VOL 5 OF 14_FACILITY E_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

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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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E - ALERT MAGAZINE5

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INDEX OF DRAWINGS

KU-509974-2 - FACILITY E - ALERT SHELTER

SHEET

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FILE NAME REV. NO.

AM/COP

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GENERAL

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

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

GI041 KU-509974-2E-GI041 BUILDING CODE AND LIFE SAFETY ANAYLSIS

GI101 KU-509974-2E-GI101 LIFE SAFETY PLAN

STRUCTURAL

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

S-002 KU-509974-2E-S-002 STRUCTURAL SPECIAL INSPECTIONS

SB101 KU-509974-2E-SB101 FOUNDATION PLAN

SB102 KU-509974-2E-SB102 FOUNDATION PLAN WITH AIR CONDITIONING ROOM

SF201 KU-509974-2E-SF201 ELEVATIONS

SF301 KU-509974-2E-SF301 BUILDING SECTIONS

SF302 KU-509974-2E-SF302 BUILDING SECTIONS

SF303 KU-509974-2E-SF303 PILASTER SECTIONS

SF304 KU-509974-2E-SF304 WING WALL SECTION

SF305 KU-509974-2E-SF305 BUILDING SECTIONS WITH AIR CONDITIONING ROOM

SF306 KU-509974-2E-SF306 STRUCTURAL GENERAL NOTES

SF501 KU-509974-2E-SF501 WALL DETAILS

SF502 KU-509974-2E-SF502 TYPICAL DETAILS

SC301 KU-509974-2E-SC301 DOOR SECTIONS WITH AIR CONDITION ROOM

SC501 KU-509974-2E-SC501 DOOR DETAILS

SC502 KU-509974-2E-SC502 DOOR DETAILS

SC503 KU-509974-2E-SC503 DOOR DETAILS

SC504 KU-509974-2E-SC504 INTERNAL LOCKING DEVICES

INTERIORS

IN101 KU-509974-2E-IN101 FINISH PLAN & FINISH SCHEDULE

MECHANICAL

MH101 KU-509974-2E-MH101 HVAC PLAN - GROUND FLOOR - COMPOSITE

MH301 KU-509974-2E-MH301 MECHANICAL SECTION

MH501 KU-509974-2E-MH501 MECHANICAL DETAILS

MH502 KU-509974-2E-MH502 MECHANICAL DETAILS

MH503 KU-509974-2E-MH503 MECHANICAL DETAILS

MH601 KU-509974-2E-MH601 MECHANICAL SCHEDULES

MH801 KU-509974-2E-MH801 SEQUENCE OF OPERATIONS

ELECTRICAL

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

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

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

EG101 KU-509974-2D-EG101 LIGHTNING PROTECTION AND GROUNDING PLAN

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

TELECOMMUNICATIONS

T001 KU-509974-2E-T001 TELECOMMUNICATIONS LEGEND

TM101 KU-509974-2E-TM101 CCTV PLAN

TM102 KU-509974-2E-TM102 IDS PLAN

TN101 KU-509974-2E-TN101 TELECOMMUNICATIONS DROPS

TN501 KU-509974-2E-TN501 TELECOM CABINET DETAILS

1. PROJECT'S APPLIED CODES & STANDARDS:

2. BUILDING CODE REQUIREMENTS:

A. COMPLIANCE:

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

REQUIREMENTS.

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

REQUIREMENTS AND ALL 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 10-2022 STANDARD FOR PORTABLE FIRE EXTINGUISHERS.

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

3) 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.

3) UFC 4-420-01-2015, CHANGE 1: (OCT21): AMMUNITION AND EXPLOSIVES STORAGE MAGAZINES

F. UNIFIED FACILITIES GUIDE SPECIFICATIONS “UFGS”:

1) UFGS 01 33 00: SUBMITTAL PROCEDURES

2) UFGS 10 44 16: FIRE EXTINGUISHERS

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:

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 18: HIGH-RISK:

B) CONSTRUCTION TYPE:

1) KFF VOLUME 1, CHAPTER 5 TABLE NO. 5-1: TYPE: FIRST, FIRE RESISTANCE: 3-4 HOURS:

C) MIXED USE & OCCUPANCY:

1. KFF VOLUME 1, CHAPTER 5, SECTION FIFTEENTH: NOT APPLICABLE:

D. BUILDING HEIGHTS AND AREA:

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

1) HEIGHT: HEIGHT IN METERS: (M) ALLOWABLE: 19.8 ACTUAL: 10.5

HEIGHT IN STORIES: ALLOWABLE: 1 ACTUAL: 1

2.) AREA: SQUARE METER: (SM) ALLOWABLE: 1276 ACTUAL: 230

STORAGE AREA=211 SM AND MECHANICAL ROOM=19SM:

E. FIRE RESISTIVE REQUIREMENTS:

1) IBC-2021 SECTION 602, TABLES 601, 602, & 705.5: TYPE I-A (FIRST TYPE) CONSTRUCTION: RATING IN HOURS:

PRIMARY STRUCTURAL FRAME: REQUIRED: 3 PROVIDED: 3

EXTERIOR BEARING WALLS: REQUIRED: 3 PROVIDED: 3

INTERIOR BEARING WALLS: REQUIRED: 3 PROVIDED: 3

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: 2 PROVIDED: 2

ROOF CONSTRUCTION & SECONDARY STRUCTURAL MEMBERS: REQUIRED: 1 1/2 PROVIDED: 1 1/2

2) EXTERIOR NONBEARING WALLS AND PARTITIONS:

KFF, VOLUME 1, CHAPTER 5, TABLE 5-2: BUILDING RISK AND OCCUPANCY: 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: NO PROVIDED: NO

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS:

1) FIRE ALARM SYSTEMS:

I. KFF TYPE FACILITY NOT ADDRESSED USE UFC 4-420-01: MANUAL AND AUTOMATIC FIRE WARNING SYSTEMS: REQUIRED: NO PROVIDED: NO

2) FIRE SUPPRESSION SYSTEMS:

I. KFF TYPE FACILITY NOT ADDRESSED USE UFC 4-420-01: AUTOMATIC SPRINKLER SYSTEM: REQUIRED: NO PROVIDED: NO

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S)

A) FOAM SYSTEM:

KFF TYPE FACILITY NOT ADDRESSED USE UFC 4-420-01: REQUIRED: NO PROVIDED: NO

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

KFF VOLUME 6, CHAPTER 8 AND KFF VOLUME 6, CHAPTER 8: KFF TYPE FACILITY NOT ADDRESSED USE UFC 4-420-01:

25 MM RUBBER HOSE AND HOSE CABINET: REQUIRED: NO PROVIDED: NO

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

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY:

1) KFF VOLUME 1, CHAPTER 18: HIGH-RISK:

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

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2: STORAGE AREA: (GROSS) (209 SM / 45 SM PP) ALLOWABLE: 5 ACTUAL: 5

MECHANICAL ROOM: (GROSS) (19 SM / 45 PP) ALLOWABLE: 1 ACTUAL: 1

TOTAL = 6 PERSONS

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

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-1: STAIRWAYS: OCCUPANT LOAD (OL) X 7.6 MM: ALLOWABLE: 38 ACTUAL: N/A

OTHER: LEVEL COMPONENTS AND RAMPS: OL X 5.1 MM: ALLOWABLE: 850 ACTUAL: 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 SECTION: TWO OR MORE SEPARATE EXITS: (CPT>23 M) ALLOWABLE: 1 ACTUAL: 1

A SINGLE EXIT IS PERMITTED SINCE NON OF THE FOLLOWING LIMITATIONS ARE EXCEEDED:

-COMMON PATH OF TRAVEL EXCEEDS 23 M.

-TWO-WAY TRAVEL DISTANCE EXCEEDS 35 M.

-OCCUPANT LOAD EXCEEDS 50.

-AREA OF SPACE / ROOM EXCEEDS 250 SQM.

E. ARRANGEMENT OF MEANS OF EGRESS: NONSPRINKLERED:

1) KFF VOLUME 1, CHAPTER 6, FOURTH: EXITS SHALL BE LOCATED AT A DISTANCE FROM ONE ANOTHER: REQUIRED: N/A ACTUAL: N/A

F. TRAVEL DISTANCE TO EXIT: NONSPRINKLERED:

1) KFF VOLUME 1, CHAPTER 18, SECOND:

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

TRAVEL DISTANCE: (TD) (TWO-WAY): ALLOWABLE: NR ACTUAL: NR

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

NR=NOT REQUIRED

3) EMERGENCY AND EXIT LIGHTS: KFF VOLUME 6, CHAPTER 8 & VOLUME 3, PART 2: REQUIRED: NO PROVIDED: NO

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

1) IBC-2021 TABLE 803.13 INTERIOR WALL AND CEILING FINISH: STORAGE: (CLASS A, B OR C) NONSPRINKLERED:

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

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

ROOMS AND ENCLOSED SPACES: ALLOWABLE: B ACTUAL: B

2) IBC-2021, SECTION 804.4.2 FLOOR FINISH CLASS I/II: FLOOR FINISH: 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 ABA (ARCHITECTURAL BARRIERS ACT) STANDARDS AS APPLICABLE:

**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 ARE 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 SYSTEMS:

I. PORTABLE FIRE EXTINGUISHERS: KFF 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 SYSTEMS: KFF VOLUME 6, CHAPTER. 8 AND KFF VOLUME 5, CH 3 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.

**EXCEPTIONS**

THE NATURE OF THIS EARTH COVERED MAGAZINE (ECM) IS NOT WITHIN THE SCOPE OF GENERAL REQUIREMENTS AND GUIDANCE PROVIDED BY THE IBC, KFF, AND NFPA. UFC 3-600-01 AND UFC 4-420-01 PROVIDE SPECIFIC GUIDANCE FOR THIS FACILITY TYPE AND DO NOT REQUIRE EARTH

COVERED MAGAZINES (ECM) TO COMPLY WITH NFPA OR IBC.

**EXCEPTIONS**

THE NATURE OF THIS EARTH COVERED MAGAZINE (ECM) IS NOT WITHIN THE SCOPE OF GENERAL REQUIREMENTS AND GUIDANCE PROVIDED BY THE IBC, KFF, AND NFPA. UFC 3-600-01 AND UFC 4-420-01 PROVIDE SPECIFIC GUIDANCE FOR THIS FACILITY TYPE AND DO NOT REQUIRE EARTH

COVERED MAGAZINES (ECM) TO COMPLY WITH NFPA OR IBC.

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PATH OF EGRESS

FIRE EXTINGUISHER IN A CABINET

PER UFC 4-420-01

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DOOR (D)

STAIRWAY (S)

ACTUAL CLEAR WIDTH

ACTUAL EGRESS

EXIT TYPE:

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EXTERIOR (EXT)

REQUIRED CLEAR WIDTH

EGRESS CAPACITY

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ROOM

MUNITION

STORAGE

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\E - ALERT MAGAZINE\KU-509974-2E-DM-FP-ALMA_RVT25.rvt

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LEGEND

0 1051 2 3 4

1:100

1. UFC 3-600-01 AND UFC 4-420-01 DO NOT REQUIRE

COMPLIANCE WITH NFPA OR IBC.

2. CONTRACTOR AWARDED THIS PROJECT IS REQUIRED TO

COMPLY WITH KUWAIT REQUIREMENTS AND ALL OTHER

APPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

3. ALL FIRE AND LIFE SAFETY DRAWINGS ARE CONCEPTUAL

IN NATURE. CONTRACTOR DESIGN “SHOP” DRAWINGS

MUST COMPLY WITH KUWAIT REQUIREMENTS AND ALL

OTHER APPLICABLE CODES, STANDARDS, AND

REQUIREMENTS.

4. FOR GENERAL NOTES, SYMBOLS, AND ADDITIONAL OTHER

DETAILS SEE STANDARD DRAWINGS SF001, SF002, SF003,

SF501, SF502, AND OTHER FACILITY DRAWINGS.

5. FOR EXIT AND EMERGENCY LIGHTS REFER THE

ELECTRICAL DRAWINGS.

PATH OF EGRESS

LEVEL TYPE TRAVEL SUGGESTION ACTUAL

GROUND FLOOR TD-A 30000 26677

A 26677

OCCUPANT LOAD - GROUND FLOOR

ROOM

NO. ROOM NAME USE AREA OLF (M2)

OCCUPANT LOAD

SUGGESTION

101 MUNITION STORAGE STORAGE 211 m² 45 5

102 MECHANICAL ROOM MECHANICAL 19 m² 28 1

TOTAL OCCUPANT LOAD 6

1 : 1001

LIFE SAFETY PLAN - GROUND FLOOR - OVERALL

1. EXCEPTION

THE NATURE OF THIS EARTH COVERED MAGAZINE (ECM) IS

NOT WITHIN THE SCOPE OF GENERAL REQUIREMENTS AND

GUIDANCE PROVIDED BY THE IBC, KFF, AND NFPA. UFC

3-600-01 AND UFC 4-420-01 PROVIDE SPECIFIC GUIDANCE

FOR THIS FACILITY TYPE AND DO NOT REQUIRE EARTH

COVERED MAGAZINES (ECM) TO COMPLY WITH NFPA OR IBC.

2. PORTABLE FIRE EXTINGUISHERS: PLACE PORTABLE FIRE

EXTINGUISHERS IN WEATHERPROOF ENCLOSURES ON THE

EXTERIOR OF THE ECM IN ACCORDANCE WITH UFC 4-420-01

AND KFF FOR SIZE, TYPE, AND LOCATION

PLAN NORTH

1.0 DESIGN CRITERIA:

THE ALERT MAGAZINE STRUCTURE IS A STANDARDIZED DESIGN. THE STANDARD

DESIGN LOADS BELOW USED FOR THIS STRUCTURE HAVE BEEN VERIFIED TO

EXCEED THE SITE-SPECIFIC DESIGN LOAD REQUIREMENTS FOR THE PROJECT.

A. BUILDING CODES AND SPECIFICATIONS:

1. INTERNATIONAL BUILDING CODE 2021 (IBC) AS MODIFIED BY UFC 1-200-01

2. UFC 1-200-01 DOD BUILDING CODE WITH CHANGE 3, 26 FEBRUARY 2024

3. AMERICAN CONCRETE INSTITUTE (ACI 318-19)

4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-16 AND AISC 325-17)

5. AMERICAN WELDING SOCIETY, A.W.S. 1.1 - 2020, WITH ERRATA 1 2021

B. LIVE LOADS

ROOF = 4.79 KN/M2

FLOOR = 4.79 KN/M2

C. SNOW LOAD:

GROUND SNOW LOAD (Pg) = 2.87 KN/M2

IMPORTANCE FACTOR (I) = 1.1

EXPOSURE CATEGORY (Ce) = 1.0 THERMAL CATEGORY (Ct) = 1.0

D. WIND LOAD:

BASIC WIND SPEED: 210 KM/HR

EXPOSURE CATEGORY: C

ENCLOSURE CLASSIFICATION: ENCLOSED

E. EARTHQUAKE:

OCCUPANCY CATEGORY = III

Ie = 1.25 Ss = 1.0 Sds = 0.67 S1 = 0.4 Sd1 = 0.37

SITE CLASS: C

BASIC SEISMIC-FORCE RESISTING SYSTEM:

SPECIAL REINFORCED CONCRETE SHEARWALLS

SEISMIC DESIGN CATEGORY = D

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE

F. SOILS

SOIL DENSITY (y): 19 KN/M3

ANGLE OF INTERNAL FRICTION OF THE SOIL (0): 30 DEGREES

AT-REST PRESSURE (EFP): 9.42 Kpa PER METER OF DEPTH ACTIVE PRESSURE (EFP): 6.30 Kpa PER METER OF DEPTH

2.0 GENERAL

2.1 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO

CONSTRUCTION/FABRICATION. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER

OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.

2.2 THE STRUCTURE (MEMBERS AND CONNECTIONS) HAS BEEN DESIGNED TO SUPPORT

IN-PLACE DESIGN LOADS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

LIMITING CONSTRUCTION LOADS SUCH THAT THESE LOADS DO NOT EXCEED THE

DESIGN LOADS NOTED ABOVE.

2.3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE CONSTRUCTION METHODS,

PROCEDURES, AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING

CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT AND MAINTAIN THE STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING

CONSTRUCTION AT ALL STAGES.

2.4 SECTIONS AND DETAILS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE

CONSIDERED TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC

SECTION INDICATED.

2.5 THE CONTRACTOR SHALL COORDINATE STANDARD DRAWINGS WITH THE

VENDOR/MANF. SHOP DRAWINGS TO VERIFY SIZES AND LOCATIONS OF OPENINGS,

SLEEVES, INSERTS, DEPRESSIONS, FINISHES, SLOPES, ETC. ANY DISCREPANCY

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

2.6 SEE CIVIL SITE LAYOUT DRAWINGS (PART OF SITE ADAPTATION) FOR ACTUAL

FINISHED FLOOR ELEVATIONS (F.F.E.) FOR ALL BUILDINGS. ELEVATIONS SHOWN IN

STRUCTURAL DOCUMENTS WILL BE BASED ON REFERENCED F.F.E. EQUAL TO 30.5 M,

U.O.N.

2.7 ANY DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE

STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL

GOVERN. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING.

2.8 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL

STRUCTURAL WORK, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING

SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN

ACCORDANCE WITH THE DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN

STRENGTH.

2.9 HEAVY COMPACTION AND OPERATION EQUIPMENT SHALL BE KEPT A MINIMUM DISTANCE EQUAL TO THE

HEIGHT OF THE BACKFILL ABOVE THE FOUNDATION FROM THE BACK FACE OF THE REINFORCED

CONCRETE WINGWALLS. THE CONTRACTOR SHOULD TAKE CARE NOT TO OVERCOMPACT THE BACKFILL

DIRECTLY BEHIND THESE RETAINING WALLS.

3.0 FOUNDATIONS

3.1 SEE SPECIFICATIONS FOR EARTHWORK PREPARATION OF FOUNDATIONS INCLUDING THE REMOVAL OF ORGANIC MATERIALS, COMPACTING SOILS BENEATH STRUCTURES, BACK FILL REQUIREMENTS FOR OVER

EXCAVATION AND REMOVAL OF UNSUITABLE MATERIALS.

3.2 MAXIMUM ASSUMED NET SOIL BEARING PRESSURE USED FOR DESIGN: 144 KN/M2

3.3 ASSUMED UNIT WEIGHT OF SOIL USED FOR DESIGN: 19 KN/M3

3.4 ALL FOUNDATION BEARING SURFACES SHALL BE REVIEWED BY THE GEOTECHNICAL ENGINEER PRIOR TO

PLACING CONCRETE TO ENSURE THEIR COMPLIANCE WITH THE PRESSURES NOTE ABOVE.

3.5 ALL FOOTINGS SHALL PROJECT AT LEAST 460 MM INTO UNDISTURBED NATURAL SOIL OR COMPACTED ENGINEERED FILL HAVING A SOIL BEARING PRESSURE THAT MEETS OR EXCEEDS THAT SPECIFIED ABOVE.

3.6 ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH LEAN CONCRETE.

3.7 CONCRETE SHALL NOT BE PLACED OVER FROZEN SOIL OR FOOTING EXCAVATIONS SUBJECTED TO WATER.

4.0 CONCRETE

4.1 ALL CONCRETE WORK INCLUDING DETAILING, FABRICATION, PLACEMENT OF REINFORCING, MIXING, HANDLING, PLACING, FINISHING, AND CURING SHALL CONFORM TO THE FOLLOWING DOCUMENTS:

ACI 301-20 - "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"

ACI 315-18 - "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES"

ACI 318-19 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

4.2 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH 28MPa (4000psi) AT 28 DAYS, U.O.N. ALL

CONCRETE SHALL CONFORM TO ASTM C94.

4.3 REINFORCING BARS SHALL BE DEFORMED TYPE CONFORMING TO ASTM A615/A615M GRADE 420 (60 ksi). BS

4449 GRADE B500 IS NOT PERMITTED.

4.4 WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1065 OR BS4483. MINIMUM LAP AND EMBEDMENT TO BE THE GREATER OF ONE CROSS WIRE SPACING PLUS 50 MM OR 150 MM, WHICHEVER IS

GREATER.

4.5 FABRICATE AND PROVIDE BAR SUPPORTING ACCESSORIES IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE AND C.R.S.I. SPECIFICATIONS. REINFORCING SHALL NOT BE WELDED IN ANY MANNER

U.O.N. IN CONSTRUCTION DOCUMENTS.

4.6 REINFORCING SPLICES SHALL CONFORM WITH ACI 318 CLASS "B" TENSION LAP SPLICES, U.O.N. NO SPLICES ARE PERMITTED IN THE PILASTERS AND DOOR HEADER. SPLICES IN THE 300 MM HEADWALL, IF NECESSARY, SHALL BE STAGGERED ON OPPOSITE FACES AND SPLICES OF ADJACENT PARALLEL BARS WITHIN THE SAME LAYER SHALL BE STAGGERED. STAGGER 300 MM HEADWALL SPLICES BY THE SPLICE

LENGTH INDICATED IN THE DRAWINGS.

4.7 CONCRETE COVERAGE OF REINFORCEMENT FOR CAST IN PLACE CONSTRUCTION U.O.N.

CONCRETE CAST AGAINST EARTH - 75 MM

FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:

19 Ø BAR AND LARGER - 50 MM

16 Ø BAR AND SMALLER - 40 MM

CONCRETE NOT EXPOSED TO WEATHER:

SLABS, WALLS, JOISTS - 25 MM

BEAMS AND COLUMNS - 40 MM

SLAB ON GRADE - MIN. 70 MM FROM BTM. AND MIN. 50 MM FROM TOP

4.8 PROVIDE REINFORCING BARS IN CONCRETE FOOTINGS TO MATCH THE SIZE AND SPACING OF THE HORIZONTAL REINFORCING AT ALL CORNERS AND INTERSECTIONS OF STRIP FOOTINGS. PROVIDE LEG

LENGTH EQUIVALENT TO CLASS "A" TENSION LAP SPLICE U.O.N.

4.9 PROVIDE DOWEL TO FOUNDATION WITH 90 DEGREE HOOK TO MATCH SIZE AND SPACING OF VERTICAL

REINFORCING AT ALL PEDESTALS, WALLS, AND COLUMNS.

4.10 FOOTINGS AND SLABS SHALL HAVE NO HORIZONTAL JOINTS (POURED TO THEIR FULL DEPTHS IN ONE

OPERATION). ANY STOP IN CONCRETE WORK SHALL BE BULKHEAD AND KEYED, U.O.N.

4.11 REINFORCEMENT SHALL NOT BE BENT OR STRAIGHTENED IN A MANNER THAT WILL DAMAGE THE

MATERIAL. BARS WITH KINKS OR IMPROPER BENDS SHALL NOT BE USED.

4.12 REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, BUT DISCONTINUOUS

THROUGH ALL CONTROL JOINTS, U.O.N.

4.13 REFER TO GEOTECHNICAL REPORT FOR RECOMMENDATIONS RELATIVE TO SUBGRADE PREPARATION FOR

SLAB ON GRADE WORK.

4.14 ALTERNATE REINFORCEMENT SIZES ARE NOT PERMITTED. THE SIZE AND SPACING SPECIFIED ON THESE

DRAWINGS MUST BE STRICTLY FOLLOWED.

5.0 STRUCTURAL STEEL

5.1 STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTION DESIGN SHALL

CONFORM TO A.I.S.C.'S "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."

5.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS

ALTERNATE GRADES OR MATERIAL DESIGNATIONS ARE NOT PERMITTED:

W AND S SHAPES: ASTM A36

STEEL CHANNELS, ANGLES, PLATES, AND BARS: ASTM A36

RECTANGULAR, SQUARE, AND ROUND HSS: ASTM A500, GRADE B

STEEL PIPE (HSS): ASTM A53, GRADE B

5.3 STRUCTURAL FASTENERS SHALL CONFORM TO THE FOLLOWING ASTM

DESIGNATIONS:

THREADED RODS: ASTM A36

HEADED STUDS: ASTM A108, GRADES 1015 TO 1020 (413 MPa TENSILE

STRENGTH)

5.4 BOLTED CONNECTIONS SHALL CONFORM TO RCSC'S "SPECIFICATION FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." ALL BOLTS SHALL BE 20

MM Ø, U.O.N.

5.5 WELDED CONNECTIONS SHALL CONFORM TO AWS D1.1 "STRUCTURAL WELDING

CODE-STEEL." MINIMUM SIZE FILLET WELDS SHALL BE 5 MM UNLESS OTHERWISE

NOTED AND ELECTRODES SHALL BE E49xx PER AWS A5.1M. WELDERS SHALL BE

QUALIFIED IN ACCORDANCE WITH AWS.

5.6 UNLESS SPECIFICALLY DETAILED ON THE CONTRACT DRAWINGS, ALL FRAMED

BEAM CONNECTIONS SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL

ENGINEER EMPLOYED BY THE FABRICATOR. STANDARD BEAM CONNECTIONS

(NON-COMPOSITE) SHALL BE DESIGNED BASED ON A REACTION EQUAL TO

ONE-HALF THE MAXIMUM TOTAL UNIFORM LOAD CAPACITY FROM AISC'S

"MAXIMUM TOTAL UNIFORM LOAD" TABLE MULTIPLIED BY A FACTOR OF 1.2,

UNLESS REACTIONS ARE SHOWN ON STRUCTURAL DRAWINGS. MINIMUM

REACTION FOR DESIGN SHALL BE (54 KN).

5.7 ALL EXTERIOR STEEL EXPOSED TO THE WEATHER SHALL BE HOT DIPPED

GALVANIZED, U.O.N. MEMBERS NOT REQUIRED FOR CORROSION PROTECTION

SHALL RECEIVE ONE COAT OF STANDARD PRIMER PAINT. DO NOT PRIME OR

PAINT SURFACES WHICH ARE TO RECEIVE FIELD WELDED HEADED SHEAR

STUDS. PROVIDE 75 MM MINIMUM CONCRETE COVER FOR ALL STEEL BELOW

GRADE AND PAINT WITH 2 COATS OF COAL TAR EPOXY. EPOXY SHALL MEET THE

REQUIREMENTS OF PAINT SPECIFICATION SSPC-PAINT 16.

5.8 ALL STIFFENERS AND GUSSET PLATES SHALL BE MINIMUM 10 MM THICK, U.O.N.

6.0 LIGHTNING PROTECTION SYSTEM (LPS)

6.1 ALL METAL PARTS, TO INCLUDE REINFORCEMENT IN FLOOR, WALLS/ARCH,

LOUVERS, VENTILATOR, DOOR AND DOOR FRAME, ETC., SHALL BE MADE

ELECTRICALLY CONTINUOUS BY BONDING PER NFPA 780 APPROVED METHOD(S)

AT 5 LINEAR FOOT INTERVALS. ELECTRICAL CONTINUITY SHALL BE PROVIDED

ACROSS FLOOR EXPANSION AND ISOLATION JOINTS TO ARCH/WALL

REINFORCEMENT AND SHALL BE PROVIDED DURING CONSTRUCTION. SEE

ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LPS.

STRUCTURAL DESIGNATION (7-BAR) NOTES

1. ANY DEVIATION FROM THE STANDARD APPROVED DESIGN

DRAWINGS FOR THE CONCRETE HEADWALL, STEEL DOOR,

CONCRETE ROOF OR THEIR SUPPORTS WITHOUT WRITTEN

APPROVAL FROM THE DEPARTMENT OF DEFENSE EXPLOSIVE

SAFETY BOARD (DDESB) MAY REQUIRE THE MAGAZINE TO BE

CONSIDERED AN UNDEFINED MAGAZINE AND MAY SEVERELY

RESTRICT THE ALLOWABLE STORAGE CAPACITY.

2. IF CONSTRUCTED PER THESE DRAWINGS, FACILITY MEETS

BLAST-RESISTANT DESIGN CRITERIA FOR A 7-BAR

STRUCTURAL DESIGNATION PER DOD 6055.09-M. THIS

DESIGNATION IN NO WAY IMPLIES VALIDATION OF THE

DESIGN AGAINST OTHER LOAD CASES.

1. THIS STANDARD DESIGN DRAWING DATED SEPTEMBER 2013,

STD 421-80-09 SHEETS 1-23, UPDATE AND SUPERSEDE THE

STANDARD DESIGN OF MAGAZINE, CONCRETE OVAL-ARCH

EARTH-COVERED, STD 33-15-74.

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S-001 E

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

ACI 318: CH. 20, 25.2, 25.3,

26.6.1-26.6.3

AWS D1.4

ACI 318: 26.13.1.4

ACI 318: 26.5.2

ASTM C172

ASTM C31

ACI 318: CH 26.5, 26.12

ACI 318: CH. 26

ACI 318: CH.26.11

TABLE C-1 SPECIAL INSPECTIONS SCHEDULE/VERIFICATION

ITEM

CONCRETE CONSTRUCTION

REINFORCING STEEL

PLACEMENT

WELDING OF

REINFORCEMENT

CONCRETE PLACEMENT

SAMPLING AND

TESTING OF CONCRETE

CURING AND

PROTECTION

FORMWORK

DOOR CONSTRUCTION

FABRICATOR

CERTIFICATION/QUALITY

CONTROL PROCEDURES

FABRICATOR INSPECTION

EXTENT OF

INSPECTION1

P

C

C

C

P

P

S

P

REFERENCE COMMENTS/SCOPE

INSPECT SIZE, SPACING, COVER, POSITIONING, AND GRADE OF REINFORCING STEEL.

VERIFY REINFORCING BARS ARE FREE OF FORM OIL OR OTHER DELETERIOUS

MATERIALS. INSPECT BAR LAPS AND MECHANICAL SPLICES. VERIFY BARS ARE

ADEQUATELY TIED AND SUPPORTED ON CHAIRS OR BOLSTERS.

INSPECT ALL REINFORCING STEEL WELDS. VERIFY WELDABILITY OF REINFORCING

STEEL. INSPECT PRE-HEATING OF STEEL WHEN REQUIRED.

INSPECT PLACEMENT OF CONCRETE. VERIFY CONCRETE CONVEYANCE AND

DEPOSITING AVOIDS SEGREGATION OR CONTAMINATION. VERIFY CONCRETE IS

PROPERLY CONSOLIDATED.

INSPECT CURING, COLD WEATHER PROTECTION, AND HOT WEATHER PROTECTION

PROCEDURES.

INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED.

REVIEW OF FABRICATORS QUALITY CONTROL PROCEDURES OR AISC

CERTIFICATIONS.

INSPECT IN-PLANT FABRICATION, OR REVIEW FABRICATOR'S APPROVED

INDEPENDENT INSPECTION AGENCY'S REPORTS.

1 - INSPECTION INTERVALS ARE AS FOLLOWS:

C - CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN

THE AREA WHERE THE WORK IS BEING PERFORMED.

P - PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

S - SURVEILLANCE REVIEW OF SHOP DRAWING SUBMITTAL.

ITEM

ELECTRICAL CONSTRUCTION

REINFORCING STEEL

BONDING CONNECTIONS

ECM GROUNDING

EARTH ELECTRODE

SYSTEM

LIGHTNING PROTECTION

SYSTEM (LPS)

OTHER BONDS

CONTINUITY TESTING

P

P

P

P

P

P

P

EXTENT OF

INSPECTION1 REFERENCE COMMENTS/SCOPE

NFPA 780,

DoD 6055.09-M, V2.E4.3

INSPECT ALL COMPONENTS ESTABLISHING THE FARADAY-LIKE SHIELD

INCLUDING CONCRETE REINFORCING STEEL BONDS AND BONDS BETWEEN

STRUCTURAL ELEMENTS TO ENSURE ELECTRICAL CONTINUITY.

INSPECT THE BOND BETWEEN THE FLOOR SLAB AND GROUND RING

ELECTRODE.

PRIOR TO BURIAL, INSPECT THE EARTH ELECTRODE SYSTEM CONDUCTORS TO

ENSURE NO DAMAGE, BREAKAGE, OR CORROSION HAS OCCURRED TO THE

CONDUCTORS.

INSPECT LPS COMPONENTS FOR SECURE MOUNTING AND PROTECTION

AGAINST ACCIDENTAL MECHANICAL DISPLACEMENT.

INSPECT ALL OTHER ITEMS BONDED TO THE GROUND RING ELECTRODE FOR

CORROSION AND LOOSE CONNECTIONS THAT MIGHT RESULT IN

HIGH-RESISTANCE CONNECTIONS.

WITNESS CONTINUITY TESTING

1 - INSPECTION INTERVALS ARE AS FOLLOWS:

C - CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN

THE AREA WHERE THE WORK IS BEING PERFORMED.

P - PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

S - SURVEILLANCE REVIEW OF SHOP DRAWING SUBMITTAL.

SPECIAL ITEMS RELATED

TO BLAST STRENGTH

DESIGNATION

EARTH COVER

DOOR LAPS

P

C

INSPECT DEPTH GAUGES ON ROOF PRIOR TO EARTH COVER PLACEMENT FOR SIZE

AND STABILITY. INSPECT EARTH COVER DEPTH AND SLOPE TO ENSURE A 2 FOOT

(0.61 M) MINIMUM IS PROVIDED ABOVE STRUCTURE.

INSPECT DOOR LAPS AT TOP AND BOTTOM OF DOOR FRAME.

1 - INSPECTION INTERVALS ARE AS FOLLOWS:

C - CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT

IN THE AREA WHERE THE WORK IS BEING PERFORMED.

P - PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS

PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.

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L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S -0

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

ST

R U

C

TU

R

AL

S

PE

C

IA

L

IN

SP

EC

TI

O

N S

AL

ER

T M

AG

AZ

IN

E

S-002 E

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

150 DIA. PERFORATED FOOTING DRAIN ELEVATIONS AND SLOPES TO

BE ESTABLISHED WHEN STRUCTURE IS SITE ADAPTED

EDGE OF ARCH FOOTING

TYP.

THICKEN FOOTING WHERE ELECTRICAL

AND TELECOMMUNICATION

CONDUITS/LINES GO THROUGH FOOTING.

COORDINATE WITH ELECTRICAL

DRAWINGS. UTILITY CONDUITS/LINES TO

CROSS THROUGH SIDE WALL FOOTING,

NOT THROUGH HEAD WALL FOOTING.

WINGWALL FOUNDATION

WEEPHOLE, TYP.

DRAIN TO REAR

TYP.

C O

N

TR

O

L JO

IN

T (C

.J.)

SEE TYP. D

ETAILS

C .J.

SF301

MAX. (TYPICAL)

FLOOR SLOPE 0.55%

C.J.

C .J.

12200 mm

FLOOR SLOPE 0.55%

FLO

O

R

FLO

O R

SLO

PE 0.55%

SLO

PE 0.55%

310150

10290 W

IN

G

W

ALL

SEE N

O

TE 2 FO

R

D O

O R

O

PEN

IN

G

H

EAD

W

ALL

10290 W

IN

G

W

ALL

SHEET NOTE: IF A/C ROOM OPTION TO BE CONSTRUCTED, FOLLOW THE

CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND SC301 FOR THE

STRUCTURAL SHEETS.

SF501SF304

SF304

SF303

SF302

SF303

SF302

SF501

SF201

SF501

2SF201

TYP.

DOOR, SEE

ELEVATION ON

SC502

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SCALE: 1:50

FOUNDATION PLAN1

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S B1

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

FO

U N

D

AT

IO

N

P

LA

N

AL

ER

T

M

AG

AZ

IN

E

SB101

E m1.25 2.5

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

NORTH

PLAN

GENERAL SHEET NOTES

1. DOOR OPENING SHALL BE 3048 mm X 3048 mm.

2. SLAB-ON-GRADE: 150 mm CONCRETE ON 150 mm CAPILLARY WATER BARRIER AND VAPOR BARRIER, REINFORCED WITH 14Ø AT 300 mm O.C. EACH WAY SUPPORTED 40 mm FROM TOP OF SLAB U.O.N.

3. PLACE CONTROL JOINTS IN SLAB-ON-GRADE AT 5500 mm O.C. (MAX). CONTROL

JOINTS SHALL BE COMPLETED AS SOON AS POSSIBLE.

4. DRAINS TO BE SITE ADAPTED TO DRAIN EITHER TO THE FRONT OR REAR OF THE

MAGAZINE.

5. ALL METAL PARTS, TO INCLUDE REINFORCEMENT, LOUVERS, VENTILATOR, DOOR

FRAME, ETC., SHALL BE MADE ELECTRICALLY CONTINUOUS BY NFPA 780

APPROVED BONDING METHOD(S). ELECTRICAL CONTINUITY SHALL BE PROVIDED

ACROSS FLOOR CONSTRUCTION JOINTS AND ACROSS FLOOR ISOLATION JOINTS

TO ARCH REINFORCEMENT AT 1500 mm INTERVALS. SEE ELECTRICAL DRAWINGS

FOR ADDITIONAL INFORMATION REGARDING LPS.

6. IN FROST AREAS PROVIDE NON-FROST-SUSCEPTIBLE MATERIAL UNDER

HEADWALL FOOTING, TO FULL DEPTH OF FROST PENETRATION, OR LOWER

BOTTOM OF FOOTING TO FROST PENETRATION DEPTH.

7. LOUVERS ARE OPTIONAL. THEIR NECESSARY AND SIZE SHALL BE DETERMINED

DURING THE SITE ADAPTION PROCESS BASED ON MATERIALS TO BE STORED AND

GEOGRAPHICAL LOCATIONS. THE LOUVER WIDTH OF 150 mm SHALL BE

MAINTAINED. THE HEIGHT MAY BE VARIED AS NECESSARY.

8. WATERPROOF ALL SURFACES OF THE SHELTER WHICH WILL BE IN CONTACT WITH

EARTH FILL AFTER SHELTER IS ERECTED.

GRAPHIC SCALE & NORTH ARROW

1:50

MAX. (TYPICAL)

Ø 150 PERFORATED

FOOTING DRAIN

SEE SHEET SB101

C .J.

Ø 150 PVC PIPE

DEPRESSION

FOR WATER

C .J.

S

LO

PE

MM

10290

SF305

SF305

SF305 SF305

SF305

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

SCALE: 1:50

FOUNDATION PLAN WITH AIR CONDITIONING ROOM1

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-2 E-

S B1

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

FO

U N

D

AT

IO

N

P

LA

N W

IT

H

A

IR

C O

N D

IT

IO

N

IN

G R

O O

M

SB102

E

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

1. SEE SHEET SB101 FOR CONTINUATION OF FOUNDATION PLAN.

GENERAL SHEET NOTES

GRAPHIC SCALE & NORTH ARROW

m1.25 2.5

NORTH

PLAN

TRACK SUPPORTS

SEE DETAILS ON

SHEETS SC501 -

SC503

TYP. AT

PILASTER

9000 480

FOUNDATION DRAIN

LOUVER

SEE TYP.

DETAILS

DOOR OPENING

FOUNDATION DRAIN

10290

M

AX

FINISH FLOOR

ELEVATION

AT HEADWALL

9960 10290

VENT ASSEMBLY

SEE TYP. DETAILS

WATERPROOF ENTIRE

SURFACE OF EXTERIOR

WALLS AND ROOF

EXTENTS OF FRONT WALL

ELEVATION BEYOND

FINISH FLOOR AT BASE

OF REAR WALL

FINISH FLOOR/TOP OF

FOUNDATION AT BASE

OF FRONT WALL/DOOR

SHEET NOTE: IF A/C ROOM OPTION TO BE CONSTRUCTED FOLLOW

THE CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND

SC301 FOR THE STRUCTURAL SHEETS.

SF304

1 1

1 2 1

SF304 SF303 SF302

SF304 SF304 SF302

SF303

SF501

CONSTRUCTION JOINT

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F2

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

EL

EV

AT

IO

N

S

SF201

E0 m1.25 2.5

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:50

WALL ELEVATION B2

SCALE: 1:50

WALL ELEVATION A1

GRAPHIC SCALE

SHEET NOTE: IF A/C ROOM OPTION TO BE CONSTRUCTED

FOLLOW THE CHANGES SHOWN ON SHEETS SB102, SF305,

SF306, AND SC301 FOR THE STRUCTURAL SHEETS.

290 3810 4100

SLOPESLOPE

DEPTH GAUGE, SEE

DETAIL 8/SF501

2 MIN.

2 MIN.

NOTE:

COHESIONLESS FILL (NO GM OR SM),

TYPICAL EARTH FILL OVER ARCH SHALL NOT

CONTAIN STONES HEAVIER THAN 4.5 kg OR LARGER THAN 150 mm IN ANY DIMENSION.

M

IN

16 Ø AT 140 O.C.

10 Ø AT 200 O.C.

10 Ø AT 200 O.C.

INT. FACE

16 Ø AT 100 O.C.

EXT. FACE

CLASS "B" LAPSPLICE, TYP.

C

EN

TE

R

LI

N

E (S

YM

M

ET

R

IC

AL

A

BO

U T

C

EN

TE

R

LI

N

E)

BITUMINOUS DAMP PROOFING

ON ENTIRE SURFACE OF EXTERIOR

WALLS AND ROOFCONTRACTOR'S OPTION:

EXTERIOR FACE AT TOP OF

WALL MAY BE CONSTRUCTED

AS SHOWN

R 870

R 1124

R 30 70R 26

R

R

710 2940

1450CONSTRUCTION JOINT,

PROVIDE 50 x 150 KEY

(TYPICAL)

SATISFACTORY FILL

AT 95% MAX. DENSITY

150 MIN. SAND FILTER

MATERIAL

150 DIA. PERFORATED

FOOTING DRAIN

PIPE (PERFORATIONS

DOWN)

GRAVEL FILTER

MATERIAL

50x100 KEY

(TYPICAL)

FLOOR ELEVATION AT BASE

OF REAR WALL (FINISH FLOOR

HIGH POINT)

FILTER FABRIC

16 Ø AT 100 O.C.

EXT. FACE

16 Ø AT 200 O.C.

INT. FACE

10 Ø AT 200 O.C. EF.

ENTIRE ARCH

DOWELS TO MATCH

WALL REINF.

14 KG ASPHALT

IMPREGNATED

FELT

13 Ø BAR AT 1500 O.C.

WELDED TO WALL AND

SLAB REINF.

SLAB-ON-GRADE,

SEE PLAN

M

IN

610 1455 600 255 600

150 CAPILLARY

WATER BARRIER

OVER EXCAVATE AND

RE-COMPACT SOIL PER

SPECIFICATION 31 00 00

VAPOR BARRIER

WORKING POINT, TYP.

13 Ø AT 230 O.C.

TOP AND BOTT.

5 -10 Ø CONT.

TOP AND BOTT.

EROSION PROTECTION, REFER

TO SPECIFICATION 31 32 11

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

J

EN

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

BU

IL

D

IN

G

S

EC

TI

O

N S

SF301

E0 m0.5 1

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:20

BUILDING SECTION1

1:20

PILASTER BEYOND

20 CHAMFER TYP. AT

EXPOSED CONCRETE EDGES

310 DEPTH GAUGE, SEE

DETAIL 8/SF502. PROVIDE

(3) AT ARCH CENTERLINE

AS SHOWN

2 MIN.

M

IN

10 Ø AT 200 O.C.

TY

P.

SE

E

N O

TE

O N

S

16 Ø CONT. AT 140 O.C.

50 X 100 CONTINUOUS KEY

16 Ø VERT. AT 250 O.C. ABOVE

DOOR OPENING, TYP.

16 Ø HORZ. AT 255 O.C. FOR 3048 DOOR OPTION OR

16 Ø HORZ. AT 200 O.C. FOR 2440 DOOR OPTION.

IF SPLICES ARE NECESSARY THEN PROVIDE 940 LAP SPLICE

13 Ø TIES at 150 O.C.

(2) 32 Ø CONT. EACH FACE

(2) 13 Ø CONT. TOP AND BOTT.

DOOR, SEE ELEVATION

ON SHEET SC501

SE

E

N O

TE

O N

S B1

(2) 16 Ø CONT

AT FOOTING

EXTENSION

16 Ø AT 300 O.C.

13 Ø BAR AT 1500 O.C.

WELDED TO FOOTING

AND SLAB REINF.

TOP OF CONCRETE

SLAB ELEV. VARIES

M

AX 150

SLAB-ON-GRADE,

SEE PLAN

SLOPE FLOOR 0.55%

WATERPROOF EXTERIOR

SURFACE OF WALLS

AND ROOF

10 Ø AT 150 O.C.

OUTSIDE FACE

A T

R

EA

R W

AL

L CONSTRUCTION

JOINT, PROVIDE

50 x 100 KEY

10 Ø CONT. AT 255 O.C.

20 Ø AT 140 O.C.

INSIDE FACE

150 MIN

SATISFACTORY FILL

AT 95% MAX DENSITY

150 MIN. SAND FILTER

MATERIAL

FILTER FABRIC

GRAVEL FILTER

MATERIAL

FINISHED FLOOR

ELEVATION

HIGH POINT

C

LA

SS

"B

" L

AP

S

PL

IC

E

TY

PI

C

AL

U .O

.N

20 Ø AT 150 O.C.

OUTSIDE FACE

13 Ø BAR AT 1500 O.C.

WELDED TO WALL AND

SLAB REINF.

M

IN

210 1220

M

IN

20 Ø AT 140 O.C.

DOWELS

4 - 10 Ø CONT.

AS SHOWN

VAPOR BARRIER

360 200 360

150 CAPILLARY

WATER BARRIER.

16 Ø AT 300 O.C.

(4) 16 Ø CONT. TOP

AND BOTTOM

13 Ø U-SHAPED TIES AT

200 O.C. (4 MIN.) AT

FOOTING EXTENSIONS

EDGE OF FOOTING

AT BOLLARDS

(2) 16 Ø CONT

AT FOOTING

EXTENSION

16 Ø AT 300 O.C.

13 Ø BAR AT 1500 O.C.

WELDED TO FOOTING

AND SLAB REINF.

TOP OF CONCRETE

SLAB ELEV. VARIES

SLAB-ON-GRADE,

SEE PLAN

M

AX 150

M

IN

210 1220 SIDE WALL FOOTING FOR ARCH

16 Ø AT 300 O.C.

(4) 16 Ø CONT. TOP

AND BOTTOM

13 Ø U-SHAPED TIES AT

200 O.C. (4 MIN.) AT

FOOTING EXTENSIONS

EDGE OF FOOTING

AT BOLLARDS THICKEN FOOTING TO 500 MM WHERE ELECTRICAL

AND TELECOMMUNICATION CONDUITS/LINES GO

THROUGH FOOTING (COORDINATE WITH ELECTRICAL

DRAWINGS) (FOOTING LINES DASHED FOR CLARITY)

SHEET NOTE: IF A/C ROOM OPTION TO BE CONSTRUCTED FOLLOW

THE CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND

SC301 FOR THE STRUCTURAL SHEETS.

SHEET NOTE: SLOP OF SLAB FORMING "CRICKET" AT FRONT OF

ALERT MAGAZINE ALLOWING WATER TO DRAIN TOWARD

DOOR FROM ALL DIRECTIONS NOT SHOWN FOR CLARITY.

SF201

SF201

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

BU

IL

D

IN

G

S

EC

TI

O

N S

SF302

E0 m0.5 1

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:20

SECTIONS2

SCALE: 1:20

SECTIONS1

SHEET NOTE: IF A/C ROOM OPTION TO BE CONSTRUCTED FOLLOW

THE CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND

SC301 FOR THE STRUCTURAL SHEETS.

310 20 CHAMFER, TYP.

13 Ø AT 300 O.C. EACH FACE

IF SPLICES ARE NECESSARY

THEN PROVIDE 760 LAP SPLICE

50x100 CONT. KEY

CONCRETE ARCH,

SEE SHEETS SF301

AND SF302 FOR REINF.

VARIES W/

ARCH

13 Ø TIES IN SETS

OF 3 AT 150 O.C.

20 CHAMFER, TYP.

460 310

CONCRETE ARCH,

SEE SHEETS SF301

AND SF302 FOR REINF.

20 CHAMFER, TYP.

13 Ø AT 300 O.C. EACH FACE

IF SPLICES ARE NECESSARY

THEN PROVIDE 760 LAP SPLICE

16 Ø HORZ. AT 255 O.C. FOR 3048

DOOR OPTION OR 16 Ø HORZ.

AT 200 O.C. FOR 2440 DOOR OPTION.

IF SPLICES ARE NECESSARY THEN

PROVIDE 940 LAP SPLICE

4 - 36 Ø CONT. EACH FACE

(NO SPLICES ALLOWED)

13 Ø TIES IN SETS

OF 3 AS SHOWN

AT 150 O.C.

VARIES W/

ARCH

SF303

16 Ø HORZ. AT 255 O.C.

FOR 3048 DOOR OPTION OR

16 Ø HORZ. AT 200 O.C.

FOR 2440 DOOR OPTION.

IF SPLICES ARE NECESSARY

THEN PROVIDE 940 LAP SPLICE

PILASTER BEYOND

4 - 29 Ø CONT.

(NO SPLICES ALLOWED)

(4) 36 Ø CONT. (NO SPLICES ALLOWED).

EMBED VERTICAL REINF. (FOOTING

DEPTH MINUS COVER) INTO FOOTING

AND TERMINATE WITH STANDARD

HOOK

(4) 29 Ø CONT. EACH FACE (NO SPLICES ALLOWED).

EMBED VERTICAL REINF. (FOOTING

DEPTH MINUS COVER) INTO FOOTING

AND TERMINATE WITH STANDARD

HOOK

13 Ø AT 1.50 M O.C.

WELDED TO FOOTING

AND SLAB REINF.

SLAB-ON-GRADE,

SEE PLAN

(2) 16 Ø CONT. AT

FOOTING EXTENSION

13 Ø AT 1.50 M O.C.

WELDED TO FOOTING

AND SLAB REINF.

SLAB-ON-GRADE,

SEE PLAN

20 CHAMFER, TYP.

1070 150

210 1220

TURN HOOKS OUTWARD

(4) 16 Ø CONT. TOP

AND BOTTOM

16 Ø CONT. AT 300 O.C.

TOP AND BOTTOM

13 Ø AT 300 O.C. EACH FACE.

IF SPLICES ARE NECESSARY

THEN PROVIDE 760 LAP SPLICE

16 Ø HORZ. AT 255 O.C.

FOR 3048 DOOR OPTION OR

16 Ø HORZ. AT 200 O.C.

FOR 2440 DOOR OPTION.

IF SPLICES ARE NECESSARY

THEN PROVIDE 940 LAP SPLICE

4 - 36 Ø CONT. EACH FACE

(NO SPLICES ALLOWED)

13 Ø TIES IN SETS

OF 3 AS SHOWN

AT 150 O.C.

TERMINATE HORZ. REINF.

WITH STANDARD HOOK

4 - 29 Ø CONT.

(NO SPLICES ALLOWED)

EDGE OF FOOTING

AT BOLLARDS

(4) 16 Ø CONT. TOP

AND BOTTOM

16 Ø CONT. AT 300 O.C.

TOP AND BOTTOM13 Ø U-SHAPED TIES AT

200 O.C. (4 MIN.) AT

FOOTING EXTENSIONS

L152 x 89 x 7.9 CONT.

SHEET NOTE: SLOPE OF SLAB FORMING "CRICKET" AT FRONT OF

ALERT MAGAZINE ALLOWING WATER TO DRAIN TOWARD

DOOR FROM ANY DIRECTION NOT SHOWN IN SECTION

DRAWINGS FOR CLARITY.

SF303SF303

SF303

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

PL

IA

ST

ER

S

EC

TI

O N

S

SF303

E0 m0.25 0.5

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:10

PLIASTER SECTION A1SCALE: 1:10

PLIASTER SECTION B2

SCALE: 1:10

PLIASTER SECTION D4

SCALE: 1:10

PLIASTER SECTION C3

1:10

20 CHAMFER, TYP.

THE CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND

SC301 FOR THE STRUCTURAL SHEETS.

SHEET NOTE:

AS AN OPTION, DEPENDING ON SITE-SPECIFIC

CONDITIONS, THE WEEPHOLES THROUGH THE

WINGWALLS MAY BE REPLACE WITH PERFORATED

PIPE DRAINS PLACED IN THE GRAVEL FILTER

MATERIAL RUNNING LATERALLY BEHIND THE

WINGWALL AND CONNECTED TO THE PERIMETER

FOOTING DRAINS FOR THE MAGAZINE.

20 CHAMFER, TYP.

13 Ø AT 300 O.C.

EACH FACE

25 Ø AT 300 O.C.

SOIL SIDE

13 Ø AT 300 O.C.

EACH FACE

40 50

SAND FILTER

MATERIAL

13 Ø VERT. AT

300 O.C. EXT. FACE

VA

R

IE

S

- S

EE

E

LE

VA

TI

O N

/S

F2

TO

VA

R

IE

S

- S

EE

E

LE

VA

TI

O N

/S

F2

3.

M

T O

75 Ø WEEPHOLE

(SLOPE TO

OUTSIDE FACE)

40 DEEP KEY CONT.

GRAVEL FILTER

MATERIAL

SAND FILTER

MATERIAL

25 Ø AT 200 O.C.

SOIL SIDE

13 Ø AT 200 O.C.

EXT. FACE

GRAVEL FILTER

MATERIAL610 150

16 Ø CONT. AT 300 O.C.

25 Ø AT 300 O.C.

20 Ø AT 300 O.C.

650 340 1700

MAX. MAX.

75 Ø WEEPHOLE

(SLOPE TO

OUTSIDE FACE)

40 DEEP KEY CONT.

16 Ø CONT. AT 300 O.C.

25 Ø AT 300 O.C.

20 Ø AT 300 O.C.

MAX.

510 2440

MAX.

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E W

IN

G

W

AL

L

SE

C

TI

O N

S

SF304

E0 m0.5 1

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:20

WING WALL SECTION A1

SCALE: 1:20

WING WALL SECTION B2

6.4 TYP

PIPE SLEEVE

330 Ø

(4) - 13 Ø x 152 HAS

EQ. SPACED ON

CENTER OF

PIPE SLEEVE

NOTE: PROVIDE ELECTRICAL

CONTINUITY BY WELDING

VERTICAL AND HORIZONTAL

REINFORCEMENTS TO PIPE

SLEEVE.

SHEET NOTE: SLOPE OF SLAB FORMING "CRICKET" AT FRONT OF

ALERT MAGAZINE ALLOWING WATER TO DRAIN TOWARD DOOR

FROM ANY DIRECTION NOT SHOWN IN DRAWINGS FOR CLARITY.

CONCRETE BACK

WALL PANEL

300 1300 3000

ROUND OPENING

SEE 5/SF306 (TYP.)

TO

P

O F

SL

AB

EL

EV

AT

IO

N A

T

EC

M D

O O

R

TOP OF SLAB ELEVATION

AT ECM DOOR

6285 3360

OPENING SEE

1/SF305

(TYPICAL)

EARTH COVERED MAGAZINE

CONCRETE FRONT WALL

RETAINING WALL,

SEE SHEET, SF201

10290 480

1000 400 6001000

DOOR ACCESS

TO A/C ROOM

LOUVER

(N O

TE

: T

O P

O F

SL

AB

A T

D O

O R

O F

A/ C

R O

O M

IS

M

M H

IG

H

ER

T

H

AN

TO

P

O F

SL

AB

A T

D O

O R

O F

EC

M

SAND FILTER

MATERIAL

WALL

ROUND OPENING SEE 5/SF306

ROUND OPENING SEE 1/SF305

NON WOVEN

(200 g/m2)

Ø152 PERFORATED PIPE

(SLOPE = 0.3%) TYPICAL

610 EARTH COVER

MINIMUM OVER

AIRCONDITIONING ROOM

SLOPE

TO DRAIN

SF306

0 H

/P F

LO

O

R

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

AL

ER

T

M

AG

AZ

IN

E

BU

IL

D

IN

G

S

EC

TI

O

N S

W

IT

H A

IR

C

O N

D

IT

IO

N

R O

O M

SF305

E0 m2.5 5

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

0 m0.25 0.5 m1.25 2.5

SCALE: 1:10

PIPE SLEEVE1

SCALE: 1:100

A/C ROOM DUCT PENETRATION PLAN2

SCALE: 1:50

A/C ROOM WALL ELEVATION4

SCALE: 1:100

FRONT ELEVATION5

SCALE: 1:100

AIR CONDITIONING ROOM SECTION6

SCALE: 1:100

MAGAZINE WALL ELEVATION (OPENINGS REQUIRED FOR AIR CONDITIONED MAGAZINE)3

1:10

1:50

1:100

2-16 Ø BUNDLED, EACH FACE

PIPE SLEEVE

(4) - 16Ø x 152 HAS

EQ. SPACED ON CENTER

OF PIPE SLEEVE

Ø 520 DUCT OPENING

(TYP.)

TYP.

6.4

4600 967

3002700 20Ø @ 150 E.W.

1300300

20Ø @ 150 E.W.

20Ø @ 150 E.W.

SEE DETAIL

5/SF306

SEE DETAIL

5/SF306

20Ø @ 150 E.W.

TY

P

4500300

H P

20Ø CORNER BARS @

150 O.C.

20Ø @ 150 E.W.

20Ø @ 150 E.W.

20Ø @ 150 E.W.

20Ø CORNER BARS

@ 150 O.C.

SF306

2-25Ø BUNDLED

EACH FACE (TYP.)

DOOR

HIGH POINT

T/O FOOTING

2-25Ø BUNDLED

EACH FACE (TYP.)

LOUVER

20Ø @ 150 E.W.

20Ø DOWELS @150

16Ø @ 305

20Ø @ 150400

2-25Ø (BOT.)

NOTE:

PROVIDE ADDITIONAL REINFORCING AT DOOR

AND LOUVER OPENINGS AS INDICATED PER

DETAIL 4/SF306

400 (TYP.)

SEE RETAINING WALL 5/SF305

ELEVATIONS AND SECTION

2/SF304

20Ø @ 150

20Ø @ 150

VA

R

IE

S

A T

D O

O R

A T

LO

U

VE

R

H P

32Ø @ 114

FOR ELEV.

SEE CIVIL

DRAWING

FOR MAT REINFORCING, CONTINUE THE REINFORCING SHOWN IN

THE RETAINING WALL FOOTING (SEE 2/SF304) (REBAR NOT SHOWN

FOR CLARITY

3-25Ø

SF306

SF306

(T

YP

NOTE: PROVIDE ELECTRICAL CONTINUITY BY WELDING VERTICAL AND

HORIZONTAL REINFORCEMENTS TO PIPE SLEEVE.

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

O

N

M

L

K

J

I

H

G

F

E

D

C

B

A

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

M

ID

D

LE

E

AS

T D

IS

TR

IC

T

PR

IN

C E

FR

ED

ER

IC

K D

R

IV

E W

IN

C

H

ES

TE

R

, V A

W

2E R

C

JU

LY

PL

O

T D

AT

E:

FI

LE

N

AM

E:

IS

O A

W

2E R

R

A0

AL

I A

L

SA

LE

M

A B, K U

W

AI

T

KM

O D

KU

W

AI

T

AI

R F

O R

C E

KU

W

AI

T

AP

AC

H E

AL

ER

T

FA

C

IL

IT

IE

S

KU

-5

4-

C D

C

KU

-5

4- 2E

-S F3

K.

C

H

AN

SA

W

AT

J.

JE

N

KI

N S

S.

G

AT

ES

A.

FR

EE

M

AN

ST

R U

C

TU

R

AL

G

EN

ER

AL

N O

TE

S

AL

ER

T M

AG

AZ

IN

E

SF306

E0 m0.75 1.5

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

SCALE: 1:30

PLAN - AIR CONDITIONING ROOM1

SCALE: 1:30

SECTION2

SCALE: 1:30

DETAIL - REINFORCING AT DUCT OPENING5

SCALE: 1:30

SECTION3

SCALE: 1:30

DETAIL4

1:30

THE CHANGES SHOWN ON SHEETS SB102, SF305, SF306, AND

SC301 FOR THE STRUCTURAL SHEETS.

NOTE:

ANGLES EMBEDDED AT

PILASTER AND BEAM EDGES

NOT SHOWN FOR CLARITY

SEE SHEET SF302

FOR BACKWALL REINF.

SEE SHEET SF303

FOR ARCH WALL REINF.

TY

P.

SEE SHEET SF303

FOR FRONT WALL REINF.

SEE SHEET SF302

FOR ARCH WALL REINF.

0 10

14 KG ASPHALT

IMPREGNATED FELT

STOP ALL

REINFORCING

(2) 32 Ø CONT. EACH FACE,

EXTEND THROUGH PILASTER