VOL 2 OF 14_FACILITY A_DRAWINGS_CDC_JUL 2026.pdf

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

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ALI AL SALEM AB, KUWAIT

KMOD – KUWAIT AIR FORCE

W912ER26RA016

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KU-509974-2

KUWAIT APACHE ALERT FACILITES

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A - ALERT SHELTER2

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INDEX OF DRAWINGS

KU-509974-2 - FACILITY A - ALERT SHELTER

SHEET

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GENERAL

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

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

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

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

STRUCTURAL

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

S-002 KU-509974-2A-S-002 GENERAL NOTES

SB101 KU-509974-2A-SB101 FOUNDATION PLAN

SB102 KU-509974-2A-SB102 FLOOR PLAN - GROUND FLOOR

SB301 KU-509974-2A-SB301 FOUNDATION DETAILS

SB302 KU-509974-2A-SB302 FOUNDATION DETAILS

SB601 KU-509974-2A-SB601 FOUNDATION SCHEDULE

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

SF111 KU-509974-2A-SF111 FRAMING PLAN - ROOF

SF201 KU-509974-2A-SF201 ELEVATIONS

SF202 KU-509974-2A-SF202 ELEVATIONS

SF301 KU-509974-2A-SF301 FRAMING DETAILS

SF401 KU-509974-2A-SF401 ENLARGED PLAN - FIRE PUMP ROOM

SF601 KU-509974-2A-SF601 FRAMING SCHEDULES

ARCHITECTURAL

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

AB101 KU-509974-2A-AB101 AIR BARRIER

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

AR101 KU-509974-2A-AR101 REFLECTED CEILING PLAN - GROUND FLOOR

AE111 KU-509974-2A-AE111 ROOF PLAN - GROUND FLOOR

AE201 KU-509974-2A-AE201 BUILDING ELEVATIONS

AE202 KU-509974-2A-AE202 BUILDING ELEVATIONS

AE301 KU-509974-2A-AE301 BUILDING SECTION

AE302 KU-509974-2A-AE302 BUILDING SECTION

AE401 KU-509974-2A-AE401 WALL DETAILS

AE402 KU-509974-2A-AE402 WALL DETAILS

AE501 KU-509974-2A-AE501 DOOR SCHEDULE AND DETAILS

AE502 KU-509974-2A-AE502 DOOR DETAILS

AE701 KU-509974-2A-AE701 SAFETY STRIPING PLAN - GROUND FLOOR

INTERIORS

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

IN101 KU-509974-2A-IN101 FINISH PLAN, FINISH SCHEDULE & NOTES - GROUND FLOOR

IG101 KU-509974-2A-IG101 SIGNAGE PLAN, LEGEND & DETAILS - GROUND FLOOR

FIRE PROTECTION

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

FA102 KU-509974-2A-FA102

INFRARED FLAME DETECTION ZONES AND FOAM PULL

STATIONS PLAN - GROUND FLOOR

FA501 KU-509974-2A-FA501 FIRE ALARM (FA) SYSTEM MOUNTING DETAILS

FA601 KU-509974-2A-FA601 FIRE ALARM SYSTEM SCHEDULES AND DIAGRAMS

FX101 KU-509974-2A-FX101 FIRE SUPPRESSION PLAN - GROUND FLOOR - OVERALL

FX102 KU-509974-2A-FX102

FOAM FIRE SUPPRESSION PLAN - GROUND FLOOR - AREA A

(HANGAR BAY)

FX103 KU-509974-2A-FX103 FOAM RISER PLAN - GROUND FLOOR - AREA B (FIRE ROOM)

FX104 KU-509974-2A-FX104 WET-PIPE RISER AND HOSE SYSTEM PLAN - GROUND FLOOR

FX301 KU-509974-2A-FX301

SPRINKLER RISER SECTION VIEWS - GROUND FLOOR - AREA

B (FIRE ROOM)

FX302 KU-509974-2A-FX302 FOAM (SFFF) INTERIOR - GROUND FLOOR - SECTIONAL VIEWS

INDEX OF DRAWINGS

KU-509974-2 - FACILITY A - ALERT SHELTER

SHEET

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FILE NAME REV. NO.

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SHEET TITLE

PLUMBING

PL101 KU-509974-2A-PL101 SANITARY PLAN - GROUNDFLOOR - COMPOSITE

PL901 KU-509974-2A-PL901 WASTE AND VENT ISOMETERIC

MECHANICAL

MH101 KU-509974-2A-MH101 MECHANICAL PLAN - GROUNDFLOOR - COMPOSITE

MH201 KU-509974-2A-MH201 MECHANICAL SECTIONS

MH601 KU-509974-2A-MH601 MECHANICAL SCHEDULES

ELECTRICAL

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

EL111 KU-509974-2A-EL111 LIGHTING PLAN - ROOF

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

EP601 KU-509974-2A-EP601 ONE-LINE DIAGRAM (TYPICAL FOR ALSH 1, 2, 3, AND 4)

EP602 KU-509974-2A-EP602 PANEL SCHEDULES

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

EG102 KU-509974-2A-EG102 LIGHTNING PROTECTION PLAN - GROUND FLOOR

EG201 KU-509974-2A-EG201 LIGHTNING PROTECTION ELEVATIONS

EG202 KU-509974-2A-EG202 LIGHTNING PROTECTION ELEVATIONS

EG601 KU-509974-2A-EG601 GROUNDING RISER DIAGRAM

TELECOMMUNICATIONS

T001 KU-509974-2A-T001 TELECOMMUNICATIONS LEGEND

TM101 KU-509974-2A-TM101 BMS / CCTV PLAN - GROUND FLOOR

TN101 KU-509974-2A-TN101 COMMUNICATIONS DROP PLAN - GROUND FLOOR

TN301 KU-509974-2A-TN301 ALERT SHELTER WALL LAYOUT

TN401 KU-509974-2A-TN401

ENLARGED COMMUNICATIONS PLAN - GROUND FLOOR - FIRE

ROOM 102

TN501 KU-509974-2A-TN501 ALERT SHELTER CABINET DETAILS

TN601 KU-509974-2A-TN601 BMS RISER DIAGRAM

TN602 KU-509974-2A-TN602 CCTV / PA / UNCLASSIFIED RISER DIAGRAMS

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 ALL OTHER APPLICABLE CODES AND STANDARDS.

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

B. INTERNATIONAL CODE COUNCIL: "ICC" AS APPLICABLE REFERENCE OR GUIDANCE

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

C. NATIONAL FIRE PROTECTION ASSOCIATION: "NFPA" AS APPLICABLE REFERENCED BY KFF OR GUIDANCE

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 11-2024 STANDARD FOR LOW-, MEDIUM, AND HIGH-EXPANSION FOAM.

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

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

7) NFPA 70-2023 NATIONAL ELECTRICAL CODE.

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

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

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

11) NFPA 409-2022 STANDARD ON AIRCRAFT HANGARS.

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.

3) UFC 4-211-01-2021, CHANGE 3: (APR21): AIRCRAFT MAINTENANCE HANGARS.

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

1) UFGS 01 33 00: SUBMITTAL PROCEDURES.

2) UFGS 07 84 00: FIRESTOPPING.

3) UFGS 10 44 16: FIRE EXTINGUISHERS.

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

5) UFGS 21 13 24.00 10: SFFF FIRE PROTECTION SYSTEM. (CHANGED FROM AFFF)

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

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

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

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

H. DEFINITIONS:

1) THE DEFINITIONS CONTAINED IN THIS DOCUMENT SHALL APPLY TO THE TERMS USED IN THIS AND ALL REFERENCED DOCUMENTS. WHERE TERMS ARE NOT DEFINED IN THIS SECTION OR WITHIN ANOTHER SECTION/REFERENCE, THEY SHALL BE DEFINED USING THEIR ORDINARILY ACCEPTED MEANINGS WITHIN THE CONTEXT IN WHICH THEY ARE USED. MERRIAM-WEBSTER’S COLLEGIATE DICTIONARY, 11TH EDITION, IS AN EXAMPLE OF WHERE TO FIND THE ORDINARILY

ACCEPTED MEANING.

REFERENCES ARE NOT ALL INCLUSIVE.

OTHER RECOMMENDED STANDARDS SHALL BE USED WHERE REQUIRED TO SERVE AS CODES, STANDARDS, OR GUIDELINES FOR DESIGN, FABRICATION, AND

CONSTRUCTION WHEN NOT IN CONFLICT WITH THE ABOVE STANDARDS.

**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:

FIRE PROTECTION ROOM - ACCESSORY OCCUPANCY:

2) NFPA 409-2022:CHAPTER 6: GROUP III HANGAR:

B. CONSTRUCTION TYPE:

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

C. MIXED USE & OCCUPANCY:

1) MIXED USE-SEPARATION IS FROM KFF FIRE ZONES: SEPARATED MIXED USE: REQUIRED: NO PROVIDED: NO

D. BUILDING HEIGHTS AND AREA:

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

1) HEIGHT:

HEIGHT IN METER: (M) ALLOWABLE: 26 ACTUAL: 10.4

HEIGHT IN STORIES: ALLOWABLE: 6 ACTUAL: 1

CEILING HEIGHT:

HANGAR AREA: ACTUAL: 10.4 M

FIRE PROTECTION ROOM: ACTUAL: 4.4 M

HANGAR DOOR HEIGHT: (M) REQUIRED: <8.5 ACTUAL: 8.1

2) AREA: IBC 2021, TABLE 506.2: SQUARE METER: (SM) ALLOWED: 14493 ACTUAL: 919

I. HANGAR AREA 868 AND ACCESSORY OCCUPANCY-FIRE PROTECTION ROOM 51 SM:

II. AREA FACTOR INCREASE FOR FRONTAGE DISTANCE: ALLOWED: YES ACTUAL: N/A

E. FIRE RESISTIVE REQUIREMENTS: TYPE II A (SECOND TYPE) CONSTRUCTION: RATING IN HOURS:

1) IBC-2021 SECTION 602, TABLES 601, 602, & 705.5: 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 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) EXTERIOR NONBEARING WALLS AND PARTITIONS:

KFF, VOLUME 1, CHAPTER 5, TABLE 5-2: BUILDING RISK AND OCCUPANCY > 9 M: REQUIRED: >9 PROVIDED: >9

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

3) KFF INTERIOR FIRE RESISTIVE REQUIREMENTS:

KFF VOLUME 1, CHAPTER 5, THIRD: FIRE COMPARTMENT SEPARATING HANGAR BAY FROM MECHANICAL ROOM: REQUIRED: 2 PROVIDED: 2

4) HAZARDOUS MATERIALS STORAGE

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

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY:

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

FIRE PROTECTION ROOM - ACCESSORY OCCUPANCY:

2) NFPA 409-2022: CHAPTER 6: GROUP III HANGAR:

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

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2:

HANGAR BAY: GROSS AREA (868 SM / 46 OLF) ALLOWABLE: 19 ACTUAL: 19

FIRE PROTECTION ROOM: (52 SM / 28 OLF) ALLOWABLE: 2 ACTUAL: 2

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: ALLOWABLE: 144 PROVIDED: N/A

OTHER: LEVEL COMPONENTS AND RAMPS: OL X 5.1 MM: ALLOWABLE: 96.9 PROVIDED: 850

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: TWO OR MORE SEPARATE EXITS: (CPT<27 M) REQUIRED: 2 PROVIDED: 3

E. ARRANGEMENT OF MEANS OF EGRESS:

1) KFF VOLUME 1, CHAPTER 6, FOURTH, B: THE REQUIRED 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 (46.2M):

REQUIRED: 15.2 PROVIDED: 31.2

F. TRAVEL DISTANCE TO EXIT: (M - METERS) SPRINKLERED

1) KFF VOLUME 1, CHAPTER 17, SECOND: COMMON PATH TRAVEL: (CPT) (ONE-WAY): ALLOWABLE: 27 ACTUAL: N/A

TRAVEL DISTANCE: (TD) (TWO-WAY): ALLOWABLE: 45 ACTUAL: 26.8

2) KFF VOLUME 1, CHAPTER 6, SECTION 17: DEAD END: (DE) (CLOSED END): ALLOWABLE: 10 ACTUAL: N/A

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

G. INTERIOR FINISH & ROOF CLASSIFICATION LIMITS: KFF DOES NOT ADDRESS:

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

1) IBC-2021 TABLE 803.13 INTERIOR WALL AND CEILING FINISH: INTERIOR STAIR, 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: STORAGE: ALLOWABLE: II ACTUAL: II

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

H. ACCESSIBILITY: KUWAIT UNIVERSAL DESIGN CODE:

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

4. CODE COMPLIANCE SITE DESIGN:

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

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

2. BUILDING CODE REQUIREMENTS: (CONTINUED)

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS:

1) FIRE ALARM SYSTEM(S): "FIRE ALARM REPORTING WILL BE LOCAL ALARM ONLY PER KAF"

I. MANUAL AND AUTOMATIC FIRE WARNING SYSTEMS: REQUIRED: YES PROVIDED: YES

KFF VOLUME 6, CHAPTER 8, MEDIUM RISK:

A) SYNTHETIC FLUORINE-FREE FOAM (SFFF) FIRE SUPPRESSION CONTROL UNIT (FSCU)

B) WITH MANUAL AND INFRARED FLAME DETECTORS

2) FIRE SUPPRESSION SYSTEMS:

I. AUTOMATIC SPRINKLER SYSTEM:

KFF VOLUME 6, CHAPTER 8, MEDIUM RISK: REQUIRED: YES PROVIDED: YES

NFPA 409, SECTION 6.1.3, GROUP III HANGAR: REQUIRED: NO PROVIDED: YES

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S):

A) SYNTHETIC FLUORINE-FREE FOAM (SFFF) AUTOMATIC SPRINKLER SYSTEM:

KFF VOLUME 6, CHAPTER 8, MEDIUM RISK: REQUIRED: YES PROVIDED: YES

NFPA 409, SECTION 6.1.3, CHAPTER 10 GROUP III HANGAR: REQUIRED: NO PROVIDED: YES

-KFF VOLUME 1, PART 4, CHAPTER 1, 4/1/3 HAZARD CLASS – HIGH RISK (STORAGE), SYNTHETIC FLUORINE-FREE FOAM (SFFF) DELUGE SPRINKLER SYSTEM USING 920 SM AREA OF APPLICATION WITH A DESIGN DENSITY OF 0.16 REQUIRING A DEMAND OF 6000 LPM AND FOAM CONCENTRATE IN A TANK WITH AT LEAST A VOLUME OF 2271

LITERS.

B) INTERNAL FIRE HOSE NETWORK: AREA <2000 SM:

KFF VOLUME 6, CHAPTER 8, MODERATE/HIGH HAZARD: 25 MM RUBBER HOSE AND HOSE CABINET: REQUIRED: YES PROVIDED: YES

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

NFPA 409, SECTION 6.1.3, CHAPTER 10 GROUP III HANGAR: REQUIRED: NO PROVIDED: NO

3. EXTINGUISHING SYSTEMS:

I. PORTABLE FIRE EXTINGUISHERS:

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: REQUIRED: NO PROVIDED: NO

G. FIRE PROTECTION GENERAL NOTES AND DETAILS:

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

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

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STAIRWAY (S)

ACTUAL CLEAR WIDTH

ACTUAL EGRESS

EXIT TYPE:

INTERIOR (INT)

EXTERIOR (EXT)

REQUIRED CLEAR WIDTH

EGRESS CAPACITY

EGRESS CAPACITY TAG

BOLLARD:

POST INDICATING VALVE: "PIV"

6KG PORTABLE FIRE EXTINGUISHER IN A

CABINET IN FINISHED AREAS OR

BRACKETS (BR) IN UNFINISHED AREAS:

TRAVEL DISTANCE:

MEANS OF EGRESS STARTING POINT

OVERALL DIAGONAL DISTANCE:

ACTUAL OVERALL SEPARATION

DISTANCE :

2-HR FIRE RATED ASSEMBLY:

EMERGENCY/EXIT LIGHT:

FIRE DEPARTMENT CONNECTION: "FDC"

FIRE HOSE CABINET "FHC"FHC

868 m²

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MINIMUM REQUIRED EXIT SEPARATION 1/3 DIAGONAL DISTANCE = 15.4 M VS ACTUAL DISTANCE = 31.2 M

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GENERAL NOTES

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PATH OF EGRESS

FROM ROOM

EGRESS DISTANCE TYPE

(CPT, TD, DE)

EGRESS DISTANCE ROUTE

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

AIRCRAFT SHELTER 101 TD A 45000 26787

AIRCRAFT SHELTER 101 TD B 45000 23676

FIRE RM 102 TD C 45000 8076

OCCUPANT LOAD

ROOM NO. ROOM NAME USE GROUP AREA OLF [m² / PERSON] OCCUPANT LOAD

101 AIRCRAFT SHELTER INDUSTRIAL 868 m² 46 19

102 FIRE RM INDUSTRIAL 51 m² 28 2

TOTAL AREA AND OCCUPANT LOAD 920 m² 21

1 : 1001

LIFE SAFETY PLAN - GROUND FLOOR PLAN NORTH

PIV

FDC

Fire Hydrant

1. CONTRACTOR AWARDED THIS PROJECT IS REQUIRED TO

COMPLY WITH KUWAIT REGULATIONS AND ALL OTHER

APPLICABLE 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 AND SYMBOLS

SEE STANDARD DETAILS SHEETS SF001, SF002, SF003, SF501,

SF502, AND SPECIFIC FACILITY DRAWINGS.

4. HANGAR BAY IS PROTECTED BY AN SYNTHETIC FLUORINE

FREE FOAM (SFFF) DELUGE SPRINKLER SYSTEM,

CONTROLLED BY FLAME DETECTORS AND THE FIRE

PROTECTION ROOM AND HOSE STATION PROTECTED BY A

WET-PIPE SPRINKLER SYSTEM.

I. KFF VOLUME 2, CHAPTER 3 DOES NOT COVER SYNTHETIC

FLUORINE FREE FOAM.

5. FOR DETAILED EXIT AND EMERGENCY LIGHTS REFER THE

ELECTRICAL DRAWINGS.

6. HAZARDOUS MATERIALS STORAGE SHALL REMAIN BELOW

MAXIMUM PERMISSIBLE CAPACITY.

7. PIV AND BOLLARD LOCATION SHOWN FOR REFERENCE ONLY.

FINAL PIV AND BOLLARD LOCATIONS NEED TO BE

COORDINATED BY INSTALLING CONTRACTOR IN

ACCORDANCE WITH SITE SHEET FS126.

FIRE ZONE A

FIRE ZONE B

KEYPLAN & SMOKE ZONES

A

B

F

F

F

F

BOLLARDS

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

UFC 3-260-02 PAVEMENT DESIGN FOR AIRFIELDS, 30 JUNE 2001

IBC 2021 INTERNATIONAL BUILDING CODE, 2021

MBMA 2018 METAL BUILDING SYSTEMS MANUAL

ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

AISC-325 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

AWS D1.1 STRUCTURAL WELDING CODE - STEEL, 2015

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

2. DESIGN LOAD CRITERIA:

RISK CATEGORY : IV

DEAD LOAD:

ROOF DEAD LOAD : SELF-WEIGHT + 1.0kPa COLLATERAL LOAD: 0.6 kPa

LIVE LOADS

ROOF LIVE LOAD: 1.0 kPa MINIMUM

SLAB ON GRADE (SHELTER): APACHE AH-64 WHEEL LOAD

SLAB ON GRADE (FIRE ROOM):

SNOW LOAD: N/A

SEISMIC LOAD:

SITE CLASS: C

IMPORTANT FACTOR, Ie: 1.50

SPECTRAL RESPONSE ACCELERATIONS:

SHORT PERIOD, Ss: 0.41g ONE SECOND PERIOD, S1: 0.11g

DESIGN SPECTRAL RESPONSE ACCELERATIONS:

SHORT PERIOD, SDS: 0.40g ONE SECOND PERIOD, SD1: 0.17g

SEISMIC DESIGN CATEGORY: D

SEISMIC ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

LATERAL FORCE RESISTING SYSTEM :

SHELTER - STEEL ORDINARY CONCENTRICALLY BRACED FRAMES - BOTH DIRECTIONS

SHELTER - CONCRETE WALL SPECIAL REINFORCED CONCRETE SHEAR WALL - BOTH DIRECTIONS

DOOR FRAMING STEEL SPECIAL TRUSS MOMENT FRAMES - LONGITUDINAL DIRECTION

ORDINARY CONCENTRICALLY BRACED FRAMES - TRANSVERSE DIRECTION

FIRE ROOM SPECIAL REINFORCED CONCRETE SHEAR WALL - BOTH DIRECTIONS

RESPONSE MODIFICATION FACTOR, R : 3.25

SYSTEM OVERSTRENGTH FACTOR: 2

DEFLECTION AMPLIFICATION FACTOR, Cd: 3.25 SEISMIC RESPONSE COEFFICIENT, Cs: 0.164

DESIGN BASE SHEAR, V: 0.164W (W = SEISMIC WEIGHT)

WIND LOAD:

BASIC WIND SPEED, V: 174 KPH

EXPOSURE CATEGORY: C

IMPORTANT FACTOR, Iw: 1.00 INTERNAL PRESSURE COEFFICIENT, GCpi: +/-0.55 (PARTIALLY ENCLOSED) TOPOGRAPHIC FACTOR, Kzt: 1.0 DIRECTIONALITY FACTOR, Kd: 0.85 VELOCITY PRESSURE COEFFICIENT, Kz: 1.01

BUILDING DRIFT LIMIT: H/480 (WIND - SERVICE LEVEL)

FOUNDATION DESIGN CRITERIA:

FOUNDATION DESIGN IS BASED UPON THE FOLLOWING ASSUMED SOIL PARAMETERS:

NET ALLOWABLE SOIL BEARING PRESSURE:

A. WALL FOOTING: 105 kPa B. COLUMN FOOTING: 120 kPa

LATERAL EARTH PRESSURE PARAMETERS:

A. SOIL DENSITY = 19.6 kN/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) = 32º

F. COEFFICIENT OF FRICTION (μ) = 0.4 MIN. MODULUS OF SUB-GRADE REACTION (Ks):

A. WALL FOOTING: 15.2 MN/m3

B. COLUMN FOOTING: 17 MN/m3

C. SLAB-ON-GRADE: 54 MN/m3

DELEGATED DESIGN NOTES

1. 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. COMPLETE METAL BUILDING SYSTEM (MBS), INCLUDING MBS FOUNDATION ANCHORAGE.

2. DELEGATED ENGINEERED SYSTEMS AND COMPONENTS MUST SATISFY APPLICABLE REFERENCE STANDARDS AND DESIGN LOAD CRITERIA LISTED IN THIS FACILITY DRAWINGS AND RELEVANT SPECIFICATIONS.

3. THE SPECIALTY STRUCTURAL ENGINEER IS RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE SYSTEMS AND COMPONENTS AND MUST BE A LICENSED PROFESSIONAL ENGINEER. THE SPECIALTY ENGINEER MUST SEAL

ALL DRAWINGS, DESIGN CALCUATIONS, AND SPECIFICATIONS.

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. DESIGN WIND PRESSURES ARE AT STRENGTH LEVEL (UNFACTORED LOADS) AND REPRESENT THE NET

PRESSURE (SUM OF INTERNAL AND EXTERNAL PRESSURE) APPLIED NORMAL TO ALL SURFACES.

3. LOCATION OF ZONES IS PROVIDED PER ASCE7-16, FIG. 30.3-2A, B, C and D.

4. DISTANCE (a): a = 2.5m.

5. THE CONTRACTOR SHOULD USE COMPONENT AND CLADDING WIND PRESSURE TO DESIGN ALL

ELEMENTS ATTACHED TO THE BUILDING.

6. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE.

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE AREA, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE NOTES

4 0.9 0.6 -2.0

4 1.9 0.5 -2.0

4 4.6 0.4 -1.9

4 9.3 0.3 -1.8

5 0.9 0.6 -2.4

5 1.9 0.5 -2.3

5 4.6 0.6 -2.1

5 9.3 0.3 -2.0

C&C ROOF WIND PRESSURE (kPa)

ZONE EFFECTIVE AREA, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE NOTES

1, 2r 0.9 0.4 -3.3

1, 2r 1.9 0.3 -2.9

1, 2r 4.6 0.1 -2.3

1, 2r 9.3 0.1 -1.9

2e 0.9 0.4 -2.9

2e 1.9 0.3 -2.5

2e 4.6 0.1 -2.0

2e 9.3 0.1 -1.7

2n, 3r 0.9 0.4 -3.1

2n, 3r 1.9 0.3 -2.9

2n, 3r 4.6 0.1 -2.5

2n, 3r 9.3 0.1 -1.7

3c 0.9 0.4 -3.8

3c 4.6 0.3 -3.4

3c 4.6 0.1 -2.9

3c 9.3 0.1 -2.2

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COLUMN

GRID 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) FX (kN) FY (kN) FZ (kN) FX (kN) FY (kN) FZ (kN) FX (kN) FY (kN) FZ (kN) FX (kN) FY (kN) FZ (kN)

D/2 -91.22 155.93 -34.90 -66.42 112.89 -24.42 220.91 -319.91 102.20 26.65 -67.64 9.24 -17.33 7.70 -11.13 -11.71 20.03 -12.49 -14.87 3.13 -8.89 -19.79 12.27 -13.37 -13.13 22.63 -13.77 -10.30 17.43 -11.21

D/1.1 -60.31 115.42 27.32 -41.21 77.91 16.20 97.30 -152.00 -73.52 40.57 -114.56 -8.11 -18.77 4.22 18.83 0.88 -1.40 -25.42 -19.14 5.02 23.23 -18.40 3.42 14.43 1.09 -1.85 -27.94 0.67 -0.95 -22.90

C/1.1 60.52 115.92 27.66 41.36 78.29 16.43 -98.13 -153.91 -74.71 -40.55 -114.49 -8.14 -18.96 -4.34 -18.97 -1.05 -1.78 -25.39 -19.35 -5.16 -23.37 -18.57 -3.53 -14.57 -0.83 -1.31 -22.88 -1.26 -2.24 -27.91

D/1.3 -72.69 127.83 -7.36 -49.77 86.35 -2.02 140.51 -194.95 9.96 36.89 -102.15 1.12 -11.42 -3.50 9.85 -0.18 0.29 -24.90 -11.37 -3.67 14.49 -11.48 -3.34 5.22 -0.21 0.39 -27.54 -0.15 0.20 -22.25

C/1.3 72.43 127.90 -7.40 49.59 86.38 -1.91 -139.62 -195.12 9.44 -36.92 -102.19 1.10 -11.55 2.70 -9.84 0.17 0.31 -25.23 -11.49 2.87 -14.51 -11.61 2.54 -5.17 0.14 0.21 -22.56 0.20 0.40 -27.90

D/1.4 -64.12 104.05 -24.37 -52.30 89.15 -15.59 154.25 -211.10 71.62 41.32 -115.29 7.94 -11.32 -2.80 -1.19 -1.04 1.68 -25.58 -10.96 -3.60 3.21 -11.69 -2.00 -5.58 -1.25 2.13 -28.10 -0.84 1.22 -23.07

C/1.4 63.94 103.54 -24.57 52.28 88.83 -15.80 -154.07 -209.50 72.59 -41.29 -115.24 7.99 -11.24 3.28 1.45 1.13 1.91 -25.28 -10.85 4.10 -2.92 -11.62 2.46 5.81 0.92 1.44 -22.78 1.34 2.37 -27.78

C.2/1 0.01 34.49 -0.02 0.00 26.70 0.00 -0.11 -144.95 2.34 0.00 -1.93 -2.24 -0.18 -70.84 0.01 0.00 -0.53 0.00 -0.18 -70.67 0.01 -0.18 -71.00 0.01 0.00 -0.62 0.00 0.00 -0.45 0.00

C.1/1 0.00 34.30 -0.10 0.00 26.63 -0.04 0.12 -144.65 2.52 0.00 -1.93 2.26 0.18 70.84 0.01 0.00 -0.53 0.00 0.18 70.68 0.01 0.18 71.00 0.01 0.00 -0.44 0.00 0.00 -0.63 0.00

C/1 53.05 99.33 27.97 48.28 93.83 17.42 -128.93 -224.29 -69.09 -25.80 -66.87 -8.96 -54.81 -62.23 -26.33 -11.41 -19.44 -12.42 -57.30 -66.72 -28.59 -52.33 -57.73 -24.08 -10.01 -16.87 -11.13 -12.80 -22.00 -13.71

D/1 -52.95 99.34 28.15 -48.22 93.86 17.51 128.71 -224.57 -69.64 25.80 -66.85 -8.98 -53.39 61.93 26.17 11.58 -19.76 -12.73 -55.83 66.45 28.45 -50.95 57.41 23.89 12.99 -22.34 -14.04 10.17 -17.19 -11.43

C/1.2 66.66 121.19 11.32 45.06 81.23 8.40 -116.56 -168.55 -38.74 -36.30 -101.45 -1.40 -12.62 2.55 -12.89 -0.17 -0.30 -25.21 -12.70 2.36 -17.57 -12.53 2.74 -8.21 -0.13 -0.19 -22.54 -0.22 -0.41 -27.88

D/1.2 -66.76 121.55 11.12 -45.12 81.45 8.24 116.77 -169.55 -38.11 36.28 -101.40 -1.40 -13.06 -1.55 13.02 0.16 -0.30 -24.97 -13.14 -1.36 17.68 -12.99 -1.73 8.36 0.21 -0.40 -27.63 0.12 -0.20 -22.31

C/2 91.44 156.26 -34.83 66.46 113.07 -24.42 -221.14 -320.76 102.11 -26.65 -67.66 9.22 -17.58 -7.97 11.02 11.64 19.84 -12.44 -15.06 -3.43 8.78 -20.10 -12.52 13.26 10.22 17.24 -11.15 13.06 22.43 -13.72

COLUMN

GRID 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) 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/3 66.30 120.75 7.81 9.20 13.00 0.69 -37.43 -258.16 46.94 15.09 -587.18 -140.57 -38.90 -52.38 -3.23 16.32 -269.06 -48.78 -38.79 -53.38 -3.42 -39.00 -51.37 -3.04 13.70 -245.00 -44.21 18.95 -293.12 -53.35

A/4 66.51 128.58 -7.69 9.32 14.29 -0.67 38.89 267.09 48.55 -13.79 349.23 -87.29 -94.35 4.61 -16.57 267.08 -48.41 -56.05 -93.34 4.42 -55.83 -95.35 4.81 -13.95 243.04 -43.88 -19.20 291.12 -52.93

B/3 -0.11 170.68 0.00 0.02 21.07 0.00 38.00 256.28 46.72 -0.55 -62.13 -13.57 0.05 0.33 -47.65 0.20 -0.11 54.34 0.05 -0.11 54.82 0.05 0.29 -41.90 0.19 0.36 -53.41 0.21

B/4 -0.11 159.85 0.00 0.01 19.64 0.00 -0.32 48.92 -12.00 -0.35 -58.95 10.57 -0.32 49.66 0.26 -0.13 82.88 0.05 -0.12 82.39 0.05 -0.29 43.87 0.24 -0.36 55.44 0.28

E/3 0.09 177.04 0.00 -0.02 23.99 0.00 0.07 -50.33 9.99 19.48 552.19 -136.37 -0.12 -53.85 -0.06 -0.32 -47.05 0.21 -0.12 -53.61 -0.06 -0.12 -54.09 -0.06 -0.36 -52.74 0.22 -0.29 -41.36 0.20

E/4 0.10 160.95 -0.01 -0.02 21.85 0.00 0.33 -52.50 -10.30 0.36 -59.04 10.56 -0.15 -82.46 -0.07 0.32 48.90 0.27 -0.16 -82.70 -0.07 -0.15 -82.22 -0.07 0.35 54.65 0.30 0.28 43.16 0.25

F/3 -64.69 104.90 6.16 -9.00 11.43 0.54 27.14 39.38 11.79 -22.57 549.48 -136.54 -38.00 51.65 3.18 -17.44 -258.14 -47.07 -37.89 52.66 3.37 -38.11 50.64 2.99 -20.06 -282.26 -51.65 -14.82 -234.02 -42.49

F/4 -68.10 120.23 -6.28 -9.52 13.72 -0.55 26.01 -269.08 48.64 16.66 -589.50 -141.19 -56.56 94.17 -4.53 17.69 256.27 -46.59 -56.67 93.17 -4.34 -56.45 95.18 -4.72 20.31 280.35 -51.11 15.07 232.18 -42.07

ELX-Z ELZ+X ELZ-X

ASSUMED METAL BUILDING SYSTEM COLUMN BASE REACTIONS - DOOR FRAMING

DL LLr WLX WLZ ELX ELZ ELX+Z

ELZ-X

ASSUMED METAL BUILDING SYSTEM COLUMN BASE REACTIONS - SHELTER

DL LLr WLX WLZ ELX ELZ ELX+Z ELX-Z ELZ+X

NOTES:

1. COLUMN BASE REACTIONS SHOWN ARE UNFACTORED AND BASED ON PRELIMINARY DESIGN OF METAL BUILDING SYSTEMS (MBS). CONTRACTOR MUST OBTAIN

COLUMN BASE REACTION INFORMATION FROM METAL BUILDING SYSTEM MANUFACTURER AND VERIFY THAT THE FOUNDATIONS SHOWN ARE ADEQUATE TO SUPPORT THOSE REACTIONS. CONTRACTOR MUST INCREASE FOUNDATION DIMENSIONS AND REINFORCING, IF NEEDED, SUBJECT TO REVIEW AND APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE. CONTRACTOR MUST SUBMIT A COMPARATIVVE TABLEBETWEEN THRI CALCULATED REACTIONS AND REACTIONS

PROVIDED.

2. 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. MBS COLUMN ANCHOR BOLTS (QUANTITY, SIZE, TYPE, EMBEDMENT, LAYOUT) TO BE DESIGNED BY MBS MANUFACTURER.

4. SMALL COLUMN AT GRID C.3/1 MUST ASSUMED BASE REACTIONS AS SHOWN FOR COLUMN AT C.1/1.

-55.94

-0.11 54.58

-0.13 82.63 0.05

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DOOR FRAMING

SHELTER FIRE ROOM

Y

Z X

SF2021

2000 6090 6090 6090 6090 5670

3000 1050

SF202 2

SF201

WF4500

WF1100

C F

WF4500

P1 P1

P1 P1

P1 P1

P1 P1

TO FOOTING -700 TYP

TO FOOTING -700 TYP

TO FOOTING -700 TYP

TO PEDESTAL 0 TYP

SF201

F

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WF1100

STEM-1

STEM-1

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-2 S

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STEM-3

STEM-3

S T

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-4

SB301

SB301

SB301

W F

SB301

SB302

SB302

SB302

SIM

S T

E M

-2

1 1.1 1.2 1.3 1.4 2

C.2

C.1

5800 32029 5100

C.3

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1. SEE DRAWINGS S-001 FOR GENERAL NOTES AND DESIGN

CRITERIA AND SS-SERIES FOR DETAILS AND STRUCTURAL

NOTES.

2. TOP OF CONCRETE FOUNDATION IS AT -700MM. (BELOW TOP

OF SLAB, TYP UNO).

3. "Px" INDICATES A CONCRETE PIER. REINFORCED CONCRETE

PEDESTAL. RE: DETAILS .

4. "WFx" AND "CFx" INDICATES CAST-IN-PLACE CONCRETE

FOOTING. REFERENCE FOOTING SCHEDULE ON SHEET

SB601.

5. "STEM-x" INDICATES A CAST-IN-PLACE CONCRETE STEM

WALL. REFERENCE STEM WALL SCHEDULE ON SHEET SB601.

6. ALL FOOTINGS AND PIERS ARE CENTERED WITH THE

GRIDLINES, UNLESS NOTED OTHERWISE.

7. COORDINATE COLUMN LOCATIONS, EXTENT OF SLAB EDGE,

DOOR SUPPORT DETAIL ( ) AND FOUNDATION

REACTIONS WITH MBS MFR AND DOOR MFR PRIOR TO

CONSTRUCTION OF FOUNDATIONS ALONG GL 2, 3 AND 4. ALL

DIMENSIONS NOTED * MUST BE VERIFIED WITH DOOR MFR.

8. REFER TO SHEET SS504 FOR PIPE PENETRATION THROUGH

WALL FOOTING.

PLAN NORTH

1 : 1001

FOUNDATION PLAN

/1 SB302

/4 SB302

0 1051 2 3 4

1:100

SF2021

SF202 2

SF201

SF201

TRENCH

SB301

SB301

TYP

F

E

B

A

RE-ENTRANT CORNER

BARS, RE:NOTE 13, TYP

7100 6090 6090 6090 6090 6090

3000 450

300mm CONCRETE SLAB ON GRADE

WITH D12@ 300 EW, T&B

150mm CONCRETE

SLAB ON GRADE

WITH D16@ 300

EACH WAY

TO SLAB HP 0

TRACK RAILS BY

DOOR MFR

PEDESTAL, TYP

SB302

SB302

SB302

1 1.1 1.2 1.3 1.4 2

C.2

C.1

0.5% MIN (TYP)

34079

3930 8445 8230 8425 1425

20MM

EXPANSION

JOINT W/

SEALANT

TO GRATING

EL 0.00 (TYP)

BO TRENCH LP EL -0.380m

AT TRENCH CORNERS

AND INTERSECTION (TYP

OF 8)

BO TRENCH

HP EL -0.300m

AT TRENCH

(TYP OF 4)

BO TRENCH HP

EL -0.300m

HALF WAY AT

TRENCH (TYP

OF 6)

BOLLARD,

NOTE 10

STOOP, TYP,

NOTE 15

MECHANICAL

EQUIPMENT PAD,

NOTE 14

C.3

SOG JOINT (TYP),

NOTE 9

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FLOOR PLAN - GROUND FLOOR

1. SEE DRAWINGS S-001 FOR GENERAL NOTES AND DESIGN

CRITERIA AND SS SERIES FOR DETAILS AND STRUCTURAL

NOTES.

2. CIVIL DRAWINGS FOR ACTUAL TOP OF SLAB ELEVATION.

THIS IS THE DATUM ELEVATION = 0MM. ALL ELEVATIONS ARE

REFERENCED FROM THIS ELEVATION.

3. PLACE SLAB OVER POLYETHELENE SHEETING, BLINDING

CONCRETE AND 150mm COMPACTED DRAINAGE BASE

COURSE MATERIAL PER SPECIFICATION.

4. ALL FOOTINGS, COLUMNS AND PIERS ARE CENTERED WITH

THE GRIDLINES, UNLESS NOTED OTHERWISE.

5. REINFORCED CONCRETE PEDESTAL. RE: DETAILS

AND .

6. PROVIDE ADDITIONAL SLAB REINFORCEMENT AT ALL RE-

ENTRANT CORNERS.

7. COORDINATE COLUMN LOCATIONS, EXTENT OF SLAB EDGE,

DOOR SUPPORT DETAIL ( ) AND FOUNDATION

REACTIONS WITH MBS MFR AND DOOR MFR PRIOR TO

CONSTRUCTION OF FOUNDATIONS ALONG GL 2, 3 AND 4. ALL

DIMENSIONS NOTED * MUST BE VERIFIED WITH DOOR MFR.

8. REFER TO SS502 FOR TYPICAL CONSTRUCTION, CONTROL

AND ISOLATION JOINT DETAILS.

9. SLAB-ON-GRADE JOINT SPACING SHALL NOT EXCEED

6100MM O/C IN BOTH DIRECTIONS. REFER TO 1/SS502 FOR

CONSTRUCTION JOINT AND CONTROL JOINT DETAILS.

10. FOR BOLLARDS LOCATION, REFER TO ARCH. FOR

FOUNDATION DETAIL REFER TO SS501 FOR INTERIOR AND

EXTERIOR APPLICATION IN THIS FACILITY.

11. SLOPE SLAB-ON-GRADE TO DRAINS AS REQUIRED. MAINTAIN

MINIMUM DESIGN THICKNESS INDICATED.

12. FOR TRENCH GRATING REFER TO SPECIFICATIONS.

13. PROVIDE ADDITIONAL SLAB REINFORCEMENT AT RE-

ENTRANT CORNERS AND DISCONTINUOUS SLAB JOINTS, RE:

6/SS502.

14. FOR EXTERIOR EQUIPMENT BASE PAD LOCATION REFER TO

ARCH. PROVIDE D16 AT 300 EW T&B. FOR DETAIL REFER TO

2/SS510.

15. FOR STOOPS LOCATION, REFER TO ARCH. FOR DETAIL,

REFER TO 1A/SS501.

16. REFER TO MECH FOR TRENCH DRAIN LOCATION.

PLAN NORTH

/1 SB302

/1 SB302

/4 SB302

FIN GRADE

RE: CIVIL

FRAMING AS PER MBS MNF

FOOTING

RE: PLAN AND SCHED ON SB601

RE: PLAN

HORIZONTAL REINF,

RE: SCHEDULES

DOWELS TO MATCH

VERT REINF

RE: TABLE ON SB601

FOR MAX ALLOWABLE METAL

BUILDING SYSTEM REACTIONS

TO WALL

EL=2000

GL

EXP JOINT W/ JOINT

FILLER & SEALANT

TO FOOTING

EQ 625 EQ

100mm BLINDING CONCRETE

REINFORCED CONC

SLAB-ON-GRADE

RE: PLAN

TO SLAB

RE: PLAN

VERTICAL REINF,

RE: SCHEDULES

EXP JOINT W/ JOINT

FILLER & SEALANT

FOOTING

RE: SCHED ON SB601

RE: PLAN

DOWELS TO MATCH

VERT REINF

COLUMN TO

SUPPORT PANELS

(BY MBS MFR)

FIN GRADE

RE: CIVIL

TO WALL

EL=2000

GL

RE: TABLE ON SB601 FOR

MAX ALLOWABLE BUILDING REACTIONS @

BACK COL CONN TO WALL.

TO FOOTING

EQ 400 EQ

100mm BLINDING CONCRETE

REINFORCED CONC

SLAB-ON-GRADE

RE: PLAN

TO SLAB

RE: PLAN

HORIZONTAL REINF,

RE: SCHEDULES

VERTICAL REINF,

RE: SCHEDULES

REINFORCED CONC

SLAB-ON-GRADE

RE: PLAN

EXP JOINT W/ JOINT

FILLER & SEALANT

TO SLAB

RE: PLAN

FOOTING

RE: SCHED ON SB601

RE: PLAN

DOWELS TO MATCH

VERT REINF

FIN GRADE

RE: CIVIL

TO FOOTING

EQ 300 EQ

STOOP, RE:

1A/SS501

HORIZONTAL REINF,

RE: SCHEDULES

VERTICAL REINF,

RE: SCHEDULES

100mm BLINDING CONCRETE

EXP JOINT W/ JOINT

FILLER & SEALANT

FOOTING

RE: SCHED ON SB601

RE: PLAN

DOWELS TO MATCH

VERT REINF

TO WALL

EL=2000

TO FOOTING

NOTE:

SOG AND FOUNDATION

AT THE DOORS NOT

SHOWN FOR CLARITY.

100mm BLINDING CONCRETE

REINFORCED CONC

SLAB-ON-GRADE

RE: PLAN

TO SLAB

RE: PLAN

HORIZONTAL REINF,

RE: SCHEDULES

VERTICAL REINF,

RE: SCHEDULES

TRENCH GRATE

SEE SPEC

SOG REINFORCEMENT,

REFER TO PLAN

D16 AT 300 EW T&B

VAPOR RETARDER

D16 @ 300 OC

1 (TYP)

1 MIN

TYP

"B" = 450 MIN

"H" = VARIES, 300 MM MIN

"D" = VARIES, 300 MM MIN

SLOPE, SEE PLANSLOPE, SEE PLAN

SOG

SEE PLANS

"B"

"H

"D

TYP

TO SLAB

RE: PLAN

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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FOUNDATION WF4500

NTS2

FOUNDATION WF4000

1 : 205

FOUNDATION AT FIRE ROOM - WF1000

NTS3

FOUNDATION DETAIL

0 0.2 10.4 0.6 0.8 2

1:20

1 : 204

SECTION AT TRENCH DRAIN

CL CLCL

TO FTG EL

RE: PLAN

TO SLAB EL

RE: PLAN

COLUMN

BY MBS MFR

1050 3000 * 1050

NOTE: * DENOTES DIMENSION

TO VERIFY W/DOOR MFR.

450 1200 * 900 450

GLGL

COLUMN

BY MBS MFR

100mm BLINDING CONCRETE

D12 @ 300 EW, TYP

ROUGHENED

SURFACE

ISOLATION JOINT,

TYP AROUND

PEDESTALS

CONC APRON

RE: CIVIL

PIER REINF AND

SUPPLEMENTAL REINF

RE: 4 AND 5 ON SB302

(TYP)

COLUMN PIER

RE: 4/SB302

CL

RAILS, RAIL

SUPPORT AND

ANCHORAGE BY

DOOR MFR

GL

TO FTG EL

RE: PLAN

TO SLAB EL

RE: PLAN

CONC

APRON

RE: CIVIL

FOOTING

RE: PLAN & SCHED

ON SB601

CL CL

100mm BLINDING

CONCRETE

GL

D12 @ 300

EW, T&B, TYP

D12 @ 300, TYP

D12 @ 300

ROUGHENED

SURFACE

450 450

D12 @ 300 EW,

T&B, TYP

NOTE: NUMBER OF RAILS WILL

VARY FROM 1 TO 3, ALONG

THE SLAB. COORDINATE WITH

DOOR MFR

CL

RAILS, RAIL

SUPPORT AND

ANCHORAGE BY

DOOR MFR

GL

TO FTG EL

RE: PLAN

TO SLAB EL

RE: PLAN

CONC

APRON

RE: CIVIL

CL CL

100mm BLINDING

PLAIN CONCRETE

GL

450 450

NOTES:

1. NUMBER OF RAILS WILL VARY FROM 1

TO 3, ALONG THE SLAB. COORDINATE

WITH DOOR MFR.

2. FOR REINF REFER TO 2/SB302

REINFORCED CONC

SLAB-ON-GRADE

RE: PLAN

EXP JOINT W/ JOINT

FILLER & SEALANT

CL

CL

(16) D20 VERT

PIER REINF.

(3) D14 STIRRUPS @ 75

FROM TO PIER, REMAINDER

@ 300 MAX.

ANCHOR RODS,

PER MBS MFR

CL

CL

PIER REINFORCEMENT,

ANCHOR RODS,

PER MBS MFR

SEE 4/SB302

SHEAR REINFORCEMENT

FROM TO PIER, RE:

SCHEDULE

TENSION

REINFORCEMEN

T, RE: SCHEDULE

B

H

B = ANCHOR BOLTS SPACING + BOLT +50mm H = 300 mm

US Army Corps of Engineers®

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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FOUNDATION DETAIL AT DOOR

1 : 202

SECTION AT RAIL DOOR SUPPORT

0 0.2 10.4 0.6 0.8 2

1:20

1 : 203

SECTION AT RAIL DOOR SUPPORT

1 : 204

DOOR SUPPORT COLUMN PIER - P1

1 : 205

SUPPLEMENTAL REINF. - TYPE A

FOOTING SCHEDULE

SIZE

(LxWxT)TYPE TOP LONG BARS

WF1100

TOP SHORT BARS BOT. LONG BARS

NOTE:

1. SEE DRAWINGS S-001 & S-002 FOR GENERAL NOTES AND DESIGN CRITERIA AND SS-SERIES FOR STRUCTURAL NOTES.

WF4000

CF1

WF4500

BOT. SHORT BARS

CONT x 1100 x 800

CONT x 4000 x 800

40750 x 5100 x 800

CONT x 4500 x 800

D20 @ 125

D20 @ 100

D20 @ 175

D20 @ 100D20 @ 175 D20 @ 175

D20 @ 150

D20 @ 175 D20 @ 175 D20 @ 175

D20 @ 125 D20 @ 150

D20 @ 175 D20 @ 175 D20 @ 175 D20 @ 175

STEM WALL SCHEDULE

WIDTHTYPE VERTICAL REINF.

STEM-1

HORIZONTAL REINF. NOTES

STEM-2

STEM-4

STEM-3

D20 @ 450

D20 @ 450

D20 @ 300

-D20 @ 100

D20 @ 100

D20 @ 125 -

D20 @ 300 D20 @ 125 -

SUPPLEMENTAL REINFORCEMENT SCHEDULE

TYPE TENSION REINF.

TYPE A

SHEAR REINF. NOTES

TYPE B

(8 MIN) D16 U

APPLICABLE TO COLUMNS AT SHELTER, EXCEPT COLUMNS AT C.1/1, C.2/1 & C.3/1.

(3 MIN) D16 CLOSED TIES

(6 MIN) D16 U (2 MIN) D16 CLOSED TIES

APPLICABLE AT DOOR FRAMING ON COLUMNS A/3, A/4, F/3 & F/4 ONLY.

NOTES:

1. DOWEL TENSION REINFORCEMENT INTO FOOTINGS TO THE BOTTOM LAYER OF FOOTING REINFORCEMENT AND END WITH ACI STANDARD 90 DEGREE HOOKS.

2. SPACE SHEAR REINFORCEMENT AT 75mm OC.

3. TENSION AND SHEAR REINFORCEMENTS INDICATED ARE MINIMUM AND BASED ON PRELIMINARY DESIGN OF THE MBS. CONTRACTOR MUST COORDINATE WITH THE MBS MANUFACTURER TO DETERMINE THE FINAL LOCATIONS WHERE SUPPLEMENTAL TENSION AND SHEAR ARE REQUIRED, INCLUDING THE FINAL SUPPLEMENTAL REINFORCEMENT LAYOUTS, QUANTITIES, BAR SIZES, LENGTHS AND SPACING, WHICH ARE DEPENDENT ON THE MBS COLUMN ANCHOR BOLT INFORMATION, FINAL COLUMN BASE REACTIONS, AND PEDESTAL GEOMETRY. CONTRACTOR MUST SUBMIT THE MBS COLUMN CONCRETE ANCHORAGE DESIGN AND DETAILS TO CONTRACTING OFFICER'S REPRESENTATIVE FOR REVIEW AND APPROVAL.

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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SF2021

SF202 2

SF201

7100 6090 6090 6090 6090 6090 630 3000

SF201

F

E

B

A

MBS

COLUMNS BY

OTHERS

MBS

FRAMING BY

OTHERS

S W

SW1

SW1

S W

S W

S

W

SW3

SW3

S W

S W

SF401

MBS

FRAMING BY

OTHERS

COLUMNS AS

PER MBS MFR

SB301

1 1.1 1.2 1.3 1.4 2

C.2

C.1

200 200

EJ 50 , NOTE 6

EJ 50 , NOTE 6

C.3

US Army Corps of Engineers®

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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1 : 1001

FRAMING PLAN - GROUND FLOOR

1. SEE DRAWINGS S-001 FOR GENERAL NOTES AND DESIGN

CRITERIA AND SS-SERIES FOR DETAILS AND STRUCTURAL

NOTES.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS,

SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.

3. "SW" INDICATES A CAST-IN-PLACE CONCRETE WALL.

REFERENCE WALL SCHEDULE ON SHEET SB601.

4. ALL COLUMNS ARE CENTERED WITH THE GRIDLINES,

UNLESS NOTED OTHERWISE.

5. REINFORCED CONCRETE PEDESTAL. RE: DETAIL .

6. PROVIDE A 50MM EXPANSION JOINT SHOWN BETWEEN THE

BACK OF THE SHELTER AND THE FIRE ROOM. DO NOT

STRUCTURALLY CONNECT THESE TWO STRUCTURES. FOR

JOINT COVERS DETAILS, REFER TO ARCH.

PLAN NORTH

/4 SB302

SF2021

SF202 2

SF201

SF201

F

E

B

A

431 1.1 1.2 1.3 1.4 2

C.2

C.1

7100 6090 6090 6090 6090 6090 630 3000

MBS

FRAMING BY

OTHERS

MBS

FRAMING BY

MBS MNF

S W

MBS

FRAMING BY

MBS MNF

COLUMNS AS PER MBS MFR

SB301

BRACINGS BY

MBS MNF

C.3

US Army Corps of Engineers®

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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1. SEE DRAWINGS S-001 FOR GENERAL NOTES AND DESIGN

CRITERIA AND SS-SERIES FOR DETAILS AND STRUCTURAL

NOTES.

2. COORDINATE DIMENSIONS, WALL OPENINGS, ELEVATIONS,

SECTIONS, AND DETAILS WITH ARCHITECTURAL DRAWINGS.

3. ASSUMED BRACING IN EVERY BAY ON THE ROOF,

COORDINATE WITH MBS MANUFACTURER. .

1 : 1001

FRAMING PLAN - ROOF

PLAN NORTH

TO GROUND FLOOR

TO FOOTING

-700

TO METAL ARCH

10510

TO METAL FRAMING AT

DOOR

10050

TO PARAPET

TO WALL

4 3 NOTE:

ALL STRUCTURAL STEEL

SHAPE ARE FOR

PRESENTATION ONLY

SHEAR WALL

FOUNDATIONS,

RE: PLAN AND SCHEDULE

MBS BY OTHERS

MBS FRAMING BY OTHERS

11.11.21.31.42

SF401

RAIL SUPPORT

BEAMS BY MBS AND

HANGAR DOOR MFR,

NOTE 1 (TYP)

TO GROUND FLOOR

TO FOOTING

-700

TO METAL ARCH

10510

TO METAL FRAMING AT

DOOR

10050

TO PARAPET

TO WALL

43NOTE:

ALL STRUCTURAL STEEL

SHAPE ARE FOR

PRESENTATION ONLY FRAMING BY MBS MFR

MBS BY OTHERS

FOUNDATIONS, RE: PLAN AND SCHEDULE

SHEAR WALL

1 1.1 1.2 1.3 1.4 2

BRACING BY

MBS MFR

US Army Corps of Engineers®

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\A - ALERT SHELTER\KU-509974-2A-DM-S-ALSH_RVT25.rvt

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ELEVATION A