B.08 - PLANS signed 24MAR2021.pdf
PDF 18 MB Posted
- Attached to
- Bonneville Powerhouse 2 Elevator Repair
- Solicitation number
- W9127N21B0004
About this file
This document provides details on a federal contract solicitation for elevator repair work at Bonneville Powerhouse 2. The solicitation was released on March 19th, 2021 by the U.S. Army Corps of Engineers Portland District, with bids due by April 19th, 2021 at 2:00pm Pacific time. The estimated value of the construction work is between $1,000,000 and $5,000,000. Interested parties should direct all responses and inquiries to the Primary Points of Contact, Charles Boswell at charles.m.boswell@usace.army.mil and Kristina Morrow at Kristina.K.Morrow@usace.army.mil. Email is the preferred method of communication concerning this pre-solicitation notice.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04 - Abstract - 7N21B0004.pdf | ||
| Site Visit Attendees.pdf | ||
| B.08 - W9127N21B00040001.pdf | ||
| B.08 - W9127N21B0004.pdf |
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CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER:
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
US Army Corps of Engineers Portland District
MARK J. SAWKA, P.E.
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE PORTLAND
ELIZABETH R. WELLS, P.E.
BONNEVILLE LOCK AND DAM
COLUMBIA RIVER
POWERHOUSE 2 NORTH & SOUTH
W9127N21B0004
MICHAEL D. HELTON, PMP
ELEVATOR REHABILITATION
OREGON
WASHINGTON
LONGVIEW
VANCOUVER
ASTORIA
PORTLAND
SALEM
INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
R E
V I
R
HOOD RIVER
THE DALLES
COLUMBIA RIVER
L O
C K A
N D D
A M
J O
H N D
A Y
L O
C K A
N D D
A M
T H
E D
A L
L E
S
L O
C K A
N D D
A M
B O
N N
E V
IL
L E
LOCAL VICINITY MAP
PROJECT SITE MAP
BONNEVILLE PROJECT AERIAL PHOTO
BONNEVILLE POWERHOUSE 2 AERIAL PHOTO
OF DAM
LOCATION
WORK AREA
POWERHOUSE 2
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IDENTIFICATION
SHEET
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B E
R of Engineers
US Army Corps
P L
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Boa t
La un ch Ac ce ss
Ro ad
Cre ekTanner
L a k e
City Well
Tillic um
H a lo
C h a k o
Casc ad e
Dr iv e
G reen le a f
Sh ad y O ak L n
Lo ok -I n L a n e
Lakeside
W ay
S p r i n g s
R o a d
LAUNCH
BOAT
CASCADES ISLAND
BONNEVILLE
NORTH
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SH
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COLUMBIA
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GTON
POWERHOUSE
FIRST
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ON
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BONNEVILLE
OFFICE
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PROJECT
I-84 EXIT #40
POWERHOUSE
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COLUMBIA RIVER
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CONSTRUCTION
BONNEVILLE
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RTLA
ND
FEET
800400
BONNEVILLE PROJECT SITE MAP
BRADFORD ISLAND
MILES
0 10 20 30 40 50
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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PORTLAND DISTRICT
NOTES:
TO THE SOUTH ELEVATOR.
4.) ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY CORRESPONDS
TO BE PRINTED IN COLOR.
3.) ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED
2.) FIO DENOTES "FOR INFORMATION ONLY"
FIO DRAWING IS FOR REFERENCE ONLYDENOTES5
DRAWINGS
FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACTDENOTES4
AT THE COMPLETION OF THIS CONTRACT
FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGSDENOTES3
CONTRACT BY THE CONTRACTOR
DRAWING SHALL BE UPDATED AT THE COMPLETION OF THISDENOTES2
CONTRACT
FIO DRAWING IS OBSOLETE AT THE COMPLETION OF THISDENOTES1
1.) SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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A T
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A B
IL
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A T
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N B
C O
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A C
K C
H E
C
TO THE SOUTH ELEVATOR.
4.) ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY CORRESPONDS
TO BE PRINTED IN COLOR.
3.) ALL SHEETS IN THE PLANS AND SPECIFICATION DRAWING SET ARE INTENDED
2.) FIO DENOTES "FOR INFORMATION ONLY"
FIO DRAWING IS FOR REFERENCE ONLYDENOTES5
DRAWINGS
FIO DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACTDENOTES4
AT THE COMPLETION OF THIS CONTRACT
FIO DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGSDENOTES3
CONTRACT BY THE CONTRACTOR
DRAWING SHALL BE UPDATED AT THE COMPLETION OF THISDENOTES2
CONTRACT
FIO DRAWING IS OBSOLETE AT THE COMPLETION OF THISDENOTES1
1.) SHEET ACTION NUMBER IDENTIFICATION KEY SHALL BE AS SHOWN BELOW:
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IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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N B
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A C
K C
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THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME
= GATE VALVEGV
= GALVANIZEDGALV.
= GRANULAR ACTIVATED CARBONGAC
= GAUGEGA.
= FACILITY WATER SUPPLYFWS
= FLAT WASHERF.W.
= FOOT, FEETFT.
= FLANGEFLG
= FLAT HEADF.H.
= FINISH GRADEFG
= FAR FACEF.F.
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EACH WAYE.W.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ.SP.
= EXPANSION JOINTE.J.
= ELEVATIONELEV
= EACH LAYERE.L.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DUCTILE IRON PIPEDIP
= DUCTILE IRONDI
= DIAMETERDIA.
= DRILL & GROUTD&G
= DETAILDET.
= COPPERCU
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONTINUOUSCONT
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CHLORINECL2
= CENTERLINEC/L
= COMPLETE JOINT PENETRATIONCJP
= CONSTRUCTION JOINTC.J.
= CAST IRONCI
= CUBIC FEETCF
= CONTRACTION JOINT/EXPANSION JOINTC/E JT
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BACK GOUGEBG
= BOTTOM FACEB.F.
= BOLT CENTERSB.C.
= ATTRACTION WATER SUPPLYAWS
= AIR RELEASE VALVEARV
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ASPHALT CONCRETEAC
= ANCHOR BOLTA.B.
= ANCHORANCH.
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
SYMBOL
IDENTIFICATION
SECTION
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
APPEARS
WHICH DETAIL
SHEET NUMBER ON
SYMBOL
IDENTIFICATION
DETAIL
LEGEND:
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION*
*APPEARS
WHICH SECTION
SHEET NUMBER ON
*WAS TAKEN
WHERE SECTION
SHEET NUMBER
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL*
*WAS TAKEN
WHERE DETAIL
SHEET NUMBER
5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(SEE LEGEND NOTE 6)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
HVACDENOTESH
DEMODENOTESD
GENERAL FEATURESDENOTES-
6. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS SHOWN BELOW:
= REQUIREDREQ'D
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
= POINT OF VERTICAL INTERSECTIONPVI
= POLYVINYL CHLORIDEPVC
= POLYTETRAFLOURIDETHYLENE (TEFLON)PTFE
= POINTPT.
= POINT OF TANGENCY (CIVIL SHEETS)PT
= POST SORT POOL DRAINPSPD
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
= PREVIOUSLY FABRICATEDPRE-FAB
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
= POINT OF CURVATUREPC
= OUT TO OUTO TO O
= OUTSIDE STEM AND YOKE (VALVES)OSAY
= OUTSIDEOS
= OPPOSITEOPP
= OUTSIDE LAYERO.L.
= OUTSIDE FACEOF
= OUTSIDE DIAMETERO.D.
= ON CENTERO.C.
= OVER ALL LENGTHO.A.L.
= NOT TO SCALENTS
= NATIONAL PIPE THREADNPT
= NOMINAL PIPE SIZENPS
= NOMINALNOM
= NUMBERNO.
= NEAR FACENF
= NO CHAMFERN.C.
= NATURALNAT.
= MECHANICALLY STABLILIZED EARTHMSE
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
= LENGTHLTH
= LEFTLT
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
= JUVENILE FISH RETURNJFR
= INDEPENDENT WIRE ROPE COREIWRC
= ISOLATION JOINTISO JT
= INSIDEIS
= INFORMATIONINFO
= INCH, INCHESIN.
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= HORIZONTALH
= WELDED WIRE FABRIC WWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WORK POINTW.P.
= WELD PLATEWP
= WATERLINEWL
= WITHW/
= VERTICALVERT.
= VERTICAL CURVEVC
= VERTICAL BARRIER SCREENVBS
= VERTICALV
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEU.N.O.
= UNLESS NOTED OTHERWISEUNO
= TYPICALTYP.
= TUBULAR STEELT.S.
= TOP OF WALLTOW
= TOP OF SLABTOS
= TOP OF FOOTINGTOF
= TOP OF CONCRETETOC
= TOP OFT.O.
= TOP LAYERT.L.
= TROWELED JOINTT.J.
= TOP FACET.F.
= TO BE DETERMINEDT.B.D.
= TOP AND BOTTOMT & B
= SYMMETRICALSYM
= STEEL TROWELED CONCRETESTC
= STATIONSTA.
= STAINLESS STEELS.S.
= SQUARESQ
= SHOULDERSHLDR
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= STAGGER SPLICESTAG. SPL.
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
= RIGHTRT
= ROUGH OPENINGR.O.
GENERAL NOTES:
TO THE SOUTH ELEVATOR.
12. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY CORRESPONDS
11. PROJECT ELEVATION DATUM IS _______________.
10. SEE SHEET E-001 FOR ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES.
9. SEE SHEET M-001 FOR MECHANICAL GENERAL NOTES.
8. SEE SHEET F-001 FOR FIRE PROTECTION ABBREVIATIONS, NOTES, AND DRAWING LEGEND.
7. SEE SHEET A-001 FOR ARCHITECTURAL ABBREVIATIONS, NOTES, AND DRAWING LEGEND.
6. SEE SHEET S-001 FOR STRUCTURAL KEY PLAN.
5. SEE SHEETS G-102 AND G-103 FOR GENERAL WORK AREA KEY PLAN.
4. SEE SHEET G-101 FOR GENERAL SITE MAP.
3. SEE SHEET G-004 FOR GENERAL SYMBOLS AND LEGEND.
2. SEE SHEET G-002 FOR DRAWING INDEX.
1. SEE SHEET G-001 FOR OVERALL PROJECT LOCATION AND VICINITY MAP.
S O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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G-004
S Y
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N D L
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SECTION
DETAIL
G-110
X-1XX
X-1XX
X-1XX
X-1XX
X
X
X
X
BDP1.141_G-004XXX.DGN
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UNDERSCORE SYMBOL, "_"
(ASSIGNED BY CADD MANAGEMENT)
SERIES CODE
(P = POWERHOUSE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE DAM)
PROJECT CODE
W
N
B
C O
L U
M B
IA
R
IV
E R
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
DISCIPLINE
AREA FEATURE (SEE LEGEND NOTE 6 )
SHEET TYPE DESIGNATOR
SEQUENCE NUMBER (00 THRU 99)
USE "X" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
FILE EXTENSION
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C
Burlington No thern Railroad
N 726000E
N 726000E
N 726000E
N 726500E
E
N 726500E
N 726500
N 725500 N 725500E
E
N 726500E
E
N 727000 N 727000E
N E
N 725000E
N 725000E
N 725000E
N 725500E
E
N 726000
N 726500E
N 727000E
N 726000E
E
N 726000
E
N 725500 N E
E
N 726000
OF POWERHOUSE 2
ON THE SOUTHSIDE
ELEVATOR #4
SERVICE BAY
OF POWERHOUSE 2
ON THE NORTHSIDE
ELEVATOR #3
ERECTION BAY
POWERHOUSE 2
BONNEVILLE DAM
MANDOOR
OVER HEAD DOOR
STAGING AREA
CONTRACTOR'S
PARKING AREA
CONTRACTOR'S
WORK AREA
POWERHOUSE 2
ACCESS TO
T R
U C
K
E
N T R
A N C E
H W
Y
NOTES:
0200' 200'
SCALE: 1"= 200'
SERVICE BAY CORRESPONDS TO THE SOUTH ELEVATOR.
3. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR;
SHORE WASHINGTON SIDE.
2. ACCESS TO WORK SITE SHALL ONLY BE FROM THE NORTH
LOCATED IN ACCORDANCE TO SECTION 01 10 10.00 25.
1. CONTRACTORS OFFICE AND STORAGE AREA SHALL BE
S O
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A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
AND SPILLWAY
BONNEVILLE DAM
POWERHOUSE 2
WORK AREA
El. 67.55
TR-5
El. 96.29
TR-4
El. 72.26
TR-3
El. 84.72
TR-2
El. 83.79
TR-1-1
183.7 213.6
C O L U M B I A R I V E R, D/S
C O L U M B I A R I V E R, U/S t h e r a il r o a d r o
N n o t g n i l r u B
El. 130.58
TR-40
F L
O W
CASCADES ISLAND
CASCADES ISLAND
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
R K J S
A W
K A P .E
G E
C D J R
L
P .D .T
G E
C D
B
N N
E V
IL
L E L
O C
K A
N D D
A M
A N
S I
D B
D P .1
G -1
X X
X .d g
IT
E M
A P P
L A
N
G-101
BAY
SERVICE
BAY
ERECTION
/3
/2
W
N
B
C O
L U
M B
IA
R
IV
E R
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
POWERHOUSE 2 SITE PLAN
040' 40'
SCALE: 1"= 40'
NOTES:
REFERENCE DRAWINGS:
DRAWING NO.
BDP-1-0-0/2
TITLE
ROOF PLAN AND PLAN EL. 55.00
ELEVATOR (ELEVATOR #3)
ERECTION BAY SERVICE
EL. 90.0
FROM INTAKE DECK
STAIRWAY ACCESS
STAIRWAY ACCESS
ELEVATOR (ELEVATOR #4)
SERVICE BAY INTAKE
STAIRWAY ACCESS
P-19 P-18 P-17 P-16 P-15 P-14 P-13 P-12 P-11
SERVICE BAY CORRESPONDS TO THE SOUTH ELEVATOR.
3. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR;
ELEVATOR SHAFTS.
IS LOCATED IN ELEVATOR MACHINERY ROOMS DIRECTLY ABOVE THE
PERFORMED. UNLESS OTHERWISE NOTED, HIGHLIGHTED EQUIPMENT
2. HEAVY LINE WEIGHT INDICATES EQUIPMENT WHERE WORK IS TO BE
1. CONTRACTORS SHALL FIELD VERIFY EXISTING SITE CONDITIONS.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
R K J S
A W
K A P .E
G E
C D J R
L
P .D .T
G E
C D
B J L
N N
E V
IL
L E L
O C
K A
N D D
A M
A N
S I
D B
D P .1
G -1
X X
X .d g
G-102
/3
/2
W
N
B
C O
L U
M B
IA
R
IV
E R
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
ERECTION BAY
EL. 90.0 SERVICE BAY
EL. 90.0
S T
A
S T
A
S T
A
S T
A
S T
A
UNIT #18 UNIT #17 UNIT #16 UNIT #15
S T
A
S T
A
S T
A
S T
A
UNIT #14 UNIT #13 UNIT #12 UNIT #11
S T
A
F L
O W
K E
Y P
L A
N E
L .0
A R
E A
S O
F W
O R
K
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
AREAS OF WORK
POWERHOUSE 2 - KEY PLAN EL. 90.0
NOTES:
REFERENCE DRAWINGS:
DRAWING NO.
BDP-1-0-0/2
TITLE
ROOF PLAN AND PLAN EL. 55.00
ROOM, EL. 43.0
EQUIPMENT
ELECTRICAL
MONOLITH
FISH ENTRANCE
PASSENGER ELEVATOR
STAIRWAY ACCESS
WALL BELOW
CUT-OFF
(ELEVATOR 4-P2-10)
SERVICE BAY INTAKE ELEVATOR
RETAINING WALL
(ELEVATOR 3-P2-9)
ERECTION BAY SERVICE ELEVATOR
RETAINING WALL
MONOLITH
EVALUATOR
FINGERLING
VISITOR ELEVATOR
STAIRWAY ACCESS
EL. 55.0
FISH ENTRANCE MONOLITH
WEIR
SERVICE BAY CORRESPONDS TO THE SOUTH ELEVATOR.
3. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR;
ELEVATOR SHAFTS.
IS LOCATED IN ELEVATOR MACHINERY ROOMS DIRECTLY ABOVE THE
PERFORMED. UNLESS OTHERWISE NOTED, HIGHLIGHTED EQUIPMENT
2. HEAVY LINE WEIGHT INDICATES EQUIPMENT WHERE WORK IS TO BE
1. CONTRACTORS SHALL FIELD VERIFY EXISTING SITE CONDITIONS.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P .1
G -1
X X
X .d g
G-103
E
A S O
F W
O R
K
M A
R K J S
A W
K A P .E
G E
C D J R
L
P .D .T
G E
C D
B J L
:1
A N
S I
D
/3
/2
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
W
N
B
C O
L U
M B
IA
R
IV
E R
ERECTION BAY
EL. 55.0
E L .5
EL. 57.5
UNIT #18 UNIT #17 UNIT #16 UNIT #15 UNIT #14 UNIT #13 UNIT #12 UNIT #11
SERVICE BAY
EL. 55.0
EL. 55.0
S T
A
F L
O W
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
C. TO C. GANTRY
CRANE RAILS
EL. 28.0
EL. 47.0
K E
Y P
L A
N E
L .0
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
AREAS OF WORK
A-103
C4 A-103
C2
POWERHOUSE 2 - KEY PLAN EL. 55.0
NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IA
N P
B E
L L P .E
G E
C D J R
L G
E
C D
M B
S-001
:1
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
B E
N J
A M
IN
J L E
A K
E P .E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
SERVICE BAYERECTION BAY
/3
/2
U18 U17 U16 U15 U14 U13 U12 U11
S T
R U
C T
U R
A L K
E Y
P L
N
W
N
B
B D
P .1
S -0
X X
X .d g n
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
SERVICE BAY CORRESPONDS TO THE SOUTH ELEVATOR.
2. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR;
WALLS AND FLOORS MUST BE FIRE STOPPED.
1. ALL NEW OR MODIFIED PENETRATIONS IN FIRE-RATED
B C
O E
S B
A C
K C
H E
C K
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N
S-101
2S-101
SCALE: 1"= 40'
POWERHOUSE 2 STRUCTURAL KEYPLAN
SHEET
SEE NOTE 2 THIS
WALL PENETRATION
SHEET
SEE NOTE 2 THIS
WALL PENETRATION
SPECIFICATION 23 05 29.10 25
M-102 MECHANICAL SUPPORT PER
MECHANICAL UNIT PER SHEET
MECHANICAL UNIT PER SHEET M-102
MECHANICAL UNIT PER SHEET M-112
SPECIFICATION 23 05 29.10 25
MECHANICAL SUPPORT PER
MECHANICAL UNIT PER SHEET M-112
SHEET M-111
MECHANICAL LINE PER
SHEET M-101
MECHANICAL PER
SPECIFICATION 05 50 00.10 25
MOUNTED BOLLARDS PER
PRE-ENGINEERED SURFACE
6" DIAM. X 3'-0"
SPECIFICATION 05 50 00.10 25
MOUNTED BOLLARDS PER
PRE-ENGINEERED SURFACE
6" DIAM. x 3'-0"
12"0 5'
"= 1'-0"4
1SCALE:
NOTES:
SERVICE BAY CORRESPONDS TO THE SOUTH ELEVATOR.
4. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR;
WALLS AND FLOORS MUST BE FIRE STOPPED.
3. ALL NEW OR MODIFIED PENETRATIONS IN FIRE-RATED
SPECIFICATION 26 05 33.10 25 PART 3.2.2 FOR FURTHER GUIDANCE.
LINES. PENETRATIONS MUST NOT EXCEED 1-1/2" DIAMETER. REFER TO
THE EXISTING CONCRETE WALLS TO RUN MECHANICAL OR ELECTRICAL
2. AT THE INDICATED LOCATIONS, IT IS ACCEPTABLE TO PENETRATE
DISTANCE FROM THE CORNERS OF THE MECHANICAL UNIT.
1. THE BOLLARDS SHALL BE INSTALLED AT A 1’-0” DIAGONAL CLEAR
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
IA
N P
B E
L L P .E
G E
C D J R
L G
E
C D
M B
S-101
:1
A N
S I
D
P O
R T
L A
N D
O R
E G
O N
B E
N J
A M
IN
J L E
A K
E P .E
B O
N N
E V
IL
L E L
O C
K A
N D D
A M
/3
/2
UP
UP
E R
E C
T
IO
N /S
E R
V
IC
E B
A Y
P L
A N V
IE
W S
W
N
B
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
B D
P .1
S -1
X X
X .d g n
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
S-001
" = 1'-0"4
1SCALE:
SERVICE BAY SOUTH ELEVATOR MACHINE ROOM - INSTALL
S-001
" = 1'-0"4
1SCALE:
ERECTION BAY NORTH ELEVATOR MACHINE ROOM - INSTALL
GENERAL NOTES:ABBREVIATIONS REFERENCE SYMBOL LEGEND
VIEWING PLANE
VIEWING
DIRECTION
IDENTIFICATION LETTER
EXTERIOR ELEVATION
DRAWING IS SHOWN
EXTERIOR ELEVATION
SHEET NUMBER WHERE
VIEWING
DIRECTION
EXTERIOR ELEVATION SYMBOL
DRAWING IS SHOWN
WHERE DETAIL
SHEET NUMBER
LETTER
DETAIL IDENTIFICATION
DRAWING IS SHOWN
WHERE SECTION
SHEET NUMBER
LETTER
IDENTIFICATION
SECTION
PLANE LINE
CUTTING
VIEWING PLANE
LETTER
IDENTIFICATION
SECTION
DRAWING IS SHOWN
WHERE SECTION
SHEET NUMBER
PLANE LINE
CUTTING
BOUNDARY
DETAIL
DETAIL INDICATOR SYMBOL
SECTION SYMBOL
FULL ELEMENT
SECTION SYMBOL
PARTIAL ELEMENT
SYMBOL - SINGLE VIEW
INTERIOR ELEVATION
SYMBOL - MULTIPLE VIEWS
INTERIOR ELEVATION
LETTER (TYP.)
IDENTIFICATION
INTERIOR ELEVATION
NORTH
PLAN
NORTH
TRUE
DRAWING AREA TITLE SYMBOL
IDENTIFICATION LETTER
DRAWING LOCATION
DRAWING SCALE TEXT
GRAPHIC SCALE
DRAWING/DETAIL/SECTION TITLE
AE410
DRAWING IS SHOWN
INTERIOR ELEVATION
SHEET NUMBER WHERE
IDENTIFICATION LETTER
INTERIOR ELEVATION
AE410
DRAWING ARE SHOWN
INTERIOR ELEVATION
SHEET NUMBER WHERE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
A
A.F.F.
ACOUST.
ACT
ALUM.
AB
ARCH.
A.T.
ABOVE FINISHED FLOOR
ACOUSTICAL
ACOUSTICAL TILE
ALUMINUM
ANCHOR BOLT
ARCHITECT (URAL)
ANIT-TERRORISM
B
BETWEEN
BOARD
BOTTOM
BUILDING
BRACKET
BASEMENT
BUILT-UP ROOF
BET.
BD.
BOT.
BLDG.
BRKT.
BSMT.
BUR
C
D
D.
DET.
DIA.
DIM.
DR.
DBL
DN.
DS.
DWG.
D.F.
DRYER (CLOTHES/DUPLEX)
DETAIL
DIAMETER
DIMENSION
DOOR
DOUBLE
DOWN
DOWNSPOUT
DRAWING
DRINKING FOUNTAIN
E
EACH
ELECTRIC (AL)
ELEVATION
EQUAL
EQUIPMENT
EXISTING
EXTERIOR PAINT
EXPOSED
EXTERIOR
EXPANDED POLYSTYRENE
EXPANSION JOINT
EXTERIOR INSULATION AND FINISH SYSTEM
ELECTRIC WATER COOLER
EA.
ELEC.
EL.
EQ.
EQUIP.
EXIST.
EPT
EXP.
EXT.
EPS
E.J. OR EXP. JT.
EIFS
EWC
F
FACE BRICK MODULAR
FACE OF BRICK
FACE OF CONCRETE
FACE OF E.I.F.S.
FACE OF STUD FRAMING
FIBER REINFORCED PLASTIC
FIRE RATARDANT TREATED
FEDERAL STANDARD
FINISH FLOOR
FINISH (ED)
FINISH GRADE
FIRE EXTINGUISHER CABINET
FLOOR (ING)
FLOOR DRAIN
F.B.M.
F.O.B.
F.O.C.
F.O.E.
F.O.S.
F.R.P.
F.R.T
FED STD
F.F.
FIN.
F.G.
F.E.C.
FLR
F.D.
G
GAGE, GAUGE
GALVANIZED
GRAB BAR
GRID LINE
GYPSUM WALL BOARD
GA.
GALV.
GB
GL
GWB
H
HW, HDWR
HELV MED
HELV REG
HT
H.M.
HORIZ.
HYD
HARDWARE
HELVETICA, MEDIUM
HELVETICA, REGULAR
HEIGHT
HOLLOW METAL
HORIZONTAL
HYDRAULIC
I
INSULATION
IN-LIEU-OF
INSUL.
ILO
J
JANITOR
JOINT
J.
JT.
L
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LLH
LLV
M
MEN
MANUFACTURER (ING)
MATERIAL (S)
MAXIMUM
MEDICINE CABINET
MECHANIC (AL)
METAL
MINIMUM
MISCELLANEOUS
MOISTER RESISTANT
MOISTER BARRIER
MASONRY OPENING
MOP SINK
M.
MFR.
MAT.
MAX.
MC
MECH.
MET.
MIN.
MISC
M.R.
MB
MO
MS
N
NUMBER
NOT IN CONCRETE
NOT TO SCALE
NO.
N.I.C.
N.T.S.
O
O.C.
OPEN'G
OPP.
OSB
OWSJ
ON CENTER (S)
OPENING
OPPOSITE
ORIENTED STRAND BOARD
OW STEEL JOINTS
P
POLE AND SHELF
PLYWOOD
PLASTIC LAMINATE
PAIR
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER AND WASTE RECEPTACLE
PAINT
P & S
PLYWD.
P. LAM.
PR
PTD
PTD/WR
PT.
R
RCP
REC
REF.
RFER.
REQ'D
R.B.
REP.
RES.
REV.
R.
RO
R.D.
RM.
REFLECTED CEILING PLAN
RECESSED
REFERENCE
REFRIGERATOR
REQUIRED
RESILIENT BASE
REPRESENTATIVE
RESILIENT
REVISION (S), REVISED
RISER
ROUGH OPENING
ROOF DRAIN
ROOM
S
SB
SCWD
SD
SIM.
S.I.S.
SL
S.F.
SND
SNTD
SPEC
SQ.
SS
STD WT
ST.
TOR.
STRUCT.
SUSP.
SAC
PRECAST CONCRETE SPLASHBLOCK
SOLID CORE WOOD
SOAP DISPENSER
SIMILAR
SUSTAINABILITY INFORMATION SIGN
SHAFT LID
SQUARE FEET
SANITARY NAPKIN DISPOSER
SANITARY NAPKIN AND TAMPON DISPENSER
SPECIFICATION (S)
SQUARE
STAINLESS STEEL OR SERVICE SINK
STANDARD WEIGHT
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SUSPENDED ACOUSTIC CEILING
T
T.
TB
T.D.B.U.
T & G
T.O.
TSC
TTD
TYP.
TREAD
TOWEL BAR
TOP-DOWN BOTTOM-UP
TONGUE AND GROOVE
TOP OF
TOILET SEAT COVER DISPENSER
TOILET TISSUE DISPENSER
TYPICAL
U
UNLESS NOTED OTHERWISE
UTILITY
UNO
UTIL.
V
VERTICAL
VINYL COMPOSITION TILE
VAPOR RETARDER
VESTIBULE
VENT THRU ROOF
VERT.
V.C.T.
V.R.
VEST.
VTR.
W
WOMEN OR WASHING MACHINE
WITH
WOOD
WATER RESISTANT
W.
W/
WD.
WR
MISC
L
ANGLE
AND
AT
DEGREE (S)
DIAMETER
AE310
A1
AE310
A1
F2 H3
G6
AE210
D1
CS501
B2
AE410
C3
C2
FLOOR PLAN
N
F1
KEYNOTE
EL. 0.00
FINISHED ELEVATION
SCALE: 1/4" = 1'-0" 4' 8'0 2'
CPT. OR C.P.T.
C.I.
C.I.P.
CLG.
CL
CT
CMT
CTR
CLR.
COL.
COMP
CONC.
COR.
CORR.
C.M.U.
CONT.
C.P.C.
C.Q.
C.W.
CARPET (ED)
CAST IRON
CAST-IN-PLACE
CEILING
CLOSET
CERAMIC TILE
CERAMIC MOSAIC TILE
CENTER
CLEAR (ANCE)
COLUMN
COMPENSATION
CONCRETE
CONTRACTING OFFICER REP.
CORRIDOR
CONCRETE MASONRY UNIT
CONTINUOUS OR CONTINUE
CAST-IN-PLACE CONCRETE
CHIEF OF QUARTERS
COMMERCIAL WASHER
1. REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES NOT
NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF NOTED IN
FULL.
2. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS ARE INDICATED IN FEET AND
INCHES.
3. DIMENSIONS TO CENTERLINE OF FEATURES ARE NOTED. OTHERWISE,
DIMENSIONS ARE TAKEN TO THE FACE OR EDGE OF THE FEATURE.
4. REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH
ADJACENT FINISH CONDITION. COR SHALL DETERMINE WHEN REPLACEMENT IS
REQUIRED FOR ACCEPTABLE APPEARANCE.
5. SELECTION OF EXTERIOR MATERIAL SHALL FOLLOW COLOR AND PATTERN
MATCH REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM
MATCH WITH EXISTING.
6. CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (METAL OR
OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION WITHIN
SPECIFIED TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL TRIM ITEMS
TO FIT AND OTHERWISE ENSURE PROPER INSTALLATION OF ALL WORK.
7. REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS THESE
NOTES AND OTHER DRAWING INFORMATION.
8. ARCHITECTURAL DETAILS ARE INTENDED TO SHOW THE GENERAL CHARACTER
AND EXTENT OF THE PROJECT. THEY ARE NOT INTENDED TO SHOW ALL
DETAILS OF THE WORK. DETAILS NOTED "TYPICAL" APPLY TO SIMILAR WORK
THROUGHOUT THIS BUILDING UNLESS NOTED OTHERWISE.
9. ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW
OPENINGS, NON-BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS,
WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS.
11. THE CONTRACTOR IS RESPONSIBLE FOR ADVANCED REVIEW OF THE WORK
REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR
EXECUTING IT PROPERLY. IF THE CONTRACTOR FINDS DISCREPANCIES IN THE
CONSTRUCTION DOCUMENTS OR SPECIFICATION, THEN THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. THE CONTRACTOR
SHALL WORK TO HAVE ALL DISCREPANCIES RESOLVED WELL IN ADVANCED OF
ACTUAL CONSTRUCTION OCCURRING.
12. IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,
REFERENCED STANDARDS AND THE GOVERNING CODES, THE CONTRACTING
OFFICER WILL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE
PROCEEDING WITH THE WORK.
13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING UTILITIES,
FIXTURES AND CONDITIONS AT THE SITE. CONFLICTS BETWEEN THE
DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE
WORK.
14. MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON ARCHITECTURAL
DRAWINGS IS FOR COORDINATION AND LOCATIONAL PURPOSES ONLY. SEE
MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION ON
COMPONENTS AND SYSTEMS.
15. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
CORRESPONDS TO THE SOUTH ELEVATOR.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
C
B R
O W
N
L
W A
R D
B
W H
IT
E
C
B R
O W
N
A-001
B D
P .1
A -0
X X
X .d g n
A N
S I
D A
N D D
R A
W
IN
G L
E G
E N
D A
B B
R E
V
IA
T
IO
N S
N O
T E
S
A R
C H
IT
E C
T U
R A
L
/3
/2
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
W
N
B
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C
KEY PLAN
SHEET KEYNOTES:
GRATING
METAL
NORTH FREIGHT ELEVATOR / ERECTION BAY
SHEET LEGEND
GENERAL HAZMAT NOTES:
GENERAL ELEVATOR NOTES:
EXISTING METAL GRATING
THE C.O.R.
PREP AND PAINT EXISTING CONCRETE WALLS, COLOR TO BE PROVIDED BY 11
ADDITIONAL INFORMATION.
2 X 4 BLOCKING FOR WALL-MOUNTED FURNITURE. SEE SHEET I-101 FOR 10
THROUGH EXISTING CONCRETE WALL. RE: 07 92 00.00 23 JOINT SEALANTS.
CONTINUOUS EXTERIOR SEALANT BOTH SIDES OF NEW PIPE SLEEVE 9
PROVIDE MACHINE ROOM SIGN PER DETAIL C1/A-502 AT PULL SIDE OF DOOR.8
EXISTING EXIT STAIRWELL.7
EXISTING ELEVATOR HOISTWAY.6
NEW SIGN, SEE C1/A-502.
EXISTING FIRE EXTINGUISHER AND WALL BRACKET TO REMAIN. PROVIDE 5
EXISTING WALL MOUNTED STORAGE CABINET TO REMAIN.4
BEFORE APPLYING PAINT. COLOR: SW4081 RED.
A CLEAN, DRY CLOTH SATURATED WITH MINERAL SPIRITS; ALLOW TO DRY
FLAKING OR PEELING COATING SHALL BE REMOVED. WIPE SURFACES WITH
THOROUGHLY CLEAN GREASE, DIRT, DUST OR OTHER FOREIGN MATTER.
EXISTING FINISHES FOR LEAD BEFORE SANDING OR SCRAPING.
PREPARE AND PAINT EXISTING STEEL HANDRAIL/GUARDRAIL. TEST 3
SILENCERS.
THE DOOR), 6" MOP PLATE (ON THE PULL SIDE OF THE DOOR), AND
CLOSER, MORTISE LOCKSET (F07), 10" KICKPLATE (ON THE PUSH SIDE OF
PROVIDE FIRE-RATED HARDWARE INCLUDING 1-1/2 PR HINGES, TYPE C02011 2
DIRECTION OF EGRESS TRAVEL.
ACCORDANCE WITH NFPA 80. THE DOOR SHALL SWING OUTWARD IN THE
FRAME, PAINTED WITH COLOR TO BE PROVIDED BY THE C.O.R. INSTALL IN
STEEL FRAME AT STAIR LANDING. 90-MINUTE FIRE-RATED DOOR AND
2'-8" X 7'-0" X 1-3/4" STEEL DOOR, 16 GAUGE, FULL FLUSH, IN KNOCK DOWN 1
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
P L
A N
N O
R T
H
1 2 8
FOR CLARITY (TYP.)
REMOVED/LEFT OFF
WALLS/FLOORS
PORTION OF
ITEM DESCRIPTION
DETAIL C1 - EXISTING CONCRETE WALLS AND FLOOR
DETAIL C3 - EXISTING STRUCTURE (TO REMAIN)
UP
BE TREATED IN ACCORDANCE WITH SPEC SECTION 02 83 13.00 25.
PAINT WITH LEAD (PWL): EXISTING PAINTED METALS TO BE RE-PAINTED SHALL 2.
CONTAINS ACM. ABATE IN ACCORDANCE WITH SPEC SECTION 02 08 14.01 25.
ASBESTOS-CONTAINING MATERIAL (ACM): ELECTRICAL WIRING INSULATION 1.
104.42
94.19
10 5
FLOORS MUST BE FIRESTOPPED, SEE SPEC SECTION 07 84 00.00 23.
ALL NEW PENETRATIONS IN THE ELEVATOR MACHINE ROOM RATED WALLS AND 5.
CORRESPONDS TO THE SOUTH ELEVATOR.
ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY 4.
ACCORDANCE WITH ASME A17.1-2016 AND SHEET A-501.
CAR PLATFORMS SHALL REMAIN. ENCLOSURE SHALL BE REFURBISHED IN 3.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
LIMITED TO: HOIST MOTOR, SPEED GOVERNOR CONTROLLER, AND BRAKES.
ALL EXISTING ELEVATOR EQUIPMENT TO BE REPLACED, INCLUDING BUT NOT 2.
"FREIGHT PERMITTED TO CARRY PASSENGERS".
REFURBISHED. TYPE OF SERVICE SHALL BE CHANGED FROM "FREIGHT" TO
TWO EXISTING 1983-VINTAGE ELECTRIC TRACTION ELEVATORS SHALL BE 1.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
C
B R
O W
N
L
W A
R D
B
W H
IT
E
C
B R
O W
N
D E
M O
L
IT
IO
N A
N D N
E W W
O R
K P
L A
N S
N O
R T
H M
A C
H
IN
E R
O O
M P
L A
N
A-101
B D
P .1
A -1
X X
X .d g n
A N
S I
D
4' 8'0 2'
/3
/2
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
W
N
B
2 HOUR RATED FIRE BARRIER
:1
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
C1
ELEVATOR MACHINE ROOM - ERECTION BAY
EL. 104.42
SCALE: 1/4" = 1'-0"
C3
ELEVATOR MACHINE ROOM - ERECTION BAY
EL. 104.42
NOT TO SCALE
SOUTH FREIGHT ELEVATOR / SERVICE BAY
GENERAL HAZMAT NOTES:
GRATING
METAL
EXISTING
EXISTING METAL GRATING
DOOR TYPE
FRAME TYPE
1'-0"
1 TREAD DEPTH
104.42
90.00
HM DOOR - SEE SCHEDULE
HOLLOW METAL DOOR FRAME
1/4" SHIM
/8
PROVIDE CONTINUOUS
POLYURETHANE SEALANT TO
EACH SIDE OF THE DOOR FRAME
PROVIDE CONTINUOUS
POLYURETHANE SEALANT TO
EACH SIDE OF THE DOOR FRAME
2"
U.L. APPROVED PIPE SPACER ANCHORS
FOR EXISTING OPENINGS. PROVIDE A MIN.
(3) ANCHORS PER JAMB. ATTACH THE
ANCHORS TO THE EXISTING CONCRETE
HEAD SLEEVE ANCHORS.
EXISTING CONCRETE WALL. CUT THE
EXISTING DOOR FRAME FROM THE
EXISTING CONCRETE WALL OPENING.
SHEET LEGEND
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
P L
A N
N O
R T
H
DN
PORTION OF
WALLS/FLOORS/DUCT
WORK REMOVED/LEFT
OFF FOR CLARITY (TYP.)
SERVICE BAY
1. ASBESTOS-CONTAINING MATERIAL (ACM): ELECTRICAL WIRING INSULATION
CONTAINS ACM. ABATE IN ACCORDANCE WITH SPEC SECTION 02 08 14.01 25.
2. PAINT WITH LEAD (PWL): EXISTING PAINTED METALS TO BE RE-PAINTED SHALL
BE TREATED IN ACCORDANCE WITH SPEC SECTION 02 83 13.00 25.
104.42
90.00
8 10
DOOR SCHEDULE
DOOR FRAME
LOCATION SIZE THK. MAT'L TYPE HAND FIN./COLOR MAT'L TYPE HEAD JAMB THRES.
DOOR
NO.
E01 EL. 104.42 GOSS ALKYD3'-0" X 7'-0" 1 3/4" HM F LH HM F2 A4/A-102 A4/A-102 --
HM
LH
HOLLOW METAL (DOOR OR FRAME)
LEFT HAND
GOSS ALKYD
FIN./COLOR
DETAILSHWR.
SET
FIRE
RATING
ABBREVIATIONS
F
FLUSH
F2
SINGLE DOORE
HW-1, RE:
KEYNOTE 4
1. TWO EXISTING 1983-VINTAGE ELECTRIC TRACTION ELEVATORS SHALL BE
REFURBISHED. TYPE OF SERVICE SHALL BE CHANGED FROM "FREIGHT" TO
"FREIGHT PERMITTED TO CARRY PASSENGERS."
2. ALL EXISTING ELEVATOR EQUIPMENT TO BE REPLACED, INCLUDING BUT NOT
LIMITED TO: HOIST MOTOR, SPEED GOVERNOR CONTROLLER, AND BRAKES.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
3. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
CORRESPONDS TO THE SOUTH ELEVATOR.
4. ALL NEW PENETRATIONS IN THE ELEVATOR MACHINE ROOM RATED WALLS AND
FLOORS MUST BE FIRESTOPPED, SEE SPEC SECTION 07 84 00.00 23.
0-HOUR
1 EXISTING ELEVATOR HOISTWAY.
2 TO EXISTING SERVICE STAIR (N.I.C.).
3 EXISTING LADDER ACCESS TO SERVICE BAY ELEVATOR MACHINE ROOM.
4 EXISTING DOOR, FRAME, HARDWARE AND ANCHOR TO BE REMOVED. PATCH
AND REPAIR EXISTING CONCRETE WALL. INSTALL NEW INSULATED HOLLOW
METAL DOOR (E01 - SEE DOOR SCHEDULE) AND FRAME. MATCH EXISTING
DOOR STYLE. REPLACE DOOR HARDWARE IN KIND WITH HARDWARE RATED
APPROPRIATE FOR THE THE DOOR AND FRAME THAT IT IS TO BE INSTALLED.
THE NEW DOOR SHALL SWING OUTWARD IN THE DIRECTION OF EGRESS AS
SHOWN. PROVIDE:
HW-1
EXIT DEVICE TYPE 3 - PUSH PAD F08
* NARROW STYLE
COLOR:
FS 15056 BLUE OR APPROVED EQUAL. COLOR TO MATCH
EXISTING PERSONNEL DOORS AND FRAMES
5 EXISTING GUARDRAIL TO REMAIN. CLEAN WITH DETERGENT AND WIPE WITH
CLEAN, DRY CLOTH SATURATED WITH MINERAL SPIRITS.
6 EXISTING SHEET METAL DUCT.
7 CONTINUOUS EXTERIOR SEALANT BOTH SIDES OF NEW PIPE SLEEVE THROUGH
EXISTING CONCRETE WALL. RE: 07 92 00.00 23 JOINT SEALANTS.
8 2 X 4 BLOCKING FOR WALL-MOUNTED FURNITURE. SEE SHEET I-101 FOR
ADDITIONAL INFORMATION.
9 PREP AND PAINT EXISTING CONCRETE WALLS, COLOR TO BE PROVIDED BY THE
C.O.R..
10 EXISTING FIRE EXTINGUISHER, WALL BRACKET, AND SIGN TO REMAIN.
11. WALL-MOUNTED STEEL GUARDRAIL ASSEMBLY.
L
W A
R D
A N
S I
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
C
B R
O W
N
B
W H
IT
E
C
B R
O W
N
D E
M O
L
IT
IO
N A
N D N
E W W
O R
K
S O
U T
H M
A C
H
IN
E R
O O
M P
L A
N N
E V
IL
L E L
O C
K A
N D D
A M
B D
P .1
A -1
X X
X .d g n
A-102
4' 8'0 2'
/3
/2
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
W
N
B
ITEM DESCRIPTION
4' 8'0 2'
4' 8'0 2'
:1
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
C1
ELEVATOR MACHINE ROOM - SERVICE BAY
EL. 104.42
SCALE: 1/4" = 1'-0"
A1
ELEVATOR MACHINE ROOM - SERVICE BAY
EL. 104.42
SCALE: 1/4" = 1'-0"
A4
DOOR/HEAD JAMB DETAIL
SCALE: 3" = 1'-0"
B4
HANDRAIL DETAIL
SCALE: 1/4" = 1'-0"
SHEET KEYNOTES - DEMOLITION:
SHEET KEYNOTES - NEW WORK:
1 11 1
SHEET LEGEND
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
P L
A N
N O
R T
H
DN
UP
DN
UP
DN
UP
DN
UP
DN
DN
2 3
UP
UP
DN
2 9
DN
UP
DN
DN
UP
UP
DN
UP
DN
25 25
29 23
29 23
24 2728
0 8'4' 16'
SCALE: 1/8" = 1'-0"
10 10
10 10
1010 10
10 10
10 101312133 14 1312 2 13
30 30
21 NEW DOOR AND PARTITION. SEE C1/A-101.
22 NEW CALL STATION - FIRE RECALL LEVEL (SEE ELECTRICAL).
23 NEW CALL STATION - INTERMEDIATE. AT LEVELS 55, 43, 28, 9 (SOUTH),
5 (NORTH) AND -3 (SOUTH).
24 NEW CALL STATION - TERMINAL UP AT LEVEL 5.
25 NEW ELEVATOR ITEMS AT CAB. SEE DETAIL A1/A-501.
26 NEW LADDER. SEE A-502 FOR ADDITIONAL INFORMATION.
27 NEW CALL STATION-TERMINAL UP AT LEVEL -3.2.
28 NEW 6'-4" X 8'-4" HOISTWAY SMOKE CONTROL CURTAIN, TIED TO FIRE ALARM
SYSTEM. SURFACE MOUNT GUIDERAILS AND HEADBOX ON EXISTING CONCRETE
STRUCTURE.
29 EMERGENCY EXIT SIGN. SEE C1/A-502.
30 NEW PIT ACCESS SWITCH AT 48" A.F.F. SEE ELECTRICAL FOR ADDITIONAL
INFORMATION.
1 TYPICAL FLOOR PLAN AT LANDINGS EL 55.0, 43.0, 28.0, 9.0 (SOUTH),
5.0 (NORTH), AND -3.0 (SOUTH).
2 REMOVE CALL STATION AND MISCELLANEOUS SIGNS.
SEE ELECTRICAL FOR ADDITIONAL INFORMATION.
3 PREPARE AND PAINT EXISTING DOORS AND FRAMES PER KEYNOTE 4,
SHEET A-102.
4 REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO REMAIN;
PREPARE AND PAINT PER KEYNOTE 4, SHEET A-101.
5 EXISTING ELEVATOR CAR. SEE DETAIL A1/A-501.
6 REMOVE DOORS AND GATES. SEE DETAIL A1/A-501.
7 REMOVE IRON LADDER.
8 EXISTING FLOOR DRAIN TO REMAIN.
9 EXISTING HOISTWAY ACCESS SWITCH TO REMAIN (LEVEL 5/9 ONLY).
10 EXISTING SERVICE STAIR (N.I.C.).
11 EXISTING ELEVATOR MACHINE ROOM ACCESS STAIR. SEE SHEET A-101.
12 EXISTING HOLLOW METAL FRAME AT HOISTWAY ENTRANCE.
13 REMOVE EXISTING SEALANT AROUND DOOR FRAME COMPLETELY. PROVIDE
AND INSTALL NEW SEALANT, ASTM C920 COLOR TO MATCH ADJACENT
CONCRETE.
14 EXISTING PARTIAL HEIGHT WALL TO REMAIN.
15 EXISTING HOISTWAY FRAME TO REMAIN.
1 ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
CORRESPONDS TO THE SOUTH ELEVATOR.
2 ALL NEW PENETRATIONS IN THE ELEVATOR HOISTWAY RATED WALLS AND
FLOORS MUST BE FIRESTOPPED, SEE SPEC SECTION 07 84 00.00 23.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
C
B R
O W
N
L
W A
R D
B
W H
IT
E
C
B R
O W
N
A-103
A N
S I
D
V A
R
IO
U S E
L E
V A
T
IO
N L
E V
E L S A
N D P
IT
D E
M O
L
IT
IO
N A
N D N
E W W
O R
K
N O
R T
H S
O U
T H L
A N
D
IN
G P
L A
N S
B D
P .1
A -1
X X
X .d g n
/3
/2
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
W
N
B
ITEM DESCRIPTION
:1
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
C1
NORTH - DEMOLITION
EL. 72.00
SCALE: 1/8" = 1'-0"
D1
NORTH - DEMOLITION
EL. 90.00
SCALE: 1/8" = 1'-0"
C3
SOUTH - DEMOLITION
EL. 72.00
SCALE: 1/8" = 1'-0"
B1
NORTH - DEMOLITION
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
B3
SOUTH - DEMOLITION
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
D3
SOUTH - DEMOLITION
EL. 90.0
SCALE: 1/8" = 1'-0"
B2
NORTH - NEW WORK
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
C2
NORTH - NEW WORK
EL. 72.00
SCALE: 1/8" = 1'-0"
D2
NORTH - NEW WORK
EL. 90.00
SCALE: 1/8" = 1'-0"
D4
SOUTH - NEW WORK
EL. 90.0
SCALE: 1/8" = 1'-0"
C4
SOUTH - NEW WORK
EL. 72.00
SCALE: 1/8" = 1'-0"
B4
SOUTH - NEW WORK
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
A1
NORTH - DEMOLITION
PIT LEVEL (EL. -2.0)
SCALE: 1/8" = 1'-0"
A2
NORTH - NEW WORK
PIT LEVEL (EL. -2.0)
SCALE: 1/8" = 1'-0"
A3
SOUTH - DEMOLITION
PIT LEVEL (EL. -10.0)
SCALE: 1/8" = 1'-0"
A4
SOUTH - NEW WORK
PIT LEVEL (EL. -10.0)
SCALE: 1/8" = 1'-0"
Elevators Are Out Of Service
In Case Of Fire
Use Exit
FIREFIGHTERS' OPERATION
FIRE RECALL
OFF
ONRESET
AND TURN TO "ON"
INSERT FIRE KEY
TO RECALL ELEVATOR
OFF
UP DOWN
ACCESS
DOWN
Elevators Are Out Of Service
In Case Of Fire
Use Exit
DOWN
UP
Elevators Are Out Of Service
In Case Of Fire
Use Exit
UP
OFF
UP DOWN
ACCESS
SWITCHES
SERVICE
SMOKING
NO
ELEVATOR CO.
CAPACITY 4,000 LBS.
OPERATION
FIREFIGHTERS'
HELP IS ON THE WAY
WHEN FLASHING
EMERGENCY
CALL
HELP
1 2 3
ALARM STOP
RUN
DH
DOOR OPEN DOOR CLOSE
DOOR HOLD
STOP STOP
4"
4"
4"
GENERAL CALL STATION NOTES:
CALL STATION KEYNOTES:
ELEVATOR CAB KEYNOTES:
CONTROL PANEL KEYNOTES:
ELEVATOR
ERECTION BAY
SMOKING
NO
ELEVATOR CO.
CAPACITY 4,000 LBS.
ELEVATOR
ERECTION BAY
43 55
5 28
ALARM STOP
RUN
DH
DOOR OPEN DOOR CLOSE
DOOR HOLD
STOP STOP
43 55
5 28
ELEVATOR CAB
HERE
INSTRUCTIONS WILL GO
FIREFIGHTERS'
CONTROL OPERATING
PANEL (COP) GENERAL NOTES:
FIRE RECALL LEVEL INTERMEDIATE TERMINAL UP
MAIN PANEL
(ERECTION BAY) (ERECTION BAY)
AUXILIARY PANEL
S O
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S U
B M
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D B
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P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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B
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K E
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/2
1 DIMENSIONS AND CONFIGURATIONS FOR THE NEW HALL CALL STATIONS ARE
PROVIDED TO SHOW REQUIRED FEATURES AND THE GEOMETRY NECESSARY
TO COMPLETELY COVER THE RECESS LEFT EXPOSED AFTER REMOVAL OF THE
OLD POSITION INDICATORS. HOWEVER, THE DETAILS SHOWN ARE NOT
INTENDED TO LIMIT VARIATIONS ON HALL CALL STATION DESIGN. IT IS
RECOGNIZED THAT DIFFERENT MANUFACTURERS MAY HAVE DIFFERENT
DESIGN APPROACHES THAT WILL MAKE ACCEPTABLE SUBSTITUTIONS. HALL
CALL STATION LAYOUTS SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE
WITH THE REQUIREMENTS OF THE SPECIFICATIONS.
1 THE CAR OPERATING PANEL CONFIGURATION SHOWN IS PROVIDED TO
SHOW OPERATIONAL FEATURES OF THE CAR AS REQUIRED IN SPEC.
SECTION 14 21 00.10 28. THE ARRANGEMENT SHOWN IS NOT INTENDED TO
LIMIT VARIATIONS ON OPERATING PANEL DESIGN. IT IS RECOGNIZED
THAT DIFFERENT MANUFACTURERS MAY HAVE DIFFERENT DESIGN
APPROACHES THAT WILL MAKE ACCEPTABLE SUBSTITUTIONS. THE CAR
OPERATING PANEL LAYOUT SHALL BE SUBMITTED FOR APPROVAL IN
ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS.
11 17
16 17
10 13
1 ENGRAVED PICTOGRAPH PER ASME A.17.1 FIGURE 2.27.9.
2 DASHED LINE INDICATES APPROXIMATE LOCATION OF EXISTING CALL STATION.
3 FLOOR POSITION INDICATOR.
4 PHASE I FIRE FIGHTERS OPERATION KEY SWITCH WITH
ENGRAVED BORDER (COLOR: RED).
5 KEY OPERATED HOISTWAY ACCESS SWITCH.
6 VANDAL-RESISTANT RAISED METAL CALL BUTTON WITH
ADJACENT RAISED TEXT.
7 FACE PLATE: NO. 4 BRUSHED 304 STAINLESS STEEL.
8 HEAVY DUTY FACE PLATE, NEMA 4R FOR EXTERIOR APPLICATION,
FINISH: BRUSHED TYPE 316.
9 CONTINUOUS PERIMETER SEALANT, ASTM C920, COLOR: TO BE PROVIDED BY
THE C.O.R.
10 PROVIDE ELEVATOR CAB SIGNS PER DETAIL C1/A-502. MOUNT ABOVE NEW
METAL STUD CONSTRUCTION.
11 REPLACE EXISTING DOUBLE SECTION VERTICAL LIFTING CAR GATE AND
HOISTWAY DOOR PANELS WITH NEW STAINLESS STEEL CAR GATE AND PANELS.
12 REPLACE EXISTING AUXILIARY COP WITH NEW PER DETAIL A4/A-501. ENLARGE
CUTOUT IN CAB ENCLOSURE AS REQUIRED.
13 SS PANEL ON 2-1/2" METAL STUDS TO 6'-0" A.F.F. TO REDUCE CAB TO 42.2 SF IN
ACCORDANCE WITH ASME A17.1, PARA 2.16.1.2.
14 REPLACE EXISTING MAIN COP WITH NEW PER DETAIL A4/A-501.
15 EXISTING CAR ENCLOSURE TO REMAIN. PREP AND PAINT METAL PANELS IN
ACCORDANCE WITH NOTE 4/A-101. COLOR TO PROVIDED BY THE C.O.R.
16 REPLACE EXISTING VERTICAL LIFT CAR GATE AND BI-PARTING PASS-TYPE
HOISTWAY DOORS WITH NEW TWO-SECTION, FULL HEIGHT STEEL DOORS,
COLOR TO BE PROVIDED BY THE C.O.R.
17 PROVIDE AND INSTALL REOPENING DEVICE
18 EXISTING FLOOR FINISH TO REMAIN
19 EDGE OF ELEVATOR PLATFORM
21 ELEVATOR CAR IDENTIFICATION AND CAPACITY ENGRAVED INTO FACE PLATE.
REPLACE "ERECTION BAY" WITH "SERVICE BAY" IN SERVICE BAY ELEVATOR.
22 "NO SMOKING" ENGRAVED IN FACE PLATE.
23 POSITION INDICATION AND DIRECTION ARROW.
24 COMPANY NAME ENGRAVED INTO FACE PLATE.
25 FIRE SERVICE INDICATOR.
26 SWING DOOR WITH BARREL KEY AND OPERATING CERTIFICATE WINDOW.
27 EMERGENCY TELEPHONE SET WITH A SINGLE "HELP" PUSH-BUTTON TO
OPERATE A HANDS-FREE SPEAKER PHONE AND A CONVENTIONAL PUSH
BUTTON DIAL PAD.
28 ENGRAVED FIREFIGHTERS PHASE II OPERATING INSTRUCTIONS.
29 CONTINUOUS PERIMETER SEALANT, ASTM C920, COLOR: TO BE PROVIDED BY
THE C.O.R.
30 REPLACE "5" WITH "9" AND ADD BUTTON "-3" AT PANELS IN SERVICE BAY
ELEVATOR.
1. SEE STRUCTURAL FOR EXISTING HOISTWALL DIMENSIONS.
2. EXISTING PLATFORMS ARE 6'-4" X 7'-10 3/8".
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
4. CONTRACTOR TO VERIFY EXISTING PLATFORM TYPE.
5. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
CORRESPONDS TO THE SOUTH ELEVATOR.
L
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IN
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R S
P O
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O N
P O
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L A
N D D
IS
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B R
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E
W H
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C
B R
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IL
L E L
O C
K A
N D D
A M
B D
P .1
A -5
X X
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A-501 0 1' 2'
M
IS
C E
L V
E V
A T
O R D
E T
A
IL
S
/3
/2
P O
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O U
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T H S
O U
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B
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V A
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A B
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C O
E S B
A C
K C
H E
C K
A4
CONTROL OPERATING PANEL DETAILS
NOT TO SCALE
C1
HALL CALL STATIONS DETAILS
NOT TO SCALE
A1
ELEVATOR CAB DETAIL, TYPICAL
SCALE: 1" = 1'-0"
E L E
V A
T O
R P
IT
P A
C E
S
E A
S
P A
C E
S
E A
5"
LINE OF EXISTING ELEVATOR
SHAFT WALL
3/4" DIA X 1'-2" LONG STEEL
RUNGS WELDED TO
3/8" THICK X 2-1/2" WIDE BARS
LINE OF EXISTING
CONCRETE WALL
AND FOUNDATION
GENERAL SIGNAGE NOTES:
INTERIOR SIGNAGE DETAIL KEYNOTES:
1'-2"
BI-PARTING ELEVATOR DOOR
STEEL GRATE
HOLLOW METAL DOOR
SEALANT NO. 2 OR 4 BOTH SIDES
PRESSED STEEL FRAME
SHIM AS REQUIRED
ST 4X9.2 EMBEDDED TEE
ROUGH BUCK, SECURE
W/ 3 EXPANSION ANCHORS
1X1X1/4 EMBEDDED ANGLE
STEEL GRATE
THRESHOLD
2X2X1/4 EMBEDDED ANGLE
ST 4X9.2 EMBEDDED TEE
BI-PARTING ELEVATOR DOOR
HOLLOW METAL DOOR
WEATHERSTRIPPING
PRESSED STEEL FRAME
SEALANT # 2 OR 4, BOTH SIDES
SHIM AS REQUIRED
ROUGH BUCK, SECURE
W/ 3-EXPANSION ANCHORS
ELEVATOR CAB ELEVATOR CAB
MACHINE ROOM DOOR EMERGENCY EXIT SIGN FIRE EXTINGUISHER SIGN
GENERAL ELEVATOR NOTES:
USE STAIRS
IN CASE OF
FIRE
DO NOT USE
ELEVATORS
Authorized Personnel Only
Storage or Installation
Elevator is Prohibited.
of Equipment not
Pertaining to the
FREIGHT ELEVATOR
CLASS C-1 LOADING
CLASS
LOADING
C-1
THIS ELEVATOR DESIGNED
TO TRANSPORT LOADED
INDUSTRIAL TRUCK
MAXIMUM COMBINED
WEIGHT OF INDUSTRIAL
TRUCK AND LOAD NOT TO
EXCEED _____KG (_____LB)
FREIGHT ELEVATOR
PASSENGERS
PERMITTED
ARE
TO RIDE
IN THIS
ELEVATOR
ALLOWED
PASSENGERS
NOTICE
PLAN VIEW SECTION
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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1. SIGNS MUST CONSIST OF 0.080 INCH THICK ACRYLIC PLASTIC.
UNITS MUST BE FRAMELESS.
3 4
1 ANSI-COMPLIANT MACHINE ROOM SIGN SHALL BE ADHESIVE MOUNTED TO
OUTSIDE FACE OF NEW MACHINE ROOM DOOR IN ERECTION BAY. MOUNT SIGN
AT 5'-4" A.F.F. TO CENTERLINE.
2 ASME A17.1 COMPLIANT FREIGHT ELEVATOR SIGNS SHALL BE ADHESIVE
MOUNTED IN EACH OF THE TWO ELEVATOR CABS. MOUNT SIGNS AT 7'-0" A.F.F.
TO CENTERLINE.
3 NFPA 170 COMPLIANT EMERGENCY EXIT SIGN. MOUNT NEXT TO HALL CALL
STATION AT EACH LEVEL. MOUNT SIGN AT 5'-0" A.F.F. TO CENTERLINE.
4 NFPA 170 COMPLIANT FIRE EXTINGUISHER SIGN, 12" X 12". MOUNT SIGN AT 7'-0"
A.F.F. TO CENTERLINE.
1 ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
CORRESPONDS TO THE SOUTH ELEVATOR.
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IN
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P O
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IS
T R
B R
O W
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E
W H
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C
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K A
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B D
P .1
A -5
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A-502
0 1' 2'
A R
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/3
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P O
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V A
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C O
E S B
A C
K C
H E
C K
B4
ELEVATOR PIT LADDER DETAIL
SCALE: 1" = 1'-0"
C1
INTERIOR SIGNAGE DETAILS
SCALE: NONE
A1
EXISTING CONDITION @ LEVEL 90.00
SCALE: 3" = 1'-0"
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S U
B M
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T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
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C H
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K E
D B
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/2
/2
P L
A N
N O
R T
H
1 PROVIDE WALL-MOUNTED FOLDING DESK, MOUNTED WITH 13" DEEP WORK
SURFACE AT 38" ABOVE FINISHED FLOOR. POWDER-COATED STEEL
CONSTRUCTION; COLOR: GRAY. PROVIDE CYLINDER LOCK WITH TWO KEYS.
2 EXISTING CABINET TO REMAIN.
3 PROVIDE WALL MOUNTED CABINET 12" DEEP X 30" HIGH X 20" WIDE.
POWDER-COATED STEEL CONSTRUCTION; COLOR: GRAY. PROVIDE CYLINDER
LOCK WITH TWO KEYS. PROVIDE ONE FIXED SHELF.
1. ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
N N
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IL
L E L
O C
K A
N D D
A M
C
B R
O W
N
L
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B
W H
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E
C
B R
O W
N
I-101
B D
P .1
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4' 8'0 2'
/3
/2
4' 8'0 2'
F U
R N
IT
U R
E P
L A
C H
IN
E R
O O
M
UP
DN
P O
R T
L A
N D
O R
E G
O N
P O
W E
R H
O U
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O R
T H S
O U
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IA
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W
N
B
E L E
V A
T O
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N B
C O
E S B
A C
K C
H E
C K
A1
ELEVATOR MACHINE ROOM FURNITURE PLAN
EL. 104.42 - SERVICE BAY
SCALE: 1/4" = 1'-0"
C1
ELEVATOR MACHINE ROOM FURNITURE PLAN
EL. 104.42 - ERECTION BAY
SCALE: 1/4" = 1'-0"
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S
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
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C H
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K E
D B
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/2
/2
A1 SCALE: 1" = 50'-0" 0 1" 2"1/2"
EL. 72.00
EL. 55.00
EL. 43.00
EL. 28.00
EL. -2.00
EL. 5.00
EL. 90.00
EL. 113.00
EL. -10.00
EL. -3.00
EL. 9.00
EL. 28.00
EL. 43.00
EL. 55.00
EL. 72.00
EL. 90.00
EL. 113.00
ELEVATOR PIT
EL. 104.42
MACHINE ROOMMACHINE ROOM
ELEVATOR PIT
EL. 104.42
FIRE RECALL LEVEL
SECONDARY EXITSECONDARY EXIT
FIRE RECALL LEVEL
EL. 127.50
STRUCT.
ROOF DECK
EL. 127.50
ROOF DECK
STRUCT.
TOP OF
HOISTWAY DECK
ELEVATOR
TOP OF
HOISTWAY DECK
ELEVATOR
POWERHOUSE 2 LONGITUDINAL SECTION
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
B R
O W
N
:1
A N
S I
D
C
B R
O W
N
L
W A
R D
B
W H
IT
E
F-100
/3
/2
B D
P .1
F -1
X X
X .d g n
L
IF
E S
A F
E T
Y P
L
N
B
C O
L U
M B
IA
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IV
E R
P O
W E
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O U
S E N
O R
T H S
O U
H
E
E
V A
T O
R R
E H
A B
IL
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A T
IO
N B
C O
E S B
A C
K C
H E
C
ELEVATOR.
BAY CORRESPONDS TO THE SOUTH
THE NORTH ELEVATOR; SERVICE
1. ERECTION BAY CORRESPONDS TO
S O
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IT
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N N
O
F
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A M
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D E
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D B
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D E
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A R
K
D A
T E
S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
0 1" 2"1/2"
N
A1 SCALE: 1" = 50'-0"
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A 8F
L O
W
S T
A
S T
A
S T
A
SERVICE BAY
UNIT #11UNIT #12UNIT #13UNIT #14UNIT #15UNIT #16UNIT #17UNIT #18
ERECTION BAY
SERVICE STAIR (N.I.C.)
SECONDARY EXIT
FROM STAIR (N.I.C.)
SECONDARY EXIT
FROM STAIR (N.I.C.)
VISITOR STAIR (N.I.C.)
ERECTION BAY
ELEVATORS (N.I.C.)
VISITOR
FIRE DEPARTMENT ACCESS FROM STATE OF OREGON
SERVICE BAY
VISITOR STAIR (N.I.C.)
SERVICE STAIR (N.I.C.)
VISITOR ELEVATORS (N.I.C.)
CURTAIN ASSEMBLY
WITH FIRE AND SMOKE
SHAFT PROTECTED
SERVICE ELEVATOR
CURTAIN ASSEMBLY
WITH FIRE AND SMOKE
SHAFT PROTECTED
SERVICE ELEVATOR
POWERHOUSE 2 LIFE SAFETY PLAN - EL. 55.0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
F-101
M A
R K J S
A W
K A P .E
G E
C D J R
L
P .D .T
G E
C D
B J L
:1
A N
S I
D
/3
/2
B D
P .1
F -1
X X
X .d g n
S E
C O
N D P
O W
E R
H O
U S
E
L
IF
E S
A F
E T
Y P
L A
N E
L .0
P O
R T
L A
N D
O R
E G
O N
W
N
B
C O
L U
M B
IA
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IV
E R
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C
ELEVATOR.
BAY CORRESPONDS TO THE SOUTH
THE NORTH ELEVATOR; SERVICE
1. ERECTION BAY CORRESPONDS TO
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
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D B
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D E
S C
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IP
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N M
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D A
T E
S
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
ERECTION BAY UNIT #18 UNIT #17 UNIT #16 UNIT #15 UNIT #14 UNIT #13 UNIT #12 UNIT #11 SERVICE BAY
0 1" 2"1/2"
N
A1 SCALE: 1" = 50'-0"
S T
A
S T
A
S T
A
S T
A
S T
A 8F
L O
W
S T
A
S T
A
S T
A
S T
A
S T
A
FIRE DEPARTMENT ACCESS FROM STATE OF WASHINGTON
ERECTION BAY
VISITOR STAIR (N.I.C.)
ELEVATORS (N.I.C.)
VISITOR
VISITOR ELEVATORS (N.I.C.)
SERVICE STAIR (N.I.C.)
VISITOR STAIR (N.I.C.)
SERVICE STAIR (N.I.C.)
STAIR TO ELEVATOR MACHINE ROOM
EXTERIOR
SHAFT OPENS TO
SERVICE ELEVATOR
EXTERIOR
SHAFT OPENS TO
SERVICE ELEVATOR
POWERHOUSE 2 LIFE SAFETY PLAN - EL. 90.0 - FIRE RECALL LEVEL
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
F-102
M A
R K J S
A W
K A P .E
G E
C D J R
L
P .D .T
G E
C D
B J L
:1
A N
S I
D
/3
/2
S E
C O
N D P
O W
E R
H O
U S
E
L
IF
E S
A F
E T
Y P
L A
N E
L .0 F
IR
E R
E C
A L L L
E V
E L
B D
P .1
F -1
X X
X .d g n
P O
R T
L A
N D
O R
E G
O N
W
N
B
C O
L U
M B
IA
R
IV
E R
P O
W E
R H
O U
S E N
O R
T H S
O U
T H
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C
SOUTH FREIGHT ELEVATOR / SERVICE BAY
SHEET KEYNOTES
NO DEMOLITION
NO DEMOLITION
NO DEMOLITION
NO DEMOLITION NO DEMOLITION
NO DEMOLITION
NO DEMOLITION
NO DEMOLITION
GENERAL ELEVATOR NOTES:
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D R
A W
N B
Y
C H
E C
K E
D B
Y
/2
/2
P L
A N
N O
R T
H
0 8'4' 16'
SCALE: 1/8" = 1'-0"
UP
DN
UP
DN
UP
DN
DN
UP
UP
DN
UP
DN
UP
DN
DN
UP
UP
DN DN
UP
DN DN
1 HEAT DETECTOR NOT REQUIRED AT LEVEL 90.
2 HEAT DETECTOR REQUIRED ABOVE ELEVATOR DOOR.
3 HEAT DETECTOR NOT REQUIRED IN PIT.
1 ERECTION BAY CORRESPONDS TO THE NORTH ELEVATOR; SERVICE BAY
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
N N
E V
IL
L E L
O C
K A
N D D
A M
F-103
A N
S I
D B
D P .1
F -1
X X
X .d g n
/3
/2
H E
A T D
E T
E C
T O
R L
O C
A T
IO
N S
F
IR
E P
R O
T E
C T
IO
N
B
W H
IT
E
L
W A
R D
C
B R
O W
N
C
B R
O
P
W E
R H
O U
S E N
O R
T H S
O U
T H
C O
L U
M B
IA
R
IV
E R
W
N
B
E L E
V A
T O
R R
E H
A B
IL
IT
A T
IO
N B
C O
E S B
A C
K C
H E
C K
C1
NORTH - DEMOLITION
EL. 72.00
SCALE: 1/8" = 1'-0"
D1
NORTH - DEMOLITION
EL. 90.00
SCALE: 1/8" = 1'-0"
C3
SOUTH - DEMOLITION
EL. 72.00
SCALE: 1/8" = 1'-0"
B1
NORTH - DEMOLITION
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
B3
SOUTH - DEMOLITION
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
D3
SOUTH - DEMOLITION
EL. 90.0
SCALE: 1/8" = 1'-0"
B2
NORTH - NEW WORK
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
C2
NORTH - NEW WORK
EL. 72.00
SCALE: 1/8" = 1'-0"
D2
NORTH - NEW WORK
EL. 90.00
SCALE: 1/8" = 1'-0"
D4
SOUTH - NEW WORK
EL. 90.0
SCALE: 1/8" = 1'-0"
C4
SOUTH - NEW WORK
EL. 72.00
SCALE: 1/8" = 1'-0"
B4
SOUTH - NEW WORK
VARIOUS ELEV.
SCALE: 1/8" = 1'-0"
A1
NORTH - DEMOLITION
PIT LEVEL (EL. -2.0)
SCALE: 1/8" = 1'-0"
A2
NORTH - NEW WORK
PIT LEVEL (EL. -2.0)
SCALE: 1/8" = 1'-0"
A3
SOUTH - DEMOLITION
PIT LEVEL (EL. -10.0)
SCALE: 1/8" = 1'-0"
A4
SOUTH - NEW WORK
PIT LEVEL (EL. -10.0)
SCALE: 1/8" = 1'-0"
FOR MECHANICAL DEMOLITION PLAN
MACHINE ROOM. SEE SHEET MD111
SERVICE BAY SOUTH ELEVATOR
FOR MECHANICAL DEMOLITION PLAN
MACH…
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