VOL 12 OF 14_FACILITY N_DRAWINGS_CDC_JUL 2026.pdf
PDF 2 MB Posted
- Attached to
- Apache Alert Mission Complex
- Solicitation number
- W912ER26RA016
About this file
This document is a detailed set of construction drawings and specifications for the Kuwait Apache Alert Facilities Wash Rack Sunshade (Facility N) project, issued by the U.S. Army Corps of Engineers Middle East District.
The project, designated KU-509974-2, is located at Ali Al Salem Air Base in Kuwait and is for the Kuwait Ministry of Defense/Kuwait Air Force. The solicitation number is W912ER26RA016 with an issue date of July 2026. The facility consists of a 54,000mm long by 30,000mm wide open-sided sunshade structure with a sloped roof (5.71% slope), designed to provide shade coverage over an existing concrete wash pad. The structure features steel framing supplied by a Metal Building System (MBS) manufacturer, concrete foundation elements including column footings (CF1 series, 3,000mm x 3,000mm x 500mm thick with 14 D19 reinforcing bars longitudinally and transversely), concrete columns (CC1 series, 800mm x 800mm with 12 D19 longitudinal bars and D13 ties at 200mm spacing), and grade beams (CB1 series, 650mm x 650mm with D13 stirrups at 200mm spacing). Design loads include roof dead load of self-weight plus 3.0 kPa, roof live load of 1.0 kPa minimum, and wind loads based on a basic wind speed of 161 km/h (100 mph) with component and cladding design pressures ranging from -4.27 kPa to 1.46 kPa depending on zone and effective wind area. Seismic design parameters include a Site Class C with design spectral response accelerations (SDS = 0.355g, SD1 = 0.110g) and a seismic design category of C. Electrical systems include lightning protection in accordance with NFPA 780 with copper-clad steel ground rods, 70mm² copper down conductors, and air terminals spaced at maximum 7.6-meter intervals around the roof perimeter. The contractor is responsible for verifying soil bearing capacity and foundation adequacy against Metal Building System column reactions, and for ensuring the structure is centered over the existing concrete pad.
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
US Army Corps of Engineers®
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VOLUME - FACILITY
VOLUME OF 14
FACILITY A - ALERT SHELTER
FACILITY C - LOGISTICS READINESS CENTER
FACILITY D - MAINTENANCE SUPPLY WAREHOUSE
FACILITY F - GUARD HOUSE
FACILITY H - PILOT READINESS FACILITY
FACILITY J - POL SHED
FACILITY K - SUBSTATION
FACILITY M - STORAGE SHADE
FACILITY N - WASH RACK SUNSHADE
FACILITY O - FIRE WATER PUMP HOUSE
GENERAL NOTES AND SITE DESIGN
INDEX OF VOLUMES
VOLUME
NUMBER
VOLUME TITLE
FACILITY G1 - SUNSHADES - SINGLE
FACILITY E - ALERT MAGAZINE
FACILITY STD - STANDARD DETAILS14
MIDDLE EAST DISTRICT
X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\N - WASH RACK SUNSHADE\KU-509974-2N-DM-G-WRSU_RVT25.rvt
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ALI AL SALEM AB, KUWAIT
KMOD – KUWAIT AIR FORCE
W912ER26RA016
JULY 2026
KU-509974-2
KUWAIT APACHE ALERT FACILITES
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N - WASH RACK SUNSHADE12
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INDEX OF DRAWINGS
KU-509974-2 - FACILITY N - WASH RACK SUNSHADE
SHEET
ID
FILE NAME REV. NO.
AM/COP
NO.
SHEET TITLE
GENERAL
GI001 KU-509974-2N-GI001 FACILITY COVER SHEET
GI011 KU-509974-2N-GI011 INDEX OF DRAWINGS
STRUCTURAL
S-001 KU-509974-2-S-001 GENERAL NOTES
SB101 KU-509974-2-SB101 FOUNDATION PLAN
SF102 KU-509974-2-SF102 FRAMING PLAN - ROOF
SF301 KU-509974-2-SF301 BUILDING SECTIONS
SF601 KU-509974-2-SF601 STRUCTURAL SCHEDULES
ELECTRICAL
EG101 KU-509974-2-EG101 LIGHTNING PROTECTION AND GROUNDING PLAN
C&C ROOF WIND PRESSURE (KPa)
EFFECTIVE
WIND AREA
(M²)
ZONE
BASIC WIND SPEED=161 Km/hr (100 mph)
CN ROOF PRESSURE
≤36 3+ve 1.46 1.31 KPa
>36 & ≤144 3+ve 1.1 1.00 KPa
>144 3+ve 0.73 0.66 KPa
≤36 3-ve -4.74 -4.27 KPa
>36 & ≤144 3-ve -2.41 -2.17 KPa
>144 3-ve -1.58 -1.42 KPa
≤36 2+ve 0.5 0.45 KPa
>36 & ≤144 2+ve 0.5 0.45 KPa
>144 2+ve 0.27 0.24 KPa
≤36 2-ve -2.41 -2.17 KPa
>36 & ≤144 2-ve -2.41 -2.17 KPa
>144 2-ve -1.58 -1.42 KPa
≤36 1+ve 0.73 0.66 KPa
>36 & ≤144 1+ve 0.73 0.66 KPa
>144 1+ve 0.73 0.66 KPa
≤36 1-ve -1.58 -1.42 KPa
>36 & ≤144 1-ve -1.58 -1.42 KPa
>144 1-ve -1.58 -1.42 KPa a a a a
PLAN
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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GENERAL NOTES
1. REFERENCE STANDARDS:
UFC 1-200-01 DOD BUILDING CODE WITH CHANGE 3, 26 FEBRUARY 2024
UFC 3-301-01 STRUCTURAL ENGINEERING, CHANGE 1, 2 OCTOBER 2023
UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS, 1 MARCH 2005
IBC 2021 INTERNATIONAL BUILDING CODE, 2018
ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES
AISC-15TH AMERICAN INSTITUTE OF STEEL CONSTRUCTION - 15TH EDITION
AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS
ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014
TMS 402/602-16 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES
AWS D1.1 STRUCTURAL WELDING CODE - STEEL, 2015
AWS D1.8 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT, 2016
2. DESIGN LOAD CRITERIA:
RISK CATEGORY : II
ROOF DEAD LOAD: SELF WIEGHT + 3.0kPa ROOF LIVE LOAD: 1.0 kPa MINIMUM SLAB ON GRADE (TYPICAL, UNO) : 4.8 kPa
SNOW LOAD: N/A
SEISMIC LOAD:
SITE CLASS: C
IMPORTANT FACTOR, Ie: 1.0
SPECTRAL RESPONSE ACCELERATIONS:
SHORT PERIOD, Ss: 0.410g ONE SECOND PERIOD, S1: 0.110g
DESIGN SPECTRAL RESPONSE ACCELERATIONS:
SHORT PERIOD, SDS: 0.355g ONE SECOND PERIOD, SD1: 0.110g
SEISMIC DESIGN CATEGORY: C
SEISMIC ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL FORCE RESISTING SYSTEM : STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR
SEISMIC RESISTANCE - BRACED FRAMES AND
MOMENT FRAMES
RESPONSE MODIFICATION FACTOR, R: 3.0
SYSTEM OVERSTRENGTH FACTOR: 3.0
DEFLECTION AMPLIFICATION FACTOR, Cd: 3.0 SEISMIC RESPONSE COEFFICIENT, Cs: 0.118
DESIGN BASESHEAR, V: 0.118W (W = SEISMIC WEIGHT)
WIND LOAD:
BASIC WIND SPEED, V: 161 KPH
EXPOSURE CATEGORY: C
IMPORTANT FACTOR, Iw: 1.00 INTERNAL PRESSURE COEFFICIENT, GCpi: 0 TOPOGRAPHIC FACTOR, Kzt: 1.0 DIRECTIONALITY FACTOR, Kd: 0.85
FOUNDATION DESIGN CRITERIA:
SEE SS001 FOR ADDITIONAL INFORMATION.
A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOIL PARAMETERS:
1. NET ALLOWABLE SOIL BEARING PRESSURE
A. CONTINUOUS FOOTING 144 KPa B. ISOLATED FOOTING 168 KPa
B. LATERAL EARTH PRESSURE PARAMETERS:
1. SOIL DENSITY (MOIST) 19.6 kN/m3
2. COEFFICIENT OF ACTIVE PRESSURE (Ka) = 0.31
3. COEFFICIENT OF AT-REST PRESSURE (Ko) = 0.47
4. COEFFICIENT OF PASSIVE EARTH PRESSURE (Kp) = 3.25
5. ANGLE OF INTERNAL FRICTION (phi) = 32 DEGREES
6. COEFFICIENT OF FRICTION (µ) = 0.40
7. MODULUS OF SUB-GRADE REACTION (Ks) FOR SOG = 54 MN/m³
NOTES:
1. ALL EXTERIOR ROOFING COMPONENTS, AND ALL OTHER ASSEMBLIES OR OPENINGS WITHIN THE BUILDING ENVELOPE SHALL BE DESIGNED FOR THE C&C DESIGN WIND PRESSURES
AS SHOWN BY ZONE.
2. LOCATION OF ZONES IS PROVIDED PER ASCE7-16, FIG. 30.7-1
3. DISTANCE (a) = 6000mm.
4. THE CONTRACTOR SHALL USE COMPONENT AND CLADDING WIND PRESSURE TO DESIGN ALL ELEMENTS ATTACHED TO THE BUILDING.
DELEGATED NOTES
1. THE DESIGN RESPONSIBILITY FOR THE FOLLOWING ENGINEERED SYSTEMS AND
COMPONENTS IS DELEGATED TO A QUALIFIED SPECIALTY STRUCTURAL ENGINEER
BY THE CONTRACTOR. THESE SYSTEMS AND COMPONENTS INCLUDE, BUT NOT LIMITED TO:
A. METAL BUILDING SYSTEM.
1.1
A
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1 2.1
EXISTING CONCRETE WASH
PAD, CONTRACTOR TO FIELD
VERIFY
50000
CF1
CF1
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CF1
CF1
CF1
CF1
CF1
CF1
CF1
CF1
CC1
CC1
CC1
CC1
CC1
CC1
CC1
CC1
CC1
CC1
CC1
250250
C B
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C B
C
B
C B
C B
C
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C
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CC1CF1
SF301
PLAN NORTH
0 1051 2 3 4
1:100
1. REFER TO GENERAL NOTES SHEET SS-001 AND SS-002 FOR
ADDITIONAL STRUCTURAL NOTES AND FOUNDATION
REQUIREMENTS.
2. TOP OF FOOTING ELEVATION = -1500MM U.O.N, TYP. TOP OF
PIER ELEVATION = 0.00, TYP.
3. TOP OF CONCRETE PIER ELEVATIONS = 000MM (TYP UNO).
ALL ELEVATIONS ARE REFERENCED FROM THIS ELEVATION.
4. REFER TO STANDARD DETAIL - SHEET SS511/DETAIL 3 FOR
MBS FOOTING DETAILS
5. SEE SHEET SF601 FOR FOUNDATION AND PIER SCHEDULES.
6. REFER TO STANDARD DETAILS FOR CONCRETE AND
REINFORCEMENT PROPERTIES AND SCHEDULES.
7. SUNSHADE MUST BE CENTERED OVER EXISITNG CONCRETE
PAD.
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FOUNDATION PLAN
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ASSUMED LATERAL BRACING (TYP).
COORDINATE WITH MBS MFR
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1:100
1. MBS ENGINEER TO DESIGN ROOF INSULATED METAL PANELS
TO SUPPORT ALL LOADS LISTED IN THE GENERAL NOTES.
GROUND LEVEL
A F
EVE ELEVATION
HIGH POINT ELEVATION
10500
B/FOUNDATION
ELEVATION
-1500
ROOF STEEL
FRAMING BY MBS
SUPPLIER, TYP
STEEL COLUMN BY
MBS SUPPLIER,
TYP
EXISTING
CONCRETE PAD,
CONTRACTOR TO
VERIFY IN FIELD, TYP
CONCRETE PIER,
SEE PLANS
CONCRETE
FOUNDATION,
SEE PLANS.
B C D E
6000 6000 6000 6000 6000
GRADE BEAM,
SEE PLANS.
(M
IN
C
L E
A R
A N
C E
STEEL BRACING
BY MBS SUPPLIER,
TYP
5.71% SLOPE
GROUND LEVEL
1.12
EVE ELEVATION
HIGH POINT ELEVATION
10500
B/FOUNDATION
ELEVATION
-1500
ROOF STEEL FRAMING
BY MBS SUPPLIER, TYP
STEEL COLUMN BY
MBS SUPPLIER,
TYP
EXISTING CONCRETE PAD,
CONTRACTOR TO VERIFY IN
FIELD, TYP
CONCRETE PIER,
SEE PLANS
CONCRETE
FOUNDATION, SEE
PLANS, TYP.
54000 12.1
US Army Corps of Engineers®
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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LONGITUDINAL SECTION
1 : 1001
TRANSVERSE SECTION
0 1051 2 3 4
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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NOTES:
1. CONTRACTOR SHALL OBTAIN COLUMN REACTION
INFORMATION FROM METAL BUILDING SYSTEM
MANUFACTURER AND VERIFY THAT THE FOUNDATIONS
SHOWN ARE ADEQUATE TO SUPPORT THOSE REACTIONS.
CONTRACTOR SHALL INCREASE FOUNDATION DIMENSIONS
AND REINFORCING IF NEEDED, SUBJECT TO REVIEW AND
APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE.
2. TABULATED SEISMIC LOADS DO NOT ACCOUNT FOR CODE
REQUIRED REDUNDANCY FACTORS OR VERTICAL SEISMIC
LOADS. FOUNDATIONS ARE DESIGNED BASED ON STRENGTH
DESIGN AND ALLOWABLE STRESS DESIGN LOAD
COMBINATIONS THAT CONSIDER REDUNDACY FACTORS AND
VERTICAL SEISMIC LOADS IN ACCORDANCE WITH ASCE 7-16.
3. REACTIONS SHOWN ARE BASED ON PRELIMINARY DESIGN AND
CONTRACTOR MUST VERIFY WITH THE METAL BUILDING
SYSTEM (MBS) MANUFACTURER THAT THESE ARE ADEQUATE
TO MEET DEMANDS BASED ON THEIR DESIGN, INCLUDING ANY
SUPPLEMENTAL REINFORCING. IF REACTIONS SHOWN ARE
DETERMINED TO BE INADEQUATE, CONTRACTOR MUST
UPDATE DESIGN ACCORDINGLY, SUBJECT TO THE REVIEW
AND APPROVAL OF THE CONTRACTING OFFICER'S
REPRESENTATIVE.
Y
X
Z
COLUMN FOOTING SCHEDULE
MARK
Foundation Thickness
DIMENSIONS REINFORCEMENT
REMARKSLENGTH (L)
WIDTH
(W)
LONGITUDINAL TRANSVERSE
QTY SIZE QTY SIZE
CF1 500 3000 3000 14 D19 14 D19
RECTANGULAR CONCRETE COLUMN SCHEDULE
MARK
DIMENSIONS REINFORCEMENT
REMARKWIDTH LENGTH LONGITUDINAL TIES
CC1 800 800 (12) - D19 D13 AT 200
GRADE BEAM SCHEDULE
MARK
DIMENSIONS REINFORCEMENT
STIRRUPS REMARKWIDTH DEPTH
TOP BOTTOM
QUANTITIES SIZE QUANTITIES SIZE
CB1 650 650 4 D19 4 D19 D13@200 CB1
ASSUMED METAL BUILDING SYSTEM COLUMN BASE REACTIONS
70mm 2 COPPER DOWN CONDUCTOR IN CONCEAL IN 53mm CONDUIT CONNECT DIRECT
BURIED CABLE TO GROUND GRID (TYP 6).
CONNECT DOWN CONDUCTOR AT THE STEEL
COLUMN AT THE UPPER AND LOWER
EXTREMITIES. FOR CONTINATION, SEE
GROUNDING PLAN.
AIR TERMINAL 10MM X 600MM SOLID
COPPER MAXIMUM 7.6 METER INTERVALS
ALONG ROOF PERIMETER (TYP)
COPPER LIGHTNING PROTECTION
CONDUCTOR 70 mm2 (TYP)
F
E
D
C
B
A
21.1
EXOTHERMIC WELD (TYP)
F
E
D
C
B
A
21.1
INSTALL 19mm X 3M COPPER-CLAD
STEEL GROUND ROD (TYP)
70mm2 COPPER DOWN CONDUCTOR ROUTE DOWN
CONDUCTOR ALONG THE STEEL, BOND COLUMN AT THE
UPPER AND LOWER EXTREMITIES (TYP). ROUTE DOWN
CONDUCTOR THROUGH 53mm CONDUIT 2 METERS
ABOVE GROUND. CONTRACTOR TO FIELD COORDINATE
WITH COR EXACT ROUTING OF DOWN CONDUCTOR AND
GROUND ROD LOCATION
US Army Corps of Engineers®
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File Path:
Plot Date:
M
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
PL
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FI
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M
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GRAPHIC SCALEGRAPHIC SCALE & NORTH ARROW
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PR
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GENERAL NOTES
X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\N - WASH RACK SUNSHADE\KU-509974-2N-DM-E-WRSU_RVT25.rvt
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1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
FOR ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATION
SEE SE001 - SE003 (STANDARD VOLUME).
PROVIDE LIGHTNING PROTECTION IN ACCORDANCE WITH
NFPA 780.
FOR LIGHTNING PROTECTION AND GROUNDING DETAILS
SEE SE500 SERIES SHEETS (STANDARD VOLUME) .
THE CONTRACTOR SHALL FURNISH ALL LABOR,
MATERIALS, EQUIPMENT AND SERVICES TO PROVIDE A
COMPLETE LIGHTNING PROTECTION SYSTEM FOR THE
SUNSHADE. THIS SYSTEM WILL COMPLY WITH NFPA 780.
BARE COPPER LIGHTNING PROTECTION MATERIALS
SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING
OR OTHER ALUMINUM SURFACES AND VICE VERSA,
ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL
NOT BE INSTALLED ON COPPER ROOFING OR COPPER
SIDING OR OTHER COPPER SURFACES. INSULATE USING
BIMETALLIC CONNECTORS AND FITTINGS SHALL BE USED
FOR SPLICING OR BONDING DISSIMILAR METALS.
CONNECTION TO GROUND ROD OR GROUND LOOP
CONDUCTOR SHALL BE MADE IN GROUND ROD
INSPECTION PIT.
AIR TERMINALS SHALL BE PLACED AT ALL UNPROTECTED
OUTSIDE CORNERS AND LOCATED INTERMEDIATELY ON
7.6 METER MAXIMUM SPACING AROUND THE ROOF
PERIMETER OR RIDGE AND WITHIN 600 mm OF OUTSIDE
EDGE.
ALL AREAS WHICH HAVE NOT BEEN PROVIDED WITH
LIGHTNING PROTECTION COMPONENTS ARE PROTECTED
FROM HIGHER ROOFS OR PORTIONS OF STRUCTURES.
THESE AREAS FALL WITHIN A "ZONE-OF-PROTECTION" AS
ESTABLISHED BY THE CURRENT EDITION OF NFPA 780
FOR PROTECTION AGAINST LIGHTNING.
ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE
WITH AN APPLICATION OF COMPATIBLE ADHESIVE
COMPOUND.
THE RESISTANCE BETWEEN EARTH ELECTRODES AND
THE GENERAL MASS OF EARTH SHALL NOT EXCEED TEN
(10) OHMS. INSTALL ADDITIONAL EARTH ELECTRODES IN
PARALLEL, GROUND RODS OR PROVIDE A NON-
CORROSIVE GROUND ENHANCEMENT MATERIAL NOT
DEPENDENT ON MOISTURE (BENTONITE CLAY IS NOT
ACCEPTABLE), IF THESE FIGURES ARE NOT MET.
CONTRACTOR SHALL PROVIDE TESTING TO CONFIRM TEN
(10) OHM OR LESS TO GROUND.
CONTRACTOR SHALL PROVIDE TESTING REPORT TO
CONFIRM TEN (10) OHMS OR LESS TO GROUND.
GROUND RING SHALL BE LOCATED 1500MM NOMINAL
FROM THE OUTSIDE EDGE OF THE BUILDING
FOUNDATION, AT LEAST BELOW THE DRIP LINE FOR THE
FACILITY AND 762 mm BELOW FINISHED GRADE UNLESS
OTHERWISE NOTED.
1 : 2002 LIGHTNING PROTECTION PLAN - ROOF
1 : 2001 GROUNDING PLAN - GROUND FLOOR
0 5 2010
1:200
PLAN NORTH
| KU-509974-2_APACHE ALERT FACILITIES_VOL 12 OF 14_FACILITY N_DRAWINGS_CDC_JUL 2026 |
| GENERAL |
| GI001 - FACILITY COVER SHEET |
| GI011 - INDEX OF DRAWINGS |
| STRUCTURAL |
| S-001 - GENERAL NOTES |
| SB101 - FOUNDATION PLAN |
| SF102 - FRAMING PLAN - ROOF |
| SF301 - BUILDING SECTIONS |
| SF601 - STRUCTURAL SCHEDULES |
| ELECTRICAL |
| EG101 - LIGHTNING PROTECTION AND GROUNDING PLAN |
File details come from the government source that posted it. Updated .