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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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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C

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B

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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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PROJECT LOCATION MAP

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KOOTENAI RIVER, MONTANA

POWERHOUSE EMERGENCY LIGHTING

T

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S A S K A T C H E W A NA L B E R T A

W Y O M I N G

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

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KOOTENAI

KALISPELL

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PROJECT

LIBBY DAM

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

C h ie f, S p e c s a n d T e c h R e v ie w

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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IE

P .E

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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A-001

DETAIL TITLE

08520-12

A L

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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

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B B

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M B

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A L N

O T

E S

M A

T E

T

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H

S O

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H E

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H A

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SEE SPECIFICATIONS

FIRE EXTINGUISHER BRACKETFEB

F

IL

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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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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"

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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

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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

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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

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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"

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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

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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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IN

E L .2

B

A Y

S -8

L

IF

E S

A F

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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

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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

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15'10'20'

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(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

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0' 5' 20'10'

SCALE: 1''= 10'-0"

15'10'20'

EL.2131.5 @ BAYS 5-8 PLAN1

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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

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15'10'20'

1 EL.2148 @ BAYS 1-4 PLAN

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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

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FIRE RATED DOOR

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(NFPA, IBC)

OCCUPANCY CLASS

- NFPA 101

SPECIAL PURPOSE

(NFPA)

EGRESS PATH

FEB

EXTINGUISHER BRACKET

NEW FIRE

FEB

FEB

A-012

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UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8

OPEN TO BELOW

EL.2131.5

VISITORS VIEWPOINT

E N

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A L L D

E C

K E

L .2

TO DAM

VISITORS ENTRANCE

TO POWERHOUSE

VISITORS ENTRANCE

EL.2148

DOWNSTREAM DECK

H A

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SCALE: 1" = 10'-0"

0' 5' 20'10'

SCALE: 1''= 10'-0"

15'10'20'

1 EL.2148 @ BAYS 5-8 PLAN

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FIRE RATED DOOR

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OCCUPANCY CLASS

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SPECIAL PURPOSE

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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

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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

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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

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O

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A M

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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

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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

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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

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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

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TO DAM

ENTRANCE

VISITORS

POWERHOUSE

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VISITORS

OPEN TO BELOWOPEN TO BELOW

EL.2131.50

ERECTION AREA

EL.2148.00

DOWNSTREAM DECK

UPSTREAM DECK

E N

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A-103

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NEW DOOR

CONTACT TANK

(E) CHLORINE

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(E) EFFLEUNT

SPECIFICATION

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ABOVE

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(E) PENSTOCK

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MONO. 28MONO. 27MONO. 26MONO. 25MONO. 24

0' 5' 20'10'

SCALE: 1''= 10'-0"

15'10'20'

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NEW DOOR

EL.2100.00

PENSTOCK GALLERY

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GENERATORS

CENTERLINE OF

LC T-5 LC T-6 LC T-7 LC T-8

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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

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SCALE: 1" = 10'-0"

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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

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UNIT 4 UNIT 5 BAY 6 BAY 7 BAY 8

EL.2100

EL.2076

EL.2107

UP

EL.2108.7

S T

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DEMO

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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

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EL.2100.00

PENSTOCK GALLERY

WALLS

NEW

EL.2119

PIPE GALLERY

(BELOW)

EXISTING PENSTOCK END

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MAINTENANCE SHOP AREA

ELEV.

EL.2131.5

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TOOL ROOM

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VISITORS PASSAGEWAY

EL.2131.5

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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

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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

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EL.2107.00EL.2107.00EL.2107.00

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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

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T-8T-7T-6T-5 T-9

MONO.

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