VOL 11 OF 14_FACILITY M_DRAWINGS_CDC_JUL 2026.pdf
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- Attached to
- Apache Alert Mission Complex
- Solicitation number
- W912ER26RA016
About this file
This document is a set of construction design drawings for the Kuwait Apache Alert Facilities Storage Shade (Facility M) project issued by the U.S. Army Corps of Engineers Middle East District for the Kuwait Ministry of Defense/Kuwait Air Force at Ali Al Salem Air Base, Kuwait. The solicitation number is W912ER26RA016, with an issue date of July 2026. Volume 11 of 14 contains structural, electrical, and foundation design plans for a metal building storage shade structure.
The structural design includes a metal building system with a gabled roof spanning approximately 46.1 meters in length by 14.7 meters in depth, with an eave height of 4,750 millimeters and ridge elevation of 5,500 millimeters. The foundation consists of 16 concrete column footings (1,500 x 1,500 millimeters at 400 millimeters depth) and concrete piers (500 x 500 millimeters) supporting steel columns. The design accommodates a 200-millimeter concrete slab-on-grade with D13 reinforcement at 400-millimeter spacing, and includes seismic design Category C with a basic wind speed of 161 kilometers per hour and exposure Category C. The electrical systems include lighting distributed along the structure mounted 610 millimeters below structural members, power distribution with surface-mounted exterior receptacles in IP66-rated enclosures at 900 millimeters above ground, grounding per BS7671 TN-S method with a ground ring located 1,500 millimeters from the building foundation at 762 millimeters below finished grade, and lightning protection compliant with NFPA 780 featuring 10-millimeter by 600-millimeter solid copper air terminals spaced at 7.6-meter maximum intervals around the roof perimeter.
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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\M - STORAGE SHADE\KU-509974-2M-DM-G-STSH_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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INDEX OF DRAWINGS
KU-509974-2 - FACILITY M - STORAGE SHADE
SHEET
ID
FILE NAME REV. NO.
AM/COP
NO.
SHEET TITLE
GENERAL
GI001 KU-509974-2M-GI001 FACILITY COVER SHEET
GI011 KU-509974-2M-GI011 INDEX OF DRAWINGS
STRUCTURAL
S-001 KU-509974-2-S-001 GENERAL NOTES
SB101 KU-509974-2-SB101 FOUNDATION PLAN
SB111 KU-509974-2-SB111 FLOOR PLAN - GROUND FLOOR
SB601 KU-509974-2-SB601 FOUNDATION SCHEDULES
SF101 KU-509974-2-SF101 FRAMING PLAN - ROOF
SF201 KU-509974-2-SF201 BUILDING ELEVATIONS
SF301 KU-509974-2-SF301 BUILDING SECTIONS
SF502 KU-509974-2-SF502 STRUCTURAL DETAILS
ELECTRICAL
EL101 KU-509974-2M-EL101 LIGHTING PLAN - GROUND FLOOR
EP101 KU-509974-2M-EP101 POWER PLAN - GROUND FLOOR
EP501 KU-509974-2M-EP501 POWER AND LIGHTING DETAILS
EP601 KU-509974-2M-EP601 ONE-LINE DIAGRAM
EG101 KU-509974-2M-EG101 GROUNDING PLAN - GROUND FLOOR
EG111 KU-509974-2M-EG111 LIGHTNING PROTECTION PLAN - ROOF
C&C ROOF WIND PRESSURE (kPa)
ZONE POSITIVE
PRESSURE
NEGATIVE
PRESSURE
NOTES
1 0.85 -1.20
0.85
0.85
-1.20
-1.20
EFFECTIVE
WIND AREA, M²
≤ 2.25
> 2.25 & ≤ 9
> 9
2 ≤ 2.25 1.31 -1.83
2 > 2.25 & ≤ 9 1.31 -1.83
2 >9 0.85 -1.20
3 ≤ 2.25 1.70 -3.59
> 2.25 & ≤ 9
>9
1.31
0.85
-1.83
-1.20
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, 2021
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 WEIGHT + 1kPa ROOF LIVE LOAD: 1.0 kPa MINIMUM
SLAB ON GRADE (TYPICAL, UNO) : TRUCK, 4 AXLE (29.48 TONS)
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
TRANSVERSE DIRECTION:
LATERAL FORCE RESISTING SYSTEM: STEEL ORDINARY MOMENT FRAMES
RESPONSE MODIFICATION FACTOR, R: 3.5
SYSTEM OVERSTRENGTH FACTOR: 3.0
DEFLECTION AMPLIFICATION FACTOR, Cd: 3.0 SEISMIC RESPONSE COEFFICIENT, Cs: 0.102
DESIGN BASE SHEAR, V: 0.102W (W = SEISMIC WEIGHT)
LONGITUDINAL DIRECTION:
LATERAL FORCE RESISTING SYSTEM STEEL ORDINARY CONCENTRICALLY BRACED FRAMES
RESPONSE MODIFICATION FACTOR, R: 3.25
SYSTEM OVERSTRENGTH FACTOR: 2.0
DEFLECTION AMPLIFICATION FACTOR, Cd: 3.25 SEISMIC RESPONSE COEFFICIENT, Cs: 0.109
DESIGN BASE SHEAR, V: 0.109W (W = SEISMIC WEIGHT)
WIND LOAD:
BASIC WIND SPEED, V: 161 KPH
EXPOSURE CATEGORY: C
IMPORTANT FACTOR, Iw: 1.00 INTERNAL PRESSURE COEFFICIENT, GCpi: +/-0.0 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. DESIGN ALL EXTERIOR WALLS, WINDOWS, DOORS, MECH. LOUVERS, ROOFING COMPONENTS, AND ALL OTHER ASSEMBLIES OR OPENINGS WITHIN THE
BUILDING ENVELOPE FOR THE C&C DESIGN WIND PRESSURES AS SHOWN BY ZONE.
2. LOCATION OF ZONES IS PROVIDED PER ASCE 7-16, FIG. 30.7-2.
3. DISTANCE (a) = 1.5m.
4. USE COMPONENT AND CLADDING WIND PRESSURE TO DESIGN ALL ELEMENTS ATTACHED TO THE BUILDING.
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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.
C
A
1 2 3 4 5 6 7 8
B
CF1 CF1 CF1 CF1 CF1 CF1 CF1 CF1
CF1CF1CF1CF1CF1CF1CF1CF1
CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1
CC1CC1CC1CC1CC1CC1CC1CC1
6000 6000 6250 8500 6250 6000 6000
45000
SF201
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SF301
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1. REFER TO GENERAL NOTES SHEETS SS001 TO SS004 FOR
ADDITIONAL STRUCTURAL NOTES AND FOUNDATION
REQUIREMENTS.
2. TOP OF FOOTING ELEVATION = -1100 UNO, TYP.
3. TOP OF CONCRETE PIER ELEVATIONS = 0000 (TYP UNO).
1 : 1001
FOUNDATION PLAN
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B
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200MM CONCRETE SLAB
ON GRADE W/ D13 AT
400MM O/C EW
T/SOG = 0000
ISOLATION
JOINT, TYP
GENERAL
NOTE #7,
TYP
SLAB, TYP
1350 THICKENED
8000 CLR
8000CLR
TYP
PLAN NORTH
0 1051 2 3 4
1:100
1 : 1001
FLOOR PLAN - GROUND FLOOR
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1. REFER TO GENERAL NOTES SHEETS SS001 TO SS004 FOR
ADDITIONAL STRUCTURAL NOTES AND FOUNDATION
REQUIREMENTS.
2. TOP OF CONCRETE PIER ELEVATIONS = 0000 (TYP UNO).
3. REFER TO 5/SS502 FOR TYPICAL SLAB ON GRADE - SINGLY
REINFORCED DETAIL.
4. REFER TO 7/SS502 FOR TYPICAL DOWELED
CONSTRUCTION JOINT DETAIL.
5. REFER TO 2/SS502 FOR TYPICAL SLAB-ON-GRADE
ISOLATION JOINT DETAIL.
6. REFER TO 1/SS504 FOR TYPICAL COLUMN BLOCKOUT
DETAIL.
7. SLAB-ON-GRADE JOINT SPACING SHALL NOT EXCEED
4000MM O/C IN BOTH DIRECTIONS. REFER TO 1/SS502 FOR
CONSTRUCTION JOINT AND CONTROL JOINT DETAILS.
8. REFER TO DETAIL 2, 5 OR 6/SS510 FOR EQUIPMENT PADS.
SEE DETAIL 1/SS504 FOR ADDITIONAL REINFORCEMENT
AT COLUMN BLOCKOUT, TYP.
ASSUMED METAL BUILDING SYSTEM COLUMN BASE REACTIONS
COLUMN
GRID
DL RLL WLX WLZ ELX ELZ
FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN)
A-1 -8.178 42.503 -1.037 -5.461 22.868 -0.72 -4.743 18.506 -0.579 -2.96 20.793 -0.685 -8.391 5.321 -0.09 -0.002 14.616 -9.229
A-2 -13.849 66.485 0.661 -10.934 44.968 0.397 -9.113 36.16 0.322 -5.486 37.505 0.275 -8.391 5.314 0.085 -0.001 -14.62 -9.233
A-3 -14.089 67.923 -1.18 -11.165 46.243 -0.86 -9.301 37.194 -0.692 -5.137 35.628 -0.741 -8.392 5.262 -0.008 -0.001 14.118 -9.286
A-4 -1.341 77.96 1.047 -1.095 55.512 0.759 -0.905 44.684 0.611 -0.504 42.499 0.502 -0.604 0.44 0.082 0 -14.12 -9.289
A-5 -1.337 77.502 0 -1.092 55.588 0 -0.902 44.746 0 -0.503 42.683 0.001 -0.602 0.382 0 0 0 0
A-6 -14.088 67.263 0 -11.162 46.167 0 -9.299 37.133 0 -5.148 35.452 0.001 -8.391 5.318 0 0.001 0 0
A-7 -13.852 66.363 -0.634 -10.934 44.888 -0.348 -9.113 36.094 -0.281 -5.047 34.101 -0.357 -8.392 5.322 -0.09 0.001 14.675 -9.228
A-8 -8.182 42.63 1.164 -5.461 22.949 0.773 -4.743 18.572 0.622 -2.528 18.001 1.142 -8.393 5.315 0.085 0.002 -14.68 -9.309
C-1 8.182 42.492 -1.028 5.461 22.868 -0.72 4.431 19.913 -0.631 2.986 20.718 -0.627 -8.401 -5.321 0.09 -0.002 14.625 -9.236
C-2 13.852 66.501 0.67 10.934 44.969 0.397 9.25 39.388 0.346 5.505 37.609 0.333 -8.402 -5.314 -0.085 -0.001 -14.63 -9.24
C-3 14.091 67.91 -1.171 11.165 46.243 -0.859 9.449 40.494 -0.752 5.149 35.547 -0.683 -8.403 -5.262 0.008 -0.001 14.128 -9.293
C-4 1.341 77.974 1.056 1.095 55.512 0.759 0.933 48.576 0.665 0.504 42.588 0.56 -0.605 -0.44 -0.082 0 -14.13 -9.296
C-5 1.337 77.502 0 1.092 55.588 0 0.931 48.643 0 0.502 42.683 0.001 -0.603 -0.382 0 0 0 0
C-6 14.086 67.262 0 11.162 46.167 0 9.446 40.427 0 5.135 35.445 0.001 -8.402 -5.318 0 0.001 0 0
C-7 13.849 66.425 -0.623 10.934 44.89 -0.348 9.249 39.32 -0.303 5.026 34.5 -0.29 -8.403 -5.322 0.09 0.001 14.627 -9.236
C-8 8.178 42.563 1.075 5.461 22.946 0.77 4.43 19.98 0.674 2.502 17.573 0.567 -8.403 -5.315 -0.085 0.002 -14.63 -9.239
COLUMN
GRID
ELZ-X ELZ+X ELX-Z ELX+Z NLX NLZ
FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN)
A-1 -0.235 13.95 -8.717 0.232 15.283 -9.741 -7.739 7.177 -1.517 -9.043 3.465 1.337 -0.307 0.195 -0.003 0 0.497 -0.314
A-2 -0.171 -13.69 -8.716 0.169 -15.54 -9.749 -7.921 2.746 -1.353 -8.861 7.882 1.524 -0.308 0.194 0.003 0 -0.497 -0.314
A-3 -0.11 13.4 -8.769 0.108 14.835 -9.803 -8.086 7.261 -1.449 -8.699 3.263 1.432 -0.308 0.193 -0.001 0 0.48 -0.316
A-4 -0.003 -13.33 -8.771 0.003 -14.91 -9.808 -0.598 -1.758 -1.361 -0.611 2.637 1.526 -0.022 0.016 0.003 0 -0.48 -0.316
A-5 0.003 -0.002 0 -0.003 0.002 0 -0.611 0.387 0 -0.594 0.376 0 -0.022 0.014 0 0 0 0
A-6 0.11 -0.069 0 -0.108 0.068 0 -8.694 5.51 0 -8.089 5.126 0 -0.308 0.195 0 0 0 0
A-7 0.171 13.75 -8.712 -0.168 15.601 -9.744 -8.863 7.9 -1.528 -7.921 2.744 1.349 -0.308 0.195 -0.003 0 0.499 -0.314
A-8 0.236 -14.01 -8.792 -0.233 -15.35 -9.825 -9.046 3.45 -1.353 -7.74 7.18 1.524 -0.308 0.194 0.003 0 -0.499 -0.317
C-1 -0.235 15.293 -9.749 0.232 13.958 -8.723 -7.752 -7.18 1.519 -9.05 -3.462 -1.339 -0.308 -0.195 0.003 0 0.498 -0.314
C-2 -0.171 -15.55 -9.757 0.169 -13.7 -8.722 -7.926 -2.744 1.355 -8.878 -7.885 -1.526 -0.308 -0.194 -0.003 0 -0.498 -0.314
C-3 -0.11 14.846 -9.811 0.108 13.409 -8.776 -8.1 -7.263 1.451 -8.706 -3.26 -1.434 -0.308 -0.193 0.001 0 0.481 -0.316
C-4 -0.003 -14.92 -9.816 0.003 -13.34 -8.777 -0.594 1.76 1.363 -0.616 -2.64 -1.528 -0.022 -0.016 -0.003 0 -0.481 -0.316
C-5 0.003 0.002 0 -0.003 -0.002 0 -0.612 -0.387 0 -0.594 -0.376 0 -0.022 -0.014 0 0 0 0
C-6 0.11 0.069 0 -0.108 -0.068 0 -8.705 -5.51 0 -8.098 -5.126 0 -0.308 -0.195 0 0 0 0
C-7 0.171 15.55 -9.753 -0.169 13.704 -8.719 -8.88 -7.893 1.53 -7.927 -2.751 -1.351 -0.308 -0.195 0.003 0 0.498 -0.314
C-8 0.236 -15.29 -9.753 -0.233 -13.96 -8.726 -9.053 -3.457 1.343 -7.753 -7.174 -1.514 -0.308 -0.194 -0.003 0 -0.498 -0.314
X
Y
Z
COLUMN FOOTING SCHEDULE
MARK
DIMENSIONS FOUNDATI
ON
THICKNESS
LONGITUDINAL REINFORCEMENT TRANSVERSE REINFORCEMENT
REMARKSWIDTH (W) LENGTH (L) QTY SIZE QTY SIZE
CF1 1500 1500 400 6 D16 6 D16 180 DEGREE HOOK @ LONGITUDINAL AND
TRANSVERSE REINFORCEMENT
CONCRETE PIER SCHEDULE
MARK WIDTH LENGTH
REINFORCEMENT
REMARKS
LONGITUDINAL TIES
REBAR
SIZE QUANTITY
REBAR
SIZE SPACING
CC1 500 500 D22 8 D13 @ 350 O/C 90 DEGREE HOOK @ LONGITUDINAL
REINFORCEMENT
US Army Corps of Engineers®
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O
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F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
IL
E N
A M
E
M
ID
D L E
E A
S T
D
IS
T R
IC
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G
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N
O
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 O
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L S
A L E
M A
B K
U W
A
IT
U .S
A
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O R
P S
O F
E N
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IN
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R S
P H
IL
A
D E
L P
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IA
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IS
T R
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A
R C
H S
T R
E E
T
P H
IL
A
D E
L P
H
IA
P
A
T G
R O
V E
S
T G
R O
V E
S
S A
L S
A B
B A
G H
J U
L Y
W
E
R R
A
K M
O D
K
U W
A
IT
A
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F O
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K U
-5 -2
C C
H A
S T
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U -5
-2
-S B
S T
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A G
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H A
D E
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A
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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.
1 2 3 4 5 6 7 8
B
ROOF FRAMING BY
MBS
SF201
SF201
SF301
SF301
SF301
SF301
6000 6000 6250 8500 6250 6000 6000
44995
BRACING BY MBS
BRACING BY MBS
BRACING BY MBS
BRACING BY MBS
BRACING BY MBS
BRACING BY MBS
OPTIONAL
HORIZONTAL
BRACING
PLAN NORTH
0 1051 2 3 4
1:100
1 : 1001
FRAMING PLAN - ROOF
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F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
IL
E N
A M
E
M
ID
D L E
E A
S T
D
IS
T R
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GRAPHIC SCALE & NORTH ARROW
G
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GENERAL NOTES
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S A
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1. ROOFING MATERIALS TO CONSIST OF METAL PANELS.
MBS TO DESIGN ROOF METAL PANELS TO SUPPORT ALL
LOADS LISTED IN THE GENERAL NOTES.
2. ( ____________ ) INDICATES A MOMENT CONNECTION.
T/SOG
CA
EAVE
T/FTG
-1100
RIDGE
B
SF301
SF301
NOTE:
ALL STRUCTURAL
SHAPES ARE FOR
PRESENTATION ONLY
CONCRETE
FOOTING TYP,
REFER TO PLAN
CONCRETE PIER
TYP, REFER TO PLAN
STEEL COL AND BEAM BY
MBS, TYP
C
L E
A R
M
IN
T/SOG
1 2 3 4 5 6 7 8
EAVE
T/FTG
-1100
RIDGE
SF301
SF301
NOTE:
ALL STRUCTURAL
SHAPES ARE FOR
PRESENTATION ONLY
CONCRETE FTG, TYP, REFER TO PLAN
STEEL COL BY
MBS STEEL BRACING
BY MBS, TYP
C
L R
M
IN
T
Y P
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A
D A
T E
M A
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D E
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IP
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IO
N
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
T D
A T
E
F
IL
E N
A M
E
M
ID
D L E
E A
S T
D
IS
T R
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GRAPHIC SCALE
G
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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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1 : 1002
BUILDING ELEVATION - TRANSVERSE
1 : 1001
BUILDING ELEVATION - LONGITUDINAL
T/SOG
C A
EAVE
T/FTG
-1100
RIDGE
B
SF301
SF301
NOTE:
ALL STRUCTURAL
SHAPES ARE FOR
PRESENTATION ONLY
CONCRETE FTG, TYP,
REFER TO PLAN
CONCRETE PIER, TYP,
REFER TO PLAN
STEEL COL AND
BEAMS BY MBS,
TYP
STEEL PURLINS BY
MBS, TYP
CONCRETE SLAB ON GRADE, REFER TO PLAN
C
L R
M
IN
T/SOG
1 2 3 4 5 6 7 8
EAVE
T/FTG
-1100
RIDGE
SF301
SF301
NOTE:
ALL STRUCTURAL SHAPES
ARE FOR PRESENTATION
ONLY
CONCRETE SLAB
ON GRADE,
REFER TO PLAN
CONCRETE FTG, TYP,
REFER TO PLAN
CONCRETE
PIER, TYP,
REFER TO
PLAN
STEEL COL AND
BEAM BY MBS,
TYP
STEEL PURLINS BY
MBS, TYP
C
L R
M
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T
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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T D
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ID
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1 : 1002
BUILDING SECTION - TRANSVERSE
1 : 1001
BUILDING SECTION - LONGITUDINAL
0 1051 2 3 4
1:100
STEEL BEAM
BY MBS
GL
GL
LONGITUDINAL REINFORCEMENT, REFER
TO PIER SCHEDULE
ANCHOR BOLTS, CONFIGURATION
AND QUANTITY BY MBS
SHEAR REINFORCEMENT SPACED
EVENLY ALONG THE LENGTH OF
THE ANCHOR BOLTS, REFER TO
DETAIL 3/SF501
TIE REINFORCEMENT, REFER TO PIER
SCHEDULE
50 TYP
PIER REINFORCEMENT, REFER TO
SCHEDULES
ROUGHEN SURFACE TO 6mm
AMPLITUDE
GL
REBARS TO MATCH SOG REINF
FOOTING
REINFORCEMENT, REFER
TO SCHEDULES
STEEL COLUMN,
BY MBS
BASE PLATE BY MBS
75mm LEVELING METALLIC NON-
SHRINK GROUT
12mm ISOLATION JOINT
CONCRETE PIER, REFER TO PLANS FOR SPECIFICS
T/SOG AND T/PIER
T/FTG
-1100
(4) D13 ANCHOR TIES (3-
SPACES) @ 75mm
CL FTG
CL PIER
CONCRETE FOOTING, REFER
TO PLANS FOR SPECIFICS
ANCHOR BOLTS,
CONFIGURATION AND
QUANTITY BY MBS
SOG REINFORCEMENT, REFER TO PLAN
CONCRETE SOG, REFER TO PLAN
EQ EQ
REFER TO PLAN
R E
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D U
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75 TYP
REFER TO PLAN
REBARS TO MATCH
SOG REINF, TYP
AT PIERS: (2) D10 TIES @ 400mm MAX
PROVIDE (3) D12 TIE AT TOP OR PIER
AT 75MM O/C
GL
REINFORCEMENT NOT
SHOWN FOR CLARITY
BRACING AND GUSSET PLATE
BY MBS. REFER TO PLANS FOR
BRACING LOCATIONS.
STEEL COLUMN,
BY MBS
BASE PLATE BY
MBS
75mm LEVELING METALLIC NON-
SHRINK GROUT
CONCRETE SOG, TYP, REFER TO PLAN
CONCRETE PIER, REFER TO PLANS FOR
SPECIFICS
ANCHOR BOLTS,
CONFIGURATION AND
QUANTITY BY MBS
12mm SOG
ISOLATION JOINT
US Army Corps of Engineers®
SHEET ID
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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S T
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A L I A
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1 : 102
TYPICAL PIER DETAIL
1 : 203
TYPICAL SECTION AT TAPERED COL FTG
1 : 201
TYPICAL SECTION AT COL AT BRACING
1. REFER TO GENERAL NOTES SHEETS SS001 TO SS004 FOR
ADDITIONAL STRUCTURAL NOTES AND FOUNDATION
REQUIREMENTS.
2. TOP OF FOOTING ELEVATION = -1100 UNO, TYP.
3. TOP OF CONCRETE PIER ELEVATIONS = 0000 (TYP UNO).
4. REFER TO 5/SS502 FOR TYPICAL SLAB ON GRADE - SINGLY
REINFORCED DETAIL.
5. REFER TO 2/SS502 FOR TYPICAL SLAB-ON-GRADE
ISOLATION JOINT DETAIL.
6. REFER TO 1/SS504 FOR TYPICAL COLUMN BLOCKOUT
DETAIL.
0 0.2 10.4 0.6 0.8 2
1:20
0 10.50.1 0.2 0.3 0.4
1:10
C C C C C
CC
CCCC
PENDANT MOUNT 610mm
BELOW STRUCTURAL
MEMBERS AND MOUNT ALONG
STRUCTURAL MEMBERS AS
NEEDED (TYP)
C
C
MDPM-5
3-WAY SWITCH IN IP66
ENCLOSURE MOUNT ON
COLUMN (TYP 2)
1 2 3 4 5 6 7 8
C
B
A
US Army Corps of Engineers®
SHEET ID
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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1 : 1001 LIGHTING PLAN - GROUND FLOOR
1.
2.
3.
4.
FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE
SHEETS SE001 - SE003 (STANDARD VOLUME) FOR
EQUIPMENT MOUNTING HEIGHTS SEE SE003.
FOR ELECTRICAL DETAILS SEE SE500 SERIES SHEETS
(STANDARD VOLUME).
FOR LIGHTING FIXTURE SCHEDULE SEE SERIES SE504
SHEETS.
COORDINATE LOCATION OF ALL ELECTRICAL EQUIPMENT
AND FIXTURES WITH ALL OTHER TRADES. MAKE PROPER
FIELD ADJUSTMENT TO AVOID CONFLICT.
PLAN NORTHPLAN NORTH
WP WP WP WP WPWPWP WP
WP WP WP WP WP WP WP WP
STANCHION MOUNTED
POWER PANEL. FIELD COORDINATE
EXACT LOCATION BASED ON SITE
CONDITIONS. SEE EP501 DETAIL. FOR
CONTINUATION SEE EP601, ES127
SURFACE MOUNTED EXTERIOR
RECEPTACLE IN IP66 RATED
ENCLOSURE. MOUNTED +900mm
ABOVE GROUND. (TYP)
ROUTE IMC CONDUIT ALONG
STRUCTURAL MEMBERS AND CONCEAL
WHERE POSSIBLE. PROVIDE VERTICAL
DROPS TO EACH RECEPTACLE (TYP)
MDPM
MDPM-1
MDPM-2
MDPM-3
MDPM-4
1 2 3 4 5 6 7 8
C
B
A
US Army Corps of Engineers®
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U .S
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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1 : 1001 POWER PLAN - GROUND FLOOR
PLAN NORTH
1.
2.
3.
4.
FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE SHEETS
SE001 - SE003 (STANDARD VOLUME).
INSTALL ALL ELECTRICAL EQUIPMENT INCLUDING
CONDUCTORS, RACEWAY AND PANEL IN ACCORDANCE WITH
MEW R-1 AND IEEE C2.
COORDINATE ALL RECEPTACLES LOCATION AND HEIGHT
WITH CONTRACTING OFFICER BEFORE INSTALLATION.
CIRCUITS MUST TAKE THE MOST DIRECT PATH TO MINIMIZE
VOLTAGE DROP.
PLAN NORTH
STRUT FOR MOUNTING
EQUIPMENT (TYP)
80mm RIGID GALVANIZED
STEEL PIPE CONCRETE
FILLED (TYP 2)
WP/RCD DUPLEX
RECEPTACLE
(IP66 ENCLOSURE)
CONCRETE EQUIPMENT PAD
FINISHED GRADE
TO MAINTENANCE
WAREHOUSE
(MSWA) PANEL PP2
TYPICAL FOR
MDPM
(IP66 ENCLOSURE)
MOUNT STANCHION
FACING GENERAL
DIRECTION OF THE
UTILITY POINT OF
CONNECTION. EXACT
LOCATION MAY VARY.
MOUNT PANELBOARD
+1200mm ABOVE GROUND
TO BOTTOM OF PANEL
US Army Corps of Engineers®
SHEET ID
U .S
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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NTS1 STANCHION MOUNTED PANEL DETAIL
MDPM
TO MAINTENANCE SUPPLY
WAREHOUSE (FACILITY D) POWER
PANEL 2 (PP2) SEE ES127
1 SETS OF 4/C-25mm2 CU/XLPE/PVC + 1-16mm2 CU GROUND IN 53mm PVC SCHEDULE 40
1-16mm2 CU EQUIPMENT GROUNDING CONDUCTOR IN YELLOW GREEN SHEATH
SEE EP501 FOR PEDESTAL DETAIL
US Army Corps of Engineers®
SHEET ID
U .S
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N.T.S1 ONE-LINE DIAGRAM
Notes:
Total Dem. with 15% Spare: 6827 VA
Total Conn. Load with 15% Spare: 6827 VA Total Est. Demand: 8 A
Total Conn.: 8 A Lighting 420 VA 100.00% 420 VA Total Est. Demand: 5937 VA Receptacle 5520 VA 100.00% 5520 VA Total Conn. Load: 5937 VA Other 0 VA 0.00% 0 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 13 A 13 A 2 A Total Load: 2760 VA 2760 VA 420 VA
23 Space -- 1 -- -- 1 -- Space 24 21 Space -- 1 -- -- 1 -- Space 22 19 Space -- 1 -- -- 1 -- Space 20 17 Space -- 1 -- -- 1 -- Space 18 15 Space -- 1 -- -- 1 -- Space 16 13 Spare 20 A 1 0 VA -- 1 -- Space 14 11 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 12 9 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 10 7 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 8 5 LIGHTING 4 4 21 20 A 1 420 VA 0 VA 1 20 A Spare 6 3 WP RECEPTACLES 3 4 4 21 20 A 1 1380 VA 1380 VA 1 20 A 21 4 4 WP RECEPTACLES 4 4 1 WP RECEPTACLES 1 4 4 21 20 A 1 1380 VA 1380 VA 1 20 A 21 4 4 WP RECEPTACLES 2 2
CKT Circuit Description Cond mm2
Gnd mm2
Conduit mm Trip Poles
R Y B R Y B Poles Trip
Conduit mm
Gnd mm2
Cond mm2 Circuit Description CKT
Enclosure: IP66 Frequency: 50 Hz MCB Rating: 60 A Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: Phases: 3 Mains Type: MAIN CB Location: Volts: 415/240 A.I.C. Rating: 22,000 AMPS SYMMETRICAL
Branch Panel: MDPM
MAINTENANCE SUPPLY WAREHOUSE PP2
STORAGE SHED
1. FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE SHEETS
SE001 - SE003 (STANDARD VOLUME).
2. PROVIDE LOCKABLE BREAKER FOR ALL SPECIAL SYSTEMS
EQUIPMENT (IDS, ACS, CCTV AND FACP).
3. DEGREE OF PROTECTION AGAINST EARTH LEAKAGE
THROUGHOUT THE ELECTRICAL INSTALLATION SHALL BE OF THE
FOLLOWING:
MAXIMUM 30mA TRIP RATING - FOR UNDER WATER
LIGHTING
MAXIMUM 30mA TRIP RATING - ALL SOCKET OUTLETS AND
DOMESTIC APPARATUS
300mA TRIP RATING - LIGHTING CIRCUITS AND ALL OTHER
APPARATUS AND EQUIPMENT INCLUDING HVAC, MOTORS
AND PUMPS.
1 4
MDPM
1 2 3 4 5 6 7 8
C
B
A
US Army Corps of Engineers®
SHEET ID
U .S
. A R
M Y
C O
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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GENERAL SHEET NOTES
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1 : 1001 GROUNDING PLAN - GROUND FLOOR
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE SHEETS
SE001 - SE003 (STANDARD VOLUME).
PROVIDE LIGHTNING PROTECTION IN ACCORDANCE WITH
NFPA 780.
SEE SHEETS SE - 518 THROUGH SE-521 (STANDARD VOLUME)
FOR LIGHTING PROTECTION DETAILS.
ALL GROUNDING LOCATIONS SHALL BE LOCATED A
MINIMUM 600 mm FROM FLOOR JOINTS.
BOND ALL METALLIC PIPING, ETC. AT THE SERVICE.
GROUND RING SHALL BE LOCATED 1500 mm FROM THE
OUTSIDE EDGE OF THE BUILDING FOUNDATION UNLESS
OTHERWISE NOTED AND 762mm BELOW FINISHED GRADE
(TYP).
THE RESISTANCE BETWEEN EARTH ELECTRODES AND THE
GENERAL MASS OF EARTH SHALL NOT EXCEED TEN (10)
OHMS. INSTALL ADDITIONAL EARTH ELECTRONICS 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 REPORT TO CONFIRM
TEN (10) OHMS OR LESS TO GROUND.
SYSTEM GROUNDING SHALL FOLLOW BS7671, TN-S
GROUNDING METHOD.
1.
2.
3.
4.
5.
120 mm² BARE STRANDED COPPER GROUND RING.
50 mm² BARE STRANDED CLASS 1 COPPER DOWN
CONDUCTOR. CONCEAL DOWN CONDUCTORS IN PVC
CONDUIT (TYP). LIGHTNING PROTECTION DOWN
CONDUCTOR FROM ROOF TERMINAL (TYP 4).
GROUND TEST WELL. SEE GROUNDING STANDARD
DETAILS ON SHEET SE-521 (STANDARD VOLUME).
19mm X 3M COPPER-CLAD STEEL GROUND ROD (TYP).
GROUNDING ELECTRODE CONDUCTOR, 16mm2 CU WITH
YELLOW GREEN SHEATH.
PLAN NORTH
70 mm2 COPPER DOWN
CONDUCTOR TO
GROUNDING GRID (TYP)
FOR GROUNDING PLAN,
SEE EG101
AIR TERMINAL
10MM X 600MM SOLID
COPPER (TYP)
PROVIDE COPPER MAIN
CONDUCTOR 70 mm2 CROSS
SECTIONAL AREA (TYP)
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATION SEE SE001 - SE003
(STANDARD VOLUME).
FOR LIGHTNING PROTECTION 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 AND MEW S-1.
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.
CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL FORM A
TWO-WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD
TO CONNECTIONS WITH GROUND TERMINALS, EXCEPT FOR VERTICAL ROOF
MEMBERS, UPPER ROOF TO LOWER ROOF TRANSITIONS, OR LOWER ROOF
"DEAD ENDS”.
ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE WITH AN APPLICATION
OF COMPATIBLE ADHESIVE COMPOUND.
MAXIMUM INTERVAL OF 15M FOR AIR
TERMINALS ALONG RIDGE (TYP)
MAXIMUM INTERVAL OF 7.6 METERS
FOR AIR TERMINALS ALONG
PERIMETER (TYP)
1 2 3 4 5 6 7 8
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1 : 1001 LIGHTNING PROTECTION PLAN- ROOF
PLAN NORTH
| KU-509974-2_APACHE ALERT FACILITIES_VOL 11 OF 14_FACILITY M_DRAWINGS_CDC_JUL 2026 |
| GENERAL |
| GI001 - FACILITY COVER SHEET |
| GI011 - INDEX OF DRAWINGS |
| STRUCTURAL |
| S-001 - GENERAL NOTES |
| SB101 - FOUNDATION PLAN |
| SB111 - FLOOR PLAN - GROUND FLOOR |
| SB601 - FOUNDATION SCHEDULES |
| SF101 - FRAMING PLAN - ROOF |
| SF201 - BUILDING ELEVATIONS |
| SF301 - BUILDING SECTIONS |
| SF502 - STRUCTURAL DETAILS |
| ELECTRICAL |
| EL101 - LIGHTING PLAN - GROUND FLOOR |
| EP101 - POWER PLAN - GROUND FLOOR |
| EP501 - POWER AND LIGHTING DETAILS |
| EP601 - ONE-LINE DIAGRAM |
| EG101 - GROUNDING PLAN - GROUND FLOOR |
| EG111 - LIGHTNING PROTECTION PLAN - ROOF |
File details come from the government source that posted it. Updated .