VOL 10 OF 14_FACILITY K_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

JULY 2026

KU-509974-2

KUWAIT APACHE ALERT FACILITES

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INDEX OF DRAWINGS

KU-509974-2 - FACILITY K - SUBSTATION

SHEET

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GENERAL

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

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

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

GI101 KU-509974-2K-GI101 LIFE SAFETY PLAN - GROUND FLOOR - A1&A3

GI102 KU-509974-2K-GI102 LIFE SAFETY PLAN - GROUND FLOOR - A2

STRUCTURAL

S-001 KU-509974-S-001 GENERAL NOTES

SB101 KU-509974-SB101 FOUNDATION PLAN

SF101 KU-509974-SF101 FRAMING PLAN - GROUND FLOOR

SF102 KU-509974-SF102 FRAMING PLAN - ROOF

SF301 KU-509974-SF301 FLOOR FRAMING SECTIONS

SF501 KU-509974-SF501 STRUCTURAL DETAILS

SF502 KU-509974-SF502 STRUCTURAL DETAILS

SF503 KU-509974-SF503 SMF BEAMS DETAILS

SF504 KU-509974-SF504 SMF COLUMN DETAILS

SF505 KU-509974-SF505 GRAVITY BEAMS AND SLAB DETAILS

SF506 KU-509974-SF506 GRADE BEAMS DETAILS

SF507 KU-509974-SF507 MASONRY DETAILS

SF508 KU-509974-SF508 MESCELLANEOUS DETAILS

SF601 KU-509974-SF601 FRAMING SCHEDULES

ARCHITECTURAL

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

AB101 KU-509974-2K-AB101

AIR BARRIER PLAN AND SECTION VIEWS - GROUND FLOOR -

A1 & A3

AB102 KU-509974-2K-AB102

AIR BARRIER PLAN AND SECTION VIEWS - GROUND FLOOR -

A2

AE101 KU-509974-2K-AE101 GROUND FLOOR PLAN - A1 & A3

AE102 KU-509974-2K-AE102 GROUND FLOOR PLAN - A2

AR101 KU-509974-2K-AR101 GROUND FLOOR REFLECTED CEILING PLAN - A1 & A3

AR102 KU-509974-2K-AR102 GROUND FLOOR REFLECTED CEILING PLAN - A2

AE111 KU-509974-2K-AE111 ROOF PLAN - A1 & A3

AE112 KU-509974-2K-AE112 ROOF PLAN - A2

AE201 KU-509974-2K-AE201 BUILDING ELEVATIONS - A1 & A3

AE202 KU-509974-2K-AE202 BUILDING ELEVATIONS - A2

AE301 KU-509974-2K-AE301 BUILDING SECTIONS - A1 & A3

AE302 KU-509974-2K-AE302 WALL SECTIONS

AE302 KU-509974-2K-AE302 BUILDING SECTIONS - A2

AE303 KU-509974-2K-AE303 WALL SECTIONS - A1, A2, A3

AE601 KU-509974-2K-AE601 DOOR SCHEDULE AND DETAILS - A1 & A3

AE602 KU-509974-2K-AE602 DOOR SCHEDULE AND DETAILS - A2

AE901 KU-509974-2K-AE901 PERSPECTIVE VIEW - A1 & A3

AE902 KU-509974-2K-AE902 PERSPECTIVE VIEW - A2

INTERIORS

IN101 KU-509974-2K-IN101 FINISHES & SIGNAGE PLAN - GROUND FLOOR - A1 & A3

IN102 KU-509974-2K-IN102 FINISHES & SIGNAGE PLAN - GROUND FLOOR - A2

INDEX OF DRAWINGS

KU-509974-2 - FACILITY K - SUBSTATION

SHEET

ID

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AM/COP

NO.

SHEET TITLE

FIRE PROTECTION

FA101 KU-509974-2K-FA101 FIRE ALARM SYSTEM PLAN - GROUND FLOOR - A1&A3

FA102 KU-509974-2K-FA102 FIRE ALARM SYSTEM PLAN - GROUND FLOOR - A2

FA501 KU-509974-2K-FA501

FIRE ALARM SYSTEM MOUNTING DETAILS - GROUND FLOOR -

OVERALL

FA502 KU-509974-2K-FA502

FIRE ALARM SYSTEM MOUNTING DETAILS - GROUND FLOOR -

OVERALL

FA601 KU-509974-2K-FA601 FIRE ALARM SCHEDULES AND DIAGRAMS

FA602 KU-509974-2K-FA602 FIRE ALARM SCHEDULES AND DIAGRAMS

MECHANICAL

MH101 KU-509974-2K-MH101 MECHANICAL PLAN - GROUND FLOOR - A1 & A3

MH102 KU-509974-2K-MH102 MECHANICAL PLAN - GROUND FLOOR- A2

MH111 KU-509974-2K-MH111 MECHANICAL PLAN - ROOF - A1 & A3

MH112 KU-509974-2K-MH112 MECHANICAL PLAN - ROOF- A2

MH601 KU-509974-2K-MH601 HVAC SCHEDULES - A1 & A3

MH602 KU-509974-2K-MH602 HVAC SCHEDULES- A2

MP101 KU-509974-2K-MP101 FUEL SYSTEM PLAN - GROUND FLOOR - A1 & A3

MP102 KU-509974-2K-MP102 FUEL SYSTEM PLAN - GROUND FLOOR- A2

MP501 KU-509974-2K-MP501 FUEL DETAILS

MP502 KU-509974-2K-MP502 FUEL SYSTEM SCHEMATIC - A1 & A3

MP503 KU-509974-2K-MP503 FUEL SYSTEM SCHEMATIC- A2

ELECTRICAL

EL101 KU-509974-2K-EL101 LIGHTING PLAN - GROUND FLOOR - SUBSTATION A1, A3

EL102 KU-509974-2K-EL102 LIGHTING PLAN - GROUND FLOOR - SUBSTATION A2

EL111 KU-509974-2K-EL111 LIGHTING PLAN - ROOF - SUBSTATION A1, A2, A3

EP101 KU-509974-2K-EP101 POWER PLAN - GROUND FLOOR - SUBSTATION A1, A3

EP102 KU-509974-2K-EP102 POWER PLAN - GROUND FLOOR - SUBSTATION A2

EP111 KU-509974-2K-EP111 POWER PLAN - ROOF - SUBSTATION A1, A2, A3

EP601 KU-509974-2K-EP601 ONE-LINE DIAGRAM - SUBSTATION A1

EP602 KU-509974-2K-EP602 ONE-LINE DIAGRAM - SUBSTATION A2

EP603 KU-509974-2K-EP603 ONE-LINE DIAGRAM - SUBSTATION A3

EG101 KU-509974-2K-EG101 GROUNDING PLAN - GROUND FLOOR - SUBSTATION A1, A3

EG102 KU-509974-2K-EG102 GROUNDING PLAN - GROUND FLOOR - SUBSTATION A2

EG111 KU-509974-2K-EG111

LIGHTNING PROTECTION PLAN - ROOF - SUBSTATION A1, A2,

A3

EG601 KU-509974-2K-EG601 GROUNDING RISER DIAGRAM - SUBSTATION A1, A3

EG602 KU-509974-2K-EG602 GROUNDING RISER DIAGRAM - SUBSTATION A2

2. BUILDING CODE REQUIREMENTS:

A. COMPLIANCE:

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.

B. INTERNATIONAL CODE COUNCIL: "ICC"

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

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

1) NFPA 1-2024: FIRE CODE.

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

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

4) NFPA 70-2023: NATIONAL ELECTRICAL CODE.

5) NFPA 72-2022: FIRE ALARM AND SIGNALING CODE.

6) NFPA 80-2022: STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES.

7) NFPA 105-2022: STANDARD FOR SMOKE DOOR ASSEMBLIES AND OTHER OPENING PROTECTIVES.

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

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

10) NFPA 2001-2022: STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS.

D. STATE OF KUWAIT:

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

2) KMOD KUWAIT MINISTRY OF DEFENCE.

3) MEP KUWAIT MILITARY ENGINEERING PROJECTS.

4) MPW KUWAIT MINISTRY OF PUBLIC WORKS.

5) MEW KUWAIT MINISTRY OF ELECTRICITY AND WATER.

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

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

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

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

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

1) UFGS 01 33 00: SUBMITTAL PROCEDURES.

2) UFGS 10 44 16: FIRE EXTINGUISHERS.

3) UFGS 21 22 00.00 40: CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

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

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

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

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

H. DEFINITIONS:

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, TENTH: INDUSTRIAL: MEDIUM RISK

B. CONSTRUCTION TYPE:

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

C. MIXED USE & OCCUPANCY: NOT APPLICABLE:

D. BUILDING HEIGHTS AND AREA

1) HEIGHT: IBC CHAP. 5, TABLES 504.3, 504.4 & 506.2:

HEIGHT IN METERS: (M) ALLOWABLE: 49 ACTUAL: 5.2

HEIGHT IN STORIES: ALLOWABLE: 11 ACTUAL: 1

2) AREA: IBC 2021, TABLE 506.2: SQUARE METER: (SM); UL=UNLIMITED ALLOWABLE: UL ACTUAL: 374

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

E. FIRE RESISTIVE REQUIREMENTS:

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

PRIMARY STRUCTURAL FRAME: REQUIRED: 2 PROVIDED: 2

EXTERIOR BEARING WALLS: REQUIRED: 2 PROVIDED: 2

INTERIOR BEARING WALLS: REQUIRED: 2 PROVIDED: 2

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 PROVIDED: 1

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

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

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

3) KFF INTERIOR FIRE RESISTIVE REQUIREMENTS:

KFF VOLUME 1, CHAPTER 5, THIRD: (HOUR-HR) FIRE/SMOKE ZONES AND CLEAN AGENT SYSTEM SEPARATION: REQUIRED: 2 PROVIDED: N/A

4) HAZARDOUS MATERIALS STORAGE

I. KFF VOLUME 4: REMAIN BELOW MAXIMUM PERMISSIBLE CAPACITY REQUIRED: NO PROVIDED: NO II. KFF VOL 4, SECTION 1/2 LICENSE TO STORE FLAMMABLE LIQUIDS OVER 230 LITERS. REQUIRED: YES PROVIDED: NO

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS:

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

I. KFF VOLUME 6, CHAPTER 7: MANUAL AND AUTOMATIC FIRE WARNING SYSTEMS REQUIRED: YES PROVIDED: YES

2) FIRE SUPPRESSION SYSTEMS:

I. AUTOMATIC SPRINKLER SYSTEM: NO SPRINKLERS DUE TO ELECTRICAL HAZARDS:

KFF VOLUME 6, CHAPTER 7: REQUIRED: NO PROVIDED: NO

A. CLASSIFICATION OF OCCUPANCY:

1) KFF VOLUME 1, CHAPTER 4, TENTH: INDUSTRIAL: MEDIUM RISK

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

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2: INDUSTRIAL GROSS AREA (374 SM/10 PER PERSON (P/P): ALLOWABLE: 38 ACTUAL: 38

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: N/A ACTUAL: N/A

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

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

D. NUMBER OF EXITS:

1) KFF VOLUME 1, CHAPTER 6, THIRD: NOT LESS THAN (2) SEPARATE EXITS: REQUIRED: 2+ PROVIDED: 9

E. ARRANGEMENT OF MEANS OF EGRESS:

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

ONE-THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE BUILDING (28.3 M).

REQUIRED: 15 PROVIDED: 18

F. TRAVEL DISTANCE TO EXIT:

1) KFF VOLUME 1, CHAPTER 17, SECOND:

COMMON PATH TRAVEL: (CPT) (ONE-WAY) ALLOWABLE: 23 ACTUAL: N/A

TRAVEL DISTANCE: (TD) (TWO-WAY) ALLOWABLE: 30 ACTUAL: 10.7

2) KFF VOLUME 1, CHAPTER 6, SECTION 17: DEAD END: (DE) (CLOSED END) ALLOWABLE: 7.5 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:

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

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

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

ROOMS AND ENCLOSED SPACES: ALLOWABLE: C ACTUAL: C

2) IBC-2021, SECTION 804.4.2 FLOOR FINISH CLASS I OR II: FLOOR FINISH: 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 DEFENSE (KMOD), KUWAIT AIR FORCE (KAF) APACHE ALERT MISSION COMPLEX CODE COMPLIANCE SITE PLAN IS PRESENTED IN THE SITE DESIGN DRAWING SHEETS UNDER GI101, GI117, GI122, GI126, GI127, GI128, GI131, GI132, GI133 AND GI134.

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

2. BUILDING CODE REQUIREMENTS: (CONTINUED)

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

2) FIRE SUPPRESSION SYSTEMS: (CONTINUED)

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S):

A) FOAM-WATER SYSTEMS:

KFF VOLUME 2, PART 4, CHAPTER 7: REQUIRED: NO PROVIDED: NO

B) INTERNAL FIRE HOSE NETWORK:

KFF VOLUME 6, CHAPTER 8, MODERATE/HIGH HAZARD: 25 MM RUBBER HOSE AND HOSE CABINET: REQUIRED: NO PROVIDED: NO

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

3) EXTINGUISHING SYSTEM(S):

I. PORTABLE AND TROLLEY FIRE EXTINGUISHERS: REQUIRED: YES PROVIDED: YES

KFF VOLUME 6, CHAPTER 7 AND VOLUME 2, PART THREE, CHAPTER 1:

TROLLEY FIRE EXTINGUISHERS: REQUIRED: YES PROVIDED: YES

KFF VOLUME 4, APPENDIX 6 (TANK CAPACITY 3001-10000 LITERS, ADJACENT FACILITY >15M)

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):

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

G. FIRE PROTECTION GENERAL NOTES AND DETAILS:

1) SEE STANDARD DRAWINGS SF001, SF002, SF501 AND OTHER FACILITY DRAWINGS:

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

3. LIFE SAFETY REQUIREMENTS:

1. PROJECT'S APPLIED CODES AND STANDARDS:

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\K - SUBSTATION\KU-509974-2K-DM-FP-SUBS_RVT25 - A2.rvt

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F E

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F E

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FEC

F E

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F E

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FEC

FEC

F E

C

F E

C

COMPONENT:

DOOR (D)

STAIRWAY (S)

ACTUAL CLEAR WIDTH

ACTUAL EGRESS

EXIT TYPE:

INTERIOR (INT)

EXTERIOR (EXT)

REQUIRED CLEAR WIDTH

EGRESS CAPACITY

EGRESS CAPACITY TAG

D EXT

0 0

80 100

PORTABLE FIRE EXTINGUISHER IN A CABINET

IN FINISHED AREAS OR BRACKETS (BR)

APPROVED IN UNFINISHED AREAS:

MINIMUM 25 KG ABC TROLLEY FIRE

EXTINGUISHERS (2 - PROVIDED)

TRAVEL DISTANCE: (TD)

OVERALL DIAGONAL DISTANCE: (28.3 M)

ACTUAL OVERALL DIAGONAL DISTANCE TO

MEET ONE HALF REQUIREMENT:

REQUIRED: 15 M PROVIDED: 15.9

FOUR-HOUR RATED ASSEMBLY:

EXIT LIGHT

BR

H.T ROOM

89 m²

FIRE PROTECTION ROOM

9 m²

TRANSFORMER ROOM

79 m²

L.T ROOM

64 m²

GENERATOR SET ROOM

122 m²

BATTERY ROOM

11 m²

B R

TD-A

TD-D

TD-B

TD-C

101B

101C

103C

103E 104B

104A 105A

105B

D EXT

1700 850

5 165

D EXT

850 850

2 165

D EXT

850 850

3 165

D EXT

1700 850

5 165

D EXT

1700 850

3 165

D EXT

1700 850

4 165

D EXT

1700 850

4 165

D EXT

1700 850

3 165

D EXT

1700 850

3 165

D EXT

850 850

3 165

D EXT

850 850

4 165

101A 103A

103D102

BR

BR

B R

B R

B R

B R

B R

B R

D

C

B

A

1 2 3 4 7

A B C D

E

F

5 6

US Army Corps of Engineers®

SHEET ID

U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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GENERAL NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\K - SUBSTATION\KU-509974-2K-DM-FP-SUBS_RVT25.rvt

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0 52.50.5 1.0 1.5 2.0

1:50

LEGEND

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.

3. FOR GENERAL NOTES, LEGENDS, SYMBOLS, AND

ADDITIONAL OTHER DETAILS SEE STANDARD DRAWINGS

SF001, SF002, SF003, SF501, SF502, AND OTHER FACILITY

DRAWINGS.

4. FOR EXIT AND EMERGENCY LIGHTS DETAILS REFER THE

ELECTRICAL DRAWINGS.

5. PROVIDE FIRE ALARM AND DETECTION SYSTEM FOR THE

FACILITY.

6. PROVIDE PORTABLE FIRE EXTINGUISHERS INTERIOR

HAVING A MINIMUM RATING OF 10B:C. PROVIDE TWO (2)

MINIMUM SIZED 25 KG WHEELED ABC FIRE EXTINGUISHERS

BESIDE DOOR 103C AND DOOR 103E

7. KFF VOL 4, SECTION 1/2 REQUIRES A LICENSE TO STORE

FLAMMABLE LIQUIDS OVER 230 LITERS.

8. SUBSTATION (S/S) A1: DIESEL FUEL CAPACITY: GENERATOR

(GEN) BELLY TANK 1,621 LITERS, ADDITIONAL (ADD)

STORAGE TANK 1,350 LITERS.

9. 9) S/S A2: DIESEL FUEL CAPACITY: GEN #1 BELLY TANK 2,423

LITERS, ADD STORAGE TANK 1,350 LITERS.

GEN #2 BELLY TANK 1,619 LITERS, ADD STORAGE TANK

1,350 LITERS.

10. S/S A3: DIESEL FUEL CAPACITY: GEN #1 BELLY TANK 202

LITERS, ADD STORAGE TANK 1,350 LITERS.

GEN #2 BELLY TANK 2,423L, ADD STORAGE TANK 1,350

LITERS.

1 : 501

LIFE SAFETY PLAN - GROUND FLOOR - A1&A3

MEANS OF EGRESS

FROM ROOM

TRAVEL DISTANCE-TYPE

(CPT, TD, DE)

TRAVEL DISTANCE -

ROUTE (A, B, C, etc.)

ALLOWED MAX TD ACTUAL TRAVEL DISTANCE

H.T ROOM 101 TD A 30000 10427

TRANSFORMER ROOM 103 TD B 30000 7836

L.T ROOM 104 TD C 30000 7851

GENERATOR SET ROOM 105 TD D 30000 10909

OCCUPANT LOAD

ROOM

NUMBER ROOM NAME USE GROUP OLF [SM / PERSON]

OCCUPANT

LOAD

101 H.T. ROOM INDUSTRIAL 28 4

102 FIRE PROTECTION ROOM INDUSTRIAL 28 1

103 TRANSFORMER ROOM INDUSTRIAL 28 3

104 L.T. ROOM INDUSTRIAL 28 3

105 GENERATOR SET ROOM INDUSTRIAL 28 3

106 BATTERY ROOM INDUSTRIAL 28 1

TOTAL OCCUPANT LOAD 15

A B C D

FIRE ZONES

E F G

F E

C

F E

C

F E

C

FEC

F E

C

F E

C

FEC

FEC

F E

C

F E

C

COMPONENT:

DOOR (D)

STAIRWAY (S)

ACTUAL CLEAR WIDTH

ACTUAL EGRESS

EXIT TYPE:

INTERIOR (INT)

EXTERIOR (EXT)

REQUIRED CLEAR WIDTH

EGRESS CAPACITY

EGRESS CAPACITY TAG

D EXT

0 0

80 100

PORTABLE FIRE EXTINGUISHER IN A CABINET

IN FINISHED AREAS OR BRACKETS (BR)

APPROVED IN UNFINISHED AREAS:

MINIMUM 25 KG ABC TROLLEY FIRE

EXTINGUISHERS (2 - PROVIDED)

TRAVEL DISTANCE: (TD)

OVERALL DIAGONAL DISTANCE: (28.3 M)

ACTUAL OVERALL DIAGONAL DISTANCE TO

MEET ONE HALF REQUIREMENT:

REQUIRED: 15 M PROVIDED: 15.9

FOUR-HOUR RATED ASSEMBLY:

EXIT LIGHT

BR

H.T ROOM

89 m²

FIRE PROTECTION ROOM

9 m²

TRANSFORMER ROOM

79 m²

L.T ROOM

64 m²

GENERATOR SET ROOM

95 m²

BATTERYROOM

11 m²

B R

TD-A

TD-D

TD-B

TD-C

101B

101C

103C

103E 104B

104A 105A

D EXT

1700 850

5 165

D EXT

850 850

2 165

D EXT

850 850

3 165

D EXT

1700 850

5 165

D EXT

1700 850

3 165

D EXT

1700 850

4 165

D EXT

1700 850

4 165

D EXT

1700 850

3 165

D EXT

1700 850

3 165

D EXT

850 850

3 165

D EXT

850 850

4 165

101A 103A

103D102

BR

BR

B R

B R

B R

B R

B R

B R

D

C

B

A

1 2 3 4 7

A B C D

E

F

5 6

TANK ROOM

26 m²

US Army Corps of Engineers®

SHEET ID

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Plot Date:

M A

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D E

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\K - SUBSTATION\KU-509974-2K-DM-FP-SUBS_RVT25 - A2.rvt

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0 52.50.5 1.0 1.5 2.0

1:50

LEGEND

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.

3. FOR GENERAL NOTES, LEGENDS, SYMBOLS, AND

ADDITIONAL OTHER DETAILS SEE STANDARD DRAWINGS

SF001, SF002, SF003, SF501, SF502, AND OTHER FACILITY

DRAWINGS.

4. FOR EXIT AND EMERGENCY LIGHTS DETAILS REFER THE

ELECTRICAL DRAWINGS.

5. PROVIDE FIRE ALARM AND DETECTION SYSTEM FOR THE

FACILITY.

6. PROVIDE PORTABLE FIRE EXTINGUISHERS INTERIOR

HAVING A MINIMUM RATING OF 10B:C. PROVIDE TWO (2)

MINIMUM SIZED 25 KG WHEELED ABC FIRE EXTINGUISHERS

BESIDE DOOR 103C AND DOOR 103E

7. KFF VOL 4, SECTION 1/2 REQUIRES A LICENSE TO STORE

FLAMMABLE LIQUIDS OVER 230 LITERS.

8. SUBSTATION (S/S) A1: DIESEL FUEL CAPACITY: GENERATOR

(GEN) BELLY TANK 1,621 LITERS, ADDITIONAL (ADD)

STORAGE TANK 1,350 LITERS.

9. 9) S/S A2: DIESEL FUEL CAPACITY: GEN #1 BELLY TANK 2,423

LITERS, ADD STORAGE TANK 1,350 LITERS.

GEN #2 BELLY TANK 1,619 LITERS, ADD STORAGE TANK

1,350 LITERS.

10. S/S A3: DIESEL FUEL CAPACITY: GEN #1 BELLY TANK 202

LITERS, ADD STORAGE TANK 1,350 LITERS.

GEN #2 BELLY TANK 2,423L, ADD STORAGE TANK 1,350

LITERS.

1 : 501

LIFE SAFETY PLAN - GROUND FLOOR - A2

MEANS OF EGRESS

FROM ROOM

TRAVEL DISTANCE-TYPE

(CPT, TD, DE)

TRAVEL DISTANCE -

ROUTE (A, B, C, etc.)

ALLOWED MAX TD ACTUAL TRAVEL DISTANCE

H.T ROOM 101 TD A 30000 10427

TRANSFORMER ROOM 103 TD B 30000 7836

L.T ROOM 104 TD C 30000 7851

GENERATOR SET ROOM 105 TD D 30000 10889

OCCUPANT LOAD

ROOM

NUMBER ROOM NAME USE GROUP OLF [SM / PERSON]

OCCUPANT

LOAD

101 H.T. ROOM INDUSTRIAL 28 4

102 FIRE PROTECTION ROOM INDUSTRIAL 28 1

103 TRANSFORMER ROOM INDUSTRIAL 28 3

104 L.T. ROOM INDUSTRIAL 28 3

105 GENERATOR SET ROOM INDUSTRIAL 28 3

106 BATTERY ROOM INDUSTRIAL 28 1

107 TANK ROOM INDUSTRIAL 28 2

TOTAL OCCUPANT LOAD 17

A B C D

FIRE ZONES

E F

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE

AREA, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

4 1.19 -1.29

1.01 -1.11

0.89 -0.99

-1.58

-1.34

-1.23

1.07 -1.16

0.93

4.65

9.30

46.45

C&C ROOF WIND PRESSURE (kPa)

ZONE POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

1 0.77 -2.07

0.77

0.77

0.77

-1.75

-1.61

-2.73

-2.32

-2.15

-1.74

-3.72

-2.90

-2.55

1'

1'

1'

1'

EFFECTIVE

AREA, M²

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

C&C PARAPET WIND PRESSURE (kPa)

ZONE EFFECTIVE

AREA, M²

PRESSURE NOTES

CASE A, ZONE2 3.71

2.91

2.35

4.76

3.75

3.34

2.35

3.14

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

CASE A, ZONE3

CASE B, CORNER ZONE

CASE B, INTERIOR ZONE

CASE A, ZONE2

CASE A, ZONE2

CASE A, ZONE2

-2.32

-2.01

-1.93

-1.66

0.93

4.65

9.30

46.45

-2.67

-2.20

-2.07

0.93

4.65

9.30

46.45

CASE A, ZONE3

CASE A, ZONE3

CASE A, ZONE3

CASE B, CORNER ZONE

CASE B, CORNER ZONE

CASE B, CORNER ZONE

CASE B, INTERIOR ZONE

CASE B, INTERIOR ZONE

CASE B, INTERIOR ZONE -1.66

-0.99

-1.30

-1.74

-1.35

-0.64

-0.64

-1.74

1.19

1.01

0.89

1.07

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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A

D E

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IA

P

A

M A

L J U

B O

O R

I

M A

L J U

B O

O R

I

L R

Y A

N

J U

L Y

W

E

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F O

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GENERAL NOTES

1. REFERENCE STANDARDS:

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

UFC 3-301-01 STRUCTURAL ENGINEERING, CHANGE 1, 2 OCTOBER 2023

UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS, 1 MARCH 2005

IBC 2021 INTERNATIONAL BUILDING CODE, 2018

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

AISC-15TH AMERICAN INSTITUTE OF STEEL CONSTRUCTION - 15TH EDITION

AISC 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014

TMS 402/602-16 BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES

AWS D1.1 STRUCTURAL WELDING CODE - STEEL, 2015

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

2. DESIGN LOAD CRITERIA:

RISK CATEGORY : IV

ROOF DEAD LOAD: SELF WIEGHT + 3.0kPa ROOF LIVE LOAD: 1.0 kPa MINIMUM CORRIDOR LIVE LOAD - FIRST FLOOR: 4.8 kPa LATRINES: 3.6 kPa MECH/ELEC/COMM: 6.0 kPa STAIRS AND LANDINGS LIVE LOAD: 4.8 kPa SLAB ON GRADE (TYPICAL, UNO) : 4.8 kPa

SNOW LOAD: N/A

SEISMIC LOAD:

SITE CLASS: C

IMPORTANT FACTOR, Ie: 1.5

SPECTRAL RESPONSE ACCELERATIONS:

SHORT PERIOD, Ss: 0.410g ONE SECOND PERIOD, S1: 0.110g

DESIGN SPECTRAL RESPONSE ACCELERATIONS:

SHORT PERIOD, SDS: 0.355g ONE SECOND PERIOD, SD1: 0.110g

SEISMIC DESIGN CATEGORY: D

SEISMIC ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

LATERAL FORCE RESISTING SYSTEM : SPECIAL REINFORCED MOMENT FRAME

RESPONSE MODIFICATION FACTOR, R: 8.0

SYSTEM OVERSTRENGTH FACTOR: 3.0

DEFLECTION AMPLIFICATION FACTOR, Cd: 5.5 SEISMIC RESPONSE COEFFICIENT, Cs: 0.067

DESIGN BASESHEAR, V: 0.067W (W = SEISMIC WEIGHT)

WIND LOAD:

BASIC WIND SPEED, V: 174 KPH

EXPOSURE CATEGORY: C

IMPORTANT FACTOR, Iw: 1.00 INTERNAL PRESSURE COEFFICIENT, GCpi: +/-0.18 TOPOGRAPHIC FACTOR, Kzt: 1.0 DIRECTIONALITY FACTOR, Kd: 0.85

FOUNDATION DESIGN CRITERIA:

SEE SS001 FOR ADDITIONAL INFORMATION.

A. FOUNDATION DESIGN IS BASED UPON THE FOLLOWING SOIL PARAMETERS:

1. NET ALLOWABLE SOIL BEARING PRESSURE

A. CONTINUOUS FOOTING 144 KPa B. ISOLATED FOOTING 168 KPa

B. LATERAL EARTH PRESSURE PARAMETERS:

1. SOIL DENSITY (MOIST) 19.6 kN/m3

2. COEFFICIENT OF ACTIVE PRESSURE (Ka) = 0.31

3. COEFFICIENT OF AT-REST PRESSURE (Ko) = 0.47

4. COEFFICIENT OF PASSIVE EARTH PRESSURE (Kp) = 3.25

5. ANGLE OF INTERNAL FRICTION (phi) = 32 DEGREES

6. COEFFICIENT OF FRICTION (µ) = 0.40

7. MODULUS OF SUB-GRADE REACTION (Ks) FOR SOG = 54 MN/m³

NOTES:

1. ALL EXTERIOR WALLS, WINDOWS, DOORS, MECH. LOUVERS, ROOFING COMPONENTS, AND ALL OTHER ASSEMBLIES OR OPENINGS WITHIN THE BUILDING

ENVELOPE SHALL BE DESIGNED FOR THE C&C DESIGN WIND PRESSURES AS SHOWN BY ZONE.

2. LOCATION OF ZONES IS PROVIDED PER ASCE7-16, FIG. 30.3-1 & 30.3-2

3. DISTANCE (a) = 1630mm, 0.2h = 1240mm, AND 0.6h = 3720mm

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

5. FOR C&C PARAPET WIND PRESSURES; LOAD CASE A AND B ARE WINDWARD AND LEEWARD PRESSURES, RESPECTIVELY.

1 2 3 4 6 7

C

B

A

CF3

CF3

CF1

CF1CF1

CF1

CC1 CC1

CC1

CC1

CC1

CC1

CC1CC1

GB3

G B

6400 5300 4300 2800 3375

24700

400 1690

1710 4245

SF501

TYP

SF501

TYP

SF501

TYP

SF501

TYP

SF301

SF301

SF301

SF301

CF2 CF2 CF2

CF3

CF2

CF2

CF2

CF2

CF2

CF2

CF2

CF2 CF3CF2

CC2 CC2 CC2

CC2

CC2

CC2

CC2

CC2

CC2

CC2

CC2CC2CC2

CC2

CC2

CC2

1 TYP

SF502

1. REFER TO GENERAL NOTES SHEET SS-001 AND SS-002

FOR ADDITIONAL STRUCTURAL NOTES AND FOUNDATION

REQUIREMENTS.

2. ELEVATION 0.00 EQUATES TO FINSHIED FLOOR

ELEVATION (FFE) ARCH. ALL ELEVATIONS ARE

REFERENCED FROM ELEVATION 0.00

3. BOTTOM OF FOOTING ELEVATION = -1500MM U.O.N, TYP.

SEE SF501 FOR SPECIFICS (TYP UNO).

4. ELEVATION OF BOTTOM OF TRENCH = -1105MM U.O.N,

TYP.

5. SEE SHEET SF601 FOR FOUNDATION, COLUMNS AND

GRADE BEAMS SCHEDULES.

ELETRICAL TRENCH, SEE ELEC AND ARCH DRAWINGS FOR

DETAILS.

1.

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 751

FOUNDATION PLAN

25300

D

C

B

A

6400 5300 4300 2800 3375 2525

GB3GB4 GB2

GB1

GB3

GB4 GB3 GB2 GB1 GB3

G B

G

B

G B

G B

G

B

G B

SF501

TYP

G B

G B

G

B

G B

SF501

TYP

SF501

TYP

SF301

SF301

SF301

SF301

TYP

TYP

TYP

5 TYP

5 TYP

SF502

TYP

SF502

TYP

6 TYP

9 TYP

SF502

25700

8 77

10TYP 11

5300 4300

4750 5300 4375

SF508

TYP

1. REFER TO GENERAL NOTES SHEET SS-001 AND SS-002

FOR ADDITIONAL STRUCTURAL NOTES AND FOUNDATION

REQUIREMENTS.

2. ELEVATION 0.00 EQUATES TO FINSHIED FLOOR

ELEVATION (FFE) ARCH. ALL ELEVATIONS ARE

REFERENCED FROM ELEVATION 0.00

3. TOP OF SOG ELEVATION = 00.00MM U.O.N, TYP. SEE

SF501 FOR SPECIFICS (TYP UNO).

4. SEE SHEET SF601 FOR FOUNDATION, COLUMNS AND

GRADE BEAMS SCHEDULES.

5. SLAB-ON-GRADE JOINTS SPACING SHALL NOT EXCEED

4000MM O/C IN BOTH DIRECTIONS. REFER TO SF501,

SF502 FOR CONTROL JOINTS DETAILS AND 1/SS502 FOR

TYPICAL CONSTRUCTION JOINT . NOTE CONSTRUCTION

JOINTS SHALL BE PROVIDED IN BOTH DIRECTIONS.

6. COORDINATE WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, FIRE PROTECTION, AND ELECTRICAL

DRAWINGS FOR LOCATIONS AND SIZES OF FLOOT

OPENINGS, FLOOR DRAIN, AND PENETRATION AND ALL

EQUIPMENT PROVIDED.

ELETRICAL TRENCH, SEE ELEC AND ARCH DRAWINGS FOR

DETAILS.

250MM CONCRETE SLAB ON GRADE W/ D16 AT 250MM O/C

EW PLACED AT TOP THIRD OF SLAB THICKNESS.

CMU WALL, SEE SF507 FOR SPECIFICS

STEEL GRATING TYPE W-15-4 (89X9.5)

SLAB-ON-GRADE JOINTS, TYP.

PROVIDE GB5 AT ALL LOCATIONS WHERE CMU WALL

BUILT OVER ELECTRICAL TRENCH.

200MM CONCRETE SLAB. SEE DETAILS 1B/SS501 FOR

SPECIFICS. SEE ARCH FOR DIMENSIONS AND SLOPE.

200MM CONCRETE SLAB. SEE DETAILS 1A/SS501 FOR

SPECIFICS. SEE ARCH FOR DIMENSIONS AND SLOPE.

CONCRETE COLUMN TYPE, CC1.

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

MECHANICAL EQUIPMENT PAD W/ D16 AT 250 TOP AND

BOTTOM, SEE DETAIL 2/SS510. REFER TO MECH

DRAWINGS FOR EQUIPMENT SIZE.

EQUIPMENT PAD, SEE DETAIL 3/SF508. REFER TO

ELEC/ARCH FOR EQUIPMENT SIZE.

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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FLOOR PLAN - GROUND FLOOR

0 7.54 5.521 3

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D

C

B

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5300 4300 2800 3375

C B

C

B

C B

C B

C B

C B

C B

C B

CB1

CB1

CB1

CB1

CB1

CB1

CB1 CB2

CB1CB1

CB1CB1

CB2

CB1CB1 CB2

CB1

CB1

CB1

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C B

C

B

C B

C B

C B

C B

C B

C B

C B

C B

C

B

C B

C

B

C B

C

B

C B

C

B

C B

C

B

24700

T Y

P T

Y P

T Y

P

SF501

TYP

SF502

TYP

SF301

SF301

SF301

SF301

SF502

TYP

TYP

TYP

1. REFER TO STRUCTURAL STANDARD DETAILS AND NOTES

ON SHEETS SS001 AND SS002 FOR ADDITIONAL

STRUCTURAL NOTES AND FOUNDATION REQUIREMENTS.

2. COORDINATE WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, FIRE PROTECTION, AND ELECTRICAL

DRAWINGS FOR LOCATIONS AND SIZES OF OPENINGS,

FLOOR DRAIN, AND PENETRATION AND ALL EQUIPMENT

PROVIDED.

ONE-WAY CONCRETE SLAB CS1, SEE S-601 FOR

SPECIFICS.

150MM CONCRETE CURB. SEE SF501 FOR SPECIFICS. SEE

MECH AND ARCH FOR DETAILS.

200MM CONCRETE PARAPET. SEE SF502 FOR DETAILS

ROOF HATCH, SEE ARCH AND MECH FOR SIZE AND

SPECIFICS. REFER TO STANDARD DETAILS FOR

REINFORCEMENT AROUND HATCH OPENING.

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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FRAMING PLAN - ROOF

0 7.54 5.521 3

1:75

01_LEVEL_FF

F2

TOP OF PARAPET

GROUND LEVEL

LEVEL_TOF

-1500

DCBA

CONCRETE SLAB, SEE PLANS

CONCRETE FRAMING,

SEE PLANS, TYP

CONCRETE SLAB ON

GRADE, SEE PLANS

CONCRETE FOUNDATION,

SEE PLANS

T.O. SLAB

SF502

TYP

CONCRETE GRADE

BEAM ABOVE TRENCH,

SEE DETAILS

AND

/2 SF502

/4 SF508

01_LEVEL_FF

123467

F2

TOP OF PARAPET

GROUND LEVEL

LEVEL_TOF

-1500

ROOF

CONCRETE SLAB, SEE PLANS

CONCRETE FRAMING,

SEE PLANS, TYP

CONCRETE SLAB ON

GRADE, SEE PLANS

CONCRETE FOUNDATION,

SEE PLANS

CONCRETE SLAB,

SEE PLANS

T.O. SLAB

SF502

TYP

CMU PARTITION

WALL,TYP

6000 6000

CONCRETE CURB,

SEE PLANS AND

MECH.

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-S

F

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B S

T A

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N

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A

P A

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1 : 501

TRANSVERSE SECTION

1 : 502

LONGITUDINAL SECTION

0 52.50.5 1.0 1.5 2.0

1:50

GL

R E

F E

R T

O P

L A

N

REFER TO PLAN

CONCRETE COLUMN, (REFER TO PLAN

AND SCHEDULES FOR SPECIFICS)

12MM EXPANSION MATERIAL AT COULMN

CONCRETE SLAB ON GRADE, (REFER TO

PLAN FOR SPECIFICS)

CONCRETE FOOTING, (REFER

TO SCHEDULES FOR SIZE

AND REINFORCEMENT.)

T/SOG

REFER TO PLAN

GL

TOF

REFER TO PLAN

T/GRADE BEAM

REFER TO PLAN

CONCRETE GRADE BEAM,

(REFER TO SCHEDULES FOR

SIZE AND REINFORCEMENT)

A

A-A

VAPOR RETARDER ON 100MM

CAPILLARY WATER BARRIER

"T

"2 T

/3

GRADE BEAM REINFORCEMENT, TOP

AND BOTTOM, (REFER TO

SCHEDULES FOR SPECIFICS) SLAB ON GRADE REIFORCEMENT,

(REFER TO PLAN FOR SPECIFICS)

(3) - D13 REBARS

D13 REBARS AT 300" OC

A

VAPOR BARRIER ,

TYP

100MM CAPILLARY WATER

BARRIER OVER COMPACTED

SOIL, TYP

ROUGHEN SURFACE TO 6MM

AMPLITUDE

GRADE BEAM STIRRUPS AT GRADE

BEAM - COLUMN JOINT W/ STD 135°

BEND AT ENDS TO MATCH SPACING

OF GRADE BEAM STIRRUPS

SPACING.

50MM BLINDING CONCRETE, TYP

"SEE ARCH"

GL

R E

F E

R T

O P

L A

N

REFER TO PLAN

CONCRETE COLUMN, (REFER TO PLAN

AND SCHEDULES FOR SPECIFICS)

12MM EXPANSION

MATERIAL AT COULMN

CONCRETE SLAB ON GRADE, (REFER

TO PLAN FOR SPECIFICS)

T/SOG

REFER TO PLAN

TOF

REFER TO PLAN

VAPOR RETARDER

SLAB ON GRADE REIFORCEMENT,

(REFER TO PLAN FOR SPECIFICS)

150X150X50 SHEAR KEY INSTALLED

AT THE CENETER OF COLUMN

"S E

E P

L A

N S

"T

CONCRETE BLOCKOUT

100MM CAPILLARY WATER

BARRIER OVER COMPACTED

SOIL, TYP

50MM BLINDING CONCRETE, TYP

GL

12MM EXPANSION FELT BETWEEN

GRADE BEAM AND SLAB EDGE

CONCRETE SLAB ON GRADE,

(REFER TO PLAN FOR

SPECIFICS

CONCRETE GRADE BEAM ,

(REFER TO SCHEDULE FOR

SIZE AND REINFORCEMENT)

T/SOG

REFER TO PLAN

VAPOR RETARDER, TYP

S E

E P

L A

N S

"T

"2 T

/3

S P

L

IC

E

C L A

S S

B T

E N

S

IO

N

200MM CMU WALL , (REFER TO

SCHEDULE FOR SPECIFICS)

D16 DOWEL BARS AT 600MM

O/C

BOND BEAM, (REFER TO

SCHEDULES)

100MM CAPILLARY WATER

BARRIER OVER COMPACTED SOIL,

TYP

"SEE ARCH"

100MM VENEER WALL ,

(REFER TO ARCH)

13MM EXPANSION MATERIALS

AT COULMN, (TYP)

CONCRETE GRADE BEAM ,

(REFER TO SCHEUDLES

FOR SPECIFICS)

CONCRETE COLUMN PER

PLAN

CONTROL JOINT, (REFER TO

TYPICAL DETAILS FOR SPECIFICS)

CJ

CJ

CJ

CJ

(2) - D13X1500 PLACED AS

SHOWN AND LOCATED AT

SLAB MID-HEIGHT, TYP.

"TYP"

VAPOR RETARDER

100MM APILLARY WATER BARRIER

OVER COMPACTED SOIL, TYP

CONCRETE SLAB ON GRADE,

SEE PLANS, TYP

150MM CONCRETE WALL W/ D13 AT

150MM O/C., TYP

200MM CONCRETE SLAB W/ D13 AT

150MM O/C., TYP

50MM CONCRETE BLINDING,

TYP

150MM (MIN) WATER STOP, TYP

D10 DOWELS TO MATCH

VERTICAL REINFORCEMENT

D13 AT 500 O/C, TYP

"M

IN

L102X76X6.4XCONT. W/ -

20ØX150MM HWS AT 400MM

O/C, TYP

STEEL GRATING TYPE W-15-4

(89X9.5)

"TYP"

ROUGHEN SURFACE TO

6MM AMPLITUDE, TYP

TRENCH BASE REINFORCEMENT

SEE , PROVIDE FULL

DEVELOPMENT LENGTH OR 90° STD

HOOK INTO COLUMN FOOTING, TYP

/2 SF501

TRENCH BASE REINFORCEMENT SEE

, PROVIDE FULL

DEVELOPMENT LENGTH OR 90° STD

HOOK INTO COLUMN FOOTING, TYP

/2 SF501

CONCRETE COLUMN, REINFORCEMENT

NOT SHOWN FOR CLARITY. REFER TO

SCHEDULES FOR SPECIFICS, TYP

CONCRETE FOUNDATION, REFER TO

SCHEDULES FOR SPECIFICS, TYP

VAPOR RETARDER ON 100MM

CAPILLARY WATER BARRIER OVER

COMPACTED SOIL, TYP

"MIN"

150MM (MIN) WATERSTOP, TYP

ROOFING MATERIALS, SEE

ARCH, TYP

CONCRETE SLAB, SEE PLANS

AND SCHEDULES, TYP

"TYP"

"M A

X

(1) - D10XCONT. TOP AND

BOTTOM OF CURB, PROVIDE

90° STD HOOK AT ENDS, TYP

D10 AT 150MM O/C, PROVIDE

180° STD HOOK AT TOP OF

CURB AND 90° STD HOOK

INTO SLAB, TYP

"S E

E A

R C

H

NOTE:

CONNECTION OF MECH EQUIPMENT TO CONCRETE

CURB SHALL BE DESIGNED BY SUPPLIER

ROUGHEN SURFACE TO

6MM AMPLITUDE

0 0.2 10.4 0.6 0.8 2

1:20 0 2.51.00.5 1.5

1:25

1 : 207

TYPICAL EXTERIOR COLUMN DETAIL

1 : 203

TYPICAL INTERIOR COLUMN DETAIL

NTS6

SECTION AT GRADE BEAM

1 : 254

PLAN VIEW AT BUILDING COLUMN

1 : 202

TYPICAL ELECTRICAL TRENCH DETAIL

1 : 205

BASE OF TRENCH TO FOUNDATION DETAIL

1 : 101

MECH CURB DETAIL

US Army Corps of Engineers®

SHEET ID

U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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0 10.50.1 0.2 0.3 0.4

1:10

"TYP"

"CLR"

"T Y

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"C L R

SLAB REINFORCEMENT, SEE

PLAN AND SCHEDULES, TYP

BEAM REINFORCEMENT, SEE

PLAN AND SCHEDULES, TYP

D13 AT 250 O/C, EF, TYP

20MM CHAMFER, TYP

T/ PARAPET

T/ SLAB

SEE PLAN

ROUGHENED SURFACE TO FULL

AMPLITUDE OF 6MM (MIN), TYP

(3) - D13xCONT.

BOND BEAM, REFER TO SCHEDULES

FOR SPECIFICS, (TYP)

CONCRETE SOG, (REFER TO

PLAN FOR SPECIFICS)

200MM CMU WALL, REFER TO

SCHEDULES FOR SPECIFICS

T/SOG

(REFER TO PLAN)

DOWELS W/ 90° TO MATCH

VERTICAL REINFORCEMENT

(TYP)

STD LAP

D13 AT 250 OC

M A

S O

N R

Y N

O T

E S

L A

P S

P L

IC

E

P E

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BOND BEAM, REFER TO SCHEDULES

FOR SPECIFICS, (TYP)

200MM CMU WALL, REFER TO

SCHEDULES FOR SPECIFICS

T/SOG

(REFER TO PLAN)

DOWELS W/ 90° TO MATCH

VERTICAL REINFORCEMENT

CONCRETE GRADE BEAM,

SEE SCHEDULES AND 1/SF301

"M

IN

D O

W E

L E

M B

E D

R E

F E

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"T

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T /3

SLAB REINFORCEMENT,

(REFER TO PLAN)

BACKER ROD OR

SEALANT AS REQUIRED,

(REFER TO ARCH)

"T Y

P

"T Y

P

G

A P

NOTE:

SLAB, BEAMS, AND WALL

REINFORCEMENT NOT SHOWN FOR

CLARITY

CONCRETE SLAB, REFER

TO PLAN FOR SPECIFICS

CONCRETE BEAM, REFER

TO SCHEDULES

CONCRETE PARAPET, REFER

TO PLAN FOR SPECIFCS.

L203X203X12.7XCONT. ANGLE W/

13MMØX75MM EXPANSION ANCHOR AT

600MM O/C (MAX) INTO CONCRETE BEAM

AND 16MMØX100 EXPANSION ANCHOR AT

600MM INTO CMU WALL AND VERTICAL

LONG-SLOTTED HOLE. INSTALL ANCHOR

AT BOTTOM OF LONG-SLOTTED HOLE. CMU WALL, TYP.

25MM COMPRESSIBLE JOINT

MATERIALS, TYP

L203X152X12.7XCONT.

BRICK RELIEF ANGLE W/

13MMØ EXPANSION

ANCHOR AT 400MM O/C

(MAX) INTO CONCRETE

BEAM.

"T Y

P

G

A P

NOTE:

SLAB, BEAMS, AND WALL

REINFORCEMENT NOT SHOWN FOR

CLARITY

CONCRETE SLAB, REFER

TO PLAN FOR SPECIFICS

CONCRETE BEAM, REFER

TO SCHEDULES

L203X203X12.7XCONT. ANGLE W/ 13MMØX75MM

EXPANSION ANCHOR AT 600MM O/C (MAX) INTO

CONCRETE BEAM AND 16MMØ AT 600MM

THRUBOLT INTO CMU WALL AND VERTICAL

LONG-SLOTTED HOLE. INSTALL ANCHOR AT

BOTTOM OF LONG-SLOTTED HOLE.

CMU WALL, TYP.

25MM COMPRESSIBLE JOINT

MATERIALS, TYP

NOTE:

SLAB AND WALL REINFORCEMENT

NOT SHOWN FOR CLARITY

CONCRETE SLAB, REFER TO PLAN

FOR SPECIFICS

L203X203X12.7XCONT. ANGLE W/

13MMØX75MM EXPANSION ANCHOR AT

600MM O/C (MAX) INTO CONCRETE BEAM

AND 16MMØ AT 600MM THRUBOLT INTO

CMU WALL AND VERTICAL LONG-

SLOTTED HOLE. INSTALL ANCHOR AT

BOTTOM OF LONG-SLOTTED HOLE. CMU WALL, TYP.

25MM COMPRESSIBLE JOINT

MATERIALS, TYP

"TYP"

25(4) - D13 HANGER

REINFORCEMENT, TYP

NOTE:

OTHER GIRDER TRANSVERSE

REINFORCEMENT NOT SHOWN FOR

CLARITY.

CONCRETE

GIRDER, SEE

PLANS AND

SCHEDULES, TYP

CONCRETE BEAM, SEE

PLANS AND SCHEDULES, TYP

EXTERIOR VENEER, SEE ARCH

200MM CMU WALL , (REFER TO

SCHEDULE FOR SPECIFICS)

BOND BEAM, (REFER TO

SCHEDULES)

CONCRETE GRADE BEAM,

(REFER TO SCHEDULES)

TRENCH WALL, SEE

/2 SF501

D13 AT 400 O/C, TYP. 400

GL

"SEE ARCH"

(1) - D16 TOP AND

BOTTOM

1 : 208

TYPICAL PARAPET DETAIL

0 0.2 10.4 0.6 0.8 2

1:20

1 : 105

INTERIOR CMU WALL BEARING ON SOG

1 : 102

INTERIOR CMU WALL BEARING ON BEAM

1 : 106

TYPICAL SOG CONTROL JOINT

1 : 2038

EXTERIOR CMU WALL BRACING

1 : 201

INTERIOR CMU WALL BRACING TO

CONCRETE BEAM

1 : 207

INTERIOR CMU WALL BRACING TO

CONCRETE SLAB

1 : 204

BEAM-GIRDER DETAIL

US Army Corps of Engineers®

SHEET ID

U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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F

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A M

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ID

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

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0 10.50.1 0.2 0.3 0.4

1:10

1 : 203

GRADE BEAM TO SOG DETAIL

AT 2H

"A"

AT 2H

"A"

LAP SPLICE CLASS B

"SP""R1" "R1" "B"

AT 2H

"C" "R2"

AT 2H

"C"

LAP SPLICE CLASS B

AT 2H

"D"

AT 2H

"D""SP""R3" "R3"

AT 2H

"E" "R4"

AT 2H

"E"

"TYP"

"SS"

BEAM DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE CONCRETE BEAMS CB1 - CB4.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL STIRRUPS START 50MM FROM FACE OF SUPPORTS (SS = 50MM), UNO.

4. ALL SPLICES SHALL BE CLASS B SPLICE. SHOWN SPLICE LOCATIONS ARE OPTIONAL. NO SPLICE PERMITTED AT JOINTS.

CONTRACTOR CAN SUGGEST DIFFERENT SPLICE LOCATIONS. NO SPLICE PERMITTED WITHIN 2H FROM FACE OF SUPPORT.

5. PROVIDE 90° STD HOOK AT BEAM ENDS, TYP.

6. COLUMN REIFORCEMENT NOT SHOWN FOR CLARITY.

7. CHAMFERS ARE 20MM (MIN), TYP.

B

B

A

A

H

7 5 4 3 2 1

DESIGNATION SIZE NO. OF LEGS SPACING

A D13 2 110

B D13 4 110

C D13 2 110

D D13 2 110

E D13 2 110

R1 D13 2 185

R2 D13 2 145

R3 D13 2 175

R4 D13 2 160

INTERIOR BEAM STIRRUPS DISTRIBUTION - LONG.

SP D13 2 110

DESIGNATION SIZE NO. OF LEGS SPACING

A D13 2 110

B D13 4 110

C D13 2 110

D D13 2 110

E D13 2 110

R1 D13 2 250

R2 D13 2 185

R3 D13 2 225

R4 D13 2 245

PERIMETER BEAM STIRRUPS DISTRIBUTION - LONG.

SP D13 2 110

A-A B-B

TOP & BOTTOM

REINFORCEMENT, SEE

SCHEDULES

TOP & BOTTOM

REINFORCEMENT, SEE

SCHEDULES

STIRRUPS

REINFORCEMENT

T Y

P "C

L R

TYP

"CLR"

AT 2H

"F"

AT 2H

"F"

AT 2H

"J"

AT 2H

"J"

"TYP"

"SS"

BEAM DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE CONCRETE BEAMS CB1 - CB4.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL STIRRUPS START 50MM FROM FACE OF SUPPORTS (SS = 50MM), UNO.

4. ALL SPLICES SHALL BE CLASS B SPLICE. SHOWN SPLICE LOCATIONS ARE OPTIONAL. NO SPLICE PERMITTED AT JOINTS. CONTRACTOR CAN

SUGGEST DIFFERENT SPLICE LOCATIONS. NO SPLICE PERMITTED WITHIN 2H FROM FACE OF SUPPORT.

5. PROVIDE 90° STD HOOK AT BEAM ENDS, TYP.

6. COLUMN REIFORCEMENT NOT SHOWN FOR CLARITY.

7. CHAMFERS ARE 20MM (MIN), TYP.

A

A

H

"G" "R6" "SP" "R6" "G" "R7""R5"

A B C D

A-A

TOP & BOTTOM

REINFORCEMENT, SEE

SCHEDULES

STIRRUPS

REINFORCEMENT

TYP

"CLR"

DESIGNATION SIZE NO. OF LEGS SPACING

F D13 2 110

G D13 2 110

J D13 2 110

R5 D13 2 200

R6 D13 2 230

R7 D13 2 230

INTERIOR BEAM STIRRUPS DISTRIBUTION - TRANSV.

SP D13 2 110

DESIGNATION SIZE NO. OF LEGS SPACING

F D13 2 110

G D13 2 110

J D13 2 110

R5 D13 2 210

R6 D13 2 250

R7 D13 2 250

PERIMETER BEAM STIRRUPS DISTRIBUTION - TRANSV.

SP D13 2 110

NTS2

LONGITUDINAL SMF BEAM DETAILS

NTS1

TRANSVERSE SMF BEAM DETAILS

US Army Corps of Engineers®

SHEET ID

U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

T D

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F

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ID

D L E

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COLUMN DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE ALL CONCRETE

COLUMNS.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL SPLICES SHALL BE CLASS B TENSION SPLICE.

NO SPLICE PERMITTED AT JOINTS. SPLICE SHALL

BE PROVIDED AT CENTER HALF OF COLUMNS.

4. PROVIDE 90° STD HOOK AT COLUMN ENDS, TYP.

5. BEAMS AND SLAB REINFORCEMENT NOT SHOWN

FOR CLARITY.

6. CHAMFERS ARE 20MM (MIN), TYP.

A A

GL

D A

T

O

/C D

A

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/C

D A

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/C

A T

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/C D

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S E

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C H

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EXTERIOR COLUMN INTERIOR COLUMN

D A

T

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S

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P L

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D A

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T/ SLAB

SEE PLAN

T/ SLAB

SEE PLAN

T/ SLAB

SEE PLAN

T/ FND

SEE PLAN

T/ FND

SEE PLAN

6 (MIN)

A-A

COLUMN

RIENFORCEMENT,

SEE SCHEDULES

COLUMN TIES, SEE

SCHEDULE

T Y

P "C

L R

TYP

"CLR"

1 : 201

TYPICAL CONCRETE SMF COLUMN

US Army Corps of Engineers®

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U .S

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

T D

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F

IL

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D L E

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

P

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BEAM DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE CONCRETE BEAMS CB5 - CBX.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL STIRRUPS START 50MM FROM FACE OF SUPPORTS, UNO.

4. ALL SPLICES SHALL BE CLASS B SPLICE. SHOWN SPLICE LOCATIONS ARE OPTIONAL. NO SPLICE PERMITTED AT JOINTS. CONTRACTOR CAN

SUGGEST DIFFERENT SPLICE LOCATIONS.

5. PROVIDE 90° STD HOOK AT BEAM ENDS, TYP.

6. CHAMFERS ARE 20MM (MIN), TYP.

A

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"STIRRUPS PER CONCRETE BEAM SCHEDULE ON SF601"

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A-A

TOP & BOTTOM

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SCHEDULES

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SLAB DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE ALL CONCRETE SLABS, UNO.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL SPLICES SHALL BE CLASS B TENSION SPLICE. PROVIDE TOP REINFORCEMENT SPLICES AT MID SPAN. PROVIDE BOTTOM REINFORCEMENT

SPLICES AT SUPPORTS.

4. PROVIDE 90° STD HOOK AT SLAB ENDS, TYP.

5. CHAMFERS ARE 20MM (MIN), TYP.

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1 : 252

TYPICAL GRAVITY CONCRETE BEAM DETAILS

1 : 201

TYPICAL CONCRETE SLAB DETAILS

0 0.2 10.4 0.6 0.8 2

1:20

0 2.51.00.5 1.5

1:25

US Army Corps of Engineers®

SHEET ID

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TYP

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BEAM DETAIL NOTES:

1. THIS DETAIL IS APPLICABLE CONCRETE GRADE BEAMS.

2. ALL DIMENSIONS ARE IN MM, UNO.

3. ALL STIRRUPS START 50MM FROM FACE OF SUPPORTS (SS = 50MM), UNO.

4. ALL SPLICES SHALL BE CLASS B…