11-W9123617D0001 Final RAS-L_CAL.pdf
PDF 3 MB Posted
- Attached to
- Rygge DABS / FEV New Construction
- Solicitation number
- W912GB26RA013
- Issued by
-
Department of the Army European Command
About this file
This document is a final design submission for construction of a pump house facility at Rygge Air Station in Norway, part of a larger ECAOS DABS-FEV/EMEDS Storage project. The design package is identified as RAS-L (Pump House) under U.S. Army Corps of Engineers Europe District, with contract number W912GB-19-D-0015 and an issue date of October 30, 2026.
The design submission includes comprehensive architectural and structural drawings covering foundation plans, floor slab details, roof framing, building sections, elevations, wall sections, and mechanical, plumbing, electrical, fire protection, and telecommunications systems. The pump house is a rectangular steel-framed structure with precast concrete arch panels and insulated metal wall panels, featuring a prefabricated steel water tank with center support column and ring beam foundation. Key structural elements include spread footings, steel columns (HEA260 and UPE240 sections), steel roof decking with EPDM roofing system, and extensive utility infrastructure for fire suppression, water recirculation, domestic piping, and building automation systems. The design documentation includes 32 detailed drawing sheets addressing life safety code compliance, foundation and floor slab specifications, roof framing coordination, wall and connection details, accessibility features including fixed ladders and guardrails, and coordinated mechanical, electrical, plumbing, and fire protection systems. The project is part of a multi-package facilities construction program at Rygge Air Station that includes rolling stock storage, pallet storage, container storage, fuel vehicle facilities, vehicle maintenance areas, central plant, and secure entry facilities.
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US Army Corps of Engineers ®
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
CONSTRUCTION
PACKAGE:
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RAS-L
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W912GB-19-D-0015
OCTOBER 30, 2026
RAS-L / PUMP HOUSE
RYGGE AIR STATION, NORWAY
CONSTRUCT ECAOS DABS-FEV/EMEDS STORAGE
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LOCATION MAP VICINITY MAP
AREA MAP
SITE
MOSS AIRPORT RYGGE
SITE
MOSS AIRPORT RYGGE
VANSJØ
BLIKSØYA
RYGGE
FACILITIES CONSTRUCTION PACKAGES
FACILITY ID FACILITY NAME BASE BID ITEM
RAS-GEN GENERAL ~ APPLIES TO ALL PACKAGES - GENERELT ~
GJELDER FOR ALLE TEGNINGSPAKKER
N/A
RAS-SITE SITE DESIGN - OMRÅDEPLANLEGGING / UTOMHUSPLAN 009
RAS-A-B ROLLING STOCK - KJØRETØY 001
RAS-C PALLET STORAGE - PALLELAGER 002
RAS-D CONTAINER STORAGE - CONTAINERLAGER 003
RAS-E FUEL VEHICLE FACILITY - DRIVSTOFFANLEGG KJØRETØY 004
RAS-G VEHICLE MAINTENANCE - VEDLIKEHOLD KJØRETØY 005
RAS-H CENTRAL PLANT - TEKNIKKSENTRAL 006
RAS-K SECURE ENTRY - KONTROLLERT INNGANG 007
RAS-L PUMP HOUSE - PUMPEHUS 008
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
N
10/30/2026
US Army Corps of Engineers ®
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INDEX OF DRAWINGS
BLDG ID SHEET NUMBER SHEET TITLE
RAS-L G-001 COVER SHEET - FORSIDE
RAS-L G-002 INDEX OF DRAWINGS - TEGNINGSLISTE
RAS-L GI000 PUMP HOUSE LIFE SAFETY CODE SUMMARY - PUMPEHUS BRANNKONSEPT
RAS-L GI100 PUMP HOUSE LIFE SAFETY PLAN - PUMPEHUS RØMNINGSPLAN
RAS-L SB101 PUMP HOUSE FOUNDATION PLAN - PUMPEHUS FUNDAMENTERINGSPLAN
RAS-L SB102 PUMP HOUSE FLOOR SLAB PLAN - PUMPEHUS GULV PÅ GRUNN PLAN
RAS-L SF101 PUMP HOUSE ROOF FRAMING PLAN - PUMPEHUS TAKSTOLPLAN
RAS-L S-301 PUMP HOUSE SECTIONS AND DETAILS - PUMPEHUS SNITT OG DETALJER
RAS-L S-302 PUMP HOUSE FOUNDATION DETAILS - PUMPEHUS FUNDAMENTERINGS DETALJER
RAS-L A-010 PUMP HOUSE AIR BARRIER FLOOR PLAN AND SECTIONS - PUMPEHUS LUFTTETTING PLAN OG SNITT
RAS-L A-101 PUMP HOUSE FLOOR PLAN - PUMPEHUS PLANER
RAS-L A-102 PUMP HOUSE REFLECTED CEILING PLAN - PUMPEHUS HIMLINGSPLAN
RAS-L A-103 PUMP HOUSE ROOF PLAN - PUMPEHUS TAKPLAN
RAS-L A-201 PUMP HOUSE EXTERIOR ELEVATIONS AND BUILDING SECTIONS - PUMPEHUS FASADER OG BYGNINGSSNITT
RAS-L A-301 PUMP HOUSE BUILDING SECTIONS - PUMPEHUS BYGNINGSSNITT
RAS-L A-501 PUMP HOUSE WALL SECTIONS - PUMPEHUS VEGGSNITT
RAS-L A-601 PUMP HOUSE ROOM, DOOR, LOUVER SCHEDULES AND DETAILS - PUMPEHUS SKJEMA OG DETALJER
RAS-L A-701 PUMP HOUSE SIGNAGE PLAN - PUMPEHUS SKILTPLAN
RAS-L FA100 PUMP HOUSE FIRE ALARM PLAN - PUMPEHUS ORIENTERINGSPLAN BRANNMELDER
RAS-L FX100 PUMP HOUSE FIRE PUMP PLAN - PUMPEHUS BRANNTEKNISK PLAN
RAS-L FX101 PUMP HOUSE FIRE SUPPRESSION PLAN - PUMPEHUS BRANNSLUKKINGSPLAN
RAS-L PP101 PUMP HOUSE SANITARY PLAN - PUMPEHUS SANITÆRPLAN
RAS-L PP102 PUMP HOUSE DOMESTIC PIPING PLAN - PUMPEHUS RØRPLAN
RAS-L P-901 PUMP HOUSE PLUMBING RISER DIAGRAMS - PUMPEHUS OPPLEGGSSKJEMA
RAS-L RP101 PUMP HOUSE RECIRCULATION PUMPS PLAN - PUMPEHUS PUMPEPLAN VANNGJENVINNING
RAS-L MH101 PUMP HOUSE MECHANICAL DUCTWORK PLAN - PUMPEHUS VENTILASJONSPLAN
RAS-L EL100 PUMP HOUSE LIGHTING PLAN - PUMPEHUS BELYSNINGSPLAN
RAS-L EP100 PUMP HOUSE POWER PLAN - PUMPEHUS STRØMSTYRINGSPLAN
RAS-L EY100 PUMP HOUSE ELECTRONIC SECURITY PLAN - PUMPEHUS ELEKTRONISK SIKKERHET PLAN RAS-L EG100 PUMP HOUSE ELECTRICAL GROUNDING PLAN - PUMPEHUS ELEKTRO JORDING GULVSPLAN
RAS-L E-601 PUMP HOUSE ELECTRICAL SCHEDULES - PUMPEHUS ELEKTROSKJEMAER
RAS-L E-901 PUMP HOUSE POWER RISER DIAGRAM - PUMPEHUS STIGELEDNINGSSKJEMA
RAS-L T-100 PUMP HOUSE TELECOM PLAN - PUMPEHUS TELEKOMMUNIKASJONSPLAN
REFER TO EACH INDIVIDUAL
PACKAGE FOR AN INDEX OF
DRAWINGS OF THAT PACKAGE
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
N
10/30/2026 e7pp9cal Strikethrough
RAS-L GI000 PUMP HOUSE LIFE SAFETY CODE SUMMARY - PUMPEHUS BRANNKONSEPT
RAS-L GI100 PUMP HOUSE LIFE SAFETY PLAN - PUMPEHUS RØMNINGSPLAN
e7pp9cal Strikethrough
RAS-L SF101 PUMP HOUSE ROOF FRAMING PLAN - PUMPEHUS TAKSTOLPLAN
e7pp9cal Strikethrough RAS-L A-010 PUMP HOUSE AIR BARRIER FLOOR PLAN AND SECTIONS - PUMPEHUS LUFTTETTING PLAN OG SNITT e7pp9cal Strikethrough
RAS-L A-102 PUMP HOUSE REFLECTED CEILING PLAN - PUMPEHUS HIMLINGSPLAN
RAS-L A-103 PUMP HOUSE ROOF PLAN - PUMPEHUS TAKPLAN
e7pp9cal Strikethrough RAS-L A-601 PUMP HOUSE ROOM, DOOR, LOUVER SCHEDULES AND DETAILS - PUMPEHUS SKJEMA OG DETALJER
RAS-L A-701 PUMP HOUSE SIGNAGE PLAN - PUMPEHUS SKILTPLAN
RAS-L FA100 PUMP HOUSE FIRE ALARM PLAN - PUMPEHUS ORIENTERINGSPLAN BRANNMELDER
RAS-L FX100 PUMP HOUSE FIRE PUMP PLAN - PUMPEHUS BRANNTEKNISK PLAN
RAS-L FX101 PUMP HOUSE FIRE SUPPRESSION PLAN - PUMPEHUS BRANNSLUKKINGSPLAN
RAS-L PP101 PUMP HOUSE SANITARY PLAN - PUMPEHUS SANITÆRPLAN
RAS-L PP102 PUMP HOUSE DOMESTIC PIPING PLAN - PUMPEHUS RØRPLAN
RAS-L P-901 PUMP HOUSE PLUMBING RISER DIAGRAMS - PUMPEHUS OPPLEGGSSKJEMA
RAS-L RP101 PUMP HOUSE RECIRCULATION PUMPS PLAN - PUMPEHUS PUMPEPLAN VANNGJENVINNING
RAS-L MH101 PUMP HOUSE MECHANICAL DUCTWORK PLAN - PUMPEHUS VENTILASJONSPLAN
RAS-L EL100 PUMP HOUSE LIGHTING PLAN - PUMPEHUS BELYSNINGSPLAN
RAS-L EP100 PUMP HOUSE POWER PLAN - PUMPEHUS STRØMSTYRINGSPLAN
RAS-L EY100 PUMP HOUSE ELECTRONIC SECURITY PLAN - PUMPEHUS ELEKTRONISK SIKKERHET PLAN RAS-L EG100 PUMP HOUSE ELECTRICAL GROUNDING PLAN - PUMPEHUS ELEKTRO JORDING GULVSPLAN
RAS-L E-601 PUMP HOUSE ELECTRICAL SCHEDULES - PUMPEHUS ELEKTROSKJEMAER
RAS-L E-901 PUMP HOUSE POWER RISER DIAGRAM - PUMPEHUS STIGELEDNINGSSKJEMA
RAS-L T-100 PUMP HOUSE TELECOM PLAN - PUMPEHUS TELEKOMMUNIKASJONSPLAN
A
B
2 4
6000 6000 9150
21150 ø 15000
CF-1L CF-1L
CF-1LCF-1LCF-1L
CF-1L
WF-1
W
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RING BEAM
CF-1L
WT
EQ
EQ
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NOTE 2
NOTE 3
WF-1
WF-1 WF-1
US Army Corps of Engineers ®
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0 5000 mm
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SCALE
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PUMP HOUSE FOUNDATION PLAND4
PLAN
NORTH
FOUNDATION SCHEDULE
TYPE DEPTH
WIDTH
(MIN ... MAX)
LENGTH
(MIN ... MAX)
TOP ELEVATION
(MIN ... MAX) REINFORCEMENT REMARKS
150 SOG 150 13120 13120 0 Ø10 @ 300 EW MID DEPTH OF SLAB
200 SOG 200 12618 7806 0 Ø10 @ 250 EW MID DEPTH OF SLAB
CF-1L 900 2500 2500 -610 ... 0 (9) Ø25 EW, T&B
ENCASE CONC. 610 563 ... 800 563 ... 634 0 N/A
RING BEAM 1130 15000 15000 0 (4) Ø25, T&B FOUNDATION OF WATER TANK
WF-1 600 600 7830 ... 12930 -610 ... 0 (3) Ø16 CONT. B; Ø16 @ 1200
GRAPHIC SCALES -
SKALA
SEAL - SEGL
SHEET NOTES - HENVISNINGER
1. REFER TO FOUNDATION GENERAL NOTE ON S-001 IN
PACKAGE RAS-GEN FOR DESIGN BEARING CAPACITY; AND
SUBGRADE PREPARATION REQUIREMENT.
2. STATION 209+20.48; OFFSET 4.421 M TRUE NORTHWARD.
3. STATION 209+08.66; OFFSET 3.367 M TRUE SOUTHWARD.
4. DATUM ELEVATION 0 = 49.7 M IN SURVEY ELEVATION,
COORDINATE WITH RAS-SITE CG001.
5. CENTER OF A FOOTING IS TYPICALLY THE CENTER OF A
COLUMN WHICH IS AT THE INTERSECTION OF TWO GRID
LINES, UNO.
6. REFER TO SB102 FOR COLUMN SIZE, WORK POINT
ELEVATIONS AND BASE PLATE ASSIGNMENT. FOR ANCHOR
ROD PLACEMENT IN FOOTING, REFER TO S-302 FOR BASE
PLATE SCHEDULE.
7. WALL FOOTING IS CENTERED TO CENTER OF CONCRETE
WALL.
8. CONCRETE SLAB UNDER BOTTOM OF WATER TANK IS
OPTIONAL PER TANK BUILDER'S REQUIREMENT.
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200 SOG
60006000
12000
WT
150 SOG
A1 S-302
STEEL COLUMN SCHEDULE
TOF TOF
-610 -610
BOS BOS
4800 4800
Column Locations
A-1, A-2, A-3, B-1, B-2, B-3
WT(1067)-1,
WT(-1033)-1
H
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-6
BP-1
U
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BP-7
US Army Corps of Engineers ®
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PUMP HOUSE FLOOR SLAB PLAND3
PLAN
NORTH
GRAPHIC SCALES -
SKALA
SEAL - SEGL
SHEET NOTES - HENVISNINGER
1. FOR FLOOR SLAB THICKNESS, ELEVATION AND REINFORCING
REQUIREMNT, REFER TO FOUNDATION SCHEDULE ON SB101.
2. REFER TO SLAB-ON-GRADE GENERAL NOTE ON SHEET RAS-
GEN S-002 FOR SUBGRADE PREPARATION AND ONTHER
CONSTRUCTION REQUIREMENT.
3. SLAB EDGES SHOWN ARE CONCEPTUAL, NOT DIMENSIONED.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS
TO LOCATE THE EXTERIOR FACES OF THE BUILDING THEN
DETERMINE THE SLAB EDGE IN COORDINATION WITH PRECISE
POSITION OF THE ROLL UP DOORS AND OTHER DOORS; AS
WELL AS THE ACTUAL THICKNESS OF THE INSULATED
PRECAST PANEL.
4. REFER TO SHEET RAS-GEN S-003 FOR DETAILS OF COLUMN
ISOLATION JOINTING, TREATMENT OF TRENCH (IF ANY), AND
SLAB RE-ENTRANT CORNER TREATMENT.
5. COORDINATE WITH ALL DISCIPLINES FOR EMBEDS AND
SLEEVES IN AND UNDER SLAB BEFORE CONCRETE POUR.
6. PREFABRICATED WATER TANK IS TO BE DESIGNED BY THE
FABRICATOR OF THE TANK. THEY ARE CONSTRUCTED BY
STEEL, WITH A CENTER COLUMN SUPPORTING THE TOP
ENCLOSURE. THE TANKS ARE ROUND AND FIT ONTO THE RING
BEAMS SHOWN ON SB101. REFER TO UTILITY PLANS AND
RELATED SPEC SECTION FOR DETAILS OF TANK
REQUIREMENT.
7. ALL COLUMN TOP ELEVATIONS SHOWN ON COLUMN
SCHEDULE MAY NOT BE PRECISE, ADJUSTMENT MAY BE
NEEDED WHEN COORDINATION WITH ROOF FRAMING SHOP
DRAWING.
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NOTES:
1. SEE BASE PLATE ASSIGNMENT IN COLUMN SCHEDULES.
2. SEE STRUCTURAL STEEL NOTES ON RAS-GEN S-002 FOR ANCHOR AND BASE PLATE HOLE SIZE REQUIREMENT.
3. PER COMMON LOCAL PRACTICE, CONTRACTOR HAS THE OPTION TO MAKE THE FOLLOWING REVISION: A BASE PLATE WITH WELDED REBAR ON UNDERSIDE MAY BE CAST INTO THE CONCRETE FOOTING, AND THE STEEL COLUMN IS FIELD WELD ONTO THE BASE PLATE SURFACE. THE REVISED BASE PLATE MUST MEET THE FOLLOWING REQUIREMENT:
a. BASE PLATE SIZE AND ANCHOR ROD (REBAR) LOCATION IS UNCHANGED FROM THE SCHEDULE.
b. REBAR DIAMETER IS EQUIVALENT OR GREATER THAN DIAMETER OF ANCHOR ROD SHOWN HEREIN
c. REBAR'S MATERIAL PROPERTY MUST BE WELDABLE.
d. EACH REBAR HAS A 90 DEGREE STANDARD HOOK, AND IS EMBEDDED IN CONCRETE FOR A MINIMUM OF "E" SHOWN IN
SCHEDULE.
e. PRIOR TO FIELD WELDING OF COLUMN BASE, THE EMBEDDED BASE PLATE MUST BE INSPECTED, CLEANED, FREE OF
RUST AND OIL. APPLY SHIM PLATES AS NEEDED TO ENSURE COLUMN PLUMBNESS.
DO NOT
WELD
TOES OR
RADIUS
BP-7
W a
L
T
40 MIN
NON-SHRINK GROUT
CONC FTG
DO NOT
WELD
TOES OR
RADIUS
TYPICAL BASE PLATE
TYP
WASHER PL 12X75X75
W a a
L
BASE PLATE ELEVATION VIEW
M
IN
E
POST INSTALLED
EXP ANCHOR
TYPE
BP-1
BASE PLATE AND ANCHOR SCHEDULE
L (mm) W (mm) T (mm) # of AB
D (mm) E (mm) a (mm) REMARKS
405 460 25 Ø27 255 50
BP-7 2280 280 20 Ø20 200 40 EXPANSION ANCHORS FOR
HEA WIND COLUMNS
FF
200 MIN
12 MM FIBER EXPANSION
JOINT BOARD
ANCHOR ROD 32 MM DIA
TOTAL (18) EVENLY SPACED
AROUND TANK WALL.
PREFABRICATED STEEL
WATER TANK
Ø12 @ 150
4 Ø25 T&B.
+ 2 Ø25 MID DEPTH
BASE SLAB OPTIONAL
AA
TYP PL 32 MM THICK
A - A
US Army Corps of Engineers ®
SHEET ID
U S
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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S-301
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0, FI
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SI
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GRAPHIC SCALES -
SKALA
SEAL - SEGL
0 1000 mm
1:20
SCALE
1 : 20
WATER TANK RING BEAM DETAILF2
O C
TO
BE
R
0, FI
N
AL
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IG
N S
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BM
IS
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COL
SOG
CONC WALL PANEL
SEE FTG SCHED
-610
TYP EXT FTG
PAVEMENT, SEE CIVIL DWG
TYP EXT FTG
BEAM END
AT END COL
COLUMN
(4) BOLTS CONNECTING
CAP PL TO BEAM FLANGE
ROOF BEAM OVER COLUMN
COL CAP PL 10X200X420
BOS
STEEL ROOF DECK
VFHUP 200X8
F6 S-302
CONC PANEL
L100X8, 250 LG
VFHUP 200X8
COLUMN FLANGE
OR WEB
ROOF DECK
SECONDARY BEAM
MAIN BEAM
A
A
(2)L90X8 OR BENT PL AT
EACH BEAM END
MAIN BEAM
SECONDARY BEAM. COPE
FLANGES WHEN NEEDED
A - A
SECONDARY BEAM
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
EU
R O
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D
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N N
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
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F
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S-302
RAS-L
PU
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F
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N D
AT
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N D
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PU
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AS
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N
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0, W
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-0
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V/
EM
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S
ST
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AG
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TO
BE
R
0, FI
N
AL
S
U
BM
IS
SI
O N
0 500 mm
1:10
SCALE1 : 20
SECTIONA1
0 1000 mm
1:20
SCALE
1 : 10
BEAM OVER COLUMN CONNECTIONJ11
1 : 20
TYPICAL WALL FRAMINGH1
1 : 10
WALL FRAMING CONNECTIONF6
1 : 10
WIND BEAM SUPPORT AT COLUMNL6
1 : 20
BEAM TO BEAM CONNECTIONA11
GRAPHIC SCALES -
SKALA
SEAL - SEGL
APPLIES TO THIS SHEET ONLY
KEYNOTES
MARK DESCRIPTION
1 CFS STUDS S154014 AT 600 SP, SET IN BOTTOM TRACK THAT
SITS ON BACK OF STEEL CHANNEL; BRACED AT TOP TO TRUSS
TOP CHORD.
2 PROVIDE (2) SD SCREWS AT EACH CONNECTION POINT. CFS
EXTENSION CHANNEL SHALL HAVE VERTICAL SLOTTED HOLES
FOR SD SCREWS.
3 EMBEDDED L80X7, 200 LG W/ (2) WHS Ø12, 260 LG, 150 OC, MAX
SPACING BETWEEN ANGLES IS 1200 MM.
4 L80X7 CONNECT CONCRETE PANEL TO BRACING BEAM.
5 VFHUP200X8, SEE DETAIL ON THIS SHEET FOR CONNECTION TO
COLUMNS.
O C
TO
BE
R
0, FI
N
AL
D
ES
IG
N S
U
BM
IS
SI
A-201
H8
A-201
H1
A-201
A8
A-201
A1
A
B
1 3 465 6000 6000 465
H4
A-301
A4
A-301
PUMP HOUSE
A5
A-501
TYP
TYP
A1
A-501
12930
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
EU
R O
PE
D
IS
TR
IC
T
D R
A W
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D
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IG
N
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B
Y:
SU
BM
IT
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D B
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SI
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C H
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D B
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AN
SI
D
IS
SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
D
AT
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AR
K
D
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C R
IP
TI
O N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
G
F
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D
C
B
A
NOT FOR
CONSTRUCTIO
N
A-101
RAS-L
PU
M
P H
O U
SE
F
LO
O
R P
LA
N
PU
M
PE
H U
S
PL
AN
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R
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TA
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N , N
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W
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W
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R . M
AS
LY
N
J.
D
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AK
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R
0, W
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-D
-0
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AG
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TO
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R
0, FI
N
AL
D
ES
IG
N S
U
BM
IS
SI
O N
0 2500 mm
1:50
SCALE
1 : 50B5 PUMP HOUSE FLOOR PLAN
SHEET NOTES - HENVISNINGER
GRAPHIC SCALES -
SKALA
SEAL - SEGL
APPLIES TO THIS SHEET ONLY
KEYNOTES
MARK DESCRIPTION
1 DOWNSPOUT. REFER TO (RAS-SITE) CIVIL FOR COLLECTION
AND DRAINAGE
2 1500MM WIDE SIDEWALK. REF CIVIL
3 FCO. REF PLBG
4 ROOF ACCESS FIXED LADDER
5 FLOOR DRAIN. REF PLBG
6 FIRE PUMP. REF FIRE PROTECTION
7 FIRE PUMP CONTROLLER. REF FIRE PROTECTION
8 EQUIPMENT. REF ELEC
9 RECIRCULATION PUMP. REF RP101
10 JOCKEY PUMP CONTROLLER. REF FIRE PROTECTION
11 PUMP TEST HEADER. REF FIRE PROTECTION
PLAN
NORTH
1. REFER TO A-001, RAS-GEN SHEETS FOR ARCHITECTURAL
GENERAL NOTES AND SYMBOLS LEGEND.
2. REFER TO G-004, RAS-GEN SHEETS FOR GENERAL
ABBREVIATIONS AND SYMBOLS/ MATERIAL LEGENDS.
3. REFER TO RAS-GEN SHEETS FOR STANDARD DETAILS AE
SHEETS.
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
FINSH FLOOR
TOP OF PARAPET
13 2
4 2
TYP
BOS
FINSH FLOOR
TOP OF PARAPET
AB
L1
TYP 6
BOS
FINSH FLOOR
TOP OF PARAPET
A B
L1
TYP
BOS
FINSH FLOOR
TOP OF PARAPET
1 32
TYP
TYP9
BOS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
EU
R O
PE
D
IS
TR
IC
T
D R
A W
N B
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D
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IG
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B
Y:
SU
BM
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D B
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SI
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C H
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D B
Y:
AN
SI
D
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SU
E D
AT
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C O
N
TR
AC
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N O
SO
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C
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AT
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N N
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D
AT
E M
AR
K
D
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C R
IP
TI
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
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F
E
D
C
B
A
NOT FOR
CONSTRUCTIO
N
A-201
RAS-L
PU
M
P H
O U
SE
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XT
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IO
R
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LE
VA
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AN
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TO
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0, FI
N
AL
D
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IG
N S
U
BM
IS
SI
O N
0 2500 mm
1:50
SCALE
SHEET NOTES - HENVISNINGER
GRAPHIC SCALES -
SKALA
1 : 50A-101
PUMP HOUSE NORTH ELEVATIONH8
1 : 50A-101
PUMP HOUSE WEST ELEVATIONH1
APPLIES TO THIS SHEET ONLY
KEYNOTES
MARK DESCRIPTION
1 SCUPPER AND DOWNSPOUT. REFER TO (RAS-SITE) CIVIL FOR
COLLECTION AND DRAINAGE
2 INSULATED PRECAST ARCH PANEL
3 INSULATED METAL WALL PANEL
4 PRECAST CONTROL JOINT
5 METAL COPING
6 STEEL DOOR AND FRAME
7 LIGHTING FIXTURE. REF ELEC
8 EQUIPMENT. REF ELEC
9 PUMP TEST HEADER. REF FIRE PROTECTION
10 GUARDRAIL
SEAL - SEGL
1 : 50A-101
PUMP HOUSE EAST ELEVATIONA1
1 : 50A-101
PUMP HOUSE SOUTH ELEVATIONA8
1. REFER TO A-001, RAS-GEN SHEETS FOR ARCHITECTURAL
GENERAL NOTES AND SYMBOLS LEGEND.
2. REFER TO G-004, RAS-GEN SHEETS FOR GENERAL
ABBREVIATIONS AND SYMBOLS/ MATERIAL LEGENDS.
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
TOP OF FOOTING
-610
TOP OF PARAPET
A B
BOS
FINSH FLOOR
TOP OF FOOTING
-610
TOP OF PARAPET
13 2
TYP
BOS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
EU
R O
PE
D
IS
TR
IC
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D R
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D
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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C O
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N O
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AT
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N N
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AT
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AR
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D
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C R
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
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F
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D
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B
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NOT FOR
CONSTRUCTIO
N
A-301
RAS-L
PU
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B
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D
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S -P
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AG
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TO
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R
0, FI
N
AL
D
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IG
N S
U
BM
IS
SI
O N
0 2500 mm
1:50
SCALE
SHEET NOTES - HENVISNINGER
GRAPHIC SCALES -
SKALA
SEAL - SEGL
APPLIES TO THIS SHEET ONLY
KEYNOTES
MARK DESCRIPTION
1 ROOF HATCH
2 STEEL DOOR AND FRAME
3 LIGHTING FIXTURE. REF ELEC
4 STEEL FRAMING. REF STRL
5 EPDM ROOF SYSTEM (R-30 MIN)
6 FLOOR SLAB. REF STRL
7 FOOTING. REF STRL
8 FIRE PUMP CONTROLLER. REFER MECH
9 UNIT HEATER. REF MECH
10 FIXED LADDER
11 GUARDRAIL
12 VTR. REF PLBG. REF DETAIL A12/AE503
1 : 50A-101
PUMP HOUSE BUILDING SECTIONH4
1 : 50A-101
PUMP HOUSE BUILDING SECTIONA4
1. REFER TO A-001, RAS-GEN SHEETS FOR ARCHITECTURAL
GENERAL NOTES AND SYMBOLS LEGEND.
2. REFER TO G-004, RAS-GEN SHEETS FOR GENERAL
ABBREVIATIONS AND SYMBOLS/ MATERIAL LEGENDS.
3. REFER TO RAS-GEN SHEETS FOR STANDARD DETAILS AE
SHEETS.
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
TOP OF FOOTING
-610
TOP OF PARAPET
B G11
A-501
175 (MIN.)
M
AX
TY
P
BOS
A
A11 A-501
TYP.
TOP OF PARAPET
A
18 19
BOS
400 MAX.
EQ.EQ.
750 (MIN.)
BOS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
EU
R O
PE
D
IS
TR
IC
T
D R
A W
N B
Y:
D
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IG
N
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B
Y:
SU
BM
IT
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
D
AT
E M
AR
K
D
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C R
IP
TI
O N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
P
N
M
L
K
J
H
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F
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D
C
B
A
NOT FOR
CONSTRUCTIO
N
A-501
RAS-L
PU
M
P H
O U
SE
W
AL
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SE
C
TI
O
N S
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M
PE
H U
S
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SN
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AI
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TA
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N , N
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W
AY
W
SP
BE
N
D
IX
R D
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K.
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M . D
EP
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U A
R . M
AS
LY
N
J.
D
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AK
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TO
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R
0, W
2G B-
-D
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C O
N
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AO
S D
AB
S-
FE
V/
EM
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S
ST
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AG
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O C
TO
BE
R
0, FI
N
AL
D
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IG
N S
U
BM
IS
SI
O N
GRAPHIC SCALES -
SKALA
0 1000 mm
1:20
SCALE
SEAL - SEGL
SHEET NOTES - HENVISNINGER
APPLIES TO THIS SHEET ONLY
KEYNOTES
MARK DESCRIPTION
1 CONCRETE FOOTING. REF STRL
2 CONC SLAB. REF STRL
3 CONTINUOUS SEALANT
4 150MM THICK UNDERSLAB INSULATION (R-20 MIN)
5 SEALANT AND BACKER ROD
6 INSULATED PRECAST ARCH PANEL
7 100MM THICK INSULATED METAL WALL PANEL (R-26 MIN)
8 LOAD BEARING METAL STUDS. REF STRL
9 38MM DEEP FURRING CHANNEL
10 STEEL BEAM. REF STRL
11 POUROUS FILL GRAVEL BED. REF STRL
12 LOW BEARING METAL STUD. REF STRL
13 STUD BRACING. REF STRL
14 METAL COPING
15 70MM (MIN) INSULATION
16 POLYETHYLENE SLIP SHEET
17 INSULATED METAL WALL PANEL FLASHING SYSTEM
18 VAPOR BARRIER
19 ROOF INSULATION SYSTEM (R-30 MIN)
20 EPDM ROOF SYSTEM
21 METAL DECK
22 STEEL FRAMING. REF STRL
23 GALVANIZED PAINTED LADDER. PROVIDE FALL ARREST
SYSTEM'S GUIDE RAIL.
24 INSULATED PREFABRICATED CURB SYSTEM
25 200MM X 75MM X 10MM STELL ANGLE W/ THREE 10MM ANCHOR
BOLTS
26 LINE OF ROOF SLOPE BEYOND
27 SEALANT
28 WELDED SEAM BASE FLASHING SYSTEM
29 SEAM PLATES AND FASTENERS
30 REMOVABLE SHEET METAL COUNTER FLASHING
31 ADHERED FLASHING
32 SEALING MATERIAL MEMBRANE
33 90MM X 750MM INSULATED ACCESS HATCH
34 PRESSURE TREATED NAILER
35 150MM METAL STUD
36 10MM THICK BENT PLATE
37 DOWNSPOUT
38 150MM WIDE X 100MM HIGH EMERGENCY OPENING
39 METAL STUD SUPPORT
40 50MM X 200MM WOOD BLOCKING
41 13MM THK GYPSUM SHEATHING
42 EPDM MEMBRANE ON BONDING ADHESIVE UP TO UNDERSIDE
OF COPING
43 BASE FLASHING SYSTEM
44 PARAPET COPING BY WALL METAL PANEL MANUFACTURER
45 GUARDRAIL
46 RADON BARRIER MEMBRANE
47 SELF- ADHERING AIR BARRIER (WATERPROOFING MEMBRANE)
48 ROOF UNDERLAYMENT (CONDENSATION MAT)
1 : 20A-101
WALL SECTION - VEGGSNITTA5
1 : 20A-101
WALL SECTION - VEGGSNITTA1
1 : 10A-501
THRU-WALL SCUPPER DETAIL -
DETALJ AVLØP GJENNOM VEGGA11
1 : 10A-501
ACCESS HATCH DETAIL -
DETALJ TAKLUKE (STIGE)G11
0 500 mm
1:10
SCALE
1. REFER TO A-001, RAS-GEN SHEETS FOR ARCHITECTURAL
GENERAL NOTES AND SYMBOLS LEGEND.
2. REFER TO G-004, RAS-GEN SHEETS FOR GENERAL
ABBREVIATIONS AND SYMBOLS/ MATERIAL LEGENDS.
NOT FOR
CONSTRUCTIO
N
NOT FOR
CONSTRUCTIO
| G-001 - COVER SHEET -FORSIDE |
| G-002 - INDEX OF DRAWINGS -TEGNINGSLISTE |
| GI000 - PUMP HOUSE LIFE SAFETY CODE SUMMARY -PUMPEHUS BRANNKONSEPT |
| GI100 - PUMP HOUSE LIFE SAFETY PLAN -PUMPEHUS RØMNINGSPLAN |
| SB101 - PUMP HOUSE FOUNDATION PLAN -PUMPEHUS FUNDAMENTERINGSPLAN |
| SB102 - PUMP HOUSE FLOOR SLAB PLAN -PUMPEHUS GULV PÅ GRUNN PLAN |
| SF101 - PUMP HOUSE ROOF FRAMING PLAN -PUMPEHUS TAKSTOLPLAN |
| S-301 - PUMP HOUSE SECTIONS AND DETAILS -PUMPEHUS SNITT OG DETALJER |
| S-302 - PUMP HOUSE FOUNDATION DETAILS -PUMPEHUS FUNDAMENTERINGS DETALJER |
| A-010 - PUMP HOUSE AIR BARRIER FLOOR PLAN AND SECTIONS -PUMPEHUS LUFTTETTING PLAN OG SNITT |
| A-101 - PUMP HOUSE FLOOR PLAN -PUMPEHUS PLANER |
| A-102 - PUMP HOUSE REFLECTED CEILING PLAN -PUMPEHUS HIMLINGSPLAN |
| A-103 - PUMP HOUSE ROOF PLAN -PUMPEHUS TAKPLAN |
| A-201 - PUMP HOUSE EXTERIOR ELEVATIONS AND BUILDING SECTIONS -PUMPEHUS FASADER OG BYGNINGSSNITT |
| A-301 - PUMP HOUSE BUILDING SECTIONS -PUMPEHUS BYGNINGSSNITT |
| A-501 - PUMP HOUSE WALL SECTIONS -PUMPEHUS VEGGSNITT |
| A-601 - PUMP HOUSE ROOM, DOOR, LOUVER SCHEDULES AND DETAILS -PUMPEHUS SKJEMA OG DETALJER |
| A-701 - PUMP HOUSE SIGNAGE PLAN -PUMPEHUS SKILTPLAN |
| FA100 - PUMP HOUSE FIRE ALARM PLAN -PUMPEHUS ORIENTERINGSPLAN BRANNMELDER |
| FX100 - PUMP HOUSE FIRE PUMP PLAN -PUMPEHUS BRANNTEKNISK PLAN |
| FX101 - PUMP HOUSE FIRE SUPPRESSION PLAN -PUMPEHUS BRANNSLUKKINGSPLAN |
| PP101 - PUMP HOUSE SANITARY PLAN -PUMPEHUS SANITÆRPLAN |
| PP102 - PUMP HOUSE DOMESTIC PIPING PLAN -PUMPEHUS RØRPLAN |
| P-901 - PUMP HOUSE PLUMBING RISER DIAGRAMS -PUMPEHUS OPPLEGGSSKJEMA |
| RP101 - PUMP HOUSE RECIRCULATION PUMPS PLAN -PUMPEHUS PUMPEPLAN VANNGJENVINNING |
| MH101 - PUMP HOUSE MECHANICAL DUCTWORK PLAN -PUMPEHUS VENTILASJONSPLAN |
| EL100 - PUMP HOUSE LIGHTING PLAN -PUMPEHUS BELYSNINGSPLAN |
| EP100 - PUMP HOUSE POWER PLAN -PUMPEHUS STRØMSTYRINGSPLAN |
| EY100 - PUMP HOUSE ELECTRONIC SECURITY PLAN -PUMPEHUS ELEKTRONISK SIKKERHET PLAN |
| EG100 - PUMP HOUSE ELECTRICAL GROUNDING PLAN -PUMPEHUS ELEKTRO JORDING GULVSPLAN |
| E-601 - PUMP HOUSE ELECTRICAL SCHEDULES -PUMPEHUS ELEKTROSKJEMAER |
| E-901 - PUMP HOUSE POWER RISER DIAGRAM -PUMPEHUS STIGELEDNINGSSKJEMA |
| T-100 - PUMP HOUSE TELECOM PLAN -PUMPEHUS TELEKOMMUNIKASJONSPLAN |
File details come from the government source that posted it. Updated .