VOL 7 OF 14_FACILITY G1_DRAWINGS_CDC_JUL 2026.pdf

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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\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-G-SUNS_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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G1 - SUNSHADE - SINGLE ROW7

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INDEX OF DRAWINGS

KU-509974-2 - FACILITY G1 - SUNSHADE

SHEET

ID

FILE NAME REV. NO.

AM/COP

NO.

SHEET TITLE

GENERAL

GI001 KU-509974-2G1-GI001 FACILITY COVER SHEET

GI011 KU-509974-2G1-GI011 INDEX OF DRAWINGS

STRUCTURAL

S-001 KU-509974-2-S-001 GENERAL STRUCTURAL NOTES

SB101 KU-509974-2-SB101 FOUNDATION PLAN

SB601 KU-509974-2-SB601 FOOTING SCHEDULES

SF101 KU-509974-2-SF101 FRAMING PLAN - GROUND FLOOR

SF102 KU-509974-2-SF102 FRAMING PLAN - ROOF

ARCHITECTURAL

A-001 KU-509974-2G1-A-001 GENERAL ARCHITECTURAL NOTES

AE101 KU-509974-2G1-AE101 FLOOR AND ROOF PLAN

AE102 KU-509974-2G1-AE102 REFLECTED CEILING PLAN

AE201 KU-509974-2G1-AE201 BUILDING ELEVATIONS

AE301 KU-509974-2G1-AE301 BUILDING SECTION

AE901 KU-509974-2G1-AE901 PERSPECTIVE VIEWS

ELECTRICAL

EL101 KU-509974-2G1-EL101 LIGHTING PLAN - GROUND FLOOR

EP101 KU-509974-2G1-EP101 POWER PLAN - GROUND FLOOR

EP501 KU-509974-2G1-EP501 POWER AND LIGHTING DETAILS

EP601 KU-509974-2G1-EP601 ONE-LINE DIAGRAM

EG101 KU-509974-2G1-EG101 GROUNDING PLAN - GROUND FLOOR

EG111 KU-509974-2G1-EG111 LIGHTNING PROTECTION PLAN - ROOF

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE

AREA, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

4 1.00 -1.10

0.76 -.88

0.70 -.80

-1.40

-1.05

-0.94

-0.80

0.83 -.93

0.93

9.30

18.58

46.45

0.93

46.45

1.00

0.76

0.70

0.839.30

18.58

C&C ROOF WIND PRESSURE (kPa)

ZONE POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

1 0.77 -1.48

-1.66

-1.63

-1.59

-1.57

-2.10

-2.10

-1.73

EFFECTIVE

AREA, M²

-1.57

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

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3'

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-2.82

-2.55

-2.19

-1.93

0.77

0.77

0.77

0.77

-1.48

-1.48

-1.48

2' -1.930.93 0.77

2' -1.909.30 0.77

2' -1.8618.58 0.77

2' -1.8446.45 0.77

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0.93

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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 FEB 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, 2019

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: 0.5kPa + MEMBER SELF-WEIGHT ROOF LIVE LOAD: 1.0 kPa MINIMUM

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 ORDINARY CANTILEVER COLUMN SYSTEM

RESPONSE MODIFICATION FACTOR, R: 1.25

SYSTEM OVERSTRENGTH FACTOR: 1.25

DEFLECTION AMPLIFICATION FACTOR, Cd: 1.25 SEISMIC RESPONSE COEFFICIENT, Cs: 0.284

DESIGN BASESHEAR, V: 0.284W

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

FOUNDATION DESIGN IS BASED UPON THE FOLLOWING ASSUMED SOIL PARAMETERS:

NET ALLOWABLE SOIL BEARING PRESSURE:

A. SPREAD FOOTINGS: 168kPa B. CONTINUOUS FOOTINGS: 153kPa

LATERAL EARTH PRESSURE PARAMETERS:

A. SOIL DENSITY (MOIST): 19.6kN/m³ B. COEFFICIENT OF ACTIVE PRESSURE (Ka): 0.31 C. COEFFICIENT OF AT-REST PRESSURE (Ko): 0.47 D. COEFFICIENT OF PASSIVE EARTH PRESSURE (Kp): 3.25

E. ANGLE OF INTERNAL FRICTION (Φ): 32°

F. COEFFICIENT OF FRICTION (μ): 0.40 G. MODULUS OF SUB-GRADE REACTION (Ks) FOR SOG: 54MN/m3

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 ARE NOT LIMITED TO:

A. METAL BUILDING SYSTEM.

NOTES:

1. ALL EXTERIOR WALLS, WINDOWS, DOORS, MECH. LOUVERS, 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. 30.3-1 & 30.3-2B

3. DISTANCE (a) = 1200mm.

4. THE CONTRACTOR SHALL USE COMPONENT AND CLADDING WIND PRESSURE TO DESIGN ALL ELEMENTS ATTACHED TO THE BUILDING.

1 2 3 4 5 6

B

EL.-1500

CF2

EL.-1500

CF2

EL.-1500

CF2

EL.-1500

CF2

EL.-1500

CF1

EL.-1500

CF1

CC1 CC1 CC1 CC1 CC1 CC1

A

6200 6000 6000 6000 6200

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0 1051 2 3 4

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1. ELEVATION 0.00 EQUATES TO FINISHED FLOOR ELEVATION

ALL ELEVATIONS ARE REFERENCED FROM ELEVATION 0.00.

2. SEE SHEET SB601 FOR FOUNDATION AND PIER SCHEDULES.

3. REFER TO STANDARD DETAIL - SS508, SS511 AND SS601 FOR

CONCRETE AND REINFORCEMENT PROPERTIES AND

SCHEDULES.

1 : 1001

FOUNDATION PLAN

COLUMN REACTIONS

B-1 B-2 B-3

LOAD CATEGORY X Y Z MX MZ X Y Z MX MZ X Y Z MX MZ

Dead Load 2.32kN 35.12kN 0.33kN 0.5kN-m -166.8kN-m -1.22kN 50.60kN -0.04kN 0kN-m -162kN-m -1.11kN 50.08kN 0.00kN 0.0kN-m -162.5kN-m

Live Load 4.31kN 25.16kN 0.02kN 0.0kN-m -169.1kN-m -2.26kN 49.17kN 0.01kN 0kN-m -161kN-m -2.05kN 48.49kN 0.00kN 0.0kN-m -161.2kN-m

Wind Z+ 2.02kN 2.38kN -1.51kN -4.4kN-m -27.9kN-m 0.58kN 6.52kN -2.20kN -5kN-m -24kN-m 0.03kN 6.29kN -2.14kN -5.3kN-m -22.0kN-m

Wind Z- -0.92kN 4.15kN 1.54kN 4.5kN-m -15.8kN-m -1.15kN 6.27kN 2.20kN 5kN-m -17kN-m -0.55kN 6.32kN 2.14kN 5.3kN-m -19.6kN-m

Wind X+ 0.00kN 0.00kN 0.00kN 0.0kN-m 0.0kN-m 0.00kN 0.00kN 0.00kN 0kN-m 0kN-m 0.00kN 0.00kN 0.00kN 0.0kN-m 0.0kN-m

Wind X- -5.30kN -35.80kN -0.02kN 0.0kN-m 211.2kN-m 1.58kN -61.94kN -0.01kN 0kN-m 202kN-m -0.81kN -52.96kN 0.01kN 0.0kN-m 205.4kN-m

EQ Z+ 2.53kN -2.04kN -3.55kN -9.9kN-m -10.4kN-m 1.46kN 0.18kN -4.71kN -12kN-m -6kN-m 0.48kN -0.03kN -4.61kN -11.4kN-m -2.0kN-m

EQ Z- -2.49kN 2.04kN 3.55kN 9.9kN-m 10.4kN-m -1.48kN -0.18kN 4.71kN 12kN-m 6kN-m -0.50kN 0.03kN 4.61kN 11.4kN-m 2.1kN-m

EQ X+ -12.01kN 0.00kN 0.00kN 0.0kN-m 58.1kN-m -12.01kN 0.00kN 0.00kN 0kN-m 58kN-m -12.01kN 0.00kN 0.00kN 0.0kN-m 58.1kN-m

EQ X- 12.01kN 0.00kN 0.00kN 0.0kN-m -58.0kN-m 12.01kN 0.00kN 0.00kN 0kN-m -58kN-m 12.01kN 0.00kN 0.00kN 0.0kN-m -58.0kN-m

EQ Z+ ECC 2.39kN -2.04kN -3.55kN -9.9kN-m -9.9kN-m 1.38kN 0.18kN -4.71kN -12kN-m -6kN-m 0.45kN -0.03kN -4.61kN -11.4kN-m -1.9kN-m

EQ Z- ECC 2.67kN -2.04kN -3.55kN -9.9kN-m -11.0kN-m 1.54kN 0.18kN -4.71kN -12kN-m -6kN-m 0.51kN -0.03kN -4.61kN -11.4kN-m -2.1kN-m

EQ X+ ECC -9.42kN 0.00kN 0.00kN 0.0kN-m 45.6kN-m -10.47kN 0.00kN 0.00kN 0kN-m 51kN-m -11.49kN 0.00kN 0.00kN 0.0kN-m 55.7kN-m

EQ X- ECC -14.60kN 0.00kN 0.00kN 0.0kN-m 70.7kN-m -13.54kN 0.00kN 0.00kN 0kN-m 66kN-m -12.52kN 0.00kN 0.00kN 0.0kN-m 60.6kN-m

EQ Z+ ECC (-) -2.35kN 2.04kN 3.55kN 9.9kN-m 9.8kN-m -1.40kN -0.18kN 4.71kN 12kN-m 6kN-m -0.47kN 0.03kN 4.61kN 11.4kN-m 2.0kN-m

EQ Z- ECC (-) -2.62kN 2.04kN 3.55kN 9.9kN-m 11.0kN-m -1.56kN -0.18kN 4.71kN 12kN-m 6kN-m -0.53kN 0.03kN 4.61kN 11.4kN-m 2.2kN-m

EQ X+ ECC (-) 9.42kN 0.00kN 0.00kN 0.0kN-m -45.5kN-m 10.47kN 0.00kN 0.00kN 0kN-m -51kN-m 11.50kN 0.00kN 0.00kN 0.0kN-m -55.5kN-m

EQ X- ECC (-) 14.60kN 0.00kN 0.00kN 0.0kN-m -70.4kN-m 13.54kN 0.00kN 0.00kN 0kN-m -65kN-m 12.52kN 0.00kN 0.00kN 0.0kN-m -60.4kN-m

B-4 B-5 B-6

LOAD CATEGORY X Y Z MX MZ X Y Z MX MZ X Y Z MX MZ

Dead Load -1.11kN 50.08kN 0.00kN 0.0kN-m -162.5kN-m -1.22kN 50.60kN 0.04kN 0.1kN-m -162.4kN-m -1.11kN 50.08kN 0.00kN 0.0kN-m -162.5kN-m

Live Load -2.05kN 48.49kN 0.00kN 0.0kN-m -161.2kN-m -2.26kN 49.17kN -0.01kN 0.0kN-m -161.0kN-m -2.05kN 48.49kN 0.00kN 0.0kN-m -161.2kN-m

Wind Z+ -0.55kN 6.32kN -2.14kN -5.3kN-m -19.6kN-m -1.15kN 6.27kN -2.20kN -5.4kN-m -17.2kN-m 0.03kN 6.29kN -2.14kN -5.3kN-m -22.0kN-m

Wind Z- 0.03kN 6.29kN 2.14kN 5.3kN-m -22.0kN-m 0.58kN 6.52kN 2.20kN 5.4kN-m -24.4kN-m -0.55kN 6.32kN 2.14kN 5.3kN-m -19.6kN-m

Wind X+ 0.00kN 0.00kN 0.00kN 0.0kN-m 0.0kN-m 0.00kN 0.00kN 0.00kN 0.0kN-m 0.0kN-m 0.00kN 0.00kN 0.00kN 0.0kN-m 0.0kN-m

Wind X- -0.81kN -52.96kN -0.01kN 0.0kN-m 205.4kN-m 1.58kN -61.94kN 0.01kN 0.0kN-m 202.3kN-m -0.81kN -52.96kN 0.01kN 0.0kN-m 205.4kN-m

EQ Z+ -0.50kN 0.03kN -4.61kN -11.4kN-m 2.1kN-m -1.48kN -0.18kN -4.71kN -11.5kN-m 6.2kN-m 0.48kN -0.03kN -4.61kN -11.4kN-m -2.0kN-m

EQ Z- 0.48kN -0.03kN 4.61kN 11.4kN-m -2.0kN-m 1.46kN 0.18kN 4.71kN 11.5kN-m -6.1kN-m -0.50kN 0.03kN 4.61kN 11.4kN-m 2.1kN-m

EQ X+ -12.01kN 0.00kN 0.00kN 0.0kN-m 58.1kN-m -12.01kN 0.00kN 0.00kN 0.0kN-m 58.1kN-m -12.01kN 0.00kN 0.00kN 0.0kN-m 58.1kN-m

EQ X- 12.01kN 0.00kN 0.00kN 0.0kN-m -58.0kN-m 12.01kN 0.00kN 0.00kN 0.0kN-m -58.0kN-m 12.01kN 0.00kN 0.00kN 0.0kN-m -58.0kN-m

EQ Z+ ECC -0.47kN 0.03kN -4.61kN -11.4kN-m 2.0kN-m -1.40kN -0.18kN -4.71kN -11.5kN-m 5.8kN-m 0.45kN -0.03kN -4.61kN -11.4kN-m -1.9kN-m

EQ Z- ECC -0.53kN 0.03kN -4.61kN -11.4kN-m 2.2kN-m -1.56kN -0.18kN -4.71kN -11.5kN-m 6.5kN-m 0.51kN -0.03kN -4.61kN -11.4kN-m -2.1kN-m

EQ X+ ECC -12.52kN 0.00kN 0.00kN 0.0kN-m 60.6kN-m -13.54kN 0.00kN 0.00kN 0.0kN-m 65.6kN-m -11.49kN 0.00kN 0.00kN 0.0kN-m 55.7kN-m

EQ X- ECC -11.49kN 0.00kN 0.00kN 0.0kN-m 55.7kN-m -10.47kN 0.00kN 0.00kN 0.0kN-m 50.7kN-m -12.52kN 0.00kN 0.00kN 0.0kN-m 60.6kN-m

EQ Z+ ECC (-) 0.45kN -0.03kN 4.61kN 11.4kN-m -1.9kN-m 1.38kN 0.18kN 4.71kN 11.5kN-m -5.8kN-m -0.47kN 0.03kN 4.61kN 11.4kN-m 2.0kN-m

EQ Z- ECC (-) 0.51kN -0.03kN 4.61kN 11.4kN-m -2.1kN-m 1.54kN 0.18kN 4.71kN 11.5kN-m -6.5kN-m -0.53kN 0.03kN 4.61kN 11.4kN-m 2.2kN-m

EQ X+ ECC (-) 12.52kN 0.00kN 0.00kN 0.0kN-m -60.4kN-m 13.54kN 0.00kN 0.00kN 0.0kN-m -65.3kN-m 11.50kN 0.00kN 0.00kN 0.0kN-m -55.5kN-m

EQ X- ECC (-) 11.50kN 0.00kN 0.00kN 0.0kN-m -55.5kN-m 10.47kN 0.00kN 0.00kN 0.0kN-m -50.6kN-m 12.52kN 0.00kN 0.00kN 0.0kN-m -60.4kN-m

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DIMENSIONS REINFORCEMENT

REMARKSWidth Length Foundation Thickness

LONGITUDINAL TRANSVERSE

QTY SIZE QTY SIZE

CF1 1750 4850 400 13 D16 23 D16

CF2 1750 4250 400 13 D16 23 D16

GRADE BEAM SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKSWIDTH DEPTH

TOP BOTTOM

STIRRUPSQUANTITY SIZE QUANTITY SIZE

CB1 625 625 4 D19 4 D19 D13@200

RECTANGULAR CONCRETE COLUMN SCHEDULE

Type Mark

DIMENSIONS REINFORCEMENT

REMARKS

COLUMN

DEPTH

COLUMN

WIDTH

LONGITUDINAL TIES

QUANTITY SIZE SIZE SPACING

CC1 625 625 16 D19 D13 300 PROVIDE ADDITIONAL TIES @ 75MM O/C IN TOP 300MM OF COLUMN

1. COLUMN REACTIONS SHOWN ARE UNFACTORED AND BASED

ON PRELIMINARY DESIGN OF METAL BUILDING SYSTEMS

(MBS). 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.

ASSUMED METAL BUILDING COLUMN BASE

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1. ELEVATION 0.00 EQUATES TO FINISHED FLOOR ELEVATION

ALL ELEVATIONS ARE REFERENCED FROM ELEVATION 0.00.

2. 200MM CONCRETE SLAB ON GRADE W/ D13 AT 200 O/C EW

T&B

3. REFER TO STANDARD DETAIL-SHEET SS502/DETAIL 4 FOR

THE SLAB ON GRADE JOINT FOR WHEELED TRAFFIC.

4. REFER TO STANDARD DETAIL-SHEET SS502/DETAIL 7 FOR

SLAB ON GRADE ISOLATED JOINT AT CONCRETE COLUMNS.

5. REFER TO STANDARD DETAIL-SHEET SS503/DETAIL 4 FOR

THICKENED SLAB EDGE.

6. SEE CIVIL FOR SIZE, LOCATIONS AND INSTALLATION DETAIL

OF WHEEL STOPS.

0 1051 2 3 4

1:100

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MBS SUPPLIER

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1. ROOF FRAMING SHALL BE DESIGNED BY MBS SUPPLIER TO

SUPPORT ALL LOADS LISTED IN THE GENERAL NOTES.

REFER TO ARCH FOR ROOFING MATERIALS.

2. REFER TO ARCH FOR TOP OF ROOF ELEVATIONS.

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-A-SUNS_RVT25.rvt

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1. CONSTRUCTION SHALL BE AS INDICATED IN DRAWINGS IN TANDEM WITH

CONTRACT SPECIFICATIONS

2. CANOPY PLANS AND ELEVATIONS PROVIDED FOR GENERAL PURPOSES ONLY.

THE FULL CANOPY DESIGN AND INSTALLATION SHALL BE PROVIDED BY

CANOPY MANUFACTURER.

3. REFER TO CIVIL DRAWINGS FOR LOCATION AND TRUE NORTH, GRADE

SLOPES, AND STRIPING MARKS.

A ------------------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B -------------------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C -------------------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTOR OF RECORD

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D -------------------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DOR DESIGNER OF RECORD

DR DOOR

DS DOWNSPOUT

E ------------------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F -------------------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLASH FLASHING

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G -------------------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -------------------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I -------------------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J -------------------------------

JAN JANITOR

K -------------------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L -------------------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M -------------------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N -------------------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

O -------------------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P -------------------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INC

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q -------------------------------

QT QUARRY TILE

QTY QUANTITY

R -------------------------------

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC RM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S -------------------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T -------------------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TO TOP OF

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U -------------------------------

UBC UNIFORM BUILDING CODE

UG UNDERGROUND

UNO UNLESS OTHERWISE NOTED

UPS UNINTERRUPABLE POWER SUPPLY

UTIL UTILITY

V -------------------------------

VB VALVE BOX

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VEH VEHICLE

VEL VELOCITY

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VIN VINYL

VGYP VINYL COATED GYPSUM BOARD

VIP VERY IMPORTANT PERON

VWB VINYL WALL BASE

W -------------------------------

W WEST OR WIDE

WC WATER CLOSET

WD WOOD

WM WIRE MESH PARTITION

WSP WELDED STEEL PIPE

WT WEIGHT

W/O WITHOUT

W/ WITH

WWF WELDED WIRE FABRIC

ARCHITECTURAL ABBREVIATIONS & SYMBOLS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

ANNOTATION CALLOUTS/DRAWING SYMBOLS

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN SERIES

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERING STANDARDS

INTERIOR ELEVATION

SHEET NUMBER

SECTION

SHEET NUMBER

ENLARGMENT DETAIL

SHEET NUMBER

EXTERIOR ELEVATION

4 2

A204

A201

A301

A401

ELEVATION NUMBER

SHEET NUMBER

REVISION TAG1

PLAN NORTH

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

DOOR TAG

WINDOW TAG

PARTITION TYPE

SPOT ELEVATION

LEVEL NAME

SPECIFICATION

NOTE

ROOM

100'

LEVEL 01

100'

XX XX XX.A1

315 6200 6000 6000 6000 6200 315

31025

AE301

AE301

AE201

AE201

AE201

AE301

AE301

261 m²

SUNSHADE

STEEL COLUMN, PAINT

SPLASH BLOCK (TYP)

DOWNSPOUT (TYP)

CONCRETE SLAB, SEE

STRUCTURAL

A

1 2 3 4 5 6

B

AE301

AE301

AE201

AE201

AE201

AE301

AE301

265 6200 6000 6000 6000 6200 265

:1

GUTTER (TYP)

30930

LIGHTNING

PROTECTION AIR

TERMINAL (TYP)

PREFINISHED

INSULATED METAL

ROOF ASSEMBLY

PREFINISHED METAL WALL

PANEL OVER GIRT FRAMING

DOWNSPOUT (TYP)

A

US Army Corps of Engineers®

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-A-SUNS_RVT25.rvt

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AE101

F L O

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1 : 1001

GROUND FLOOR PLAN

0 1051 2 3 4

1:100

GROSS AREA

NAME AREA

SUNSHADE 256 m² 1. CONSTRUCTION SHALL BE AS INDICATED IN DRAWINGS IN TANDEM WITH

CONTRACT SPECIFICATIONS

2. CANOPY PLANS AND ELEVATIONS PROVIDED FOR GENERAL PURPOSES ONLY.

THE FULL CANOPY DESIGN AND INSTALLATION SHALL BE PROVIDED BY

CANOPY MANUFACTURER.

3. REFER TO CIVIL DRAWINGS FOR LOCATION AND TRUE NORTH, GRADE

SLOPES, AND STRIPING MARKS.

1 : 1002

ROOF PLAN

AE301

AE301

AE301

AE301

SUNSHADE

STEEL BEAMS, SEE

STRUCTURAL

PREFINISHED METAL WALL

PANEL OVER GIRT FRAMING

LIGHTING FIXTURE,

SEE ELECTRICAL

6200 6000 6000 6000 6200

30400

STRUCTURAL

FRAMING

LIGHTING FIXTURE,

SEE ELECTRICAL

LIGHTING FIXTURE,

SEE ELECTRICAL

STRUCTURAL COLUMN,

SEE STRUCTURAL

BEAM, SEE

STRUCTURAL

PREFINISHED

METAL WALL PANEL

COLUMN, SEE

STRUCTURAL

BEAM, SEE

STRUCTURAL

A

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-A-SUNS_RVT25.rvt

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REFLECTED CEILING PLAN

0 1051 2 3 4

1:100

1. REFLECTED CEILING PLAN SHOWN FOR LAYOUT AND COORDINATION

PURPOSES ONLY. COORDINATE MECHANICAL EQUIPMENT, ELECTRICAL

LIGHTING, AND FIRE PROTECTION WITH RESPECTIVE DRAWINGS.

2. FIXTURE LEGENDS- SEE EACH DISCIPLINE DRAWINGS.

3. STRUCTURAL FRAMING COMPONENTS SHALL BE SHOP PRIMED AND FINISHED

PER SPEC.

GROUND FLOOR

BO ROOF

B

AE301

AE301

GUTTER (TYP)

TOR

LIGHTNING PROTECTION

AIR TERMINAL (TYP)

2:12

DOWNSPOUT (TYP)

CONCRETE SLAB, SEE

STRUCTURAL

GRADE, SEE CIVIL

SPLASH BLOCK (TYP)

PREFINISHED METAL

WALL PANEL

STEEL COLUMN, PAINT

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

A

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

GROUND FLOOR

BO ROOF

123456

AE301

AE301

DOWNSPOUT (TYP)

TOR

LIGHTNING PROTECTION

AIR TERMINAL (TYP)

GUTTER (TYP)

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

SPLASH BLOCK (TYP)

GRADE, SEE CIVIL

STEEL COLUMN, PAINT

CONCRETE SLAB, SEE

STRUCTURAL

GROUND FLOOR

BO ROOF

1 2 3 4 5 6

AE301

AE301

TOR

LIGHTNING PROTECTION

AIR TERMINAL (TYP)

PREFINISHED

METAL WALL PANEL

GRADE, SEE CIVIL

STEEL FRAME -PAINT

CONCRETE SLAB,

SEE STRUCTURAL

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

GROUND FLOOR

BO ROOF

B

AE301

AE301

TOR

A

GUTTER (TYP)

DOWNSPOUT (TYP)

GRADE, SEE CIVIL

PREFINISHED METAL

WALL PANEL

STEEL COLUMN, PAINT

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

2:12

SPLASH BLOCK (TYP)

CONCRETE SLAB,

SEE STRUCTURAL

US Army Corps of Engineers®

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1 : 1003

BUILDING ELEVATION B

1 : 1002

BUILDING ELEVATION A

0 1051 2 3 4

1:100 1 : 1001

BUILDING ELEVATION C

1. REFER TO SA SERIES FOR EXTERIOR FINISHES.

2. REFERENCE ELECTRICAL DRAWINGS FOR DETAIL OF EXTERIOR LIGHTING.

1 : 1004

BUILDING ELEVATION D

US Army Corps of Engineers®

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SPECIFICATIONS NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-A-SUNS_RVT25.rvt

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1 2 3 4 5 6

AE301

AE301

CONCRETE SLAB,

SEE STRUCTURAL

SUNSHADE

STEEL COLUMN,

SEE STRUCTURAL

TOR

LIGHTING

FIXTURES, SEE

ELECTRICAL

FOUNDATION,

SEE STRUCTURAL

CONCRETE BEAM,

SEE STRUCTURAL

6200 6000 6000 6000 6200

PREFINISHED

METAL WALL PANEL

CONCRETE SLAB,

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

PREFINISHED

INSULATED METAL

ROOF ASSEMBLY

GROUND FLOOR

BO ROOF

B

AE301

AE301

SUNSHADE

STEEL COLUMNS AND

BEAMS, SEE STRUCTURAL

2:12

PREFINISHED INSULATED

METAL ROOF ASSEMBLY

TOR

LIGHTNING PROTECTION,

SEE ELECTRICAL

LIGHTING FIXTURES,

SEE ELECTRICAL

CONCRETE SLAB,

SEE STRUCTURAL

FOUNDATION,

SEE STRUCTURAL

GUTTER (TYP)

PREFINISHED

METAL WALL PANEL DOWNSPOUT (TYP)

A

GRADE, SEE CIVIL

SPLASH BLOCK (TYP)3

US Army Corps of Engineers®

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1 : 1001 LIGHTING PLAN - GROUND FLOOR

1.

2.

3.

FOR ELECTRICAL LEGEND, AND ABBREVIATION AND

EQUIPMENT MOUNTING HEIGHTS SEE SHEETS SE001 -

SE003 (STANDARD VOLUME).

FOR LIGHTING FIXTURE DETAILS AND SCHEDULE SEE

SE501 AND SE503 (STANDARD VOLUME) RESPECTIVELY.

LIGHT FIXTURES RATED FOR OUTDOOR USE AND OF THE

ENCLOSED GASKET TYPE. LIGHTS SHOULD BE

CONTROLLED FOR AUTOMATIC FULL ON VIA DUSK-DAWN

TIMER (SEE EP501 DETAIL 2).

WP WP WP WPWP W

P

STANCHION MOUNTED

POWER PANEL PPG1

(SEE EP501)

SURFACE MOUNTED

EXTERIOR

RECEPTACLE IN IP66

RATED ENCLOSURE.

MOUNTED +900mm

ABOVE GROUND (TYP)

SUNSHADE

ROUTE SURFACE MOUNTED IMC

RACEWAY ALONG STRUCTURAL

MEMBERS TO VERTICAL DROP

TO EACH RECEPTACLE (TYP)

PPG1-2

654321

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US Army Corps of Engineers®

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1 : 1001 POWER PLAN - GROUND FLOOR

1.

2.

3.

4.

FOR ELECTRICAL LEGEND, AND ABBREVIATION AND

EQUIPMENT MOUNTING HEIGHTS SEE SHEETS SE001 - SE003

(STANDARD VOLUME).

FOR ELECTRICAL ONE-LINE DIAGRAMS SEE SHEET EP-601.

COORDINATE ALL RECEPTACLES LOCATION AND HEIGHT

WITH CONTRACTING OFFICER BEFORE INSTALLATION.

CIRCUITS MUST TAKE THE MOST DIRECT PATH TO MINIMIZE

VOLTAGE DROP.

STRUT FOR MOUNTING

EQUIPMENT (TYP)

80mm RIGID GALVANIZED

STEEL PIPE CONCRETE

FILLED (TYP 2)

WP, RCD DUPLEX

RECEPTACLE

(IP66 ENCLOSURE)

LC-1

(IP66)

CONCRETE EQUIPMENT PAD

FINISHED GRADE

TO NEAREST

BUILDING PANEL

ON SITE - INSTALL

BASED ON ACTUAL

SITE CONDITIONS

TO SUNSHADE

LIGHTING

TYPICAL FOR

PPG1

(IP66)

MOUNT STANCHION FACING

GENERAL DIRECTION OF

THE UTILITY POINT OF

CONNECTION. EXACT

LOCATION MAY VARY.

FOR LIGHTING CONTACTOR

CONTROL DIAGRAM SEE

SE504 DETAIL 2, DUSK-

DAWN TIMER

MOUNT PANEL

+1200mm ABOVE

GROUND TO BOTTOM

US Army Corps of Engineers®

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NTS1 STANCHION MOUNTED PANEL DETAIL

SUNSHADE

PPG1

TO FACILITY D, MSWA, LP2

SEE FACILITY D, EP602

1 SETS OF (2) 1/C-50mm2 CU/XLPE/PVC + 1-16mm2 G 53mm PVC

SCH 40 TRANSITION TO IMC/EMT ABOVE GROUND

1- 16mm2 CU/PVC GROUNDING ELECTRODE

CONDUCTOR IN YELLOW-GREEN SHEATH

US Army Corps of Engineers®

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-E-SUNS_RVT25.rvt

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NTS1 ONE-LINE DIAGRAM

1.

2.

3.

FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE SHEETS SE001 - SE003

(STANDARD VOLUME).

PROVIDE LOCKABLE BREAKER FOR ALL SPECIAL SYSTEMS EQUIPMENT

(IDS, ACS, CCTV AND FACP).

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.

Notes:

Total Dem. Load with 15% Spare: 2608 VA

Total Conn. Load with 15% Spare: 2608 VA Total Est. Demand: 9 A

Total Conn.: 9 A Total Est. Demand: 2268 VA

Lighting 200 VA 100.00% 200 VA Total Conn. Load: 2268 VA Receptacle 2070 VA 100.00% 2070 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 9 A Total Load: 2268 VA

11 Space -- 1 -- -- 1 -- Space 12 9 Space -- 1 -- -- 1 -- Space 10 7 Spare 16 A 1 0 VA 0 VA 1 16 A Spare 8 5 Spare 16 A 1 0 VA 0 VA 1 16 A Spare 6 3 SPD 20 A 1 0 VA 0 VA 1 16 A Spare 4 1 SUNSHADE LIGHTING 4 4 21 16 A 1 200 VA 2070 VA 1 20 A 21 4 4 EXTERIOR RECEPTACLES 2

CKT Circuit Description Cond mm2 Gnd mm2 Conduit mm Trip Poles R R

Poles Trip Conduit mm Gnd mm2 Cond mm2 Circuit Description CKT

Enclosure: IP66 Frequency: 50 Hz MCB Rating: 60 A Mounting: Surface Wires: 2 Mains Rating: 60 A

Supply From: Phases: 1 Mains Type: MAIN CB Location: Volts: 240 A.I.C. Rating: 22kAIC

Branch Panel: PPG1

MSWA FACILITY D, PARKING LOT

FACILITY D, EMDPD

SUNSHADE

1 4

PPG1

3 5

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1 : 1001 GROUNDING PLAN - GROUND FLOOR

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FOR ELECTRICAL LEGEND, AND ABBREVIATION SEE SHEETS

SE001 - SE003 (STANDARD VOLUME).

PROVIDE LIGHTNING PROTECTION IN ACCORDANCE WITH

NFPA 780.

SEE SE500 SERIES DRAWINGS FOR GROUNDING AND

LIGHTNING PROTECTION DETAILS.

BOND ALL METALLIC PIPING, ETC. AT THE SERVICE.

GROUND RING SHALL BE LOCATED 1500 mm 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.

THE RESISTANCE BETWEEN EARTH ELECTRODES AND THE

GENERAL MASS OF EARTH SHALL NOT EXCEED TEN (10) OHM.

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) OHM OR LESS TO GROUND.

SYSTEM GROUNDING SHALL FOLLOW BS7671, TN-S

GROUNDING METHOD.

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120 mm² COPPER MAIN GROUND RING.

70 mm² BARE STRANDED CLASS 1 COPPER CONDUCTOR

CONCEAL CONDUCTORS IN PVC CONDUIT (TYP).

INSTALL GROUND TEST WELL (TYP 2). SEE GROUNDING

STANDARD DETAILS ON SHEET SE-521.

INSTALL 19mm X 3M COPPER-CLAD STEEL GROUND ROD

(TYP).

COPPER LIGHTNING PROTECTION DOWN CONDUCTOR

FROM ROOF TERMINAL (TYP 2). SEE EG102.

GROUNDING ELECTRODE CONDUCTOR, 10mm2 CU WITH

YELLOW GREEN SHEATH.

70mm 2 COPPER DOWN CONDUCTOR IN CONCEAL IN 53mm CONDUIT CONNECT DIRECT

BURIED CABLE TO GROUND GRID (TYP)

SEE EG101

AIR TERMINAL

10MM X 600MM SOLID

COPPER (TYP)

COPPER LIGHTNING PROTECTION

CONDUCTOR 70 mm2 CROSS

SECTIONAL AREA (TYP)

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\G1 - SUNSHADE - SINGLE ROW\KU-509974-2G1-DM-E-SUNS_RVT25.rvt

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1 : 1001 LIGHTNING PROTECTION PLAN - ROOF

0 1051 2 3 4

1:100

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FOR ELECTRICAL LEGEND, SYMBOLS AND ABBREVIATION

SEE SE001 - SE003 (STANDARD VOLUME).

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.

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.