTECTION
FIRE BARRIER WALL
2 HOUR RATED
FIRE RATED DOOR
1.5 HOUR
(NFPA, IBC)
OCCUPANCY CLASS
- NFPA 101
SPECIAL PURPOSE
A-101
S O
U T
H E
R L
IN
P O
W E
R H
O U
S E O
V E
R A
L L P
L A
N S
M A
T E
T
IC
H
E L .2
E
L .2
L E
F
IL
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D W
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SHEET
D A
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68'-3"63'-0"63'-0"63'-0"63'-0"63'-0"63'-0"63'-0"63'-6"
576'-6"
46'-3" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 26'-3"
46'-3" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 26'-3"
63'-6" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 68'-3"
576'-6"
0 25'25'50'75'100' 15' 20'10'5'
SCALE: 1''= 25'-0"
SCALE: 1" = 25'-0"
OVERALL PLAN EL.2114: PIPE GALLERY LEVEL
SCALE: 1" = 25'-0"
OVERALL PLAN EL.2100: PENSTOCK GALLERY LEVEL
A-103
A-104
A-105
A-106
BAY 8BAY 7BAY 6UNIT 5UNIT 1
A X
IS
O
F D
A M
T O
UNIT 2 UNIT 3 UNIT 4
MONO. 20
UNIT 1
MONO. 19 MONO. 21 MONO. 22 MONO. 23 MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
UNIT 5UNIT 2 UNIT 3 UNIT 4 BAY 6 BAY 7 BAY 8
A X
IS
O
F D
A M
T O
S T
A .5
T -9
TYP.
S T
A .7
S T
A .5
T -9
PIPE GALLERY EL.2119.0
MONO. 20MONO. 19 MONO. 21 MONO. 22 MONO. 23 MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
EL.2100.0
EL.2100.0
(BELOW)
GALLERY
PENSTOCK
L A
G O
O N
T R
E A
T M
E
W A
G
ROOM
OIL STORAGE
EL.2114.0
EL.2112.5
T-1CL T-2CL T-3CL T-4CL T-5CL T-6CL T-7CL T-8CL
T-1CL T-2CL T-3CL T-4CL T-5CL T-6CL T-7CL T-8CL
LC
GENERATORS
LC
GENERATORS
EL.2100.0
GALLERY
PENSTOCK
A-102
O
U T
H E
R L
IN
P O
W E
R H
O U
S E O
V E
R A
L L P
L A
N S
E L .2
.5 E
L .2
E
L .2
.5
M A
T E
T
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F
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D W
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C K
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IDENTIFICATION
SHEET
D A
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U .S
A R
M Y C
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P S O
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W A
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G T
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U.S. ARMY CORPS
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P O
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E
N
63'-6" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 63'-0" 72'-0"
576'-6"
26'-3"63'-0"63'-0"63'-0"63'-0"63'-0"63'-0"63'-0"63'-0"46'-3"
576'-6"
SCALE: 1" = 25'-0"
0 25'25'50'75'100' 15' 20'10'5'
SCALE: 1''= 25'-0"
OVERALL PLAN EL.2170.5: MEZZANINE LEVEL
SCALE: 1" = 25'-0"
SCALE: 1" = 25'-0"
OVERALL PLAN EL.2148: MAIN ENTRY LEVEL
OVERALL PLAN EL.2131.50 1
A-107
A-108
A-109
A-110
A-111
A-111
UNIT 1
MONO. 20 MONO. 21 MONO. 22 MONO. 23 MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28MONO. 19
UNIT 1
MONO. 19 MONO. 20 MONO. 21 MONO. 22 MONO. 23 MONO. 24 MONO. 25 MONO. 26 MONO. 27
MONO. 28
MEZZANINE EL.2170.5
A X
IS
O
F D
A M
O
BAY 8BAY 7BAY 6UNIT 5UNIT 4UNIT 2
UNIT 2 UNIT 3 UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
IS
O
F D
A M
EL.2148.00
ROADWAY
EL.2131.50
UNIT 3
T-1CL
T -9
EL.2131.5
EL.2131.5
WELDING SHOP
ELECTRICAL EQUIPMENT
MAINTENANCE SHOP
EL.2131.5
VISITORS PASSAGEWAY
EL.2131.5
VISITORS PASSAGEWAY
EL.2131.5
EL.2131.5
STORAGE AREA
T-2CL T-3CL T-4CL T-5CL T-6CL T-7CL T-8CL
VIEWPOINT
VISITORS
V
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EL.2148.00
EL.2148.00
TO DAM
ENTRANCE
VISITORS
POWERHOUSE
ENTRANCE TO
VISITORS
OPEN TO BELOWOPEN TO BELOW
EL.2131.50
ERECTION AREA
EL.2148.00
DOWNSTREAM DECK
UPSTREAM DECK
E N
D W
A L L D
E C
K E
L .2
.0
CONCRETE LOW WALL
CL
GENERATORS
S T
A .7
MONO. 19 MONO. 20 MONO. 21 MONO. 22 MONO. 23 MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
A-103
O
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H E
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IN
SCALE: 1" = 10'-0"
LEGEND
DEMO
NEW WALL
A-101
M A
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P
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EL.2100: PENSTOCK GALLERY PLAN @ MONOLITHS 19 - 23
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SCALE: 1''= 10'-0"
15'10'20'
MONO. 19 MONO. 20 MONO. 21 MONO. 22
A-401
ROOM
MACHINERY
ELEVATOR
UNIT 1 UNIT 2 UNIT 3ERECTION BAY
E L .2
.0
E L .2
.0
E L .2
.0
E L .2
.0
E L .2
.0
EL.2100.00
PENSTOCK GALLERY
UNIT 1 UNIT 2 UNIT 3 UNIT 4
(TYP) EL.2100
BULKHEAD SLOTS
DRAFT TUBE
NEW WALL
S T
A .2
S T
A .7
P
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UP
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GENERATORS
CENTERLINE OF
LC T-1 LC T-2 LC T-3 LC T-4
DITCH
(E) DRAINAGE
DITCH
(E) DRAINAGE
NEW DOOR
CONTACT TANK
(E) CHLORINE
HOLDING TANK
(E) EFFLEUNT
SPECIFICATION
STAIRS, SEE
ACCESS
NEW METAL
ABOVE
(E) PENSTOCK
ABOVE
(E) PENSTOCKABOVE
(E) PENSTOCK
ABOVE
(E) PENSTOCK
ABOVE
PLATFORM
(E) ELEVATOR
ENCLOSURE
SHAFT
ELEVATOR
A-104
O
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LEGEND
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NEW WALL
SCALE: 1" = 10'-0"
A-101
M A
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-2
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P
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EL.2100: PENSTOCK GALLERY PLAN @ MONOLITHS 23-28
A
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IDENTIFICATION
SHEET
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P S O
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BAY 6 BAY 6 BAY 6UNIT 4 UNIT 5
EL.2107 EL.2107 EL.2107
EL.2100 EL.2100
EL.2108
EL.2100
UP
ROOM
MACHINERY
ELEVATOR
MONO. 28MONO. 27MONO. 26MONO. 25MONO. 24
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
NEW WALL
NEW DOOR
EL.2100.00
PENSTOCK GALLERY
E L .2
.0
E L .2
.0
E L .2
.0
E L .2
.0
E L .2
.0
GENERATORS
CENTERLINE OF
LC T-5 LC T-6 LC T-7 LC T-8
T -9
UNIT 5 BAY 6 BAY 7 BAY 8
A-401
ENCLOSURE
SHAFT
ELEVATOR
DITCH, TYP.
(E) DRAINAGE
DITCH, TYP.
(E) DRAINAGE
ABOVE
(E) PENSTOCK
ABOVE
PENSTOCK
(E) END OF
ABOVE
PENSTOCK
(E) END OF
ABOVE
(E) END OF
A-105
O
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H E
R L
IN
LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
A-101
M A
T E
T
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H
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-2
E L .2
P
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EL.2119: PIPE GALLERY PLAN @ MONOLITHS 19 - 23
L E
F
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A M
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D W
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C K
D B
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D E
S
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D A
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IDENTIFICATION
SHEET
D A
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A P
P R
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U.S. ARMY CORPS
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(TYP) EL.2100
BULKHEAD SLOTS
DRAFT TUBE
TO EL.2114
SLOPE EL.2119
EL.2114
ELEVATOR DECKEL.2108.75
UNIT 1 UNIT 2 UNIT 3 UNIT 4
A-402
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
UNIT 1ERECTION BAY UNIT 2 UNIT 3
T-4CLCLT-3T-2CLCLT-1
GENERATORS
CENTERLINE OF
EL.2100.00
PENSTOCK GALLERY
(BELOW)
EL.2112.5
OIL STORAGE ROOM
EL.2114
SHOP
PIPE FITTING
EL.2114
ROOM
OIL PURIFICATION
EL.2119
PIPE GALLERY
ELEV.
(T Y
P
(TYP)
EL.2114
ROOM
STORAGE
UP
DN
NEW DOOR
NEW WALLS
(E) PENSTOCK(E) PENSTOCK(E) PENSTOCK(E) PENSTOCK
STAIR, SEE SPECIFICATION
NEW METAL ACCESS
(TYP)
A-106
S O
U T
H E
R L
IN
UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
EL.2100
EL.2076
EL.2107
UP
EL.2108.7
S T
A .2
LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
A-101
UNIT 5 BAY 6 BAY 7 BAY 8
LC T-5 LC T-6 LC T-7 LC T-8
UP
GENERATORS
CENTERLINE OF
EL.2110 EL.2110 EL.2110
EL.2107 EL.2107
@ EL.2118
PENSTOCK
LC
S T
A .5
M A
T E
T
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H
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-2
E L .2
P
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EL.2119: PIPE GALLERY PLAN @ MONOLITHS 23-28
A
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F
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A M
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D W
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D B
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A
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D B
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D A
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IDENTIFICATION
SHEET
D A
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A P
P R
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U.S. ARMY CORPS
K O
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0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
T -9
MONO. 24 MONO. 25 MONO. 26 MONO. 27 MONO. 28
EL.2100.00
PENSTOCK GALLERY
WALLS
NEW
EL.2119
PIPE GALLERY
(BELOW)
EXISTING PENSTOCK END
FURRING AS REQUIRED AROUND
(E) PENSTOCK
PENSTOCK
(E) END OF
PENSTOCK
(E) END OF
(E) END OF
A-107
O
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H E
R L
IN
A-102
A-403
LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
EL.2131.5: PLAN @ MONOLITHS 19 - 23
M A
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D A
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IDENTIFICATION
SHEET
D A
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P R
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U.S. ARMY CORPS
K O
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0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
T-4CLCLT-3T-2CLCLT-1
EL.2131.5
WELDING SHOP AREA
EL.2131.5
MAINTENANCE SHOP AREA
ELEV.
EL.2131.5
ROOM
AIR COMPRESSOR
EL.2131.5
VISITORS PASSAGEWAY
EL.2131.5
TOOL ROOM
EL.2131.5
EL.2131.5
OFFICE
VISITORS PASSAGEWAY
EL.2131.5
EL.2131.5
BATTERY ROOM EL.2131.5
ELECTRICAL SHOP
EL.2131.25 EL.2131.25 EL.2131.25
EL.2131.5
ELECTRICAL ROOM
EL.2131.5
OFFICE
EL.2131.5
CHARGERS
UP UP
T-0 T-1 T-4T-3T-2
STORAGE
UNIT 1 UNIT 2 UNIT 3 UNIT 4
ERECTION BAY
GENERATORS
CENTERLINE OF
T O D
A M
G A
L L E
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V
IS
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O
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A M
G A
L L E
R V
TOILET
FEB
FEB
UNIT 1 UNIT 2 UNIT 3
UP
DN
UP
A-108
O
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H E
R L
IN
A-102 LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
EL.2131.5: PLAN @ MONOLITHS 23-28
UP
DN
EL.2110.00EL.2110.00EL.2110.00
EL.2131.25
EL.2131.25
DN
E L .2
.2
E L .2
.2
E L .2
.2
EL.2107.00EL.2107.00EL.2107.00
M A
T E
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IDENTIFICATION
SHEET
D A
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UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
A-404
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
ELEV.
EL.2119
PIPE GALLERY
EL.2119
PIPE GALLERY
EL.2119
PIPE GALLERY
EL.2131.50
STORAGE
EL.2131.5
VISITORS PASSAGEWAY
GENERATORS
CENTERLINE OF
EL.2131.50
FAN ROOM
EL.2110.00
AIR REC.
BRAKE
COMP
GOV. AIR
C
Q
SU4
SU5
DRYER
AIR
COMP #2
AIR
COMP #1
AIR
SQ3 SUBSTATION
PT & SURGE EQUIP.PT & SURGE EQUIP.
SU6
EL.2131.25
EL.2131.25
DN
DN
EL.2131.50
EL.2110.00 EL.2110.00
EL.2107.00 EL.2107.00 EL.2107.00
UP
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
(N.I.C.)
EQUIP.
FUTURE
EL.2131.50
ELEV.
MONO. 27 MONO. 28MONO. 26MONO. 25MONO. 24
T-9T-8T-7T-6T-5
T O D
A M
G A
L L E
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EL.2148: PLAN @ MONOLITHS 19 - 23 LEGEND
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EL.2148.00
ROADWAY
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Architectural\A-109 - EL.2148 PARTIAL PLAN @ MONOLITHS 19-23
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F Y P
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K O
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UNIT 1 UNIT 2 UNIT 3 UNIT 4
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
EL.2148.00
ERECTION AREA
UP DOOR
(E) ROLL
(E) HATCH
(E) MANHOLES
CRANE RAILS
(E) GANTRY
(E) DOOR
CRANE RAILS
(E) GANTRY
EL.2148.00
VISITORS VIEWPOINT
EL.2148.00
DOWNSTREAM DECK
EL.2148.00
UPSTREAM DECK
WINDOW
VISITORS VIEW
T-0 T-1 T-4T-3T-2
LOW WALL
EXTERIOR
NEW
DOORS
EXTERIOR
NEW
R O
A D
W A
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FEB
FEB
OFFICE
MAN
FORE-
STORAGE
TOILET
MECH
OFFICE
TRANSFORMER
TOILETKITCH
ROOM
HVAC/MECH
TRANSFORMER
LAB
OFFICE
LAB
JAN
WOMEN MEN
BREAK ROOM
ELECTRICIANS
DN
ELEV.
DN UP
EL.2148.00
EL.2131.50
CL
OFFICE
MAN
FORE-
TRAINING ROOM
CIRCUIT BREAKER ROOM
CONTROL ROOM
GENERATORS
OPEN TO BELOW
CIRCUIT BREAKER ROOM
DN DNDNUP UP UPUP
EL.2148.00
EL.2148.00
EL.2131.50
EL.2131.50 EL.2131.50
RAILING
(E) CONCRETE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
(E) ICE DITCH
(E) DRAIN
RAILING
(E) CONCRETE
A-110
S O
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H E
R L
IN
UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8
LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
A-102
EL.2148.00
UPSTREAM DECK
CRANE RAILS
(E) GANTRY
CRANE RAILS
(E) GANTRY
EL.2148.00
ROADWAY
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Architectural\A-110 - EL.2148 PARTIAL PLAN @ MONOLITHS 24-28
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OFFICE
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ROOM
ROOM
EXERCISE
E L .2
.2
E L .2
.2
ELEV.
UP
EL.2110.00
EL.2107.00
EL.2110.00
EL.2107.00
EL.2110.00
EL.2107.00
EL.2131.50
OPEN TO BELOW
CIRCUIT BREAKER ROOM
DNDN UP
EL.2131.50
CL GENERATORS
TRANSFORMER
EL.2148.00
EL.2148.00
N
0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
EL.2148.00
DOWNSTREAM DECK
EL.2148.00
VIEWPOINT
VISITORS
EL.2148
DECK
ENDWALL
T-6 T-7 T-8 T-9T-5
EL.2148.00
VIEWPOINT
VISITORS
RAILING
(E) CONCRETE
GENERATOR (N.I.C.)
OUTLINE OF FUTURE
GENERATOR (N.I.C.)
OUTLINE OF FUTURE
GENERATOR (N.I.C.)
OUTLINE OF FUTURE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
LOW WALL
(E) CONCRETE
(E) ICE DITCH
(E) DRAIN
RAILING
(E) CONCRETE
CASE
(E) DISPLAY
POWERHOUSE
ENTRANCE TO
VISITORS
TO DAM
ENTRANCE
VISITORS
A-111
O
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H E
R L
IN
A-102
A-102
LEGEND
DEMO
NEW WALL
SCALE: 1" = 10'-0"
EL.2170.5: MEZZANINE PLAN @ MONOLITHS 24 - 28
SCALE: 1" = 10'-0"
EL.2170.5: MEZZANINE PLAN @ MONOLITHS 19 - 23
DN
DN
M A
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DESIGN FILE: pw:\\COE-NWSPW001SEA.nws.ds.usace.army.mil:cenws01\Documents\Civil Works\Libby Dam, MT\FY15_PN402251_LIEL\Current_Phase\Con_Docs\CAD_Sheets\Architectural\A-111 - EL.2170.5 PARTIAL PLANS @ MONOLITHS 19-28
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F Y P
N L
IB
B Y D
A M
T H
O M
P S
O N
OF ENGINEERS
U.S. ARMY CORPS
K O
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E N
A I
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IV
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M O
N T
A N
A
P O
W E
R H
O U
S E E
M E
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C Y L
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G J
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0' 5' 20'10'
SCALE: 1''= 10'-0"
15'10'20'
T-0 T-1 T-2 T-3 T-4
EL.2170.50
MEZZANINE
EL.2170.50
MEZZANINE
ELEV.
ELEV.
(E) LADDER
T-8T-7T-6T-5 T-9
MONO.
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