2020-05-26_John Day_Fire Protection_Reference_Drawings_(Advertise Set).pdf
PDF 28 MB Posted
- Attached to
- John Day Control Room Fire Protection
- Solicitation number
- W9127N-20-R-0037
About this file
This document outlines a federal construction contract opportunity for fire protection upgrades to the John Day powerhouse control room. The solicitation seeks to lengthen tenability of the control room for controlled shutdown and emergency operation through fire hardening and pressurization of the control room and egress. A master fire alarm control panel, control room operator interface, and multiple annunciation panels will be installed along with fire and smoke detection in critical areas. Prospective offerors are requested to review plans and specifications, providing any feedback on specific areas and equipment for inclusion in a virtual site visit by December 14, 2020. The soliciting agency is the Department of the Army Corps of Engineers Engineering District Portland for this work focusing on fire detection and control room modifications to ensure tenability and emergency egress during a fire event.
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US Army Corps
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NO.
ACTION
MECHANICAL
REFERENCE DRAWINGS
DRAWING FILE NO. TITLE
(5)
(4)
(3)
(2)
(1)
DRAWING IS FOR REFERENCE ONLY
DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS
DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT COMPLETION OF THIS CONTRACT
DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT
DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT
REFERENCE DRAWING INDEX
ACTION NUMBER DEFINITIONS
ARCHITECTURAL
GENERAL
JDP-6-0-0/20
JDP-6-0-0/29
JDP-6-0-0/30
JDP-8-0-0/375
JDP-1.1-2-0/10
JDP-1.1-2-0/11
JDP-1.1-2-0/13
JDP-1.1-2-0/15
JDP-1.1-2-0/18
JDP-1.1-2-0/19
JDP-1.1-2-0/20
JDP-1.1-2-0/21
JDP-1.1-2-0/22
JDP-1.1-2-0/26
JDP-1.1-2-0/27
JDP-1.1-2-0/28
JDP-1.1-2-0/29
JDP-1.1-2-0/30
JDP-1.1-2-0/30A
JDP-1.1-2-0/31
JDP-1.1-2-0/32
JDP-1.1-2-0-32A
JDP-1.1-2-0/37
JDP-1.1-2-0/39
JDP-1.1-2-0/40
JDP-1.1-2-0/41
JDP-1.1-2-0/42
JDP-1.1-2-0/44
JDP-1.1-2-0/45
JDP-1.1-2-0/53
JDP-1.1-2-0/54
JDP-1.1-2-0/7
JDP-1.1-2-0/8
JDP-1.1-2-0/9
5 JDP-1.1-4-4/2
JDP-1-4-0/0
JDP-1-4-0/1
JDP-1-4-0/2
JDP-1-4-0/3
JDP-1-4-2/1
JDP-1-4-2/10
JDP-1-4-2/11
JDP-1-4-2/12
JDP-1-4-2/4
JDP-1-4-2/5
JDP-1-4-2/54
JDP-1-4-2/55
JDP-1-4-2/56
JDP-1-4-2/59
JDP-1-4-2/6
JDP-1-4-2/60
JDP-1-4-2/61
JDP-1-4-2/65
JDP-1-4-2/68
JDP-1-4-2/69
JDP-1-4-2/7
JDP-1-4-2/8
JDP-1-4-2/89
JDP-1-4-2/9
JDP-1-4-2/90
JDP-1-4-3/1
JDP-1-4-3/19
JDP-1-4-3/40
JDP-1-4-3/43
JDP-1-4-3/44
JDP-1-4-3/58
JDP-1-4-3/6
JDP-1-4-4/1
CONCRETE AND REINFORCEMENT
JDP-1.1-3-7/51
JDP-1.1-3-7/57
JDP-1.1-3-7/59
JDP-1.1-3-7/61
JDP-1.1-3-7/63
JDP-1.1-3-7/66
JDP-1.1-3-9/55
JDP-1.1-3-9/78
JDP-1.1-3-9/79
JDP-1.4-3-7/1
JDP-1.4-3-7/2
JDP-8-3-7/1
JDP-8-3-7/10
JDP-8-3-7/11
JDP-8-3-7/12
JDP-8-3-7/13
JDP-8-3-7/2
JDP-8-3-7/3
JDP-8-3-7/4
JDP-8-3-7/9
JDP-8-3-7/1B
JDP-8-3-9/17
JDP-8-3-9/18
NO.
ACTION
REFERENCE DRAWINGS
DRAWING FILE NO. TITLE
5 JDP-1.1-6-1A24/2
JDP-1.1-6-2D8/3
JDP-1.1-6-9A40/1
MISCELLANEOUS METAL
5 JDP-1-5-0/5
STA. SERVICE BAY LOADING DIAGRAM
PLAN- EL. 265.00 STATION SERVICE AND ASSEMBLY BAYS
PLAN- EL. 251.00 STATION SERVICE AND ASSEMBLY BAYS
GENERATOR BAYS TRANSVERSE SECTIONS
ARCHITECTURAL DOOR AND WINDOW SCHEDULES
ARCHITECTURAL PLANS EL. 251.00 AND EL. 229.00
ARCHITECTURAL PLANS EL. 207.00 & EL. 204.50
ARCHITECTURAL STA. SERVICE & ASSEMBLY BAYS-EL. 185.00
ARCHITECTURAL STA. SERVICE & ASSEMBLY BAYS-EL. 168.50
ARCHITECTURAL PLANS AND DETAILS - EL. 130.00
ARCHITECTURAL CONTROL ROOM PLAN AND DETAILS
ARCHITECTURAL TOILET ROOM BAY 9- EL. 185.00
ARCHITECTURAL TOILET ROOMS- PLANS AND SECTIONS
ARCHITECTURAL EMPLOYEES TOILET & LOCKER ROOMS
ARCHITECTURAL ROOM FINISH SCHEDULE
ARCHITECTURAL DOOR LOCATION PLANS- SHEET 1
ARCHITECTURAL DOOR LOCATION PLANS- SHEET 2
ARCHITECTURAL DOOR SCHEDULE- SHEET 1
ARCHITECTURAL DOOR SCHEDULE- SHEET 2
ARCHITECTURAL DOOR SHEDULE- SHEET 3
ARCHITECTURAL DOOR DETAILS- SHEET 1
ARCHITECTURAL DOOR DETAILS- SHEET 2
ARCHITECTURAL DOOR DETAILS- SHEET 3
ARCHITECTURAL DOOR DETAILS- SHEET 1
ARCHITECTURAL CONTROL & EQUIPMENT DOOR DETAILS
ARCHITECTURAL DOOR & WINDOW DETAILS AT EL. 281.00
ARCHITECTURAL WINDOW DETAILS
ARCHITECTURAL MISCELLANEOUS DETAILS- SHEET 1
ARCHITECTURAL MISCELLANEOUS DETAILS- SHEET 3
ARCHITECTURAL INTERIOR GRILLES
ARCHITECTURAL REFLECTED CEILING PLANS- SHEET 1
ARCHITECTURAL REFLECTED CEILING PLANS- SHEET 2
ARCHITECTURAL VISITORS BUILDING- SHEET 1
ARCHITECTURAL VISITORS BUILDING- SHEET 2
ARCHITECTURAL PLAN EL. 265.00
AIR CONDITIONING VENTILATION SCHEMATIC
AIR CONDITIONING STATION SERVICE & ASSEMBLY BAY CROSS SECTIONS
AIR CONDITIONING EL. 265- STATION SERVICE BAY
AIR CONDITIONING EL. 251- STATION SERVICE BAY
AIR CONDITIONING EL. 229- STATION SERVICE BAY
AIR CONDITIONING EL. 207- STATION SERVICE & ASSEMBLY BAY
PIPING DIAGRAMS CARBON DIOXIDE FIRE PROTECTION SYSTEM
STATION SERVICE BAY- EXPLOSED PIPING EL. 229 REST ROOM & EL. 207 PLANS & SECTIONS
ASSEMBLY BAY- EXPOSED PIPING PLAN EL. 229 SECTIONS & DETAILS
CIRCUIT BREAKER GALLERY COOLING SYSTEM- SHEET 1
CIRCUIT BREAKER GALLERY COOLING SYSTEM- SHEET 2
AIR CONDITIONING PLAN EL. 265 & 281 STATION SERVICE & ASSEMBLY BAYS
AIR CONDITIONING SECTION ASSEMBLY BAY
AIR CONDITIONING SECTION CENTRAL AIR COND. & FAN ROOM
AIR CONDITIONING VENTILATION DIAGRAM
AIR CONDITIONING CONTROL DIAGRAM
AIR CONDITIONING PLAN EL. 251.00 STATION SERVICE & ASSEMBLY BAYS
AIR CONDITIONING PLAN EL. 229.00 STATION SERVICE & ASSEMBLY BAYS
AIR CONDITIONING PLAN- EL. 207.00 STATION SERVICE & ASSEMBLY BAYS
AIR CONDITIONING SECTIONS MAIN UNIT & STATION SERVICE BAYS
AIR CONDITIONING VENTILATION DIAGRAM
PIPING DIAGRAM GENERATOR CARBON DIOXIDE FIRE PROTECTION SYSTEM
PIPING DIAGRAM STATION SERVICE BAY CO2 FIRE PROTECTION SYSTEMS
GENERATOR BAYS- CONCRETE OUTLINE TRANSVERSE SECTION BAYS 1 THRU 10
STA. SERVICE BAY- CONCRETE OUTLINE INTAKE- PLANS EL. 229.00 & 251.00
STATION SERVICE BAY- REINFORCEMENT UPSTREAM WALL ABOVE EL. 185.0
STATION SERVICE BAY- REINFORCEMENT INTAKE- ELEVATOR PENTHOUSE
STATION SERVICE BAY- REINFORCEMENT INTAKE- ELEVATOR SHAFT EL. 185.0 TO EL. 281.0
STATION SERVICE BAY- REINFORCEMENT INTAKE- FLOOR EL. 251.0
STA. SERVICE BAY- CONCRETE OUTLINE UPSTREAM WALL ABOVE EL. 185.00
STA. SERVICE BAY- CONCRETE OUTLINE INTAKE- TRANSV. & LONG. SECTIONS
ASSEMBLY BAY- REINFORCEMENT UPSTREAM WALL ABOVE EL. 185.0 SHEET 2
ASSEMBLY BAY- CONCRETE OUTLINE SECTION & DETAILS
ASSEMBLY BAY- REINFORCEMENT UPSTREAM WALL ABOVE EL. 185.0 SHEET 1
ASSEMBLY BAY- CONCRETE OUTLINE PLAN EL. 281.00 & VISITOR'S LOBBY
ASSEMBLY BAY- CONCRETE OUTLINE PLANS- EL. 300.17 & EL. 311.00
ASSEMBLY BAY- REINFORCEMENT INTAKE DECK EL. 281.0 SH. 2
ASSEMBLY BAY- REINFORCEMENT INTAKE DECK EL. 281.0 SH. 1
ASSEMBLY BAY- REINFORCEMENT FLOOR EL. 251.0 & EL. 265.0
ASSEMBLY BAY- REINFORCEMENT PENTHOUSE AND VISITORS LOBBY SHEET 3
ASSEMBLY BAY- REINFORCEMENT PENTHOUSE AND VISITORS LOBBY
ASSEMBLY BAY- CONCRETE OUTLINE PLANS- EL. 229.0, EL. 251.0 & EL. 265.0
ASSEMBLY BAY- REINFORCEMENT PENTHOUSE AND VISITORS LOBBY SHEET 1
ASSEMBLY BAY- REINFORCEMENT ELEVATOR, PIPE SHAFT AND STAIR INTERIOR WALLS, SH. 5
ASSEMBLY BAY- REINFORCEMENT ELEVATOR, PIPE SHAFT AND STAIR INTERIOR WALLS, SH. 4
ASSEMBLY BAY- REINFORCEMENT ELEVATOR, PIPE SHAFT AND STAIR INTERIOR WALLS, SH. 3
ASSEMBLY BAY- CONCRETE OUTLINE PLAN AT EL. 207.0 & SECTIONS
ASSEMBLY BAY- CONCRETE OUTLINE PLANS- EL. 154.0, EL. 168.5 & EL. 185.0
ASSEMBLY BAY- CONCRETE OUTLINE STAIRS- EL. 154.00 TO EL. 300.17
ASSEMBLY BAY- CONCRETE OUTLINE ELEVATOR SHAFT & DETAILS
ASSEMBLY BAY- CONCRETE OUTLINE AIR, PIPE & ELEVATOR SHAFTS
ASSEMBLY BAY- CONCRETE OUTLINE TRANSVERSE SECTION
STA. SERVICE & ASSEMBLY BAYS TRANSVERSE SECTIONS
GENERATOR BAYS TRANSVERSE SECTIONS
PLAN AT EL. 185.00
INDEX TO DRAWINGS
GENERATOR BAYS- CONCRETE OUTLINE TRANSVERSE SECTION BAYS 11 THRU 16
MISCELLANEOUS METAL RAIL DETAILS- SHEET 1
CONTROL & ELEC. EQUIP. ROOMS LAYOUT & DETAILS
INTAKE STATION SERVICE BAY- EL. 229
AIR CONDITIONING SYSTEM CONTROL DIAGRAMS SHEET 2
8TH FLOOR RENOVATIONS
ARCHITECTURAL ABBREVIATIONS, NOTES AND LEGENDS
ARCHITECTURAL FLOOR PLAN EL. 281.0
ARCHITECTURAL ROOF PLAN
ARCHITECTURAL BUILDING ELEVATIONS
ARCHITECTURAL INTERIOR ELEVATIONS II
ARCHITECTURAL EXTERIOR DETAILS I
ARCHITECTURAL EXTERIOR DETAILS II
ARCHITECTURAL DOOR DETAILS
ARCHITECTURAL DOOR AND WINDOW DETAILS
ARCHITECTURAL WALL TYPES SCHEDULE
ARCHITECTURAL FINISH SCHEDULE
MECHANICAL ATTIC PLAN HEATING, VENTILATION, AIR-CONDITIONING
MECHANICAL ROOF PLAN HEATING, VENTILATION, AIR-CONDITIONING
J D
P -X .X
X X -0
JDP-1.107_A-602
JDP-1.107_A-001
JDP-1.107_A-101
JDP-1.107_A-102
JDP-1.107_A-201
JDP-1.107_A-203
JDP-1.107_A-501
JDP-1.107_A-502
JDP-1.107_A-503
JDP-1.107_A-504
JDP-1.107_A-601
JDP-1.107_A-603
JDP-1.107_M-102
JDP-1.107_M-103
U.S. ARMY
DATE DESCRIPTION BY
SPEC. NO.
JDP-6-0-0/20
SHEET
COLUMBIA RIVER, WASHINGTON AND OREGON
SUBMITTED:
APPROVED: FOR DIV. ENGINEER
JOHN DAY LOCK AND DAM
PORTLAND, OREGON
U.S. ARMY ENGINEER DIVISION, N.P.
4-15-65
U.S. ARMYCORPS OF ENGINEERS
REVISION
10-04-012
H.V.J.
POWERHOUSE
SCALE AS SHOWN
CHIEF, ENGINEERING DIVISION
DATE
REVIEWED:
CHIEF, SAFETY BRANCH
HEAD, STRUCTURAL SECTION
PREPARED:
DESIGNED BY
H.V.J.
B.A.O.
AS CONSTRUCTED
HYDRO ELECTRIC DESIGN BRANCH, NPD
DATE BY
1973 JUL 26
DRAWN BY
INV. NO.-CIVENG 45-164-66-28
CHECKED BY
MFB
CHIEF, HYDRO-ELECTRIC DESIGN BRANCH
GENERATOR BAYS
TRANSVERSE SECTIONS
5 JAN 66
GENERAL REVISION
ECN 01-08-002 DD
RELABEL DRAINAGE/UNWATERING TUNNELS
MSC
TRANSVERSE SECTION THROUGH C UNITL
INTAKE DECK
TRANSVERSE SECTION
12" 10' 15' 20'5'0
"=1'-0"32
3SCALE:
RAILS
C TRANSFORMERL
SERVICE GALLERY
6'-0"X7'-0"
EL. 265.00
TRAYS
CABLE
BEAM
SUPPORT
GATE
CONTROL
CYLINDER
GATE
MU 13 ONLY
AIR CONDITIONER
EL. 251.00
PANEL
CONTROL
GATE
GALLERY
CIRCUIT BREAKER
FAN
AIR VENTS
PIPE GALLERY
CABLE &
CONTROL
CABLE TRAYS
EL. 207.00
GATE
GALLERY
STORAGE
O P
E R
A T
IN
G G
A T
E S
L O
T
B U
L K
H E
A D S
L O
T
EL. 185.00
MAIN ?????
FAN
EL. 168.50
EL. 155.50
EL. 201.50
SLOT
TRASHRACK
EL. 125.78
GALLERY
6'-0"X8'-0" DRAINAGE
EL. 110.50
C DISTRIBUTOR EL. 127.50L
EL. 118.25
C RUNNERL
NOSE
PIER
INTER.
108.50
EL.
C MANDOORLEL. 99.50
EL. 91.50
EL. 89.50
EL. 83.50
TUNNEL
DRAINAGE
EL. 69.00
3.5
EL. 111.50
EL. 109.00
CHAMBER
DIFFUSION
CONDUIT
SUPPLY
WATER
C EL. 138.00L
SLUICE GATE
4'-0"X3'-0"
EL. 150.00
STRAINER
FAN
GALLERY
PIPE
GALLERY
CONTROL
FISHWAY
EL. 168.50
CABLE TRAYS
CHANNEL
COLLECTION
FISH
EL. 185.00
TAILRACE DECK
50 TON GANTRY CRANE
MAX. T.W. 205.30
(SPILLWAY DESIGN FLOOD)
MIN. T.W. EL. 155.00
T.W. EL. 182.00
(1894 FLOOD)
EL 227.50
EL. 244.50
C UNITSL
GENERATOR
135,000 KW.
TURBINE PIT
EL. 67.75
INTER. PIER NOSE
L.P. EL. 51.50
EL. 39.50
TUNNEL
UNWATERING
5'-0"X7'-0"
S T
O P L
O G S
L O
T
BASE LINE
CONSTRUCTION
HOLE
DRAIN
CURTAIN
GROUT
EL. 253.00
BYPASS
FINGERLING
AND RACK CRANE
15 TON TRASH RACK
EL. 281.00
INTAKE DECK
RAILS
C TRANSFORMERL
GANTRY CRANE
100 TON INTAKE
TRANSFORMER
EL. 281.00
MAX. POOL EL. 276.00
FLOOD CONTROL POOL EL. 268.00
NORMAL POOL EL. 265.00
MIN. POOL EL. 257.00
A
A
28'-0" C. TO C. RAILS 26'-0" 4'-10"
28'-0" "2 15'-018'-0"4'-10" 6"
79'-0" "2 12'-10
2'-0" 2'-10"
23'-0"
26'-0"
C. TO C. GANTRY CR. RAILS
6'-0"2'-0"
6'-0"
25'-0"4'-0"31'-0"44'-0"4'-0" 6'-2"18'-4"
24'-6"
23'-6"
41'-0"
32'-0"9'-0"
13'-0"31'-9"
5'-3"
17'-6" 12'-0"
2'-6"
26'-6"6'-0"
5'-0" 48'-0"
31'-0"
33'-0"
102'-0"
52'-3"89'-0"
141'-3"
40'-9" 6'-0" 5'-6"
39'-0"
24"
24" 24"
18'-0"
C. TO C. RAILS
5'-0"
6'-0"
EQUIPMENT
P.T. & SURGE PROTECTION
4'-6"
6"
2-375 TON BRIDGE CRANES
INTAKE DECK
CABLE TRAYS
LINER
BOTTOM OF DRAFT TUBE
4' 0 4' 8'
GRAPHIC SCALE
DESCRIPTION BYREVISION DATE
SHEET
DATE
SUBMITTED:
AS SHOWN
CHECKED BY
DRAWN BY
DESIGNED BY
CHIEF, ENGINEERING DIVISION
CHIEF, HYDRO-ELECTRIC DESIGN BRANCH
PREPARED:
SCALE
APPROVED:FOR DIV. ENGINEER
REVIEWED:
SPEC. NO.
CHIEF, SAFETY BRANCH
DATE BY
HYDRO ELECTRIC DESIGN BRANCH, NPD
AS CONSTRUCTED
1973 JUL 26
JDP-6-0-0/29
5 JAN 66
HEAD, SECTION
H.V.J.
R.K.L.
POWERHOUSE
COLUMBIA RIVER, WASHINGTON AND OREGON
JOHN DAY LOCK AND DAM
PLAN-EL. 251.00
STATION SERVICE AND ASSEMBLY BAYS
U.S. ARMY ENGINEER DIVISION, N.P.
PORTLAND, OREGON
H.V.J.4-15-65 GENERAL REVISION
‰"=1'-0"
INV. NO.-CIVENG 45-164-66-28
12'
CORPS OF ENGINEERS U.S. ARMY
(OVERHEAD)
FAN
EL. 258.00
UC-1
UNIT CONDITIONER
SHAFT
ELEVATOR
FREIGHT
STORAGE
OIL
SHAFT.
ELEVATOR
PASSENGER 10'-0"X10'-0" OPENING
HALL
RF-1
FAN ROOM
EL. 251.00
EL. 229.00
PIPE GALLERY
EL. 251.00
MOTOR CONTROL CENTER CQ05
EL. 227.50
TELEPHONE EQUIPMENT ROOM INSTRUMENT REPAIR AND TEST ROOM STORE ROOM
PLATFORM
GATE REPAIR PIT
EL. 207.00
GATE STORAGE PIT
EL. 207.00
CONSTRUCTION BASE LINE
2'-6"X4'-0" ACCESS
FAN
CABINET
STATION SERVICE BAY ASSEMBLY BAY
U P
D N
S T
A
S T
A
S T
A
A
A
C
C
12" 13'-3" 12"
30'-6"
5'-0"30'-0"5'-0"45'-0"5'-0"6'-6"
24"
90'-0"79'-0"
5'-0" 12" 7'-8" 12" 8'-4" 12" 7'-0" 12" 12"12'-0"
16'-0"12"
6'-6"
SHAFT
CABLE
SHAFT
PIPE
AIR SHAFT
EQUIPMENT
CO2
4' 0 4' 8'
GRAPHIC SCALE
DESCRIPTION BYREVISION DATE
SHEET
DATE
SUBMITTED:
AS SHOWN
CHECKED BY
DRAWN BY
DESIGNED BY
CHIEF, ENGINEERING DIVISION
CHIEF, HYDRO-ELECTRIC DESIGN BRANCH
PREPARED:
SCALE
APPROVED:FOR DIV. ENGINEER
REVIEWED:
SPEC. NO.
CHIEF, SAFETY BRANCH
DATE BY
HYDRO ELECTRIC DESIGN BRANCH, NPD
AS CONSTRUCTED
1973 JUL 26
JDP-6-0-0/30
5 JAN 66
HEAD, SECTION
H.V.J.
R.K.L.
POWERHOUSE
COLUMBIA RIVER, WASHINGTON AND OREGON
PLAN-EL. 265.00
STATION SERVICE AND ASSEMBLY BAYS
U.S. ARMY ENGINEER DIVISION, N.P.
PORTLAND, OREGON
H.V.J.4-15-65
‰"=1'-0"
INV. NO.-CIVENG 45-164-66-28
12'
CORPS OF ENGINEERS U.S. ARMY
GENERAL REVISION.
JOHN DAY LOCK AND DAM
6"
5†"
EL. 227.50
OFFICE SPACE NO.2
EL. 265.00
SHAFT
ELEVATOR
FREIGHT
CLOSET
CLOSET
STORAGE
MICROWAVE ROOM
JANITOR
TOILET
MEN'S
CHASE
DUCT
LOUNGE
HALL
E.W.C.
P I
A C
E
TOILET
WOMEN'S
E L
S T
A
EL. 265.00
PIPE TRENCH
CABLE TRAYSEL. 265.00
CABLE SHAFT
CURB
FAN
SERVICE GALLERY
CABLE TRAYS
CONSTRUCTION BASE LINE
EL. 265.00
S T
A
OFFICE SPACE NO.3
EL. 265.00
GATE REPAIR PIT
EL. 207.00
GATE STORAGE PIT
EL. 207.00
ƒ ƒ
12" 12" 12" 12" 24"
12"
12"
"PANEL CD3
STATION SERVICE BAY ASSEMBLY BAY
OFFICE SPACE NO.1
EL. 265.00
LOBBY
PLATFORM
S T
A
A
A C
C
U P
D N
PIPE SHAFT
DN 8R
4'-0"
6'-0" 36'-0"
6'-6" 60'-…" 5'-6" 6'-6" 5'-0" 45'-0" 5'-0" 30'-0" 5'-0"
24'-1•" 9'-0" 4'-0" 9'-0" 4'-0" 9'-0" 19'-10•" 5'-0" 7'-8" 8'-4" 7'-0" 10'-6" 9'-0" 4'-0" 9'-0" 4'-0" 9'-0" 10'-6"
13'-3"
79'-0" 90'-0"
BUILDING STRONG®
HYDROELECTRIC DESIGN CENTER15
g2oddsmc Rectangle g2oddsmc Line g2oddsmc Line g2oddsmc Line g2oddsmc Line g2oddsmc Text Box A g2oddsmc Text Box N1 g2oddsmc Text Box N2 g2oddsmc Text Box N3 g2oddsmc Text Box N4 g2oddsmc Text Box N6a g2oddsmc Text Box N5 g2oddsmc Rectangle g2oddsmc Line g2oddsmc Line g2oddsmc Line g2oddsmc Line g2oddsmc Text Box B N14 g2oddsmc Text Box N9 g2oddsmc Text Box N8 g2oddsmc Text Box N10 g2oddsmc Text Box N11 g2oddsmc Text Box N12 g2oddsmc Text Box N13
CORPS OF ENGINEERS
CR05
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1 EFJ EXHAUST FAN NO.J
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IWH9A.B.C WATER BO ILER
ON OFF AUTO 1 FI FILTER CONTROL
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1 UC3 UNIT CONDITIONER N0.3
1 UC2 UNIT CONDITIONER N0.2
I UC1 UNIT CONDITIONER N0.1
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SW
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INTERLOCKS
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UNIT CONDITIONER
TYPICAL FOR UNIT CONDITIONERS
NUMBERS 2 AND 3 WITH
APPROPRIATE NUMERICAL
DESIGNATIONS
CR07
R30 ~ 1 HWB-1
------------------ -- -- __ _J
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OL
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DL
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,-- ----1
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63X
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1 x
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CONTACTS
CONTACT
CR01
- - - - - - - - - - - - - - - - - - - - • 1
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EF11-2
EXHAUST FAN
!:,, EXCEPT CROI
OFF REMOTE
I
L ____ _
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EF 11
E F 11
I EF 11
I
____ J
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EF 11-5
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AS CONSTRUCTED
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1 x
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OFF CD VENT MAINTAINED
CONTACTS
CONTACT OFF VENT
1 x 2 x 3 x 4 x
NOTE
1. FOR GENERAL NOTES AND LEGEND REFER TO DRAWING
JDP-1 .1-6-1 A0/1.
5 8 JAN IJ CHANGED 52SF1 SOFT START TO A-T-L STARTER FOR FAN SF1
4 0 July 12 VECTOR CONVERSION VERIFICATION & o.c.
3 IJ DEC 85 CHANGE TD "FILTER DRIVE & CONTROL"-w.o. 55233
2 26 AUG 77 MINOR REVISION
12 JULY 67 REVISED TO COORDINATE WITH SHOP DRAWINGS
REVISION DATE DESCRIPTION
DO/OS
U.S. ARMY ENGINEER DIVISION. N.P.
DESIGNED BY·--~-~~-----
DRAWN BY --------~~f
CHECKED BY: .... }.Y_ ____ _
PREPARED:
L. T. Fi sher -- --
HEAD, ELECTRICAL SECTION
PORTLAND, OREGON
JOHN DAY LOCK AND DAM
COLUMBIA RIVER, WASHINGTON ANO OREGON
POWERHOUSE
AIR CONDITIONING SYSTEM
CONTROL DIAGRAMS
SHEET 2
CAR
SMC
RB
JEW
WHR
BY
APPROVED: FOR DIV- ENGINEER DATE 5 JAN 1966
Gordon H.Fernald Jr.
R.C. Schuknecht SCALE AS SHOWN SPEC. NO.
CHIEF, HYDRO-ELECTRIC DESIGN BRANCH
DATE 15 OCT 1975 BY E.M. Skurdahl INV. NO.-CIVENG 45-164-66-28 J DP-1 1-6-1A24/2
----· ----- ......... . .......... ----- ·----- ...... . SHEET 17
L
IC
IT
A T
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N N
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F
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E N
A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
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S
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E
S U
B M
IT
T E
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
D
C
B
A
D A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
C
8'4'0'
ABBREVIATIONS REFERENCE SYMBOL LEGEND GENERAL NOTES
F.O.B.
FIRE EXTINGUISHER CABINETFEC
V.I.F. VERIFY IN FIELD
EXP.JT.
E.J., OR
EACHEA.
HYDRAULICHYD
JOINT
LONG LEG VERTICAL
LONG LEG HORIZONTAL
JANITOR
INSULATION
LLH
LLV
JT.
J.
INSUL.
FINISH GRADEF.G.
GYPSUM WALL BOARD
GRAB BAR
HELVETICA REGULAR
HORIZONTAL
HOLLOW METAL
HEIGHT
HELVETICA MEDIUM
HARDWARE
GRID LINE
GALVANIZED
GAGE, GAUGE
FLOOR DRAIN
FLOOR (ING)
GL
HELV MED
HELV REG
HORIZ.
H.M.
HT.
HW, HDWR
GALV.
GB
GA.
FLR.
F.D.
F.E.C.
EXPANDED POLYSTYRENE
EXTERIOR INSULATION
FACE BRICK MODULAR
FACE OF CONCRETE
FEDERAL STANDARD
EXTERIOR PAINT
FINISH (ED)
EXPANSION JOINT
EXTERIOR
EXPOSED
EQUIPMENT
EQUAL
ELEVATION
ELECTRIC (AL)
EXISTING
FED STD
FIN.
F.F.
F.B.M.
F.O.C.
EIFS
EXIST.
EXT.
EPS
EXP.
EPT
EQUIP.
EQ.
ELEC.
EL.
WATER RESISTANT
L
WR
WD.
ANGLE
AND
WOOD
UNLESS NOTED OTHERWISE
VINYL COMPOSITION TILE
TOILET TISSUE DISPENSER
VAPOR RETARDER
VEST.
W/
W.
V.C.T.
VERT.
V.R.
VESTIBULE
WITH
VERTICAL
UNO
UTIL.
TYP.
TSC
T.O.
TTD
UTILITY
TYPICAL
TOP OF
SOLID CORE WOOD
SOAP DISPENSER
STANDARD WEIGHT
STRUCTURAL
SPECIFICATION (S)
SQUARE FEET
STD WT
T & G
TB
T.
STOR.
SUSP.
STRUCT.
TREAD
TOWEL BAR
STORAGE
SUSPENDED
STEEL
SND
SNTD
SQ.
SPEC.
SCWD
SD
S.F.
SIM.
SQUARE
SIMILIAR
COMPENSATIONCOMP
DOWN
CONCRETE
CAST-IN-PLACE CONC.
DOUBLE
DRINKING FOUNTAIN
DRAWING
DOWNSPOUT
DOOR
DIMENSION
DIAMETER
DETAIL
CONTINUOUS OR CONTINUE
CONCRETE MASONRY UNIT
CORRIDOR
DIM.
DWG.
D.F.
DBL
DN.
DS.
DR.
C.P.C.
DET.
DIA.
CONT.
C.M.U.
CONC.
CERAMIC MOSAIC TILE
BRACKET
CLOSET
CERAMIC TILE
CAST IN PLACE
BUILT UP ROOF
CENTER
CLEAR (ANCE)
CEILING
CAST IRON
CARPET (ED)
BASEMENT
BUILDING
BOTTOM
BOARD
C.I.
CLR.
COL.
CMT
CTR
CLG.
CL
CT
C.I.P.
BSMT.
CPT.
BUR
BLDG.
BRKT.
BOT.
BD.
ACOUSTICAL
ARCHITECT (URAL)
BETWEEN
ANCHOR BOLT
ALUMINUM
ACOUSTICAL TILE
ABOVE FINISHED FLOOR
AB
BET.
ARCH.
ACOUST.
ALUM.
ACT.
A.F.F
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
PLASTIC LAMINATE
ORIENTED STRAND BOARD
POLE AND SHELF
ON CENTER (S)
NOT TO SCALE
NOT IN CONTRACT
OPP. OPPOSITE
PLYWD.
P. LAM.
PT.
PTD/WR
OSB
P & S
PLYWOOD
PAINT
OPEN'G
O.C.
N.T.S.
N.I.C.
NO.
OPENING
NUMBER
MEDICINE CABINET
MOISTURE RESISTANT
MISCELLANEOUS
MECHANIC (AL)
MATERIAL (S)
MANUFACTURER (ING)
MECH.
M.R.
MISC.
MIN.
MC
MAX.
MAT.
MFR.
MINIMUM
METAL
MAXIMUM
M. MEN
FACE OF BRICK
SL SHAFT LID
PRECAST CONC. SPLASHBLOCKSB
F.O.S. FACE OF STUD FRAMING
F.R.T. FIRE RETARDANT TREATED
FINISH FLOOR
COLUMN
PR PAIR
MET.
MB
MO
MOISTURE BARRIER
MASONRY OPENING
REFRIGERATOR
EWC ELECTRIC WATER COOLER
GWB
IN LIEU OFILO
ST.
SAC
TONGUE AND GROOVE
SS
F.O.E. FACE OF E.I.F.S.
C.W.
C.Q. CHIEF OF QUARTERS
COMMERCIAL WASHER
D.
WOMEN OR WASHING MACHINE
DRYER (CLOTHES/DUPLEX)
SANITARY NAPKIN DISPOSER
AND TAMPON DISPENSER
SANITARY NAPKIN
F.R.P. FIBER REINFORCED PLASTIC
AND FINISH SYSTEM
RCP REFLECTED CEILING PLAN
T.D.B.U. TOP-DOWN BOTTOM-UP
PAPER TOWEL DISPENSER
AND WASTE RECEPTACLE
SUSP. ACOUSTIC CEILING
DISPENSER
TOILET SEAT COVER
A.T. ANTI-TERRORISM
PTD PAPER TOWEL DISPENSER
OWSJ OW STEEL JOISTS
VTR. VENT THRU ROOF
CORR.
COR. CONTRACTING OFFICER REP.
REP. REPRESENTATIVE
MS MOP SINK
STAINLESS STEEL OR SERVICE SINK
S.I.S. SUSTAINABILITY INFORMATION SIGN
1.
6.
4.
3.
2.
10.
11.
12.
13.
14.
5.
THESE NOTES AND OTHER DRAWING INFORMATION.
REFER TO THE SPECIFICATIONS FOR INFORMATION THAT SUPPLEMENTS
WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS.
OPENINGS, NON-BEARING WALLS, CURBS, DRAINS, DEPRESSIONS, RAILINGS,
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW
ARCHITECTURAL DRAWINGS ARE FOR INFORMATION INCLUDING, BUT NOT
OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS.
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS
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
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 ALL DIMENSIONS, EXISTING UTILITIES,
COMPONENTS AND SYSTEMS.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC INFORMATION ON
DRAWINGS IS FOR COORDINATION AND LOCATIONAL PURPOSES ONLY.
MECHANICAL AND ELECTRICAL INFORMATION SHOWN ON ARCHITECTURAL
TO SIMILAR WORK THROUGHOUT THIS BUILDING UNLESS NOTED OTHERWISE.
TO SHOW ALL DETAILS 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
MATCH WITH EXISTING.
MATCH REQUIREMENTS INDICATED. FIELD COMPARE MATERIALS TO CONFIRM
SELECTION OF EXTERIOR MATERIALS SHALL FOLLOW COLOR AND PATTERN
IS REQUIRED FOR ACCEPTABLE APPEARANCE.
ADJACENT FINISHED CONDITION. COR SHALL DETERMINE WHEN REPLACEMENT
REPAIR OR REPLACE SURFACES DAMAGED DURING CONSTRUCTION TO MATCH
WORK.
TRIM ITEMS TO FIT AND OTHERWISE ENSURE PROPER INSTALLATION OF ALL
WITHIN SPECIFIED TOLERANCES AND DIMENSIONS. CONTRACTOR SHALL
OR OTHER AS PERMITTED BY IBC) AS REQUIRED TO BRING CONSTRUCTION
CONTRACTOR SHALL PROVIDE APPROPRIATE SHIMMING MATERIAL, (METAL
7.
8.
9.
DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF NOTED IN FULL.
PROVIDED AS IF DRAWN IN FULL. REPETITIVE FEATURES NOT NOTED ON THE
REPETITIVE FEATURES NOTED TYPICAL ON THE DRAWINGS SHALL BE COMPLETELY
INCHES.
ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS ARE INDICATED IN FEET AND
PROCEEDING WITH THE WORK.
BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER BEFORE
REFERENCED STANDARDS AND THE GOVERNING CODES, DISCREPANCIES SHALL
IN CASE OF DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS,
SECTIONS
ELEVATIONS
DETAILS
WINDOW TAG
MATCHLINE
CENTERLINE
CENTER LINE
ELEVATION MARKER
REFERENCE
ELEVATION
INTERIOR
WALL TYPE IDENTIFICATION TAG
ROOF SLOPE INDICATOR, RISE OVER RUN5
A
DETAIL
SCALE: 12" = 1'-0"
X
A-000
DIRECTION OF ELEVATION VIEW
ELEVATION IDENTIFICATION
PLATE NUMBER WHERE ELEVATION IS DRAWN
X
A-000
DIRECTION OF SECTION VIEW
SECTION IDENTIFICATION
PLATE NUMBER WHERE SECTION IS DRAWN
X
A-000
DETAIL IDENTIFICATION
PLATE NUMBER WHERE DETAIL IS DRAWN
PLATE NUMBER WHERE ELEVATION IS DRAWN
DRAWING IDENTIFICATION
GRAPHIC SCALE
DOOR IDENTIFICATION NUMBER
CBB CEMENTITIOUS BACKER BOARD
FIRE EXTINGUISHER CABINET
A
101A
ELEVATOR LOBBY
ROOM NAME
ROOM NUMBER
TZ-1 FLOORING TYPE
NOTED OTHERWISE ON THE PLANS.
WALL DIMENSIONS ON FLOOR PLANS ARE TAKEN TO CENTER OF STUD UNLESS
8 KEY NOTE TAG
EL. 281.00'
T.O. FINISH FLOOR
B
A
D
C
A-203
A
VIEW REFERENCE
ELEVATION IDENTIFICATION
DRAWING TITLE
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
U .S
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
IC
T
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -0
X X
X .d g n
A-001
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
N O
T E
S A
N D L
E G
E N
D S
A B
B R
E V
IA
T
IO
N S
A R
C H
IT
E C
T U
R A
L
D A
N
IE
L L E S
T E
P H
E N
S P .E
W
N -1
-B -0
A N
S I
D
:1
L
IC
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A T
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N N
O
F
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E N
A M
E
D W
N B
Y
C K
D B
Y
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
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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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
ELEVATOR SHAFT
HALLWAY 2
KITCHENETTE
109 OFFICE 1
OFFICE 2
OFFICE 3
OFFICE 4
CONFERENCE
HALLWAY 3
RECEPTION LOBBY
PIPE SHAFT
HALLWAY 1
ELEVATOR LOBBY WEST
ELEVATOR LOBBY EAST
EXIT STAIRS
CLOSET
TOILET 1
TOILET 2
OFFICE 5
UP
DN
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
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
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -1
X X
X .d g n
A-101
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
A R
C H
IT
E C
T U
R A
L
E L .0
F L
O O
R P
L A
N
N
01 01
A
A B
B
C C
D
B
GG
A
TZ-2
TZ-1
TZ-1
TZ-1
TZ-2
TZ-1
TZ-1
19'-0"9'-4"
15'-1" 13'-2" "2 11'-9R.O.
"2 13'-4
7 7
KEY NOTES:
106B 106C
F
IN
IS
H F
A C
E
CPT-1 CPT-1
CPT-1
CPT-1
CPT-1
5°
4' 8'0 2'
TZ-1
D
A
1/A-203
B
A
1/A-203
KEY NOTE DETAIL KEY NOTE DETAIL
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
SURFACE MOUNTED FIRE EXTINGUISHER CABINET
SEMI-RECESSED FIRE EXTINGUISHER CABINET
EXISTING GLASS DOOR ASSEMBLY TO REMAIN
TUBULAR SKYLIGHT IN CEILING, TYPICAL OF 5
EXISTING MONOLITH (EXPANSION) JOINT
HANDRAIL, PROVIDE CONTINUATION OF EXISTING
EXISTING HANDRAIL
AND CARPET
FLOORING TRANSITION STRIP BETWEEN TERRAZZO
R .O
3'-3"
N
IE
L L E S
T E
P H
E N
S P .E
REF
G-102
NEW TERRAZZO
TRANSITION LINE BETWEEN EXISTING TERRAZZO AND
FFF
LOUVER FENCE
6'-4"
C
C C
CONSTRUCTION
WALL-MOUNTED ROOF ACCESS LADDER
SIM.
7/A-506 4/A-505, 5/A-505
PRESENTATION BOARD
W
N -1
-B -0
A N
S I
D
135°
K Z
A D
D
IT
IO
N O
F R
O O
M
M -1
CPT-1
/3
/1
A
FLOOR PLAN - EL. 281.0
SCALE: 1/4" = 1'-0"
A
A-201
B
A-201
C
A-201
D
A-201
A-503
A-501
A-505
A-504
A-505
A-503
A
A-301
A-505
A-503
A
A-401
A-504
A-503
B
A-302
A
A-302
A-501
A-501
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
S L
S L
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -1
X X
X .d g n
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
R O
O F P
L A
N
A R
C H
IT
E C
T U
R A
L
A-102
4' 8'0 2'
N
EE E
E
1 1
5'-8"
KEY NOTE DETAIL
TUBULAR SKYLIGHT, TYPICAL OF FIVE
METAL CANOPY ROOF
D A
N
IE
L L E S
T E
P H
E N
S P .E
EXISTING GUARDRAIL TO REMAIN, TYPICAL
EXISTING METAL INSPECTION PLATFORM TO REMAIN
CONSTRUCTION
SEE MECHANICAL
ROOF MOUNTED PACKAGED HEAT PUMP SYSTEM,
SEE MECHANICAL
EXISTING SPLIT SYSTEM HEAT PUMP OUTDOOR UNIT,
WALL-MOUNTED ROOF ACCESS LADDER
10 EXISTING ROOF VENTILATOR TO REMAIN -
KEY NOTE DETAIL
1/A-501
5/A-502, 6/A-502
2/A-502
SEE MECHANICAL SHEET M-103
SPLIT SYSTEM HEAT PUMP OUTDOOR UNIT,
EXHAUST FAN, SEE MECHANICAL SHEET M-103 -
4/A-505, 5/A505
OUTDOOR AIR INLET, SEE MECHANICAL SHEET M-103 -
SEE MECHANICAL SHEET M-103
BAROMETRIC RELIEF AIR EXHAUST VENT,
13 -
TO BE REMOVED, SEE MECHANICAL
EXISTING SPLIT SYSTEM HEAT PUMP OUTDOOR UNIT
W
N -1
-B -0
A N
S I
D
K Z
R E
L O
C A
T E O
N E T
U B
U L
A R S
K Y
L
IG
H T
/3
/1
M
-1
E
A
8TH FLOOR ROOF PLAN
SCALE: 1/4" = 1'-0"
A-502
A-502
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
D A
T E
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
D A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
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
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -2
X X
X .D
G N
G E
C D
M G
Z
G E
C D
M G
Z
G E
D D
R M
T
B U
IL
D
IN
G E
L E
V A
T
IO
N S
A R
C H
IT
E C
T U
R A
L
A-201
EL. 281.00'
INTAKE DECK
T.O.C. AT
EL. 281.00'
T.O. FINISH FLOOR
EL. 281.00'
INTAKE DECK
T.O.C. AT
EL. 281.00'
T.O. FINISH FLOOR
8'0 4' 16'
8'0 4' 16' 8'0 4' 16'
8'0 4' 16'
KEY NOTES:
2 1
4/A-502
TYP.
EXISTING GANTRY CRANE POWER LINE TO REMAIN
EXISTING GLASS BLOCK TO REMAIN, TYPICAL
EXISTING SIGN TO REMAIN
EXISTING GUARDRAIL TO REMAIN, TYPICAL
EXISTING LIGHT FIXTURES TO REMAIN, TYPICAL OF 5
EXISTING ROOF VENTILATOR TO REMAINEXISTING METAL INSPECTION PLATFORM TO REMAIN
KEY NOTE DETAIL KEY NOTE DETAIL KEY NOTE DETAIL
WINDOW - SEE WINDOW SCHEDULE
REPLACE EXISTING WINDOW WITH STOREFRONT
WALL - SEE DOOR SCHEDULE
EXTERIOR DOOR IN CUT OPENING IN CONCRETE
D A
N
IE
L L E S
T E
P H
E N
S P .E
RELOCATED BUILDING SIGN
INFILL EXISTING OPENING WITH WALL TYPE 14
REF
A-101
REF
A-101
REF
A-101
REF
A-101
METAL CANOPY ROOF
WALL-MOUNTED ROOF ACCESS LADDER
G
KEY NOTE DETAIL
C
5/A-502, 6/A-502
SEE SHEET A-601
INFILL EXISTING OPENING WITH WALL TYPE 03,
SEE SHEET A-601
INFILL EXISTING OPENING WITH WALL TYPE 04,
SEE ELECTRICAL SHEET E-102
LIGHT FIXTURE, TYPICAL OF 2
EXHAUST FAN, SEE MECHANICAL SHEET M-103 -
W
N -1
-B -0
A N
S I
D
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
B
EAST ELEVATION
SCALE: 1/8" = 1'-0"
C
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
D
WEST ELEVATION
SCALE: 1/8" = 1'-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
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
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -2
X X
X .d g n
G E
C D
M G
Z
G E
C D
M G
Z
G E
D D
R M
T
A R
C H
IT
E C
T U
R A
L
A-203
2' 4'0 1'
IN
T
E R
IO
R E
L E
V A
T
IO
N S I I
KEY NOTES:
KEY NOTE DETAIL
KEY NOTE DETAIL KEY NOTE DETAIL
2 2
PROVIDE HANDRAIL CONTINUATION
EXISTING GLASS BLOCK
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
NOT IN USE
EXISTING TERRAZO BASE
PRECAST TERRAZZO BASE
5 5
56 6
EXISTING HANDRAIL
PLAN
SUSPENDED ACT CEILING - SEE REFLECTED CEILING
JOINT BETWEEN HANDRAILS
EXISTING PLASTER CEILING
D A
N
IE
L L E S
T E
P H
E N
S P .E .2' 4'0 1' 2' 4'0 1'
8'-0"
CONTINUE WALL UP TO EXISTING CONCRETE CEILING
(H
E
IG
H T O
F E
X
IS
T
IN
G C
O N
C R
E T
E C
E
IL
IN
G
(H
E
IG
H T O
F E
X
IS
T
IN
G P
L A
S T
E R C
E
IL
IN
G
1'-0"
CMU WALL SEISMIC REINFORCEMENT (HORIZONTAL)
CMU WALL SEISMIC REINFORCEMENT (VERTICAL)
SEALANT JOINT
NOTE 2
NOTE 1
NOTES:
CMU WALL BOND BEAM NOTE 3
REF
A-101
REF
A-101
REF
A-101
PLAN ON SHEET A-101 FOR WALL TYPE IDENTIFICATION
PAINTED GYPSUM PLASTER WALL FINISH, SEE FLOOR
SEE SHEET A-603
EXISTING PLASTER, FINISH AS SCHEDULED,
ON WALL UP TO 6-INCHES ABOVE CEILING FINISH
PAINTED GYPSUM PLASTER WALL FINISH PROVIDED
3. TWO #4 BARS SOLID GROUTED IN BOND BEAM (TYP.)
INTO OPEN CELLS OF THE CMU (TYP.)
OF 3,000 POUNDS IN TENSION AND 600 POUNDS IN SHEAR. SOLID GROUT THE REBAR
CONCRETE FLOOR A DEPTH AS REQUIRED TO DEVELOP A MINIMUM YIELD STRENGTH
2. ONE VERTICAL #4 BAR AT 4'-0" ON-CENTER MAX. DRILL AND EPOXY INTO THE EXISTING
OF 3,000 POUNDS IN TENSION AND 600 POUNDS IN SHEAR. PROVIDE ON EACH SIDE (TYP.)
CONCRETE WALLS A DEPTH AS REQUIRED TO DEVELOP A MINIMUM YIELD STRENGTH
1. ONE HORIZONTAL #4 BAR AT 6'-8" ON-CENTER MAX. DRILL AND EPOXY INTO THE EXISTING
W
N -1
-B -0
A N
S I
D
1B
SOUTH ELEVATION
ROOM 101
SCALE: 1/2" = 1'-0"
1D
NORTH ELEVATION
ROOM 100
SCALE: 1/2" = 1'-0"
1A
EAST ELEVATION
ROOM 101 ROOM 100
SCALE: 1/2" = 1'-0"
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
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
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -5
X X
X .d g n
A-501
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
A R
C H
IT
E C
T U
R A
L
PLAN
SECTION
LOUVER FENCE MFR.
SIZE AS RECOMMENDED BY THE
STEEL FENCE POST AND PLATE,
FENCE MFR.
COMMENDED BY THE LOUVER
LENGTH AND SPACING AS REC-
SST ADHESIVE ANCHORS. SIZE,
MENDED BY THE FENCE MFR.
" THICK OR AS RECOM-2
UNDER STEEL PLATE A MIN.
NON-SHRINK GROUT PACKED
STEEL FENCE POST AND PLATE
MENDED BY THE FENCE MFR.
" THICK OR AS RECOM-2
UNDER STEEL PLATE A MIN.
NON-SHRINK GROUT PACKED
INTAKE DECK
EXISTING CONCRETE
INTAKE DECK
T.O.C. AT
EL. 281.00'
STRUCTURE
EXISTING CONCRETE
1' 2'0 6"
CURB
INSULATED ROOF
PRE-FABRICATED,
FOAM ROOF COVERING
POLYURETHANE (SPF)
EXISTING SPRAYED
SKYLIGHT MFR.
MENDED BY THE TUBULAR
FLASHING CAP AS RECOM-
PRE-FABRICATED METAL
FOAM ROOFING ASSEMBLY
EXISTING POLYURETHANE
REPAIR AND RECOAT THE
21" DIAMETER TUBULAR SKYLIGHT
EXTENSION TUBE
TUBULAR SKYLIGHT
STUD FRAMING
" LIGHT GAUGE METAL5
-15
3" MIN. SPRAY FOAM INSULATION
6" CMU INFILL
WALL FINISH
EXISTING PLASTER
BY THE EXPANSION BOLT MFR
EDGE OFFSET AS RECOMMENDED
EXIST. CONTRACTION JOINT
WALL
EXISTING CONCRETE
FLOOR COVERING
WALL BASE AND
EXISTING TERRAZZO
" METAL HAT CHANNEL2
-11
AIR/MOISTURE BARRIER
BY THE METAL WALL PANEL MFR
JAMB TRIM AS RECOMMENDED
PREFINISHED SHEET METAL
FINISH SCHEDULE
SIDING, SEE THE EXTERIOR
PREFINISHED SHEET METAL
FINISH SCHEDULE
SIDING, SEE THE EXTERIOR
PREFINISHED SHEET METAL
EXISTING CONCRETE WALL
EXISTING CONCRETE WALL
EXISTING PLASTER WALL FINISH
EXISTING PLASTER WALL FINISH
BY THE METAL WALL PANEL MFR
SILL TRIM AS RECOMMENDED
PREFINISHED SHEET METAL
SCHEDULE
SEE INTERIOR FINISH
GYPSUM PLASTER WALL,
SCHEDULE
SEE INTERIOR FINISH
GYPSUM PLASTER WALL,
6" CMU INFILL (TYP.)
(R
O U
G H C
O N
C R
E T
E O
P E
N
IN
G
INTERIOR EXTERIOR
(R
O U
G H C
O N
C R
E T
E O
P E
N
IN
G
EXISTING CONCRETE WALL
SHEATHING
" GYP EXTERIOR8
BARRIER
AIR MOISTURE
FINISH SCHEDULE
5/8" GWB WALL, SEE INTERIORSCHEDULE
EXTERIOR FINISH
METAL SIDING, SEE
PREFINISHED SHEET
WALL FINISH
EXISTING PLASTER
T E
R R
A Z
Z O F
L R
E X
IS
T
IN
G
T E
R R
A Z
Z O F
L R
N E
W
SCHEDULE
EXTERIOR FINISH
METAL SIDING, SEE
PREFINISHED SHEET
STUD FRAMING
" LIGHT GAUGE METAL5
-15
SHEATHING
" GYP EXTERIOR8
3" MIN. SPRAY FOAM INSULATION
FINISH SCHEDULE
5/8" GWB WALL, SEE INTERIOR
TERRAZZO TILE WALL BASE
TERRAZZO TILE FLOOR
CONCRETE WALL BASE
INTAKE DECK
T.O.C. AT
EL. 281.00'
INTERIOREXTERIOR
E X
IS
T
R O
O F S
T R
U C
T U
R E
E X
T E
R
IO
R D
E T
A
IL
S I
REF
A-301
REF
A-101
REF
A-501
REF
A-101
REF
A-501
REF
A-101
A-302
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
W
N -1
-B -0
D A
N
IE
L L E S
T E
P H
E N
S P .E
A N
S I
D
FENCE POST DETAILS
" = 1'-0"2
-1SCALE: 1
TUBULAR SKYLIGHT DETAIL
" = 1'-0"2
-1SCALE: 1
A-501
EXTERIOR WALL DETAIL: PLAN
" = 1'-0"2
-1SCALE: 1
EXTERIOR WALL DETAIL: SECTION
" = 1'-0"2
-1SCALE: 1
EXTERIOR WALL DETAIL: SECTION
" = 1'-0"2
-1SCALE: 1
EXTERIOR WALL DETAIL: PLAN
" = 1'-0"2
-1SCALE: 1
A-501
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
T
H F
L O
O R R
E N
O V
A T
IO
N S
J O
H N D
A Y L
O C
K A
N D D
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
IC
-J
D O
M J
O H
N D
A Y L
D O
N S
IT
E
J D
D .1
A -5
X X
X .d g n
A-502
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
A R
C H
IT
E C
T U
R A
L
1' 2'0 6"
MANUFACTURER
MENDED BY THE HVAC
FLASHING CAP AS RECOM-
PRE-FABRICATED METAL
ROOF CURB
PRE-FABRICATED, INSULATED
FOAM ROOFING ASSEMBLY
EXISTING POLYURETHANE
REPAIR AND RECOAT THE
E X
IS
T
R O
O F S
T R
U C
T U
R E
E X
T E
R
IO
R D
E T
A
IL
S I I
BY THE LOUVER FENCE MFR (TYP.)
STEEL FENCE POST, SIZE AS RECOMMENDED
WALL
CONCRETE
EXISTING
REF
A-301
REF
A-301
REF
A-301
4'-6"1'-2"
1'-0"6'-0"1'-0"
GUTTER FASCIA (TYP.)
4" x 8" x 0.125" PERIMETER
PAN EVERY 6" (TYP.)
3" x 6" x 0.078" SELF-MATING
T.O.C. AT INTAKE DECK
EL. 281.00'
F .O .C
REF
A-201
HANGER ROD
HANGER RODS
EQ.SIGNEQ.
ADHESIVE ANCHORS
ELEVATION USING TAMPER-PROOF
AND REINSTALL ON THE NORTH
FROM EAST ELEVATION OF OFFICE
REMOVE EXISTING BUILDING SIGN
6'-0" A.F.F.
FOAM ROOF COVERING
POLYURETHANE (SPF)
COATING OVER SPRAYED
EXISITING ACRYLIC
OF STRUCTURAL POST
MEMBRANE A DISTANCE OF 1'-0" EACH SIDE
REMOVE THE EXISTING INSULATION AND
OF THE NEW PUF INSULATION
TO ACCEPT INSTALLATION
BACK AT A 45-DEGREE ANGLE
CUT EXISTING PUF INSULATION
COLUMNS.
THE VERTICAL WALLS OF THE
AND CREATE A CANT AGAINST
ADJACENT FOAM INSULATION
INSULATION TO THE EXISTING
SUPPORT COLUMNS. LEVEL THE
AROUND THE NEW HEAT PUMP
FOAM ROOF INSULATION BACK
SPRAY NEW POLYURETHANE
HEAT PUMP SUPPORT COLUMN
ROOF DECKING
EXISTING STEEL
HEAT PUMP SUPPORT ASSEMBLY
TAKEN UP THE COLUMNS OF THE NEW
OVER THE ENTIRE ROOF REPAIR AND
NEW 2-COAT ACRYLIC ROOF COATING
M
IN
0 1' 2' 3' 0 1' 2'0 1' 2'
0 1' 2'0 3" 6" 9" 12"
D A
N
IE
L L E S
T E
P H
E N
S P .E
L O
U V
E R P
A N
E L
E Q
L O
U V
E R P
A N
E L
E Q
SEE SPEC 05 50 13.00 28
METAL CANOPY ROOF,
SEE SPEC 05 50 13.00 28
METAL CANOPY ROOF,
DUCT, SEE M-103
RECTANGULAR INSULATED AIR
W
N -1
-B -0
A N
S I
D
MECHANICAL AIR DUCT ROOF CURB DETAIL
" = 1'-0"2
-1SCALE: 1
LOUVER FENCE: ELEVATION
" = 1'-0"4
3SCALE:
A-501
METAL CANOPY ROOF: SECTION
SCALE: 1' = 1'-0"
METAL CANOPY ROOF: SECTION
SCALE: 1' = 1'-0"
RELOCATE EXISTING SIGN
NOT TO SCALE
MECHANICAL EQUIPMENT ROOF CURB DETAIL
" = 1'-0"3SCALE:
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K
D A
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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
/1
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/19/2016 11:08:04 AM
T
H F
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O R R
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O V
A T
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N S
J O
H N D
A Y L
O C
K A
N D D
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
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L A
N D D
IS
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D O
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O H
N D
A Y L
D O
N S
IT
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J D
D .1
A -5
X X
X .d g n
A-503
0 3" 6" 9" 12"
0 3" 6" 9" 12"
G E
D D
K S
Z
G E
D D
K S
Z
G E
D D
R M
T
A R
C H
IT
E C
T U
R A
L
"8 71 "8
"8 55"4
3 "4
6" CMU LINTEL
SIDE OF FRAME.
POLYURETHANE SEALANT TO EACH
AND PLASTER WALL FINISH WITH A
CAULK BETWEEN THE NEW FRAME
THE DOOR IN THE ROUGH OPENING.
SHIMMING AS REQUIRED TO CENTER
PROVIDE PRESSURE TREATED WOOD
FINISH SCHEDULE
EACH SIDE, SEE INTERIOR
GYPSUM PLASTER WALL ON
HM DOOR FRAME
SIDE OF FRAME.
POLYURETHANE SEALANT TO EACH
AND PLASTER WALL FINISH WITH A
CAULK BETWEEN THE NEW FRAME
THE DOOR IN THE ROUGH OPENING.
SHIMMING AS REQUIRED TO CENTER
PROVIDE PRESSURE TREATED WOOD
INTERIOR FINISH SCHEDULE
GYPSUM PLASTER WALL, SEE
MASONRY TEE ANCHORS
HM DOOR FRAME WITH
(TYP.)
" METAL HAT CHANNEL2
-11
SEE EXTERIOR FINISH SCHEDULE
PREFINISHED SHEET METAL SIDING,
BARRIER
AIR MOISTURE
TENSION AND 600 LBS. IN SHEAR.
YIELD STRENGTH OF 3,000 LBS. IN
AS REQUIRED TO DEVELOP A MIN.
THE EXIST. CONC. WALL. BAR DEPTH
#4 BAR DRILLED AND EPOXIED INTO
STAIR ASSEMBLY
EXIST. CONCRETE
WALL FINISH
EXIST. PLASTER
CALL STATION
EXISTING ELEVATOR HALL
DOOR FRAME
EXIST. ELEVATOR
FINISH SCHEDULE
GYPSUM PLASTER WALL, SEE INTERIOR
WALL
EXIST. CONCRETE
GROUT SOLID
6" CMU WALL,
GROUT SOLID
6" CMU WALL,
ATTACHMENT TO THE DOOR FRAME.
SHALL BE FLAT HEAD STYLE FOR FLUSH
WITH TYPE 303 OR 304 STAINLESS STEEL AND
UNDERCUT EXP. BOLTS SHALL BE FABRICATED
3/8" DIA. X 6" LONG HEAVY DUTY SLEEVE STYLE
ANCHORS TO THE EXIST. CONC. WALL WITH
ANCHORS AT THE TOP FRAME. ATTACH THE
A MIN. (3) ANCHORS PER JAMB AND A MIN. (2)
APPROVED PIPE SPACER ANCHORS. PROVIDE
HOLLOW METAL DOOR FRAME. FASTEN W/ U.L.
STUD FRAMING
" GWB ON 2-1/2" LIGHT GAUGE METAL8
3" MIN. SPRAY FOAM INSULATION
INTERIOR EXTERIOR
THE DOOR FRAME.
FOR FLUSH ATTACHMENT TO
SHALL BE FLAT HEAD STYLE
OR 304 STAINLESS STEEL AND
BE FABRICATED WITH TYPE 303
UNDERCUT EXP. BOLTS SHALL
HEAVY DUTY SLEEVE STYLE
WALL WITH 3/8" DIA. X 6" LONG
ANCHORS TO THE EXIST. CONC.
TOP FRAME. ATTACH THE
AND A MIN. (2) ANCHORS AT THE
A MIN. (3) ANCHORS PER JAMB
SPACER ANCHORS. PROVIDE
FASTEN W/ U.L. APPROVED PIPE
HOLLOW METAL DOOR FRAME.
METAL STUD FRAMING
" GWB ON LIGHT GAUGE8
EXIST. CONCRETE WALL
INSULATION
3" MIN. SPRAY FOAM
" SOUND ATTENUATION BATTS2
-13
HARDWARE SPECIFICATIONS
THRESHOLD, SEE DOOR
THERMAL BARRIER ALUMINUM
HARDWARE SPECIFICATIONS
NEOPRENE DOOR SWEEP, SEE DOOR
EXIST. CONCRETE FLOOR
BEAD OF POLYURETHANE SEALANT
THRESHOLD WITH A CONTINUOS
CAULK UNDER EACH EDGE OF THE
HM DOOR FRAME BEYOND
3" MIN. SPRAY FOAM INSULATION
STUD FRAMING
" GWB ON 2-1/2" LIGHT GAUGE METAL8
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
SCHEDULED
HM DOOR, AS
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
" STEEL STUD DOOR HEADER2
-12
" STEEL STUD WINDOW HEADER2
-12
SUSPENDED ATC
WALL
EXIST. CONCRETE
WALL
EXIST. CONCRETE
8"3"
3" 8"
SHIM AS REQUIRED
EACH SIDE OF FRAME
WITH BACKER ROD TO
POLYURETHANE SEALANT
SHIM AS REQUIRED
EACH SIDE OF FRAME
WITH BACKER ROD TO
POLYURETHANE SEALANT
" STEEL STUD WINDOW SILL2
-12
METAL STUD FRAMING
" GWB ON 2-1/2" LIGHT GAUGE8
3" MIN. SPRAY FOAM INSULATION
WALL
EXIST. CONCRETE
SOLID SURFACE WINDOW SILL
SOLID SURFACE APRON TRIM
"4
GLASS, SEE A-602
FIBERGLASS WINDOW W/ 1" INSULATING
GLASS, SEE A-602
FIBERGLASS WINDOW W/ 1" INSULATING
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12" 0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
D O
O R A
N D W
IN
D
O W D
E T
A
IL
S
REF
A-101
A-303
REF
A-303
REF
A-101
REF
A-101
REF
A-101
A-401
W
N -1
-B -0
D A
N
IE
L L E S
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P H
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INTERIOR DOOR JAMB - DOOR 100
SCALE: 3" = 1'-0"
WINDOW HEAD/JAMB DETAIL
SCALE: 3" = 1'-0"
WINDOW SILL DETAIL
SCALE: 3" = 1'-0" 5
EXTERIOR DOOR THRESHOLD - DOOR 112
SCALE: 3" = 1'-0"
EXTERIOR DOOR JAMB - DOOR 112
SCALE: 3" = 1'-0"
EXTERIOR DOOR HEAD - DOOR 112
SCALE: 3" = 1'-0"
INTERIOR DOOR HEAD - DOOR 100
SCALE: 3" = 1'-0"
CMU JAMB DETAIL
SCALE: 3" = 1'-0"
L
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D W
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C K
D B
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D E
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R
IP
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N M
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K
D A
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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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
H F
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F E
N G
IN
E E
R S
P O
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L A
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O R
E G
O N
P O
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L A
N D D
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T R
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D O
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J D
D .1
A -5
X X
X .d g n
A-504
0 3" 6" 9" 12"
0 3" 6" 9" 12"
(T
Y P
" GWB8
SUSPENDED ATC
" METAL STUD8
-53
HM DOOR FRAME
HM DOOR FRAME BEYOND
"8
MORTAR BED
CERAMIC TILE ON
MORTAR BED
TERRAZO TILE ON
HM DOOR FRAME BEYOND
ALUMINUM DIVIDER STRIP
FLOOR
CONCRETE
EXISTING
WHERE INDICATED ON PLANS
3-1/2" SOUND BATT INSULATION
6" "2 1"2
"8 71 "8
EXISTING CONCRETE WALL
TO THE DOOR FRAME.
STYLE FOR FLUSH ATTACHMENT
STEEL AND SHALL BE FLAT HEAD
WITH TYPE 303 OR 304 STAINLESS
BOLTS SHALL BE FABRICATED
UNDERCUT EXPANSION BOLTS.
LONG HEAVY DUTY SLEEVE STYLE
CONC. WALL WITH 3/8" DIA. X 6"
SPACER ANCHORS TO THE EXIST.
FASTEN W/ U.L. APPROVED PIPE
HOLLOW METAL DOOR FRAME.
EXISTING PLASTER WALL FINISH EXISTING PLASTER WALL FINISH
3"8"3"
EXISTING CONCRETE WALL
WOOD BLOCKING (TYP.)
BOTH SIDES
FURRING CHANNELS ON
" METAL2
-1" GWB ON 28
AND REINSTALLED
AND DOOR PANEL TO BE REMOVED
EXISTING ALUMINUM DOOR FRAME
SIDE OF FRAME.
POLYURETHANE SEALANT TO EACH
AND PLASTER WALL FINISH WITH A
CAULK BETWEEN THE NEW FRAME
THE DOOR IN THE ROUGH OPENING.
SHIMMING AS REQUIRED TO CENTER
PROVIDE PRESSURE TREATED WOOD
TO THE DOOR FRAME.
STYLE FOR FLUSH ATTACHMENT
STEEL AND SHALL BE FLAT HEAD
WITH TYPE 303 OR 304 STAINLESS
BOLTS SHALL BE FABRICATED
UNDERCUT EXPANSION BOLTS.
LONG HEAVY DUTY SLEEVE STYLE
CONC. WALL WITH 3/8" DIA. X 6"
SPACER ANCHORS TO THE EXIST.
FASTEN W/ U.L. APPROVED PIPE
HOLLOW METAL DOOR FRAME.
FURRING CHANNELS
" METAL8
7" GWB ON 8
WOOD BLOCKING (TYP.)
METAL 'J' CHANNEL (TYP.)
METAL 'J' CHANNEL (TYP.)
HARDWARE SPEC
DOOR SWEEP, SEE DOOR
TERRAZZO TILE FLOOR
TERRAZZO TILE WALL BASE
GRATING IN PIPE SHAFT
EXISTING METAL FLOOR
HARDWARE SPEC
SS THRESHOLD, SEE DOOR
HM DOOR FRAME BEYOND
FINISH FLOOR
EL. 281'-00"
G E
D D
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G E
D D
K S
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G E
D D
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D O
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E T
A
IL
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A R
C H
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E C
T U
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0 3" 6" 9" 12"
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
HM DOOR, AS SCHEDULED
METAL STUD FRAMING
" LIGHT GAUGE2
-1" GWB ON 28
3" MIN. SPRAY FOAM INSULATION
WALL
CONCRETE
EXISTING
" SOUND ATTENUATION FIRE BATTS2
-13
HM DOOR FRAME
(TYP.)
TERRAZZO TILE WALL BASE
HM DOOR FRAME
BATTS
" SOUND ATTENUATION FIRE2
-13
BOTH SIDES
FLEXIBLE FIRESTOP SEALANT,
METAL STUD FRAMING
" LIGHT GAUGE8
-5" TYPE X GWB ON 38
GAUGE METAL STUD FRAMING
" LIGHT8
-5" TYPE X GWB ON 38
EXISTING METAL ROOF DECK
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
0 3" 6" 9" 12"
TERRAZZO TILE WALL BASE
BOTH SIDES
FURRING CHANNELS ON
" METAL2
-1" GWB ON 28
WALL
EXISTING CONCRETE
FLOOR
EXISTING CONCRETE
INSULATION
3" MIN. SPRAY FOAM
TERRAZZO FLOOR
EXISTING POURED
REF
A-303
REF
A-401
REF
A-101
REF
A-101
W
N -1
-B -0
D A
N
IE
L L E S
T E
P H
E N
S P .E
A N
S I
D
INTERIOR DOOR HEAD/JAMB - DOOR 115
SCALE: 3" = 1'-0"
INTERIOR DOOR THRESHOLD - DOORS 107/108
SCALE: 3" = 1'-0"
INTERIOR DOOR HEAD/JAMB DETAIL - DOOR 105
SCALE: 3" = 1'-0"
INTERIOR DOOR HEAD - WALL TYPE 06
SCALE: 3" = 1'-0"
INTERIOR DOOR HEAD/JAMB - DOOR 106A
SCALE: 3" = 1'-0"
INTERIOR DOOR THRESHOLD - DOOR 106A
SCALE: 3" = 1'-0"
INTERIOR DOOR JAMB - DOOR 104
SCALE: 3" = 1'-0"
INTERIOR DOOR HEAD - DOOR 104
SCALE: 3" = 1'-0"
WALL BASE DETAIL
SCALE: 3" = 1'-0"
L
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N N
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A M
E
D W
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C K
D B
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N E
D B
Y
D E
S C
R
IP
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IO
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A R
K
D A
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S
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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 A
T E
BORDER VERSION UPDATE [09-2012]
$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
T
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P S O
F E
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P O
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L A
N D
O R
E G
O N
P O
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L A
N D D
IS
T R
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D .1
A -6
X X
X .d g n
G E
C D
M G
Z
G E
C D
M G
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G E
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R M
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A R
C H
IT
E C
T U
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A-601
-J
D O
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O H
N D
A Y L
D O
N S
IT
W
L L T
Y P
E S S
C H
E D
U L E
TYPE WALL SECTION ASSEMBLY COMPONENTS
E X
T E
R
IO
R
IN
T
E R
IO
R
WALL TYPE SCHEDULE
EXTERIOR FURRED WALL
E X
T E
R
IO
R
IN
T
E R
IO
R
E X
T E
R
IO
R
IN
T
E R
IO
R
EXTERIOR INFILL WALL 1
EXTERIOR INFILL WALL 2
IN
T
E R
IO
R
IN
T
E R
IO
R
IN
T
E R
IO
R
IN
T
E R
IO
R
INTERIOR 1HR FIRE RATED PARTITION
INTERIOR PARTITION 1
INTERIOR PARTITION 2
IN
T
E R
IO
R
IN
T
E R
IO
R
INTERIOR FURRED WALL 1
INTERIOR FURRED WALL 2
INTERIOR FURRED WALL 3
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
RESITANT GWB
- AT TOILET AND KITCHENETTE PROVIDE MOISTURE
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTES:
" GWB8
" SOUND ATTENUATION BATTS2
" LIGHT GAUGE METAL STUD FRAMING8
" GWB8
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
RESITANT GWB
- AT TOILET AND KITCHENETTE PROVIDE MOISTURE
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTES:
" GWB8
3" MIN. SPRAY FOAM INSULATION
" LIGHT GAUGE METAL STUD FRAMING2
" HOLD OFF GAP BETWEEN FRAMING AND CONCRETE WALL2
EXISTING CONCRETE EXTERIOR WALL
NOTE: SEE FINISH SCHEDULE FOR WALL FINISHES
" GWB8
3" MIN. SPRAY FOAM INSULATION
" LIGHT GAUGE METAL STUD FRAMING2
" GYSPUM EXTERIOR SHEATHING8
AIR/MOISTURE BARRIER
METAL WALL PANEL
NOTE: SEE FINISH SCHEDULE FOR WALL FINISHES
" GWB8
" LIGHT GAUGE METAL STUD FRAMING2
" MIN. HOLD OFF GAP BETWEEN FRAMING2
" LIGHT GAUGE METAL STUD FRAMING8
3" MIN. SPRAY FOAM INSULATION
" GYSPUM EXTERIOR SHEATHING8
AIR/MOISTURE BARRIER
METAL WALL PANEL
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
- AT TOILET PROVIDE MOISTURE RESITANT GWB
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTES:
" GWB8
" LIGHT GAUGE METAL FRAMING8
EXISTING CONCRETE WALL
NOTE: SEE FINISH SCHEDULE FOR WALL FINISHES
" GWB8
" LIGHT GAUGE METAL FRAMING2
" HOLD OFF GAP BETWEEN FRAMING AND CONCRETE WALL2
EXISTING CONCRETE WALL
" HOLD OFF GAP BETWEEN FRAMING AND CONCRETE WALL2
" LIGHT GAUGE METAL STUD FRAMING2
" GWB8
NOTE: SEE FINISH SCHEDULE FOR WALL FINISHES
" GWB8
6" LIGHT GAUGE METAL FRAMING
EXISTING CONCRETE WALL
ASSEMBLY COMPONENTSWALL SECTIONTYPE ASSEMBLY COMPONENTSWALL SECTIONTYPE
EXTERIOR FURRED WALL
IN
T
E R
IO
R
E X
T E
R
IO
R
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
RESITANT GWB
- AT TOILET AND KITCHENETTE PROVIDE MOISTURE
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTES:
" GWB8
3" MIN. SPRAY FOAM INSULATION
" LIGHT GAUGE METAL STUD FRAMING8
" HOLD OFF GAP BETWEEN FRAMING AND CONCRETE WALL8
EXISTING CONCRETE EXTERIOR WALL
"8
"2
6"
3"
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTE:
" GWB8
6" SOUND ATTENUATION BATTS
6" LIGHT GAUGE METAL STUD FRAMING
" GWB8
SCHEDULED
-REPLACE GWB WITH CBB AND WAINSCOT TILE WHERE
GWB
- AT TOILET AND KITCHENETTE PROVIDE MOISTURE RESITANT
- SEE FINISH SCHEDULE FOR WALL FINISHES
NOTES:
" GWB8
" SOUND ATTENUATION BATTS2
" LIGHT GAUGE METAL STUD FRAMING8
PLUMBING CHASE PARTITION
C H
A S
E
IN
T
E R
IO
R
IN
T E
R
IO
R
IN
T E
R
IO
R
IN
T
E R
IO
R
IN
T
E R
IO
R
D A
N
IE
L L E S
T E
P H
E N
S P .E
- SEE FINISH SCHEDULE FOR WALL FINISHES
- GA FILE NO. WP 1072
NOTES:
" TYPE X GWB 8
" SOUND ATTENUATION FIRE BATTS2
" LIGHT GAUGE METAL STUD FRAMING8
" TYPE X GWB8
"8
"8
6"
"8
"8
3" 3"
6"
IN
T
E R
IO
R
IN
T
E R
IO
R
"8
- SEE FINISH SCHEDULE FOR WALL FINISHES
- UL DESIGN NO. U906
NOTES:
3/4" GYPSUM PLASTER
6" CMU WALL
3/4" GYPSUM PLASTER
E X
T E
R
IO
R
IN
T
E R
IO
R
NOTE: SEE FINISH SCHEDULE FOR WALL FINISHES
3/4" GYPSUM PLASTER
6" CMU WALL
AIR/MOISTURE BARRIER
" METAL HAT CHANNEL2
-11
METAL WALL PANEL
NOT USED
A N
S I
D
:1
W
N -1
-B -0
L
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D B
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D B
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D E
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IP
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A R
K
D A
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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
/1
/2
BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2eccltm BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 8/19/2016 11:13:49 AM
T
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M Y C
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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
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-J
D O
M J
O H
N D
A Y L
D O
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IT
E G
E
C D
M G
Z
G E
C D
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G E
D D
R M
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D O
O R A
N D W
IN
D
O W S
C H
E D
U L E
S
A R
C H
IT
E C
T U
R A
L
A-602
DOOR SCHEDULE NOTES
WINDOW SCHEDULE NOTES
TYPE A TYPE B TYPE C TYPE D TYPE E
R O
U G
H O
P E
N
IN
G
R O
U G
H O
P E
N
IN
G
R O
U G
H O
P E
N
IN
G
R O
U G
H O
P E
N
IN
G
5'-7" ROUGH OPENING4'-7" ROUGH OPENING
FLUSH
F
NARROW LITE
NL
HALF GLASS
HG
SINGLE DOOR
F1
WINDOW TYPES
DOOR TYPES FRAME TYPES
ACCESS DOOR
AD
D A
N
IE
L L E S
T E
P H
E N
S P .E
J D
D .1
A -6
X X
X .d g n
8'-0" ROUGH OPENING 8'-0" ROUGH…
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