Plans.pdf
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- W912DW-16-B-0001
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Plans for Solicitation W912DW-16-B-0001
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| File | Type | Posted |
|---|---|---|
| ABSTRACT.pdf | ||
| R0010.pdf | ||
| R0009.pdf | ||
| R0008.pdf | ||
| R0007.pdf | ||
| R0006.pdf | ||
| R0005.pdf | ||
| R0004.pdf | ||
| R0003.pdf | ||
| R0002.pdf | ||
| R0001.pdf | ||
| 16B0001.PDF |
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COLUMBIA RIVER
FLOW
CHIEF JOSEPH DAM
COLUMBIA RIVER
FLOW
MT. VERNON
EVERETT
TACOMA
OLYMPIA
B R I T I S H C O L U M B I A
W A S H I N G T O N
I D A H O
O R E G O N
MONTANA
BELLINGHAM
ABERDEEN
YAKIMA
SEATTLE
KENNEWICK
WALLA WALLA
PULLMAN
LEWISTON
SPOKANE
COLVILLE
JBLM
BRIDGEPORT
MCNARY DAM
YTC
WENATCHEE
PORTLAND
LA GRANDE
DWORSHAK DAM
N
OCEAN
PACIFIC
ELLENSBURG
DAM
LIBBY
DATE AND TIME PLOTTED: 9/9/2015DESIGN FILE: C:\Users\G3ENEBS9\Desktop\COVER SHEET MAPS\CHIEF JOE DAM\CHIEF JOE TEMPLATE.dgn of Engineers US Army Corps
Seattle District
1 2 3 4 5
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IDENTIFICATION
SHEET
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IF SHEET MEASURES LESS THAN 22" X 34" IT IS
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CHIEF JOSEPH DAM, WASHINGTON
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PN449016
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FY15 PN449016 CJDRP - INTAKE GATE REPAIR PIT - DRAWING INDEX
SHEET No. SHEET ID SHEET TITLE
01 GENERAL
1 G-001 TITLE, LOCATION AND VICINITY MAPS
2 G-002 DRAWING INDEX
07 STRUCTURAL
3 S-001 GENERAL STRUCTURAL NOTES
4 S-002 GENERAL STRUCTURAL NOTES
5 S-101 STRUCTURAL PLAN - EL.910.00
6 S-102 STRUCTURAL PLAN - EL.917.50
7 S-103 STRUCTURAL PLAN - EL.924.50
8 S-104 STRUCTURAL PLAN - EL.931.50
9 S-105 STRUCTURAL PLAN - EL.938.875
10 S-106 STRUCTURAL PLAN - EL.946.25
11 S-107 STRUCTURAL PLAN - EL.948.12
12 S-108 ENLARGED STAIR PLAN
13 S-109 TYPICAL RAILING PLAN
14 S-201 STRUCTURAL ELEVATIONS
15 S-301 STRUCTURAL SECTIONS
16 S-501 STRUCTURAL TYPICAL DETAILS
17 S-502 STRUCTURAL TYPICAL DETAILS
18 S-801 PERSPECTIVE VIEWS
12 PLUMBING
19 PD001 PLUMBING DEMOLITION PLAN
20 PD002 PLUMBING DEMOLITION SOUTH SECTION
21 PD003 PLUMBING DEMOLITION NORTH SECTION
22 PD004 PLUMBING DEMOLITION WEST SECTION
23 PD005 PLUMBING DEMOLITION EAST SECTION
24 PD006 PLUMBING DEMOLITION ISOMETRIC
25 P-101 PLUMBING PLAN
26 P-301 PLUMBING SOUTH SECTION
27 P-302 PLUMBING WEST SECTION AND NORTH SECTION
28 P-901 PLUMBING ISOMETRIC
14 MECHANICAL
29 M-101 HVAC FLOOR PLAN
30 M-301 HVAC SECTION AND SCHEDULES
15 ELECTRICAL
31 E-001 LEGEND AND ABBREVIATIONS
32 E-101 ELECTRICAL PLAN - EL.910.00
33 E-102 ELECTRICAL PLAN - EL.917.50
34 E-103 ELECTRICAL PLAN - E.924.50
35 E-104 ELECTRICAL PLAN - EL.931.50
36 E-105 ELECTRICAL PLAN - EL.938.875
37 E-106 ELECTRICAL PLAN - EL.946.25
38 E-501 LIGHTING DETAILS
39 E-601 PANEL SCHEDULE
M
AR
K D
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TI
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AP
PR
Fin. Floor
EL. = 0'0"
DETAIL TITLE
08520-12
AL
IG
N
A
DIRECTION OF VIEW
LETTER INDICATES BUILDING SECTION
NUMBER INDICATES ELEV OR DETAIL
SHEET NUMBER WHERE
SECTION/DETAIL IS DRAWN
NUMBER INDICATES DETAIL NO.
SHEET NUMBER WHERE
DETAIL IS DRAWN
DIRECTION OF VIEW
ELEVATION DRAWING NUMBER
SHEET NUMBER WHERE
ELEVATION IS DRAWN
GRID BUBBLE
CENTERLINE AND GRIDLINE
MATCHLINE
SURFACE DESCRIPTION
FINISHED ELEVATION
DETAIL LIBRARY REFERENCE
NUMBERS FOR GOVERNEMENT
USE ONLY
WHERE INDICATED. ADJUST ALIGNMENT OF
FRAMING AND/OR SURFACE MATERIALS,
FINISHES OR EQUIPMENT TO PROVIDE A
FLUSH, COPLANAR SURFACE
ACP ASPHALT CONCRETE PAVEMENT
APA AMERICAN PLYWOOD ASSOCIATION
ARCH ARCHITECTURAL
AT/FP ANTITERRORISM FORCE PROTECTION
ATT ATTACHED
@ AT
BB BOND BEAM
BC BOTTOM CHORD
BF BRACED FRAME
BLDG BUILDING
BOT BOTTOM
BRG BEARING
BS BEAM SPLICE
BT BENT
C CHANNEL
CB COLLECTOR BEAM
CL CENTERLINE
CF COLUMN FOOTING TYPE
CFS COLD FORMED STEEL
CJ CONTROL JOINT
CLR CLEAR
CSJ CONSTRUCTION JOINT
CMU CONCRETE MASONRY UNIT
COE CORPS OF ENGINEERS
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONT CONTINUOUS
CONT PL CONTINUOUS PLATE, CONTINUITY PLATE
COR CONTRACT OFFICER'S REPRESENTATIVE
CRS COLD ROLLED STEEL
DBA DEFORMED BAR ANCHOR
DCW DEMAND CRITICAL WELD
DET DETAIL
DF/L DOUGLAS FIR/LARCH
Φ, DIA DIAMETER
DO DITTO
DS DRAG STRUT
DWLS DOWELS
DWG DRAWING
EA EACH
EBF ECCENTRICALLY BRACED FRAME
EF EACH FACE
EJ EXPANSION JOINT
ELEC ELECTRICAL
E/O EDGE OF
EL, ELEV ELEVATION
EQ EQUAL
E.S. EACH SIDE
EW EACH WAY
EXP EXPANSION
EXT EXTERIOR
FD FLOOR DRAIN
FF FINISHED FLOOR
FIN FINISH
FOUND FOUNDATION
FS FAR SIDE
FTG FOOTING
GA GAUGE
GL GLU-LAM
GT GIRDER TRUSS
HDR HEADER
HOR(IZ) HORIZONTAL
HSA HEADED STUD ANCHOR
HSB HIGH STRENGTH BOLT
HSS HOLLOW STRUCTURAL SECTION
IJ ISOLATION JOINT
INFO INFORMATION
INT INTERIOR
JBE JOIST BEARING ELEVATION
JST JOIST
JT JOINT
L LENGTH
LB LOAD BEARING
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNG LONG
LONGIT LONGITUDINAL
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
MAS MASONRY
MAX MAXIMUM
MB MAINTENANCE BAY
MFGR MANUFACTURER
MC MOMENT CONNECTION
MIN MINIMUM
MPW MASONRY PARTITION WALL
NDS NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
NDT NON DESTRUCTIVE TESTING
NLB NON LOAD BEARING
NO NUMBER
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OH OPPOSITE HAND
OPP OPPOSITE
OSB ORIENTED STRAND BOARD
PA PASCAL
PCC PORTLAND CEMENT CONCRETE
PCF POUNDS PER CUBIC FOOT
PEMB PRE-ENGINEERED METAL BUILDING
PL PLATE
PSL PARALLEL STRAND LUMBER
RE REGARDING
REF REFERENCE
REINF REINFORCING
REQ'D REQUIRED
SC SLIP CRITICAL
SCBF SPECIAL CONCENTRICALLY BRACED FRAME
SCHED SCHEDULE
SCJ SAWED CONTRACTION JOINT
SEC SECTION
SIM SIMILAR
SLRS SEISMIC LOAD RESISTING SYSTEM
SMF SPECIAL MOMENT FRAME
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SPECS SPECIFICATIONS
SQ SQUARE
SSMA STEEL STUD MANUFACTURERS ASSOCIATION
STD STANDARD
STIFF STIFFENER
STL STEEL
SP SLOPED
SW SHEARWALL
SYMM SYMMETRICAL, SYMMETRY
SYS SYSTEM
TBE TOP OF BEAM ELEVATION
TC TOP CHORD
TFE TOP OF FOOTING ELEVATION
THK THICKNESS
T/O TOP OF
TOCE TOP OF CONCRETE ELEVATION
TOSE TOP OF STEEL ELEVATION
TOSH TOP OF SHEATHING
TRANSV TRANSVERSE
TSE TOP OF SLAB ELEVATION
TYP TYPICAL
T&B TOP AND BOTTOM
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
WF WALL FOOTING TYPE
WLD WELDING OR WELDABLE
WP WORK POINT
WS WEB STIFFENER
ABBREVIATIONS
DESIGN CRITERIA:
DC-1 BUILDING CODE: INTERNATIONAL BUILDING CODE 2012.
DC-2 LATERAL LOAD DESIGN CRITERIA
A. SEISMIC DESIGN CRITERIA
1. SEISMIC IMPORTANCE FACTOR (I), 1.0
2. RISK CATEGORY II
3. SHORT PERIOD SPECTRAL ACCELERATION, Ss 0.4693
4. ONE SECOND SPECTRAL ACCELERATION, S1 0.1758
5. SITE CLASS D
6. SHORT PERIOD DESIGN SPECT RESP COEFF, Sds 0.4457
7. ONE SECOND DESIGN SPECTRAL RESP COEFF, Sd1 0.2457
8. SEISMIC DESIGN CATEGORY D
DC-3 GRAVITY LOADS
A. DEAD LOADS
1. FLOOR 15 PSF
B. LIVE LOADS
1. FLOOR 100 PSF
2. STAIRS 100 PSF
C. CONSTRUCTION LOADS
1. NOT TO EXCEED THE DESIGN LIVE LOADS.
SHEET
IDENTIFICATION
D R
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SPECIAL INSPECTION NOTES:
SI-1 THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE
WITH IBC 2012 CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FROM AN
ESTABLISHED TESTING AGENCY. FOR MATERIAL SAMPLING AND TESTING
REQUIREMENTS, REFER TO PROJECT SPECIFICATIONS, THE STRUCTURAL
NOTES AND THE NOTES BELOW. THE TESTING AGENCY SHALL SEND
COPIES OF ALL STRUCTURAL TESTING AND INSPECTION REPORTS
DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR AND
GOVERNMENT REVIEWER. ANY MATERIALS WHICH FAIL TO MEET THE
PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER. SPECIAL INSPECTION TESTING
REQUIREMENTS APPLY EQUALLY TO ALL ENGINEERED COMPONENTS
DESIGNED BY OTHERS.
SI-2 SPECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN
APPROVED FABRICATOR PER IBC SECTION 1704.2.2.
SI-3 CONTINUOUS SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR
IS ON THE SITE AT ALL TIMES OBSERVING THE WORK REQUIRING SPECIAL
INSPECTION. PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL
INSPECTOR IS ON SITE AT ALL TIME INTERVALS NECESSARY TO CONFIRM
THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE.
SI-4 ALL WELDS SHALL BE VISUALLY INSPECTED.
SI-5 INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS
IF THE MATERIAL USED IN THE CONSTRUCTION TOOK PLACE ON SITE.
CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING
PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE
CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE.
SI-6 INSPECTION OF DRILLED CONCRETE ANCHORS, INCLUDING EXPANSION
AND ADHESIVE GROUTED ANCHORS, SHALL INCLUDE VISUAL VERIFICATION
OF DRILLED HOLE DEPTH, SPACING, EDGE DISTANCES AND HOLE
CLEANING. FOR GROUTED ANCHORS, GROUT INSTALLATION SHALL BE
OBSERVED AND GROUT PRODUCT SPECIFICATION AND PREPARATION
SHALL BE VERIFIED.
SI-7 PERFORM NON DESTRUCTIVE TESTING IN ACCORDANCE WITH
SPECIFICATION AND AS INDICATED ON DRAWINGS.
SPECIAL INSPECTION SCHEDULE
ITEM
CONTINUOUS
INSPECTION
PERIODIC
INSPECTION COMMENTS
STRUCTURAL STEEL
FABRICATION AND ERECTION X
BOLTING X
WELDING
STRUCTURAL STEEL - SINGLE PLASS FILLET WELDS < 5/16" X REF NOTE SI-4, SI-7
STRUCTURAL STEEL - FILLET WELDS ≥ 5/16" X REF NOTE SI-4, SI-7
STRUCTURAL STEEL - PARTIAL/COMPLETE PENETRATION X REF NOTE SI-4, SI-7
STRUCTURAL STEEL - ALL WELDS DESIGNATED NDT X
STRUCTURAL STEEL - PLUG AND SLOT WELDS X
WELDING OF ANCHORS AND STUDS X
WELDING - STAIRS AND RAILING SYSTEMS X
METAL DECK WELDING X
LIGHT GAUGE METAL FRAMING WELDING X
GENERAL:
G-1 METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION
ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND
IMPLEMENTING THE NECESSARY PRECAUTIONS TO MAINTAIN AND
ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF
CONSTRUCTION.
G-2 TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO
ENSURE THE STRUCTURAL INTEGRITY/STABILITY OF THE EXISTING
BUILDINGS, SIDEWALKS, UTILITIES, ETC, DURING CONSTRUCTION
IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE
DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER
EMPLOYED BY THE CONTRACTOR.
G-3 IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
G-4 SLEEVES OR BLOCK-OUTS REQUIRED FOR PASSAGE OF
DUCTWORK, PIPING, DRAINS, CONDUIT, ETC, IN ADDITION TO
ANCHORS AND HANGERS REQUIRED FOR EQUIPMENT AND PIPING
AND UNDER-SLAB UTILITIES ARE NOT SPECIFICALLY, NOR
GENERALLY, INDICATED ON THE STRUCTURAL DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH
REQUIREMENTS PRIOR TO FABRICATION OR ERECTION OF THE
STRUCTURE. PENETRATIONS ARE SUBJECT TO APPROVAL BY THE
COR.
G-5 DIMENSIONS AND INSTALLATION DETAILS OF EQUIPMENT MUST BE
VERIFIED AND COORDINATED WITH THE SUPPORTING
STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING SUCH REQUIREMENTS FROM SUBCONTRACTORS
AND EQUIPMENT SUPPLIERS ALONG WITH COORDINATING THE
LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO
FABRICATION OR ERECTION OF THE SUPPORTING STRUCTURE.
ANY CONFLICTS BETWEEN THESE ITEMS AND THE BUILDING
STRUCTURE IS TO BE BROUGHT TO THE ATTENTION OF THE
CONTRACTING OFFICER FOR RESOLUTION.
G-6 THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR
STRUCTURAL FEATURES, UNLESS OTHERWISE NOTED.
DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO GOVERN
THE STRUCTURAL WORK.
G-7 IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES,
SPECIFICATIONS, AND DRAWINGS, NOTIFY COR. THE MOST
STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE
DIRECTED BY COR.
STRUCTURAL STEEL:
SS-1 DESIGN CODE: AISC 360-10 SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS.
SS-2 1.) ALL PLATES AND BARS: ASTM A36, GR. 36 2.) RECTANGULAR
AND SQUARE HSS: ASTM A500 GR. B 3.) CONNECTION BOLTS:
ASTM A325
SS-3 STRUCTURAL STEEL SHALL BE FABRICATED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF
STEEL CONSTRUCTION (AISC). STEEL ERECTION SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF AISC AND THE OSHA
STEEL ERECTION STANDARD, 29 CFR ART 1926, SUBPART R-STEEL
ERECTION, EFFECTIVE DATE JANUARY 18, 2002.
SS-4 STRUCTURAL STEEL, UNO, TO BE NEW STEEL CONFORMING TO
THE REQUIREMENTS OF ASTM A 6/A6M.
SS-5 THE STRUCTURAL STEEL FABRICATOR, AND/OR GENERAL
CONTRACTOR, MUST VERIFY ALL EXISTING DIMENSIONS AND
CONDITIONS AT THE SITE. ALL DISCREPANCIES FOUND ARE TO
BE REPORTED TO THE ENGINEER PRIOR TO PREPARATION OF
SHOP DRAWINGS. SHOP DRAWINGS ARE TO INCLUDE ALL FIELD
MEASUREMENTS AND CONDITIONS.
SS-6 SUBJECT TO COR APPROVAL, CUTS, HOLES, COPING, ETC
REQUIRED FOR OTHER TRADES MUST BE SHOWN ON THE SHOP
DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF
HOLES IN THE FIELD WILL NOT BE PERMITTED.
SS-7 ERECTION AIDS SHALL NOT BE VISIBLE IN THE FINISHED
CONSTRUCTION UNLESS STEEL IS ALLOWED TO BE EXPOSED.
REMOVAL OF ERECTION AIDS FOR ANY REASON SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
SS-8 ALL COLUMNS SHALL BE PROPERLY PLUMBED AND GROUTED PER
DETAILS HEREIN.
SS-9 BOLTED CONNECTIONS TO BE MADE ACCORDING TO AISC TABLE
II OR III - FRAMED BEAM CONNECTIONS. THE MINIMUM DEPTH OF
THE CONNECTION MUST BE MORE THAN 75% OF THE BEAM DEPTH
EXCEPT THAT BEAMS FRAMING TO COLUMNS TO HAVE FULL
DEPTH CONNECTIONS USING 3/8" MINIMUM CONNECTION ANGLES
OR PLATES. COMPRESSIBLE-WASHER-TYPE DIRECT TENSION
INDICATORS, TWIST-OFF TYPE TENSION-CONTROL BOLTS/NUTS,
OR TURN OF THE NUT METHOD CONFORMING TO RCSC SHALL BE
USED.
SS-10 UNO, STRUCTURAL STEEL CONNECTIONS TO BE SHOP WELDED
AND FIELD BOLTED.
SS-11 WELDING TO BE IN ACCORDANCE WITH THE AMERICAN WELDING
SOCIETY (AWS) "STRUCTURAL WELDING CODE-ANSI/AWS
D1.1/D1.1M" (LATEST EDITION). USE E70XX ELECTRODES UNLESS
OTHERWISE INDICATED ON THE DRAWINGS.
SS-12 MANUFACTURE STEEL GRATING SHALL BE IN ACCORDANCE WITH
THE "METAL BAR GRATING MANUAL" AS PUBLISHED BY THE
NATIONAL ASSOCIATION OF ARCHITECTURAL METAL
MANUFACTURERS, LATEST EDITION. STEEL FOR GRATING TO
CONFORM TO ASTM A 1011/A 1011M.
SS-13 STRUCTURAL STEEL SHALL BE SHOP PRIMED AND PAINTED PER
SPECIFICATIONS, UNO.
SS-14 CONTRACTOR TO DEMOLISH ALL EXISTING PLATFORM
STRUCTURAL STEEL AND ALL WALL-MOUNTED MAN LADDERS ON
THE NORTH AND SOUTH WALLS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
UP
2 53 4
D
A
C
B
1 6
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
HSS4X
4X
1/4
32' - 0"
45' - 0"
8'
9" 4'
8"
9'
2"
(W C)
(W C)
(W C)
(W C)
EXISTING CONCRETE GATE
PEDESTAL
EXISTING CONCRETE PISTON PEDESTAL
EXISTING FLOOR
DRAIN
FL
O
O R
S
LO
PE
/8 ":1
2"
EL. 910.00 SEE NOTE 4
3'
1/
2"
4'
2"
6"
1/ 2"
5'
0"
STAIR OPENING
ELEVATOR SHAFT
PUMP ROOM
EXISTING FLOOR
DRAIN
(W C)
6' - 6 1/2" 9' - 6" 12' - 9" 9' - 9" 6' - 5 1/2"
(W C)
S-501 3B
S-501 3A
S-108
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES
AND DESIGN CRITERIA.
2. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS AND LOCATIONS OF ALL
OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, AND OTHER
DISCIPLINES.
3. COLUMNS WITH (WC) DESIGNATOR SHALL
BE CONNECTED TO THE WALL @ MIDHEIGHT.
SEE 4/S-501
4. EXISTING CONCRETE FLOOR EL. 910.00
OCCURS AT GL D AND THE FLOOR THEN
SLOPES AT 1/8":12" TO GRID LINE A.
CONTRACTOR IS TO FIELD VERIFY THE
SLOPE OF THE FLOOR.
5. SEE 3/S-501 FOR BASE PLATE DETAIL.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
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N
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D
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C O
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N O
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TT
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TR
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T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
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LO
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SC
A
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P
LO
T D
AT
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SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
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P
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C H
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PH
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A M
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AS
H
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TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
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D es ig ne r
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S-101
S T R
U C
TU
RA
L
PL
A N
EL
.9
.0
C he ck er
3/8" = 1'-0"S-101
1 STRUCTURAL PLAN - EL.910.00
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DN
S-301
S-301
2 53 4
D
A
C
B
1 6
HSS4X4X1/2 HSS4X4X1/2 HSS4X4X1/2
HSS4X4X1/2 HSS4X4X1/2
HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X1/2
HSS4X4X5/16 HSS4X4X1/2 HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
1/
HSS4X4X5/16HSS4X4X1/2HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
HSS4X4X5/16
HSS4X4X5/16
S-201
S-201
S-201
S-201
3RAILING COLUMNS (TYP)
PER SHEET S-109
3'
/4
S-201
S-201
3' - 8 1/2" 3' - 8 1/2"
4 & 7
4'
8"
HSS4X4X5/16
HSS4X4X5/16
6'
2"
1' - 6" DIA HYDRAULIC
CYLINDER (TYP)
2C S-501
Sim
2A S-501
Sim
(SP)
(SP) L3X2 1/2X5/16
L3 X2
/2
X5 /1
1'-0"X9" OPENING. GRATING MANUF
TO ACCOMMODATE OPENING, TYP.
H
SS
4X 4X
5/
S-501
SIM
S-501
SIM
7'
5"
S-502
Sim
S-502
Sim
2B S-501
Sim
2A S-501
Sim
S-501
S-501
2' - 5"
4'
3/
4"
S-108
S-502
S-502
SIM
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
LOCATIONS OF ALL OPENINGS AND COORDINATE WITH
MECHANICAL,ELECTRICAL, AND OTHER DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. BEAMS WITH (SP) DESIGNATION SHALL HAVE A BOTTOM STIFFENER PL
PER 2/S-501
7. BEAMS WITH RAILING ATTACHED SHALL HAVE A KICKER PLATE PER 2/S-501
8. COLUMNS DESIGNATED W/ WC ON S-101 SHALL BE SECURED TO WALL @ MIDHEIGHT
OF EACH STORY PER 4/S-501.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
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O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
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SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
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F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
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9/ 9/
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6:
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D es ig ne r
LE
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KY
S-102
S T R
U C
TU
RA
L
PL
A N
EL
.9
.5
C he ck er
3/8" = 1'-0"S-102
1 STRUCTURAL PLAN - EL.917.50
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
S-301
S-301
2 53 4
D
A
C
B
1 6
HSS4X4X1/2 HSS4X4X1/2 HSS4X4X1/2
HSS4X4X1/2 HSS4X4X1/2
HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X1/2
HSS4X4X5/16 HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
1/
HSS4X4X5/16HSS4X4X1/2HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
HSS4X4X5/16
HSS4X4X5/16
HSS4X4X5/16
S-201
S-201
S-201
S-201
3RAILING COLUMNS (TYP) PER
SHEET S-109
4'
3/
4"
S-201
S-201
HSS4X4X5/16
7'
5"
HSS4X4X5/16
6'
2"
HSS4X4X1/2
(SP)
(SP) L3X2 1/2X5/16
L3 X2
/2
X5 /1
1'-0"X9" OPENING. GRATING MANUF TO
ACCOMMODATE OPENING, TYP.
H
SS
4X 4X
5/
1' - 6" DIA HYDRAULIC
CYLINDER (TYP).
S-501
SIM
S-502
Sim
S-502
Sim
2B S-501
Sim
2C S-501
Sim
2A S-501
Sim
2A S-501
Sim
S-501
S-501
S-108
4 & 7
S-502
S-502
SIM
4'
3/
4"
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
LOCATIONS OF ALL OPENINGS AND COORDINATE WITH
MECHANICAL,ELECTRICAL, AND OTHER DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. BEAMS WITH (SP) DESIGNATION SHALL HAVE A BOTTOM
STIFFENER PL PER 2/S-501
7. BEAMS WITH RAILING ATTACHED SHALL HAVE A KICKER PLATE PER 2/S-501
8. COLUMNS DESIGNATED W/ WC ON S-101 SHALL BE SECURED TO WALL @ MIDHEIGHT
OF EACH STORY PER 4/S-501.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
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O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
6:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
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AM
D es ig ne r
LE
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KY
S-103
S T R
U C
TU
RA
L
PL
A N
EL
.9
.5
C he ck er
3/8" = 1'-0"S-103
1 STRUCTURAL PLAN - EL.924.50
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
S-301
S-301
2 53 4
D
A
C
B
1 6
HSS4X4X1/2 HSS4X4X1/2 HSS4X4X1/2
HSS4X4X1/2 HSS4X4X1/2
HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X1/2
HSS4X4X5/16 HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
1/
HSS4X4X5/16HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
HSS4X4X5/16
HSS4X4X5/16
S-201
S-201
S-201
S-201
3RAILING COLUMNS (TYP)
PER SHEET S-109
4'
3/
4"
S-201
S-201
HSS4X4X5/16
7'
5"
HSS4X4X5/16
6'
2"
HSS4X4X1/2
HSS4X4X1/2 (SP)
(SP)
6' - 6 1/2"
L3X2 1/2X5/16
L3 X2
/2
X5 /1
1'-0"X9" OPENING. GRATING MANUF
TO ACCOMMODATE OPENING, TYP.
H
SS
4X 4X
5/
1' - 6" DIA HYDRAULIC
CYLINDER (TYP).
S-501
SIM
S-502
Sim
S-502
Sim
2B S-501
Sim
2C S-501
Sim
2A S-501
Sim
2A S-501
Sim
S-501
S-501
S-108
4 & 7
S-502
S-502
SIM
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS OF ALL
OPENINGS AND COORDINATE WITH MECHANICAL,ELECTRICAL, AND OTHER
DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. BEAMS WITH (SP) DESIGNATION SHALL HAVE A BOTTOM STIFFENER PL PER 2/S-501
7. BEAMS WITH RAILING ATTACHED SHALL HAVE A KICKER PLATE PER 2/S-501
8. COLUMNS DESIGNATED W/ WC ON S-101 SHALL BE SECURED TO WALL @ MIDHEIGHT
OF EACH STORY PER 4/S-501.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
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S9 \D oc um en ts
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D es ig ne r
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S-104
S T R
U C
TU
RA
L
PL
A N
EL
.9
.5
C he ck er
3/8" = 1'-0"S-104
1 STRUCTURAL PLAN - EL.931.50
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
S-301
S-301
2 53 4
D
A
C
B
1 6
HSS4X4X1/2 HSS4X4X1/2 HSS4X4X1/2
HSS4X4X1/2 HSS4X4X1/2
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X1/2
HSS4X4X5/16 HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
1/
HSS4X4X5/16HSS4X4X1/2HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
HSS4X4X5/16
HSS4X4X5/16
HSS4X4X5/16
S-201
S-201
S-201
S-201
3RAILING COLUMNS (TYP)
PER SHEET S-109
3'
/4
S-201
S-201
HSS4X4X5/16
7'
5"
HSS4X4X5/16
6'
2"
HSS4X4X1/2
(SP)
(SP) L3X2 1/2X5/16
L3 X2
/2
X5 /1
1'-0"X9" OPENING. GRATING MANUF
TO ACCOMMODATE OPENING, TYP.
H
SS
4X 4X
5/
1' - 6" DIA
HYDRAULIC
CYLINDER (TYP).
S-502
S-502
SIM
S-501
SIM
2B S-501
Sim
2C S-501
Sim
2A S-501
Sim
2A S-501
Sim
S-501
S-501
S-502
Sim
S-502
Sim
S-108
4 & 7
4'
3/
4"
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS OF ALL OPENINGS
AND COORDINATE WITH MECHANICAL,ELECTRICAL, AND OTHER DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. BEAMS WITH (SP) DESIGNATION SHALL HAVE A BOTTOM STIFFENER PL PER 2/S-501
7. BEAMS WITH RAILING ATTACHED SHALL HAVE A KICKER PLATE PER 2/S-501
8. COLUMNS DESIGNATED W/ WC ON S-101 SHALL BE SECURED TO WALL @ MIDHEIGHT
OF EACH STORY PER 4/S-501.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:1
AM
D es ig ne r
LE
TS
KY
S-105
S T R
U C
TU
RA
L
PL
A N
EL
.9
.8
C he ck er
3/8" = 1'-0"S-105
1 STRUCTURAL PLAN - EL.938.875
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
UP
S-301
S-301
2 53 4
D
A
C
B
1 6
HSS4X4X1/2 HSS4X4X1/2 HSS4X4X1/2
HSS4X4X1/2 HSS4X4X1/2
H
SS
4X 4X
5/
H
SS
4X 4X
5/
HSS4X4X1/2
HSS4X4X5/16 HSS4X4X5/16
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
1/
HSS4X4X5/16HSS4X4X1/2HSS4X4X5/16
H
SS
4X 4X
1/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
5/
H
SS
4X 4X
1/
H
SS
4X 4X
5/
HSS4X4X5/16
S-201
S-201
S-201
S-201
3RAILING COLUMNS (TYP)
PER SHEET S-109
3'
/4
S-201
S-201
HSS4X4X1/2
(SP)
(SP)
1'-0"X9" OPENING. GRATING MANUF
TO ACCOMMODATE OPENING, TYP.
L3X2 1/2X5/16
L3 X2
/2
X5 /1
1' - 6" DIA
HYDRAULIC
CYLINDER
(TYP).
S-501
SIM
S-502
Sim
S-502
Sim
2B S-501
Sim
2C S-501
Sim
2A S-501
Sim
2A S-501
Sim
S-108
4 & 7
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS OF ALL
OPENINGS AND COORDINATE WITH MECHANICAL, ELECTRICAL, AND OTHER
DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. BEAMS WITH (SP) DESIGNATION SHALL HAVE A BOTTOM STIFFENER PL PER 2/S-501
7. BEAMS WITH RAILING ATTACHED SHALL HAVE A KICKER PLATE PER 2/S-501
8. COLUMNS DESIGNATED W/ WC ON S-101 SHALL BE SECURED TO WALL @ MIDHEIGHT
OF EACH STORY PER 4/S-501.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:2
AM
D es ig ne r
LE
TS
KY
S-106
S T R
U C
TU
RA
L
PL
A N
EL
.9
.2
C he ck er
3/8" = 1'-0"S-106
1 STRUCTURAL PLAN - EL.946.25
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
2 53 4
D
A
C
B
1 6
4'
7"
EXISTING CONCRETE CATWALK
HSS4X4X5/16
H
SS
4X 4X
5/
3' - 8 1/2"
HSS4X4X5/16
H
SS
4X 4X
5/
HSS4X4X5/16
HSS4X4X5/16
COL TOS EL. 951.75
COL TOS EL. 948.25
COL TOS EL. 951.75
6'
2"
S-502
Sim
S-501
Sim
1' - 6" DIA HYDRAULIC
CYLINDER (TYP). SEE
NOTES 6 & 7.
RAILING COLUMNS (TYP)
PER SHEET S-109
GALLERY
H
SS
4X 4X
5/
1'
6"
7' - 6"
S-108
S-108
SEE NOTE 8
PLAN NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. STEEL GRATING SHALL BE 19W2 1 3/4" X 3/16"
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND
LOCATIONS OF ALL OPENINGS AND COORDINATE WITH
MECHANICAL,ELECTRICAL, AND OTHER DISCIPLINES.
4. INDICATES STEEL GRATING SPAN DIRECTION
5. RAILING AND STAIRS BY CONTRACTOR, SEE NOTES ON S-108.
6. MAINTENANCE PIT ROOF AT EL. 960.0 CONTAINS AN OPENING FOR
HYDRAULIC CYLINDER.
7. CYLINDER WILL BE REMOVED BY CJD PRIOR TO COMMENCEMENT
OF WORK.
8. CONTRACTOR TO FURNISH 1 TON FULL CANTILEVERED WALL-MOUNTED
JIB CRANE AND CONNECTION TO WALL. CRANE PAY LOAD TO BE
ACCESSIBLE FROM EVERY ELEVATION. ELEVATION TO THE BOTTOM OF
JIB ARM TO BE 954'.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:3
AM
D es ig ne r
LE
TS
KY
S-107
S T R
U C
TU
RA
L
PL
A N
EL
.9
.1
C he ck er
3/8" = 1'-0"S-107
1 STRUCTURAL PLAN - EL.948.25
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
C
B
4'
7" 4'
8"
1'
9"
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
U P
STL STAIRS W/
STL GRATE
TREADS
42" H. GUARD
RAIL W/
HANDRAIL
C
B
OPEN
TO
BELOW
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
1'
9" 4'
8"
4'
7"
U P
D N
OPEN
TO
BELOW
42" H. GUARD
RAIL W/
HANDRAIL
STL STAIRS W/
STL GRATE
TREADS
C
B
1'
9" 4'
8"
3'
8"
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
OPEN
TO
BELOW
OPEN
TO
BELOW
U P
D N
42" H. GUARD
RAIL W/
HANDRAIL
STL STAIRS W/
STL GRATE
TREADS
C
B
OPEN
TO
BELOW
OPEN
TO
BELOW
U P
D N
STL STAIRS W/
STL GRATE
TREADS
42" H. GUARD
RAIL W/
HANDRAIL
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
1'
9" 4'
8"
3'
8"
C
B
1'
9" 4'
8"
4'
7"
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
OPEN
TO
BELOW
U P
D N
OPEN
TO
BELOW
42" H. GUARD
RAIL W/
HANDRAIL
STL STAIRS W/
STL GRATE
TREADS
C
B
4'
7"
2' - 9 1/2"
BTWN STRINGERS
3' - 0" 8"
1'
3"
BT
W
N S
TR
I N
G
ER
S
3'
0" 4"
2" 2' - 7"
OPEN
TO
BELOW
U
P D
N
OPEN
TO
BELOW
42" H. GUARD
RAIL W/
HANDRAIL
STL STAIRS W/
STL GRATE
TREADS
42" H. GUARD
RAIL W/
HANDRAIL
STL STAIRS W/
STL GRATE
TREADS
STAIR NOTES:
1. STAIRS, GUARD RAILS AND HAND RAILS, INCLUDING CONNECTIONS BETWEEN STAIRS AND
GUARDS AND THE FLOOR STRUCTURE, SHALL BE DESIGNED BY THE CONTRACTOR IAW
INTERNATIONAL BUILDING CODE REQUIREMENTS AND LOADS AS SHOWN ON S-001.
2. STEEL SHALL BE PAINTED, TYP.
D
2' - 9"
3/
4" 3'
0"
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:3
AM
D es ig ne r
LE
TS
KY
S-108
EN
LA
RG
E D
S
TA
IR
P
L A
NS
C he ck er
1/2" = 1'-0"S-108
1 STAIR PLAN - EL.910.00
1/2" = 1'-0"S-108
2 STAIR PLAN - EL.917.50
1/2" = 1'-0"S-108
3 STAIR PLAN - EL.924.50
1/2" = 1'-0"S-108
4 STAIR PLAN - EL.931.50
1/2" = 1'-0"S-108
5 STAIR PLAN - EL.938.875
1/2" = 1'-0"S-108
6 STAIR PLAN - EL.946.25
1/2" = 1'-0"S-108
7 STAIR PLAN - EL.948.25
UP
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
S-301
2 53 4
D
A
C
B
1 6
TYP. RAILINGS TO BE DESIGNED BY
CONTRACTOR, SEE NOTES ON S-108
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:3
AM
D es ig ne r
LE
TS
KY
S-109
TY
P I
C A
L R
A
IL
I N G
P L A
N C he ck er
3/8" = 1'-0"S-109
1 TYPICAL RAILING PLAN
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
DA CB
EL.948.25
948' - 3"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
CB
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
CB
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
DA CB
EL.948.25
948' - 3"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
2 53 41 6
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
2 53 41 6
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
D AC B
EL.948.25
948' - 3"
SIMILAR
SIMILAR
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:4
AM
D es ig ne r
LE
TS
KY
S-201
ST
R
U C
TU
R A L
EL
EV
A T I
O
NS
C he ck er
1/8" = 1'-0"S-201
1 ELEV GL 2
1/8" = 1'-0"S-201
2 ELEV GL 2.4
1/8" = 1'-0"S-201
3 ELEV GL 4.7
1/8" = 1'-0"S-201
4 ELEV GL 5
1/8" = 1'-0"S-201
5 ELEV GL B
1/8" = 1'-0"S-201
6 ELEV GL C
1/8" = 1'-0"S-201
7 STAIRS ELEV
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
D AC B
EL.948.25
948' - 3"
EXISTING GATE RESTRAINER
TO REMAIN AND STRIPE
PAINTED, OH
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
2 53 41 6
EL.948.25
948' - 3"
VERIFY
EXISTING GATE RESTRAINER,
SEE 1/S-301
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:4
AM
D es ig ne r
LE
TS
KY
S-301
ST
R
U C
TU
RA
L S E
CT
IO
N S
C he ck er
1/4" = 1'-0"S-301
1 STRUCTURAL SECTION - LATITUDE
1/4" = 1'-0"S-301
2 STRUCTURAL SECTION - LONGITUDE
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
PLAN
SECTION A-A
1 1/2"2 1/2"
L6X4X5/16 X 4" LONG (TYP)
BEAM SEE PLAN
COLUMN SEE
PLAN
(4) 1/2" DIA A325N BOLT W/ 9/16" DIA
HOLES (TYP)
BEAM SEE PLAN
1/4
(TYP)
GL
A
COLUMN SEE
PLAN
TOS EL
SEE SECTION
1" 1"
1 1/2"
1/2"
2"GLA
GL
3/16
(TYP)
NOTE:
1. GRATING SUPPORT ANGLES AND/OR KICKER PL NOT SHOWN FOR CLARITY.
2. SEE PLAN FOR BEAM AND COLUMN SIZE AND PLACEMENT LOCATION.
3. GRATING SUPPORT ANGLES, KICKER PL, AND STIFFENER PL NOT SHOWN FOR CLARITY. SEE FLOOR PLAN.
4. BOLTS SHALL BE PLACED FACING DOWN AS SHOWN
BEAM BEYOND
ANGLE BEYOND
3/16
(TYP)
1/4" STIFFENER PL (TYP)
PLAN
ELEVATION
3/16
(TYP)
GL
NOTE:
1. ALL HOLES SHALL BE 9/16" X 1 1/4" LS.
2. ALL EXPANSION ANCHORS SHALL BE 1/2" DIA HILTI KWIK BOLT TZ W/ 2" MINIMUM EFFECTIVE
EMBEDMENT & 1.5" DIA 1/4" THICK WASHER (OR SIMILAR).
3. CONTRACTOR TO PREPARE AREA AND INSTALL EXPANSION ANCHOR PER MANUFACTURER
INSTRUCTIONS.
4. SEE PLAN FOR COLUMN SIZE AND PLACEMENT LOCATION.
5. EL SHALL BE MID HEIGHT OF EACH STORY
L3X3X1/4 (TYP)
1 5/16"
COLUMN SEE
PLAN
GL
EL
SEE NOTE 5
TOS EL
SEE SECTION
PLAN
HSS BEAM SEE PLAN
SECTION A-A
L6X6X5/16 X 6" LONG
HSS BEAM SEE PLAN
(4) 1/2" DIA A325N BOLT
1 1/2"2 1/2"
2" 1"
1"
SECTION B-B
A
GL
B
B
B
B
1 1/2"
GLA
NOTE:
1. ALL HOLES SHALL BE 9/16" DIAMETER.
2. ALL EXPANSION ANCHORS SHALL BE 1/2" DIA KWIK BOLT TZ W/ 3 1/4" MINIMUM EFFECTIVE
EMBEDMENT & 1.5" DIA 1/4" THICK WASHER (OR SIMILAR).
3. CONTRACTOR TO PREPARE AREA AND INSTALL EXPANION ANCHOR PER MANUFACTURER
INSTRUCTIONS.
4. SEE PLAN FOR BEAM SIZE AND PLACEMENT LOCATION.
5. GRATING SUPPORT ANGLES AND/OR KICKER PL NOT SHOWN FOR CLARITY.
1/2"
3/16
TYP
1"
3/ 8"
5/
8"
4"
1 5/8" 1 5/8"
1/4" STIFFNER PL
(2) 1/2" DIA A325N BOLT W/
(2) 1/4X0-4X0'-6" PL EA SIDE
OF BEAM
PLAN
3/16
(TYP)
5 1/4" (TYP)
HSS BEAM SEE
PLAN & NOTE 3
A
A
A
C C
SECTION A-A
5/16X0-2 1/2X0'-6"
BENT PL
(TYP)
(TYP)
2"
1/ 2"
1/
2"
1/ 2"
GL
STEEL GRATING
SEE PLAN
SEE NOTE 1
4 1/4"
NOTE:
1. FOR BEAMS W/ (1) STEEL GRATING SUPPORT ANGLE ATTACHED USE 4-11/16" SPACING
2. FOR SECTION C SEE 2/S-501.
3. KICKER PL PER 2/S-501 (WHERE APPLICABLE) IS NOT SHOWN IN SECTION A-A FOR CLARITY.
4. STOP STEEL GRATING SUPPORT ANGLE 6" FROM EDGE OF BEAM (TYP).
BEAM W/
STEEL
GRATING
SUPPORT
ANGLE(S)
SEE NOTE 2
6" (TYP)
A
6" (T
YP
) S
EE
N
O
TE
TOS EL
SECTION B-B
BEAM SEE PLAN & NOTE 3
B
B
WALL COLUMNS
1/2X0-9X0'-10" BP
3/16
FLATS ONLY
(TYP)
GL
GL
4"
CJP
7" 10
9"
3 1/2"
3B
3/16
FLATS
ONLY TYP
1/2X0-9X0'-9" BP
9"
9"
6"
STAND ALONE COLUMNS
GL
GL
6"
2" M
IN
NOTE:
1. ALL HOLES SHALL BE 5/8" DIAMETER.
2. ALL THREADED ANCHOR ROD SHALL BE 1/2" DIA TYPE A304 W/ HILTI HIT 500-SD EPOXY
ADHESIVE TO AN EFFECTIVE EMBEDMENT DEPTH OF 6" & 1-1/2" DIA 1/4" THICK WASHER
(OR SIMILAR).
3. CONTRACTOR TO PREPARE AREA AND INSTALL ANCHOR PER MANUFACTURER
INSTRUCTIONS.
4. SEE PLAN FOR COLUMN SIZE AND PLACEMENT LOCATION.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FLOOR SLOPE AT EL. 910.00 AND
PLACE LEVELING NUT ACCORDINGLY TO MAINTAIN 2" MIN OF NON-SHRINK GROUT BELOW
BP AND TOS AT EACH PLATFORM ELEV PER ELEV DRAWINGS.
3A
2A
3/16 2" - 12"
(TYP)
2" - 12"
(TYP)
STEEL GRATING SEE PLAN. CONNECT BY MANUFACTURER
INSTRUCTIONS, TYP.HSS BEAM SEE PLAN
GL
L3X21/2X5/16 X LENGTH
OF MEMBER (TYP)
TOS EL
SEE SECTION
3/
4"
EDGE BEAM SECTION
1/4" KICKER PL
CONTINUOUS @ EDGE
BEAM (TYP)
2" 4"
2" - 12"
(TYP)
3/16 2" - 12"
(TYP)
3/
4"
TOS EL
SEE SECTION
EDGE BEAM SECTION AT WALL
3/16 2" - 12"
(TYP)
3/4X0-1 3/4 STIFFENER PL
X LENGTH OF BEAM MINUS 6" AT EA END FOR
CONNECTION TO COLUMN. SEE FLOOR PLAN.
2B
2C INTERIOR BEAM SECTION
3/
4"
TOS EL
SEE SECTION
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:4
AM
D es ig ne r
LE
TS
KY
S-501
ST
R
UC
TU
RA
L
DE
TA
IL
S
C he ck er
3" = 1'-0"S-501
1 BEAM TO COLUMN CONNECTION (TYP)
3" = 1'-0"S-501
2 STEEL GRATING AT BEAM SUPPORT
1 1/2" = 1'-0"S-501
3 COLUMN BASE PLATE
3" = 1'-0"S-501
4 COLUMN TO WALL CONNECTION
3" = 1'-0"S-501
5 BEAM TO WALL CONNECTION
3" = 1'-0"S-501
6 BEAM TO BEAM CONNECTION
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1" EQ (12" MAX) EQ (12" MAX) 1"
STEEL GRATING SEE PLAN
3/
4"
TOS EL
SEE SECTION
1"
1/ 2"1
1/ 2"
A
A
L6X3 1/2X5/16
SECTION A-A
NOTE:
1. ALL HOLES SHALL BE 9/16" DIAMETER.
2. ALL EXPANSIONS ANCHOR SHALL BE 1/2" DIA HILTI KWIK BOLT TZ W/ 2" MINIMUM
EFFECTIVE EMBEDMENT & 1.5" DIA 1/4" THICK WASHER (OR SIMILAR).
3. CONTRACTOR TO PREPARE AREA AND INSTALL EXPANSION ANCHOR PER
MANUFACTURER INSTRUCTIONS.
4. CONNECT STEEL GRATING TO SUPPORTING ANGLE BY MANUFACTURER
INSTRUCTIONS.
(TYP)
GL
COLUMN SEE
PLAN
TOS EL
1/4" PLATE
TOS EL
SEE SECTION
PLAN
HSS BEAM SEE PLAN
SECTION A-A
L6X6X5/16 X 6" LONG
HSS BEAM SEE PLAN
(4) 1/2" DIA A325N BOLT
1 1/2"2 1/2"
2" 1"
1"
SECTION B-B
A
GL
B
B
B
B
1 1/2"
GL
A
NOTE:
1. ALL HOLES SHALL BE 9/16" DIAMETER.
2. ALL EXPANSION ANCHORS SHALL BE 1/2" DIA KWIK BOLT TZ W/ 3 1/4" MINIMUM
EFFECTIVE EMBEDMENT & 1.5" DIA 1/4" THICK WASHER (OR SIMILAR).
3. CONTRACTOR TO PREPARE AREA AND INSTALL EXPANION ANCHOR PER
MANUFACTURER INSTRUCTIONS.
4. SEE PLAN FOR BEAM SIZE AND PLACEMENT LOCATION.
5. GRATING SUPPORT ANGLES AND/OR KICKER PL NOT SHOWN FOR CLARITY.
1/2"
3/16
TYP
1/4" STIFFNER PL
GL
9 1/8"
1 3/8" 3 3/4" 2" 2"
1"
3/ 4"
5/
8"
3/
8"
4"
1/
8"
6"
PLAN
HSS BEAM SEE
PLAN & NOTE 3
A
B
B
SECTION A-A
5/16X0-2 1/2X0'-6"
BENT PL
(TYP)
(TYP)
D
STEEL GRATING
SEE PLAN
NOTE:
1. FOR BEAMS W/ (1) STEEL GRATING SUPPORT ANGLE ATTACHED USE 4-11/16" SPACING
2. FOR SECTION B SEE 2/S-501.
3. STOP STEEL GRATING SUPPORT ANGLE 6" FROM EDGE OF BEAM (TYP).
BEAM W/ STEEL
GRATING SUPPORT
ANGLES, SEE PLAN
SEE NOTE 2
6" (T
YP
A
TOS EL
1/
4"
6 1/2"
PIPE, SEE MECH.
4 1/2"
3"X3" OPENING. GRATING
MANUF TO
ACCOMMODATE
OPENING, TYP.
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:4
AM
D es ig ne r
LE
TS
KY
S-502
S T R
U C
TU
RA
L
TY
P I C
AL
D
ET
A
I L C he ck er
3" = 1'-0"S-502
1 STEEL GRATING AT WALL SUPPORT
3" = 1'-0"S-502
2 COLUMN CAP DETAIL
3" = 1'-0"S-502
3 BEAM TO WALL CORNER CONNECTION
3" = 1'-0"S-502
4 AIR LINE PASS THRU
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:0
7:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ Ar ch
- S tru ct
_ C
EN
T R
AL
_ G 3E
N
EB
S9 . rv t 9/
9/
0:
:5
AM
D es ig ne r
LE
TS
KY
S-801
PE
R
SP
E C
TI
VE
V
IE
W S
C he ck er
S-801
1 OVERALL PERSPECTIVE VIEW
S-801
2 OVERALL PERSPECTIVE STEEL ONLY
EXISTING HYDRAULIC CYLINDER
OPENING
EXISTING GATE OPENING
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D
A
C
B
1 616
PD004
PD002
PD005
PD003
DEMOLISH EXISTING 1" COMPRESSED AIR
PIPING AT EL 951.5 AND ALL CONNECTED
PIPING ALL THE WAY TO THE THROUGH-THE-
WALL SUPPLY TEE AT EL 947.0
DEMOLISH EXISTNG 2" COMPRESSED AIR PIPING SHOWN
HERE. INSTALL PIPE CAP AT THE WALL PENETRATION
KEEP EXISTING WATER PIPING ROUTED ALONG CEILING
EXISTING WATER PIPE UPPER THROUGH-THE-WALL PENETRATION EXISTING COMPRESSED AIR PIPE
THROUGH-THE-WALL PENETRATION
APPROXIMATE EXTENT OF DEMOLITION
LEGEND:
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:2
8:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ M
EP
_ C
EN
T R
AL
_ G
3E N
EB
S9
. rv t
9/ 9/
0:
:4
AM
D es ig ne r
C H
IR
IA
C
PD001
PL
U
M B
IN
G
D
EM
O
LI
T I O
N
PL
A N
LI
E
1/2" = 1'-0"1 PLUMBING DEMOLITION PLAN
SCALE:
0 2' 4'
1/2" = 1' - 0"
2' 4'
NOTES:
1. PIPES SHOWN IN BOLD LINES ON THIS SHEET SHALL BE DEMOLISHED.
2. PIPES SHOWN HALFTONED ARE EXISTING PIPES WHICH SHALL REMAIN.
3. NOT ALL FITTINGS AND PIPE SUPPORTS ARE SHOWN. ALL FITTINGS AND
PIPE SUPPORTS WHICH ARE NOT REUSED SHALL BE DEMOLISHED.
4. PIPING IS SHOWN IN APPROXIMATE LOCATIONS, AND ACTUAL LOCATIONS
SHALL BE FIELD VERIFIED.
NOTE THAT FULL HEIGHT OF PIT IS VISIBLE IN THIS VIEW
N
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EL 910.00
910' - 0"
EL 917.50
917' - 6"
EL 924.50
924' - 6"
EL 931.50
931' - 6"
EL 938.875
938' - 10 1/2"
EL 946.25
946' - 3"
EL 960.00
960' - 0"
EL 948.12
948' - 3"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
2 53 41 6
EL.948.25
948' - 3"
PD004
PD005
DEMOLISH 1" COMPRESSED AIR PIPE ROUTED AT EL 951.5
EXISTING COMPRESSED AIR LINE THROUGH WALL BEHIND
(ESTIMATED 1.5" SIZE) WITH TEE TO 1" LINES ABOVE AND BELOW.
KEEP LINE ABOVE, DEMOLISH LINE BELOW.
DEMOLISH 1" COMPRESSED AIR PIPE ROUTED DOWN THE WEST WALL
DEMOLISH 3" WATER PIPE FROM WHERE IT
BENDS DOWN AT THE UPPER WALL
PENETRATION TO WHERE IT TEES INTO THE
PUMP ROOM DOWN BELOW
DEMOLISH 1" COMPRESSED AIR PIPE ON THE EAST WALL
KEEP EXISTING 3" WATER PIPE CONNECTION
THROUGH THE WALL ABOVE THE DOOR TO
THE PUMP ROOM, AND MODIFY THE PIPE
ROUTING WITHIN THE GATE REPAIR PIT AS
SHOWN ON THE PLUMBING DRAWINGS
APPROXIMATE EXTENT OF DEMOLITION
LEGEND:
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:2
8:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ M
EP
_ C
EN
T R
AL
_ G
3E N
EB
S9
. rv t
9/ 9/
0:
:5
AM
D es ig ne r
C H
IR
IA
C
PD002
PL
U
M B
IN
G
D
EM
O
LI
T I O
N
SO
U T H
S
EC
TI
O
N
LI
E
1/4" = 1'-0"1 PLUMBING DEMOLITION SOUTH SECTION
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
NOTES:
1. PIPES SHOWN IN BOLD LINES ON THIS SHEET SHALL BE DEMOLISHED.
2. PIPES SHOWN HALFTONED ARE EXISTING PIPES WHICH SHALL REMAIN.
3. NOT ALL FITTINGS AND PIPE SUPPORTS ARE SHOWN. ALL FITTINGS AND
PIPE SUPPORTS WHICH ARE NOT REUSED SHALL BE DEMOLISHED.
4. PIPING IS SHOWN IN APPROXIMATE LOCATIONS, AND ACTUAL LOCATIONS
SHALL BE FIELD VERIFIED.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
Level 1
Level 2 917' - 5 31/32"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
25 34 16
EL.948.25
948' - 3"
EL 910.00
910' - 0"
EL 917.50
917' - 6"
EL 924.50
924' - 6"
EL 931.50
931' - 6"
EL 938.875
938' - 10 1/2"
EL 946.25
946' - 3"
EL 960.00
960' - 0"
EL 948.12
948' - 3"
Level 3 924' - 4 19/32"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
25 34 16
EL.948.25
948' - 3"
PD004
PD005
DEMOLISH 2" COMPRESSED AIR PIPE ON UPPER SIDE OF THE WEST WALL
EXISTING WATER PIPE ROUTED ALONG CEILING
EXISTING WATER PIPE ON LOWER SIDE OF WEST WALL
DEMOLISH 1" COMPRESSED AIR PIPE ROUTED AT EL 951.5
APPROXIMATE EXTENT OF DEMOLITION
LEGEND:
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:2
8:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ M
EP
_ C
EN
T R
AL
_ G
3E N
EB
S9
. rv t
9/ 9/
0:
:5
AM
D es ig ne r
C H
IR
IA
C
PD003
PL
U
M B
IN
G
D
EM
O
LI
T I O
N N
O
RT
H S
EC
TI
O N
LI
E
1/4" = 1'-0"1 PLUMBING DEMOLITION NORTH SECTION
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
NOTES:
1. PIPES SHOWN IN BOLD LINES ON THIS SHEET SHALL BE DEMOLISHED.
2. PIPES SHOWN HALFTONED ARE EXISTING PIPES WHICH SHALL REMAIN.
3. NOT ALL FITTINGS AND PIPE SUPPORTS ARE SHOWN. ALL FITTINGS AND
PIPE SUPPORTS WHICH ARE NOT REUSED SHALL BE DEMOLISHED.
4. PIPING IS SHOWN IN APPROXIMATE LOCATIONS, AND ACTUAL LOCATIONS
SHALL BE FIELD VERIFIED.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EL 917.50
917' - 6"
EL 924.50
924' - 6"
EL 931.50
931' - 6"
EL 938.875
938' - 10 1/2"
EL 946.25
946' - 3"
EL 960.00
960' - 0"
EL 948.12
948' - 3"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
D AC B
EL.948.25
948' - 3"
PD002
PD003
DEMOLISH 2" COMPRESSED AIR PIPE ON UPPER SIDE OF THE WEST WALL
EXISTING WATER PIPE ROUTED ALONG CEILING
DEMOLISH 1" COMPRESSED AIR
PIPE ROUTED AT EL 951.5
EXISTING WATER PIPE ON LOWER SIDE OF WEST WALL
EXISTING WATER PIPE UPPER
THROUGH-THE-WALL PENETRATION
EXISTING COMPRESSED AIR
PIPE THROUGH-THE-WALL
PENETRATION
EXISTING WATER PIPE LOWER
THROUGH-THE-WALL PENETRATION
DEMOLISH 1"
COMPRESSED AIR
PIPING STARTING
FROM THE BOTTOM OF
THE THROUGH-THE-
WALL SUPPLY TEE AT
EL 947.0 AND
CONTINUING DOWN
THE SIDE OF THE
WEST WALL
DEMOLISH 3" WATER PIPE
FROM WHERE IT BENDS
DOWN AT THE UPPER WALL
PENETRATION TO WHERE IT
TEES INTO THE PUMP ROOM
DOWN BELOW
APPROXIMATE EXTENT OF DEMOLITION
LEGEND:
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:2
9:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ M
EP
_ C
EN
T R
AL
_ G
3E N
EB
S9
. rv t
9/ 9/
0:
:0
AM
D es ig ne r
C H
IR
IA
C
PD004
PL
U
M B
IN
G
D
EM
O
LI
T I O
N W
ES
T
SE
C
TI
O
N
LI
E
1/4" = 1'-0"1 PLUMBING DEMOLITION WEST SECTION
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
NOTES:
1. PIPES SHOWN IN BOLD LINES ON THIS SHEET SHALL BE DEMOLISHED.
2. PIPES SHOWN HALFTONED ARE EXISTING PIPES WHICH SHALL REMAIN.
3. NOT ALL FITTINGS AND PIPE SUPPORTS ARE SHOWN. ALL FITTINGS AND
PIPE SUPPORTS WHICH ARE NOT REUSED SHALL BE DEMOLISHED.
4. PIPING IS SHOWN IN APPROXIMATE LOCATIONS, AND ACTUAL LOCATIONS
SHALL BE FIELD VERIFIED.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
EL 917.50
917' - 6"
EL 924.50
924' - 6"
EL 931.50
931' - 6"
EL 938.875
938' - 10 1/2"
EL 946.25
946' - 3"
EL 960.00
960' - 0"
EL 948.12
948' - 3"
EL.960.00
960' - 0"
EL.960.01
946' - 3"
EL.960.02
938' - 10 1/2"
EL.960.03
931' - 6"
EL.960.04
924' - 6"
EL.960.05
917' - 6"
EL.960.06
910' - 0"
EL.946.25
946' - 3"
EL.938.875
938' - 10 1/2"
EL.931.50
931' - 6"
EL.924.50
924' - 6"
EL.917.50
917' - 6"
EL.910.00
910' - 0"
DA CB
EL.948.25
948' - 3"
PD002
PD003
DEMOLISH 1"
COMPRESSED
AIR PIPE ON THE
EAST WALL
APPROXIMATE EXTENT OF DEMOLITION
LEGEND:
SHEET
IDENTIFICATION
D R
A W N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
SE
A
TT
LE
D
IS
TR
IC
T
C
KD
B Y:
US ARMY CORPS OF
ENGINEERS ®
" X
4"
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
1 2 3 4 5
D
C
B
A FY
P N
C
JD
R
P
IN
TA
K
E G
AT
E
R
EP
A
IR
P
IT
C H
IE
F
JO
SE
PH
D
A M
, W
AS
H
IN
G
TO
N
SEATTLE DISTRICT
SE
AT
TL
E, W
AS
HI
NG
TO
N
E -5
1 -
-3
S
E P
TE
M
BE
R
KU
AN
9/ 9/
:2
9:
A M
C :\U se rs
\ G 3E
N E B
S9 \D oc um en ts
\F Y1
5_ P N
9 0
_C
JD
R
P _ M
EP
_ C
EN
T R
AL
_ G
3E N
EB
S9
. rv t
9/ 9/
0:
:0
AM
D es ig ne r
C H
IR
IA
C
PD005
PL
U
M B
IN
G
D
EM
O
LI
T I O
N
EA
ST
S
EC
TI
O N
LI
E
1/4" = 1'-0"1 PLUMBING DEMOLITION EAST SECTION
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
NOTES:
1. PIPES SHOWN IN BOLD LINES ON THIS SHEET SHALL BE DEMOLISHED.
2. PIPES SHOWN HALFTONED ARE EXISTING PIPES WHICH SHALL REMAIN.
3. NOT ALL FITTINGS AND PIPE SUPPORTS ARE SHOWN.
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