VOL 9 OF 14_FACILITY J_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\J - POL SHED\KU-509974-2J-DM-G-POLS_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 J - POL SHED

SHEET

ID

FILE NAME REV. NO.

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NO.

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GENERAL

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

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

GI041 KU-509974-2J-GI041 BUILDING CODE AND LIFE SAFETY ANALYSIS

GI101 KU-509974-2J-GI101 LIFE SAFETY PLAN - GROUND FLOOR

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

SF501 KU-509974-2-SF501 STRUCTURAL DETAILS

ARCHITECTURAL

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

AB101 KU-509974-2J-AB101 AIR BARRIER PLAN - GROUND FLOOR

AB301 KU-509974-2J-AB301 AIR BARRIER SECTION

AE101 KU-509974-2J-AE101 FLOOR PLAN - GROUND FLOOR

AR111 KU-509974-2J-AR111 REFLECTED CEILING PLAN - GROUND FLOOR

AE111 KU-509974-2J-AE111 FLOOR PLAN - ROOF

AE201 KU-509974-2J-AE201 BUILDING ELEVATIONS

AE202 KU-509974-2J-AE202 BUILDING ELEVATIONS

AE301 KU-509974-2J-AE301 BUILDING SECTION

AE302 KU-509974-2J-AE302 WALL SECTIONS

AE601 KU-509974-2J-AE601 DOOR SCHEDULE AND DETAILS

AE901 KU-509974-2J-AE901 PERSPECTIVE VIEWS

INTERIORS

IN101 KU-509974-2J-IN101 FINISH PLAN - GROUND FLOOR

IF101 KU-509974-2J-IF101 FURNITURE PLAN - GROUND FLOOR

IG101 KU-509974-2J-IG101 SIGNAGE PLAN - GROUND FLOOR

FIRE PROTECTION

FA101 KU-509974-2J-FA101 FIRE ALARM SYSTEM PLAN - GROUND FLOOR

FA601 KU-509974-2J-FA601 FIRE ALARM SYSTEM SCHEDULES, DETAILS AND DIAGRAMS

FX101 KU-509974-2J-FX101 FIRE SUPPRESSION PLAN - GROUND FLOOR

FX301 KU-509974-2J-FX301 SPRINKLER SYSTEM - GROUND FLOOR - SECTION VIEWS

MECHANICAL

MH101 KU-509974-2J-MH101 MECHANICAL PLAN - GROUND FLOOR

ELECTRICAL

EL101 KU-509974-2J-EL101 ELECTRICAL PLAN - GROUND FLOOR AND ROOF

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

1. PROJECT'S APPLIED CODES & STANDARDS:

2. BUILDING CODE REQUIREMENTS:

A. COMPLIANCE:

1) CONTRACTOR AWARDED THIS PROJECT IS REQUIRED TO COMPLY WITH KUWAIT REGULATIONS AND ANY OTHER APPLICABLE CODES, STANDARDS, AND

REQUIREMENTS.

2) THE FIRE AND LIFE SAFETY DESIGN DRAWING ARE CONCEPTUAL IN NATURE. CONTRACTOR DESIGN WORKING "SHOP" DRAWINGS MUST COMPLY WITH

KUWAIT REQUIREMENTS AND ANY OTHER APPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

B. INTERNATIONAL CODE COUNCIL: "ICC"

1) IBC-2021 INTERNATIONAL BUILDING CODE. "IBC"

C. NATIONAL FIRE PROTECTION ASSOCIATION: "NFPA" AND/OR AS REFERENCED BY KFF.

1) NFPA 1-2024 FIRE CODE.

2) NFPA 4-2024 STANDARD FOR INTEGRATED FIRE PROTECTION AND LIFE SAFETY TESTING.

3) NFPA 10-2022 STANDARD FOR PORTABLE FIRE EXTINGUISHERS.

4) NFPA 13-2022 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.

5) NFPA 24-2022 STANDARD FOR THE INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES.

6) NFPA 70-2023 NATIONAL ELECTRICAL CODE.

7) NFPA 72-2022 FIRE ALARM AND SIGNALING CODE.

8) NFPA 170-2024 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS.

9) NFPA 241-2022 STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS

D. STATE OF KUWAIT:

1) KFF KUWAIT FIRE FORCES "KFF" REQUIREMENTS FOR SAFETY AND FIRE PREVENTION.

2) KMOD KUWAIT MINISTRY OF DEFENCE.

3) MEP KUWAIT MILITARY ENGINEERING PROJECTS.

4) MPW KUWAIT MINISTRY OF PUBLIC WORKS.

5) MEW KUWAIT MINISTRY OF ELECTRICITY AND WATER.

E. UNIFIED FACILITIES CRITERIA: "UFC" AS APPLICABLE REFERENCE OR GUIDANCE:

"ALL UFC'S ARE FOR GUIDANCE AND WHEN LOCAL CODES DO NOT ADDRESS THE REQUIREMENT"

1) UFC 1-200-01-2022, CHANGE 3: (FEB24): DOD BUILDING CODE.

2) UFC 3-600-01-2016, CHANGE 6: (MAY21): FIRE PROTECTION ENGINEERING FOR FACILITIES.

F. UNIFIED FACILITIES GUIDE SPECIFICATIONS: “UFGS”: AS APPLICABLE REFERENCE OR GUIDANCE:

1) UFGS 01 33 00: SUBMITTAL PROCEDURES.

2) UFGS 10 44 16: FIRE EXTINGUISHERS.

3) UFGS 21 13 13: WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION.

4) UFGS 28 31 70: INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE.

G. UNITED STATES ARMY CORPS OF ENGINEERS: “USACE”

1) DIM-2022 DESIGN INSTRUCTIONS MANUAL: "USACE” MIDDLE EAST DISTRICT “MED”

2) EM ENGINEERING MANUAL “EM” 385-1-1:SAFETY AND HEALTH REQUIREMENTS:

H. DEFINITIONS:

THE DEFINITIONS CONTAINED IN THIS DOCUMENT SHALL APPLY TO THE TERMS USED IN THIS AND ALL REFERENCED DOCUMENTS. WHERE TERMS ARE NOT DEFINED WITHIN DRAWINGS, SPECIFICATIONS AND REFERENCES, THE DEFINITIONS SHALL BE DEFINED USING THEIR ORDINARILY ACCEPTED MEANINGS WITHIN THE CONTEXT IN WHICH THEY ARE USED. MERRIAM-WEBSTER’S COLLEGIATE DICTIONARY, 11TH EDITION, SHALL BE AN EXAMPLE (AND ONLY ONE OF MANY

EXAMPLES) OF WHERE TO FIND THE ORDINARILY ACCEPTED MEANING.

REFERENCES ARE NOT ALL INCLUSIVE.

**BUILDING AND LIFE SAFETY CODE REQUIREMENTS MEETS OR EXCEEDS KFF REQUIREMENTS AND ARE PROVIDED WITHIN EACH SPECIFIC SECTION AS:

REQUIRED/ALLOWABLE AND PROVIDED/ACTUAL.

A. OCCUPANCY CLASSIFICATION:

1) KFF VOLUME 1, CHAPTER 4, ELEVENTH: STORAGE: "WAREHOUSE - MEDIUM RISK"

B. CONSTRUCTION TYPE:

1) KFF VOLUME 1, CHAPTER 5, TABLE NO. 5-1: TYPE: SECOND TYPE, FIRE RESISTANCE: 1-2 HOURS:

C. MIXED USE & OCCUPANCY: NOT APPLICABLE:

D. BUILDING HEIGHTS AND AREA

IBC CHAP. 5, TABLES 504.3, 504.4 & 506.2:

1) HEIGHT: HEIGHT IN METERS: (M) ALLOWABLE: 26 ACTUAL: 5.1

HEIGHT IN STORIES: ALLOWABLE: 5 ACTUAL: 1

2) AREA: IBC 2021, TABLE 506.2: SQUARE METER: (SM) ALLOWABLE: 9662 ACTUAL: 230

AREA FACTOR INCREASE FOR FRONTAGE DISTANCE: ALLOWABLE: YES ACTUAL: N/A

E. FIRE RESISTIVE REQUIREMENTS:

1) IBC-2021 SECTION 602, TABLES 601, 602 & 705.5: TYPE IIA (SECOND TYPE) CONSTRUCTION: RATING IN HOURS:

PRIMARY STRUCTURAL FRAME: REQUIRED: 1 PROVIDED: 1

EXTERIOR BEARING WALLS: REQUIRED: 1 PROVIDED: 1

INTERIOR BEARING WALLS: REQUIRED: 1 PROVIDED: 1

EXTERIOR NONBEARING WALLS/PARTITIONS: KFF VOLUME 1, CHAPTER 5,TABLE NO. 5-2

INTERIOR NONBEARING WALLS/PARTITIONS: REQUIRED: 0 PROVIDED: 0

FLOOR CONSTRUCTION & SECONDARY STRUCTURAL MEMBERS: REQUIRED: 1 PROVIDED: 1

ROOF CONSTRUCTION & SECONDARY STRUCTURAL MEMBERS: REQUIRED: 1 PROVIDED: 1

2) KFF VOLUME 1, CHAPTER 5, SECOND, TABLE NO. 5-2: EXTERIOR BEARING AND NONBEARING EXTERIOR WALLS:

RISK DETERMINATION AND OCCUPANCY > 9 M: REQUIRED: >9 PROVIDED: >9

FIRE-RATING IN HOURS: REQUIRED: 0 PROVIDED: 0

3) HAZARDOUS MATERIALS STORAGE

I. KFF VOLUME 4: REMAIN BELOW MAXIMUM PERMISSIBLE CAPACITY REQUIRED: YES PROVIDED: YES

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS:

1) FIRE ALARM SYSTEMS(S): "FIRE ALARM REPORTING WILL BE LOCAL ALARM ONLY PER KAF" KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8 MANUAL AND AUTOMATIC FIRE WARNING SYSTEMS: REQUIRED: YES PROVIDED: YES

2) FIRE SUPPRESSION SYSTEMS:

I. AUTOMATIC SPRINKLER SYSTEM:

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8: REQUIRED: YES PROVIDED: YES

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S):

A) FOAM-WATER SYSTEMS:

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8: REQUIRED: NO PROVIDED: NO

B) INTERNAL FIRE HOSE NETWORK: AREA <2000 SM

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8: AREA >2000 SM:

25 MM RUBBER HOSE AND HOSE CABINET: REQUIRED: YES PROVIDED: YES

STANDPIPE SYSTEM WITH 38 MM HOSE STATIONS: REQUIRED: NO PROVIDED: NO

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY:

1) KFF VOLUME 1, CHAPTER 4, ELEVENTH: STORAGE: "WAREHOUSE - MEDIUM RISK"

B. OCCUPANT LOAD: OCCUPANT LOAD FACTOR = PER PERSON (PP); ACTUAL NUMBER = PERSONS:

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2: STORAGE GROSS AREA (230 SM/45 PER PERSON (P/P): ALLOWABLE: 6 ACTUAL: 6

C. CAPACITY OF MEANS OF EGRESS: *KFF MINIMUM DOOR SIZE IS 850 MM:

1) KFF VOLUME 1, CHAPTER 6, SECOND, TABLE 6-1: STAIRWAYS: OCCUPANT LOAD (OL) X 7.6 MM (=MM) ALLOWABLE: N/A ACTUAL: N/A

OTHER: LEVEL COMPONENTS AND RAMPS: OL X 5.1 MM ALLOWABLE: 1500 ACTUAL: N/A

2) KFF VOLUME 1, CHAPTER 6, THIRTEENTH: NOT LESS THAN 1500 MM FOR MAIN CORRIDORS AND 1200 MM FOR SECONDARY CORRIDORS.

D. NUMBER OF EXITS:

1) KFF VOLUME 1, CHAPTER 6, THIRD: NOT LESS THAN (2) SEPARATE EXITS: REQUIRED: NO PROVIDED: YES

PERMITTED TO HAVE A SINGLE EXIT SINCE ALL OF THE FOLLOWING REQUIREMENTS ARE MET:

1. THE SINGLE EXIT DISCHARGES DIRECTLY OUTSIDE AT THE LEVEL OF EXIT DISCHARGE.

2. TOTAL TRAVEL DISTANCE INCLUDING WITHIN THE EXIT DOES NOT EXCEED 30 M.

3. THE TOTAL TRAVEL DISTANCE IS ON THE SAME STORY.

E. ARRANGEMENT OF MEANS OF EGRESS:

1) KFF VOLUME 1, CHAPTER 6, FOURTH: EXITS SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-THIRD THE

LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE BUILDING (21.5 M):

REQUIRED: 7.2 M PROVIDED: 18.8 M

F. TRAVEL DISTANCE TO EXIT:

1) KFF VOLUME 1, CHAPTER 17, SECOND:

COMMON PATH TRAVEL: (CPT) (ONE-WAY): ALLOWABLE: 27 ACTUAL: NA

TRAVEL DISTANCE: (TD) (TWO-WAY): ALLOWABLE: 45 ACTUAL: 14

2) KFF VOLUME 1, CHAPTER 6, SECTION 17: DEAD END: (DE) (CLOSED END) ALLOWABLE: 7 ACTUAL: NA

3) EMERGENCY AND EXIT LIGHTS: KFF VOLUME 6, CHAPTER 8 AND VOLUME 2, PART 3: REQUIRED: YES PROVIDED: YES

G. INTERIOR FINISH & ROOF CLASSIFICATION LIMITS: KFF NOT ADDRESSING SUBJECT

1) IBC-2021 TABLE 803.13 INTERIOR WALL AND CEILING FINISH:

STORAGE: (CLASS A, B OR C) - SPRINKLERED:

INTERIOR STAIRS, RAMPS, AND PASSAGES: ALLOWABLE: C ACTUAL: C

CORRIDORS ACCESS STAIR/RAMPS: ALLOWABLE: C ACTUAL: C

ROOMS AND ENCLOSED SPACES: ALLOWABLE: C ACTUAL: C

2) IBC-2021, SECTION 804.4.2 FLOOR FINISH:CLASS I OR II: FLOOR FINISH: SPRINKLERED ALLOWABLE: II ACTUAL: II

3) IBC-2021: TABLE 1505.1, ROOF COVERING CLASS A, B OR C: ROOF COVERING CLASSIFICATION: ALLOWABLE: C ACTUAL: C

H. ACCESSIBILITY: KUWAIT UNIVERSAL DESIGN CODE:

**BUILDING AND LIFE SAFETY CODE REQUIREMENTS MEETS OR EXCEEDS KFF REQUIREMENTS.

4. CODE COMPLIANCE SITE DESIGN:

THE KUWAIT MINISTRY OF DEFENSE (KMOD), KUWAIT AIR FORCE (KAF) APACHE ALERT MISSION COMPLEX CODE COMPLIANCE SITE PLAN IS PRESENTED IN THE SITE DESIGN DRAWING SHEETS UNDER GI101, GI117, GI122, GI126, GI127, GI128, GI131, GI132, GI133 AND GI134.

**BUILDING AND LIFE SAFETY CODE REQUIREMENTS MEETS OR EXCEEDS KFF REQUIREMENTS.

2. BUILDING CODE REQUIREMENTS: (CONTINUED)

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS: (CONTINUED)

3. EXTINGUISHING SYSTEM(S):

I. PORTABLE FIRE EXTINGUISHERS:

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8 AND VOLUME 2, PART THREE, CHAPTER 1: REQUIRED: YES PROVIDED: YES

II. CLEAN AGENT EXTINGUISHING SYSTEMS:

KFF VOLUME 2, CHAPTER 7, SECTION 3/8/4, 1/3/8/4: REQUIRED: NO PROVIDED: NO

4. SMOKE VENTILATION AND EXHAUST SYSTEM(S):

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 5, CHAPTER 3, SMOKE VENTILATION AND EXHAUST SYSTEMS: REQUIRED: NO PROVIDED: NO

G. FIRE PROTECTION GENERAL NOTES AND DETAILS:

1- SEE STANDARD DRAWINGS F001, F002, F501 AND OTHER FACILITY DRAWINGS:

**BUILDING AND LIFE SAFETY CODE REQUIREMENTS MEETS OR EXCEEDS KFF REQUIREMENTS.

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GENERAL NOTES

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LIFE SAFETY PLAN - GROUND FLOOR

PATH OF EGRESS

TRAVEL DISTANC TYPE

(CPT, TD, DE)

TRAVEL DISTANCE ROUTE

(A, B, C, ETC.) ALLOWABLE (MM) ACTUAL (MM)

TD A 45000 13705

TD B 45000 12278

OCCUPANT LOAD

ROOM

NUMBER ROOM NAME AREA USE GROUP OLF [m² / PERSON] OCCUPANT LOAD

101 POL STORAGE 230 m² STORAGE 45 6

TOTAL OCCUPANT LOAD

0 52.50.5 1.0 1.5 2.0

1:50

PLAN NORTH

1. CONTRACTOR AWARDED THIS PROJECT IS REQUIRED TO

COMPLY WITH KUWAIT REGULATIONS AND ALL OTHER

PPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

2. ALL FIRE AND LIFE SAFETY DRAWING ARE CONCEPTUAL IN

NATURE. CONTRACTOR DESIGN "SHOP" DRAWINGS MUST

COMPLY WITH KUWAIT REQUIREMENTS AND ALL OTHER

APPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

DURING WORKING DESIGN AND INSTALLATION OF

SPRINKLERS AND FIRE ALARM, ENSURE SPRINKLERS AND

FIRE ALARM DEVICES ARE NOT OBSTRUCTED BY BUILDING

COMPONENTS OR ANY OTHER SERVICE COMPONENTS (E.G.,

PIPES, SEWAGE, ELECTRICAL, ETC.)

3. FOR APACHE ALERT MISSION COMPLEX EXTINGUISHING

SYSTEMS, FIRE PROTECTION, FIRE ALARM, LIFE SAFETY

AND SUPPRESSION SYSTEM STANDARD DETAILS, LEGENDS,

AND SYMBOLS SEE STANDARD DETAILS SHEETS SF001,

SF002, SF003, SF501, SF502, AND SPECIFIC FACILITY

DRAWINGS.

4. FOR EXIT AND EMERGENCY LIGHTS REFER TO THE

ELECTRICAL DRAWINGS.

5. HAZARDOUS MATERIALS STORAGE SHALL REMAIN BELOW

MAXIMUM PERMISSIBLE CAPACITY.

TRAVEL DISTANCE (TD)

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE (GREATER THAN

ONE THIRD DIAGONAL DISTANCE)

FIRE HOSE CABINET (FHC) - 25 MM FIRE HOSE

REEL IN A CABINET

FIRE DEPARTMENT CONNECTION (BREECHING

INLET)

BOLLARDS

POST INDICATOR VALVE (PIV)

DRY POWDER FIRE EXTINGUISHER IN A

CABINET

EXIT SIGN

FHC

LEGEND

FEC

1. PIV AND BOLLARDS LOCATIONS SHOWN FOR REFERENCE

ONLY. ACTUAL LOCATIONS MUST BE COORDINATED BY

INSTALLING CONTRACTOR AND COMPLY WITH KFF

REQUIREMENTS. WHEN NOT ADDRESSED BY KFF, NFPA 24

REQUIREMENTS SHALL APPLY. SEE SITE FIRE WATER

SHEET FS127 FOR MORE DETAILS.

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE

WIND AREA,

M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

4 1.12 -1.21

0.95 -1.05

0.84 -0.93

-1.49

-1.26

-1.16

-0.93

1.00 -1.10

0.93

4.65

9.29

46.45

C&C ROOF WIND PRESSURE (kPa)

ZONE POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

1 0.77 -1.95

0.77

0.77

0.77

-1.87

-1.84

-1.22

-2.57

-2.05

-1.84

-1.32

-3.50

-2.60

-2.22

1'

1'

1'

-1.95

1'

-1.87

-1.84

-1.22

EFFECTIVE

WIND AREA,

M²

1.12

0.95

0.84

1.00

0.93

4.65

9.29

46.45

0.93

4.65

9.29

46.45

0.93

4.65

9.29

46.45

0.93

4.65

9.29

46.45

0.93

4.65

9.29

46.45

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77 -1.32

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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, 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, 2020

AWS D1.8 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT, 2016

2. DESIGN LOAD CRITERIA:

RISK CATEGORY : IV

ROOF DEAD LOAD: SELF WEIGHT + 0.5kPa 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: 1.5

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: D

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: 0.152

DESIGN BASE SHEAR, V: 0.152W (W = SEISMIC WEIGHT)

LONGITUDINAL DIRECTION:

LATERAL FORCE RESISTING SYSTEM STEEL SPECIAL CONCENTRICALLY BRACED FRAMES

RESPONSE MODIFICATION FACTOR, R: 6.0

SYSTEM OVERSTRENGTH FACTOR: 2.0

DEFLECTION AMPLIFICATION FACTOR, Cd: 5 SEISMIC RESPONSE COEFFICIENT, Cs: 0.089

DESIGN BASE SHEAR, V: 0.089W (W = SEISMIC WEIGHT)

WIND LOAD:

BASIC WIND SPEED, V: 174 KPH

EXPOSURE CATEGORY: C

IMPORTANT FACTOR, Iw: 1.00 INTERNAL PRESSURE COEFFICIENT, GCpi: +/-0.18 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. 30.3-1 & 30.3-2

3. DISTANCE (a) = 1500 mm.

4. 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.

B.5

A

1 2 3

D

CF1

CC1

CF1

CC1

650 7850 7850 650

B

C

CF1

CC1

CF1

CC1

CF1

CF1

CC1

CF1

CF1

CC1

CF1

CC1

SF201

SF201

CF1

CC1

GB1,

TYP

SF301

SF301

SF301

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0 52.50.5 1.0 1.5 2.0

1:50

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 AND GRADE BEAM

= 0000 (TYP UNO).

1 : 501

FOUNDATION PLAN

1 2 3

D

B

C

SF201

SF201

200MM CONCRETE SLAB

ON GRADE W/ D13 AT

400MM O/C EW

T/SOG = 0000

ISOLATION JOINT,

TYP

650 7850 7850 650

SF301

SF301

SF301

SF301

1460 THICKENED SLAB, TYP

200 MM CONCRETE SLAB. SEE DETAIL

1A/SS501 FOR SPECIFICS. SEE ARCH FOR

DIMENSIONS AND SLOPE.

1 TYP

TYP

3TYP

GENERAL NOTE #7, TYP

150MM X 900MM LG BOLLARD, SEE DETAIL 2/SS501.

MECHANICAL EQUIPMENT PAD W/ D16 AT 250mm TOP

AND BOTTOM, SEE DETAIL 2/SS510. REFER TO MECH

DRAWINGS FOR EQUIPMENT SIZE.

SEE DETAIL 1/SS504 FOR ADDITIONAL REINFORCEMENT

AT COLUMN BLOCKOUT, TYP.

200MM CONCRETE STOOP, SEE DETAIL 1A/SS501.

150MM CONCRETE STOOP W/ D16 AT 200MM O/C PLACED

AT TOP 1/3 OF SLAB THICKNESS, SEE DETAIL 1B/SS501.

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FLOOR PLAN - GROUND FLOOR

PLAN NORTH

0 52.50.5 1.0 1.5 2.0

1:50

1. REFER TO GENERAL NOTES SHEETS SS001 TO SS004 FOR

ADDITIONAL STRUCTURAL NOTES AND FOUNDATION

REQUIREMENTS.

2. TOP OF CONCRETE PIER ELEVATIONS AND GRADE BEAM =

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

4600MM O/C IN BOTH DIRECTIONS. REFER TO 1/SS502 FOR

CONSTRUCTION JOINT AND CONTROL JOINT DETAILS.

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 41.87 86.533 -1.555 14.764 27.109 -0.542 -10.256 -6.135 -0.184 0.568 13.049 -13.075 -16.823 -10.06 -0.302 1.383 31.773 -31.833

D-1 78.007 153.641 1.556 29.352 54.011 0.542 -14.501 -7.756 0.203 -0.021 -12.432 -9.449 -23.788 -12.718 0.333 -0.051 -30.27 -23.012

A-2 41.868 85.3 0 14.763 27.109 0 -10.239 -6.11 0 -0.562 -0.617 -0.266 -16.796 -10.02 0 -1.369 -1.503 -0.648

D-2 -41.87 86.533 -1.555 -14.764 27.109 -0.542 -8.606 6.125 -0.104 -0.568 13.049 -13.075 -14.107 10.044 -0.17 -1.383 31.773 -31.833

A-3 -78.007 153.641 1.556 -29.352 54.011 0.542 -11.237 7.776 0.085 0.021 -12.432 -9.449 -18.419 12.751 0.139 0.051 -30.27 -23.012

D-3 -41.868 85.3 0 -14.763 27.109 0 -8.589 6.1 0 0.562 -0.617 -0.266 -14.08 10.003 0 1.369 -1.503 -0.648

COLUMN

GRID

NLX NLZ

FX (KN) FY (KN) FZ (KN) FX (KN) FY (KN) FZ (KN)

A-1 -0.391 -0.234 -0.007 0.03 0.691 -0.692

D-1 -0.552 -0.296 0.008 -0.001 -0.658 -0.5

A-2 -0.39 -0.233 0 -0.03 -0.033 -0.014

D-2 -0.328 0.233 -0.004 -0.03 0.691 -0.692

A-3 -0.429 0.296 0.003 0.001 -0.658 -0.5

D-3 -0.328 0.233 0 0.03 -0.033 -0.014

Y

XZ

STIRRUPS

A-BARS

C-BARS

B-BARS

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COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS LONGITUDINAL REINFORCEMENT TRANSVERSE REINFORCEMENT

REMARKSWIDTH (W) LENGTH (L)

THICKNESS

(T) QTY SIZE QTY SIZE

CF1 2800 2800 400 11 D16 11 D16 180 DEGREE HOOK @ LONGITUDINAL AND

TRANSVERSE REINFORCEMENT

CONCRETE PIER SCHEDULE

MARK WIDTH (W) LENGTH (L)

REINFORCEMENT

REMARKS

LONGITUDINAL TIES

REBAR

SIZE QTY

REBAR

SIZE SPACING

CC1 500 500 D22 8 D10 @ 200 O/C 90 DEGREE HOOK @ LONGITUDINAL

REINFORCEMENT

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.

GRADE BEAM SCHEDULE

MARK

DIMENSIONS A-BARS B-BARS C-BARS STIRRUPS

REMARKSWIDTH DEPTH

REBAR

SIZE QUANTITY

REBAR

SIZE QUANTITY

REBAR

SIZE QUANTITY

REBAR

SIZE SPACING

GB1 400 1100 D25 5 D25 4 D25 5 D10 @ 500 O/C

1 2

ROOF FRAMING BY MBS

D

B

C

7850 7850

SF201

SF201

BRACING BY MBS

BRACING BY MBS

SF301

SF301

SF301

SF301

GIRTS BY MBS, TYP

US Army Corps of Engineers®

SHEET ID

U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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FRAMING PLAN - ROOF

PLAN NORTH

0 52.50.5 1.0 1.5 2.0

1:50

1. MBS ENGINEER TO DESIGN ROOF INSULATED METAL PANELS TO

SUPPORT ALL LOADS LISTED IN THE GENERAL NOTES. REFER TO

ARCH FOR ROOFING MATERIALS.

2. REFER TO ARCH FOR TOP OF ROOF ELEVATIONS.

( _______________ ) INDICATES A MOMENT CONNECTION3.

APPROX. T.O.R.

EAVE

T/SOG

T/FTG

-1100

B.5A

SF301

SF301

DB C

NOTE:

ALL STRUCTURAL SHAPES ARE

FOR PRESENTATION ONLY

CONCRETE FOOTING,

TYP, REFER TO PLAN

GRADE BEAM, REFER

TO PLAN

STEEL WIND

COLS BY MBS

STEEL COL AND

BEAMS BY MBS,

TYP

PURLINS

BY MBS,

TYP

WIND GIRTS

BY MBS,

TYP

T/WALL

14600

MECHANICAL

EQUIPMENT PAD,

REFER TO PLAN

APPROX. T.O.R.

EAVE

T/SOG

T/FTG

-1100

1 2

SF301

SF301 3

NOTE:

ALL STRUCTURAL SHAPES ARE

FOR PRESENTATION ONLY

STEEL BRACING

BY MBS, TYP

GRADE BEAM, REFER

TO PLAN

CONCRETE FOOTING,

TYP, REFER TO PLAN

STEEL COL BY

MBS, TYP

WIND GIRTS BY

MBS, TYP

PURLINS BY MBS,

TYP

STEEL BEAM BY

MBS, TYP

16610

T/WALL

MECHANICAL

EQUIPMENT PAD,

REFER TO PLAN

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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BUILDING ELEVATION - TRANSVERSE

1 : 501

BUILDING ELEVATON - LONGITUDINAL

0 52.50.5 1.0 1.5 2.0

1:50

APPROX. T.O.R.

EAVE

T/SOG

T/FTG

-1100

B.5A

SF301

SF301

DB C

NOTE:

ALL STRUCTURAL SHAPES ARE

FOR PRESENTATION ONLY

CONCRETE PIER, TYP,

REFER TO PLAN

CONCRETE FOOTING,

TYP, REFER TO PLAN

CONCRETE GRADE

BEAM, TYP, REFER

TO PLAN

STEEL COL AND BEAMS BY

MBS, TYP

WIND GIRTS

BY MBS, TYP

STEEL PURLINS

BY MBS, TYP

CONCRETE SLAB ON

GRADE, REFER TO PLAN

STEEL BEAM BY MBS, TYP

STEEL BRACING

BY MBS, TYP

T/WALL

14600

MECHANICAL

EQUIPMENT PAD,

REFER TO PLAN

APPROX. T.O.R.

EAVE

T/SOG

T/FTG

-1100

1 2

SF301

SF301

CONCRETE PIER, TYP,

REFER TO PLAN

CONCRETE FOOTING,

TYP, REFER TO PLAN

CONCRETE SLAB ON

GRADE, REFER TO PLAN

NOTE:

ALL STRUCTURAL SHAPES ARE

FOR PRESENTATION ONLY

CONCRETE GRADE

BEAM, TYP, REFER

TO PLAN

PURLINS BY MBS, TYP

WIND GIRTS

BY MBS, TYP

16610

T/WALL

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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BUILDING SECTION - TRANSVERSE

1 : 501

BUILDING SECTION - LONGITUDINAL

0 52.50.5 1.0 1.5 2.0

STEEL COL AND BEAM BY MBS, TYP

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

TYP

GL

12mm ISOLATION JOINT

CMU WALL, REFER TO

SHEETS SS506, SS507,

AND SS512 FOR

SPECIFICS

CONCRETE GRADE

BEAM, REFER TO

PLAN

REFER TO PLAN

TYP

T/SOG

SOG REINFORCEMENT,

REFER TO PLAN

REBARS TO MATCH SOG REINF.

CONCRETE SOG, REFER TO PLAN

REFER TO PLAN

REFER TO PLAN

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

CMU WALL, REFER TO SHEETS SS506,

SS507, AND SS512 FOR SPECIFICS

CONCRETE PIER, REFER TO PLANS FOR SPECIFICS

R E

T O

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"T

T/SOG AND T/PIER

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-1100

CONCRETE GRADE

BEAM, REFER TO PLAN

(4) D12 ANCHOR TIES (3-

SPACES) @ 75MM

EQ EQ

CL FTG

CL PIER

REFER TO PLAN

CONCRETE FOOTING, REFER

TO PLANS FOR SPECIFICS

ROUGHEN SURFACE

TO 6mm AMPLITUDE

PIER REINFORCEMENT, REFER TO SCHEDULES

ANCHOR BOLTS,

CONFIGURATION AND

QUANTITY BY MBS

SOG REINFORCEMENT, REFER TO PLAN

CONCRETE SOG, REFER TO PLAN

575 TYP

REFER TO PLAN

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 ISOLATION

JOINT, TYP

US Army Corps of Engineers®

SHEET ID

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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TYPICAL PIER DETAIL

1 : 202

TYPICAL SECTION AT WALL

1 : 203

TYPICAL SECTION AT TAPERED COL FTG

0 0.2 10.4 0.6 0.8 2

1:20

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. APPLY MEMBRANE SHEET WATERPROOFING TO ALL

CONCRETE SURFACES IN CONTACT WITH SOIL.

5. REFER TO 5/SS502 FOR TYPICAL SLAB ON GRADE - SINGLY

REINFORCED DETAIL.

6. REFER TO 2/SS502 FOR TYPICAL SLAB-ON-GRADE

ISOLATION JOINT DETAIL.

7. REFER TO 1/SS504 FOR TYPICAL COLUMN BLOCKOUT

DETAIL.

8. REFER TO DETAIL 1/SS511 FOR EXTERIOR WALL DETAILS

AND GIRT AND WALL ANCHORS.

0 10.50.1 0.2 0.3 0.4

1:10

1 : 201

TYPICAL SECTION AT COL AT BRACING

SHEET ID

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\J - POL SHED\KU-509974-2J-DM-A-POLS_RVT25.rvt

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1. REFER TO A-001 SHEET FOR SYMBOLS AND ABBREVIATIONS.

2. DRAWINGS MUST NOT BE SCALED FOR CONSTRUCTION PURPOSES.

3. ALL LEVELS ON DRAWINGS ARE SHOWN IN MILLIMETERS UNLESS OTHERWISE

INDICATED.

4. REFER TO SA SHEETS LOCATED IN "VOLUME 14 - STANDARD DETAILS", FOR

ADDITIONAL STANDARD DETAILS.

5. WALL TYPES WITH UL DESIGN NUMBERS SHALL BE CONSTRUCTED TO UL

STANDARDS. PRODUCTS USED SHALL BEAR UL CLASSIFICATION WHERE

REQUIRED BY THE UL DESIGN.

6. DETAILS FOR EXTERNAL WALLS AND EXTERNAL GLAZING SYSTEMS ARE

SHOWN SCHEMATICALLY ONLY, AND ARE INTENDED, TOGETHER WITH THE

SPECIFICATIONS AND PROFILES SHOWN, TO ESTABLISH PERFORMANCE,

MATERIALS QUALITIES AND ARCHITECTURAL INTENT.

7. AT STC RATED WALLS, THE PARTITIONS SHALL BE SEALED TO UNDERSIDE OF

STRUCTURE (INCLUDING FLUTED METAL DECKS) AT BOTH SIDES WITH

ACOUSTIC SEALANT, TOP, BOTTOM, INTERSECTIONS, DOOR FRAMES, GLAZED

OPENING FRAMES AND ALL OTHER PENETRATIONS.

8. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS

CONTRACT, OR BY OTHERS.

9. REFER TO FINISH SCHEDULES FOR FINISH DESIGNATIONS.

10. FOR SEISMIC BRACING REQUIREMENTS, SEE GENERAL STRUCTURAL NOTES

AND SPECIFICATIONS.

11. REFER TO PARTITION TYPES SHEETS FOR PARTITION CONSTRUCTION.

12. FOR CMU CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS.

13. COORDINATE FINAL LOCATION OF ALL MECHANICAL EQUIPMENT WITH

MECHANICAL DRAWINGS.

14. COORDINATE FINAL LOCATION OF ALL FIRE PROTECTION EQUIPMENT WITH

FIRE PROTECTION DRAWINGS.

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

D

B.5

AB301

AB301

ZONE A

INSPECTION ONLY

C

B

US Army Corps of Engineers®

SHEET ID

U .S

A

R M

Y C

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IN

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B Y

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K E

D B

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D E

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IP

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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A T

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F

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D L E

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GRAPHIC SCALEGRAPHIC SCALE & NORTH ARROW

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\J - POL SHED\KU-509974-2J-DM-A-POLS_RVT25.rvt

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AB101

A

IR

B A

R R

IE

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F L O

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A L I A

L S

A L E

M A

B K

U W

A

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M .P

IE

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M .P

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C .G

O R

D O

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A

K M

O D

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A

IR

F O

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A .F

R E

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A N K

U -5

-2

J -A

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P O

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C1 : 501

AIR BARRIER PLAN - GROUND FLOOR

PLAN NORTH

0 52.50.5 1.0 1.5 2.0

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1. SEE SPECIFICATIONS FOR AIR BARRIER SYSTEM TESTING AND/OR

INSPECTION.

2. REFERENCE DETAILS FOR CONT AIR BARRIER.

3. JOINT AND SEAL THE AIR BARRIER MATERIAL OF EACH ASSEMBLY IN A

FLEXIBLE MANNER TO THE AIR BARRIER MATERIAL OF ADJACENT ASSEMBLIES

ALLOWING FOR THE RELATIVE MOVEMENT OF THESE ASSEMBLIES AND

COMPONENTS.

4. IF ANY UNAVOIDABLE PENETRATION OF THE AIR BARRIER BY ELECTRICAL

BOXES OR CONDUIT, PLUMBING, AND OTHER ASSEMBLIES ARE NOT AIRTIGHT,

MAKE THEM AIRTIGHT BY SEALING THE ASSEMBLY AND THE INTERFACE

BETWEEN THE ASSEMBLY AND THE AIR BARRIER OR BY EXTENDING THE AIR

BARRIER OVER THE ASSEMBLY.

5. WRAP ALL OPENINGS WITH AIR BARIER MEMBRANE FLASHING PER

MANUFACTURER.

AIR BARRIER AREA

ZONE ESTIMATED SURFACE AREA

A 649 m²

GROUND FLOOR

EAVE

APPROX. T.O.R

AD B.5

T.O. WALL

ZONE A

INSPECTION ONLY

C B

US Army Corps of Engineers®

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

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D R

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D B

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Plot Date:

M A

R K

D E

S C

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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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T

GRAPHIC SCALE

G

H

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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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IN

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F R

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IC

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IN

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\J - POL SHED\KU-509974-2J-DM-A-POLS_RVT25.rvt

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A

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B A

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A

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M .P

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A

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A

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1 : 501

AIR BARRIER SECTION

0 52.50.5 1.0 1.5 2.0

1:50

1. SEE SPECIFICATIONS FOR AIR BARRIER SYSTEM TESTING AND/OR

INSPECTION.

2. REFERENCE DETAILS FOR CONT AIR BARRIER.

3. JOINT AND SEAL THE AIR BARRIER MATERIAL OF EACH ASSEMBLY IN A

FLEXIBLE MANNER TO THE AIR BARRIER MATERIAL OF ADJACENT ASSEMBLIES

ALLOWING FOR THE RELATIVE MOVEMENT OF THESE ASSEMBLIES AND

COMPONENTS.

4. IF ANY UNAVOIDABLE PENETRATION OF THE AIR BARRIER BY ELECTRICAL

BOXES OR CONDUIT, PLUMBING, AND OTHER ASSEMBLIES ARE NOT AIRTIGHT,

MAKE THEM AIRTIGHT BY SEALING THE ASSEMBLY AND THE INTERFACE

BETWEEN THE ASSEMBLY AND THE AIR BARRIER OR BY EXTENDING THE AIR

BARRIER OVER THE ASSEMBLY.

5. WRAP ALL OPENINGS WITH AIR BARIER MEMBRANE FLASHING PER

MANUFACTURER.

F

C

FEC

AE201

A

AE301

AE301

AE301

AE301

08 33 23

03 30 00.B4

230 m²

POL STORAGE

101A

AE202

AE202

AE201

SA506

05 12 00.A1

03 30 00.B7

D

B.5

17000

650 7850 7850 650

07 60 00.I1

10 44 16.B1

PL5

23 00 00.A1

C

B

26 00 00.A1

05 50 13.E1

03 30 00.B4

380 380

101B

21 00 00.A1

US Army Corps of Engineers®

SHEET ID

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M A

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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F

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A M

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ID

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D

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G

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P

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SPECIFICATIONS NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\J - POL SHED\KU-509974-2J-DM-A-POLS_RVT25.rvt

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0 52.50.5 1.0 1.5 2.0

1:50

03 30 00.B4 CONCRETE STOOP, TYP; SEE SA506

03 30 00.B7 CONCRETE SPLASH BLOCK, TYPICAL

05 12 00.A1 STEEL COLUMN, TYP; SEE STRUCTURAL

05 50 13.E1 BOLLARDS/PIPE GUARD, TYP

07 60 00.I1 DOWNSPOUT, TYP

08 33 23 OVERHEAD COILING DOOR, TYP

10 44 16.B1 FIRE EXTINGUISHER - RECESSED TYPE

21 00 00.A1 FIRE SUPPRESSION EQUIPMENT; SEE FIRE PROTECTION

23 00 00.A1 MECHANICAL EQUIPMENT; SEE MECHANICAL

26 00 00.A1 ELECTRICAL EQUIPMENT; SEE ELECTRICAL

GROSS AREA

NAME AREA

Area 255 m² 1. CONSTRUCTION SHALL BE AS INDICATED IN DRAWINGS IN TANDEM WITH

CONTRACT SPECIFICATIONS.

2. REFER TO SHEET SA501 FOR WALL TYPES.

3. REFER TO SHEET AE600 SERIES FOR DOOR AND WINDOW SCHEDULES.

4. REFER TO GI SERIES FOR CODE ANALYSIS AND LIFE SAFETY PLANS.

5. REFER TO SHEET SA501 FOR FIRE RATED ASSEMBLIES.

6. DIMENSIONS ARE TO FACE OF BLOCK OR FACE OF METAL STUD WALL.

7. NOTIFY COR FOR ANY DISCREPANCIES OR CONFLICTS.

8. DOOR LOCATIONS NOT DIMENSIONED ARE 200mm FROM…