VOL 13 OF 14_FACILITY O_DRAWINGS_CDC_JUL 2026.pdf

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VOLUME - FACILITY

VOLUME OF 14

FACILITY A - ALERT SHELTER

FACILITY C - LOGISTICS READINESS CENTER

FACILITY D - MAINTENANCE SUPPLY WAREHOUSE

FACILITY F - GUARD HOUSE

FACILITY H - PILOT READINESS FACILITY

FACILITY J - POL SHED

FACILITY K - SUBSTATION

FACILITY M - STORAGE SHADE

FACILITY N - WASH RACK SUNSHADE

FACILITY O - FIRE WATER PUMP HOUSE

GENERAL NOTES AND SITE DESIGN

INDEX OF VOLUMES

VOLUME

NUMBER

VOLUME TITLE

FACILITY G1 - SUNSHADES - SINGLE

FACILITY E - ALERT MAGAZINE

FACILITY STD - STANDARD DETAILS14

MIDDLE EAST DISTRICT

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\O - FIRE WATER PUMP HOUSE\KU-509974-2O-DM-G-FWPH_RVT25.rvt

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ALI AL SALEM AB, KUWAIT

KMOD – KUWAIT AIR FORCE

W912ER26RA016

JULY 2026

KU-509974-2

KUWAIT APACHE ALERT FACILITES

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INDEX OF DRAWINGS

KU-509974-2 - FACILITY O - FIRE WATER PUMP HOUSE

SHEET

ID

FILE NAME REV. NO.

AM/COP

NO.

SHEET TITLE

GENERAL

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

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

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

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

STRUCTURAL

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

SB101 KU-509974-2O-SB101 FRAMING PLANS - FOUNDATIONS AND GROUND FLOOR

SF102 KU-509974-2O-SF102 FRAMING PLANS - ROOF

SF201 KU-509974-2O-SF201 STRUCTURAL ELEVATIONS

SF501 KU-509974-2O-SF501 FOUNDATION DETAILS

SF502 KU-509974-2O-SF502 STRUCTURAL STEEL DETAILS

SF503 KU-509974-2O-SF503 STRUCTURAL STEEL DETAILS

SF504 KU-509974-2O-SF504 MASONRY DETAILS 1

SF505 KU-509974-2O-SF505 MASONRY DETAILS 2

SF506 KU-509974-2O-SF506 WATER TANK PAD DETAILS

SF601 KU-509974-2O-SF601 STRUCTURAL SCHEDULES

ARCHITECTURAL

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

AE101 KU-509974-2O-AE101 GROUND FLOOR PLAN, ROOF PLAN, RCP AND SIGNAGE PLAN

AE201 KU-509974-2O-AE201 ELEVATIONS AND SECTIONS

AE601 KU-509974-2O-AE601 FINISHES SCHEDULE AND DOOR SCHEDULE

FIRE PROTECTION

FA101 KU-509974-2O-FA101 FIRE ALARM FLOOR PLAN - GROUND FLOOR

FA501 KU-509974-2O-FA501 FIRE ALARM DETAILS

FA601 KU-509974-2O-FA601 FIRE ALARM RISER AND MATRIX

FX101 KU-509974-2O-FX101

FIRE SUPPRESSION HAZARD CLASSIFICATION - GROUND

FLOOR

FX102 KU-509974-2O-FX102

FIRE SUPPRESSION FLOOR PLAN - GROUND FLOOR - WET

PIPE SPRINKLER SYSTEM

FX103 KU-509974-2O-FX103 FIRE PUMP PIPING FLOOR PLAN - GROUND FLOOR

FX104 KU-509974-2O-FX104

FIRE WATER PUMP HOUSE DIESEL FUEL PIPING - GROUND

FLOOR

FX301 KU-509974-2O-FX301 FIRE SUPPRESSION WET PIPE SPRINKLER SECTION

FX302 KU-509974-2O-FX302 DIESEL FUEL PIPING SECTIONS

FX501 KU-509974-2O-FX501 FUEL FILLING STATION DETAIL

FX601 KU-509974-2O-FX601 FIRE PUMP AND WATER TANK DETAILS

FX602 KU-509974-2O-FX602

PIPING AND INSTRUMENTATION DIAGRAM FIRE

WATER STORAGE TANKS TO FIRE PUMPS

PLUMBING

PL101 KU-509974-2O-PL101 SANITARY FLOOR PLAN

MECHANICAL

MH101 KU-509974-2O-MH101 MECHANICAL FLOOR PLAN

ELECTRICAL

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

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

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

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

EP602 KU-509974-2O-EP602 PANEL SCHEDULE

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

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

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

1. PROJECT'S APPLIED CODES & STANDARDS:

2. BUILDING CODE REQUIREMENTS:

A. COMPLIANCE:

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

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

REGULATIONS.

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

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

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

4) NFPA 20-2022 STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION.

5) NFPA 22-2023 STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION.

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

7) NFPA 37-2024 STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES.

8) NFPA 70-2023 NATIONAL ELECTRICAL CODE.

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

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

11) 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: 26 FEB 2024 - DOD BUILDING CODE.

2) UFC 3-600-01-2016, CHANGE 6: 06 MAY 2021 - FIRE PROTECTION ENGINEERING FOR FACILITIES.

F. UNIFIED FACILITIES GUIDE SPECIFICATIONS: “UFGS”

1) UFGS 01 33 00: SUBMITTAL PROCEDURES.

2) UFGS 07 84 00: FIRESTOPPING.

3) UFGS 10 44 16: FIRE EXTINGUISHERS.

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

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

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

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

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

REFERENCES ARE NOT ALL INCLUSIVE.

**BUILDING AND LIFE SAFETY CODE REQUIREMENTS PROVIDED WITHIN 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: SECOND, FIRE RESISTANCE: 1-2 HOURS

C. MIXED USE & OCCUPANCY:

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

D. BUILDING HEIGHTS AND AREA:

IBC CHAP. 5, TABLES 504.3, 504.4 & 506.2, FACTORY GROUP F-1, SPRINKLERED, TYPE IIA (SECOND TYPE) CONSTRUCTION

1) HEIGHT:

HEIGHT BY METER (M) ALLOWABLE: 26 ACTUAL: 4.36

HEIGHT IN STORIES ALLOWABLE: 5 ACTUAL: 1

2) AREA:

IBC 2021, TABLE 506.2, GROUP F-1 SQUARE METER (SM): ALLOWABLE: 9290 ACTUAL: 142

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

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

1) IBC-2021 SECTION 602, TABLES 601, 602, & 705.5: PRIMARY STRUCTURAL FRAME: REQUIRED: 1 PROVIDED: 1

EXTERIOR BEARING WALLS: REQUIRED: 1 PROVIDED: 1

INTERIOR BEARING WALLS: REQUIRED: 1 PROVIDED: 1

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

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

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

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

2) EXTERIOR NONBEARING WALLS AND PARTITIONS:

I. KFF VOLUME 1, CHAPTER 5, SECOND, TABLE NO. 5-2: SETBACK BETWEEN BUILDINGS: 3 METERS < X < 9 METERS

FIRE-RATING IN HOURS: REQUIRED: 1 PROVIDED: 1

3) HAZARDOUS MATERIAL STORAGE

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

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS: MODERATE AND HIGH HAZARD:

1) FIRE ALARM SYSTEMS: "FIRE ALARM REPORTING WILL BE ONLY LOCAL PER KAF"

I. KFF VOLUME 6, CHAPTER 7:

MANUAL FIRE ALARM SYSTEM REQUIRED: YES PROVIDED: YES

AUTOMATIC FIRE ALARM SYSTEM(S): REQUIRED: NO PROVIDED: NO

2) FIRE SUPPRESSION SYSTEMS:

I. AUTOMATIC SPRINKLER SYSTEM: KFF VOLUME 6, CHAPTER 7 REQUIRED: YES PROVIDED: YES

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S):

A) FOAM-WATER SYSTEMS(S): KFF VOLUME 6, CHAPTER 7: REQUIRED: NO PROVIDED: NO

B) INTERNAL FIRE HOSE NETWORK: AREA <2000 SM

KFF VOLUME 6, CHAPTER 8 & KFF VOLUME 6, CHAPTER 8: 25 MM RUBBER HOSE AND HOSE CABINET: REQUIRED: YES PROVIDED: YES

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

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY:

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

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

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2: FIRE WATER PUMP HOUSE (108 SM / 28 P/P): ALLOWABLE: 4 PROVIDED: 4

C. CAPACITY OF MEANS OF EGRESS:

1) KFF VOLUME 1, CHAPTER 6, SECOND, TABLE 6-1: STAIRWAYS: OCCUPANT LOAD (OL) X 7.6 MM ALLOWABLE: 30.4 PROVIDED: N/A

OTHER LEVEL COMPONENTS AND RAMPS: OL X 5.1 MM ALLOWABLE: 20.4 PROVIDED: 1650

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

D. NUMBER OF EXITS:

1) KFF VOLUME 1, CHAPTER 6, THIRD: TWO OR MORE SEPARATE EXITS: REQUIRED: NO PROVIDED: YES

E. ARRANGEMENT OF MEANS OF EGRESS:

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

F. TRAVEL DISTANCE TO EXIT:

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

TRAVEL DISTANCE (TD) ALLOWABLE: 45 ACTUAL: 7.3

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

3) EMERGENCY AND EXIT LIGHTS: KFF VOLUME 6, CHAPTER 7 AND VOLUME 3, PART 3: REQUIRED: YES PROVIDED: YES

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

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

INTERIOR STAIRS, RAMPS, AND PASSAGES: REQUIRED: C PROVIDED: C

CORRIDORS ACCESS STAIR/RAMPS: REQUIRED: C PROVIDED: C

ROOMS AND ENCLOSED SPACES: REQUIRED: C PROVIDED: C

2) IBC-2021, SECTION 804.4.2 FLOOR FINISH: CLASS I & II FLOOR FINISH: REQUIRED: II PROVIDED: II

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

H. ACCESSIBILITY KUWAIT UNIVERSAL DESIGN CODE

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

4. CODE COMPLIANCE SITE DESIGN:

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

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

2. BUILDING CODE REQUIREMENTS CONTINUED:

3) EXTINGUISHING SYSTEM(S):

I. PORTABLE FIRE EXTINGUISHERS: KFF: VOLUME 6, CHAPTER 7 AND VOLUME 2, PART THREE, CHAPTER 1: REQUIRED: YES PROVIDED: YES

II. CLEAN AGENT EXTINGUISHING SYSTEMS

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

4) EXHAUST SYSTEM(S):

I. EXHAUST FOR DAILY CONSUMPTION TANKS: KFF: VOLUME 4, CHAPTER 1, SECTION 3/4/16 REQUIRED: YES PROVIDED: YES

G. SEE STANDARD DRAWINGS F001, F002, F003, F501 AND OTHER FACILITY DRAWINGS:

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

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UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

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GENERAL NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\O - FIRE WATER PUMP HOUSE\KU-509974-2O-DM-FP-FWPH_RVT25.rvt

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1 : 501

LIFE SAFETY PLAN - GROUND FLOOR

PLAN NORTH

0 52.50.5 1.0 1.5 2.0

1:50

1. CONTRACTOR AWARDED THIS PROJECT IS REQUIRED TO

COMPLY WITH KUWAIT REGULATIONS AND ALL OTHER

APPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

2. ALL FIRE AND LIFE SAFETY DRAWING ARE CONCEPTUAL IN

NATURE. CONTRACTOR DESIGN "SHOP" DRAWINGS MUST

COMPLY WITH KUWAIT REQUIREMENTS AND ALL OTHER

APPLICABLE CODES, STANDARDS, AND REQUIREMENTS.

DURING WORKING DESIGN AND INSTALLATION OF

SPRINKLERS AND FIRE ALARM, ENSURE SPRINKLERS AND

FIRE ALARM DEVICES ARE NOT OBSTRUCTED BY BUILDING

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

PIPES, SEWAGE, ELECTRICAL, ETC.)

3. FOR APACHE ALERT MISSION COMPLEX EXTINGUISHING

SYSTEMS, FIRE PROTECTION, FIRE ALARM, LIFE SAFETY AND

SUPPRESSION SYSTEM STANDARD DETAILS, LEGENDS, AND

SYMBOLS SEE STANDARD DETAILS SHEETS SF001, F002, F003,

SF501, SF502, AND SPECIFIC FACILITY DRAWINGS.

4. FOR EXIT AND EMERGENCY LIGHTS REFER TO THE

ELECTRICAL DRAWINGS.

5. PORTABLE FIRE EXTINGUISHER LOCATIONS ARE SHOWN FOR

REFERENCE ONLY. ACTUAL LOCATIONS MUST BE

COORDINATED BY THE INSTALLING CONTRACTOR AND

COMPLY WITH KFF REGULATIONS.

6. ITEMS ANTICIPATED TO BE STORED: DIESEL FUEL.

7. HAZARDOUS MATERIALS STORAGE SHALL REMAIN BELOW

MAXIMUM PERMISSABLE CAPACITY.

LEGEND

PATH OF TRAVEL SCHEDULE

From Room TRAVEL TYPE ALLOWED ACTUAL

PUMP ROOM 100 TD-A 45000 7345

A 7345

OCCUPANT LOAD

ROOM

NO. ROOM NAME USE GROUP AREA

OLF [m² /

PERSON]

OCCUPANT

LOAD

100 PUMP ROOM INDUSTRIAL 119 m² 28 5

101 PANEL CLOSET ACCESSORY 1 m² 0

TOTAL OCCUPANT LOAD

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE

AREA, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

4 1.11 -1.21

0.90 -0.99

0.83 -0.93

-1.48

-1.16

-1.06

0.95 -1.04

0.93

9.30

18.60

46.45

C&C ROOF WIND PRESSURE (kPa)

ZONE POSITIVE

PRESSURE

NEGATIVE

PRESSURE

NOTES

1 0.77 -1.94

0.77

0.77

0.77

-1.81

-1.51

-2.55

-2.39

-2.01

-1.63

-3.48

-3.15

-2.39

1'

1'

1'

1'

EFFECTIVE

AREA, M²

0.93

9.30

18.60

46.45

0.93

1.86

4.65

9.30

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

0.77

-0.93

-1.22

-1.63

-1.47

-0.60

-0.60

-1.63

0.93

1.86

4.65

9.30

0.93

1.86

4.65

9.30

0.93

1.86

4.65

9.30

1.11

0.90

0.83

0.95

US Army Corps of Engineers®

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GENERAL NOTES

1. REFERENCE STANDARDS:

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

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

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

IBC 2021 INTERNATIONAL BUILDING CODE, 2021

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

AISC-325 AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL- 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 + 2.1kPa 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 : STEEL ORDINARY MOMENT FRAME

RESPONSE MODIFICATION FACTOR, R: 3.5

SYSTEM OVERSTRENGTH FACTOR: 3.0

DEFLECTION AMPLIFICATION FACTOR, Cd: 3.0 SEISMIC RESPONSE COEFFICIENT, Cs: 0.152

DESIGN BASESHEAR, V: 0.152W (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) = 900mm, 0.2h = 840mm AND 0.6h =2520mm.

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

CF20

CF20

1 2 3 4

B

A

CF20 CF20 CF20

CF20 CF20 CF20

CP1 CP1 CP1

CP1CP1CP1CP1

CP1

5040 4800 4800

19680

"TYP"

"TYP"

"T Y

P

"T Y

P

CF20

CF20

CP1

CP1

20mm ISOLATION JOINT

+150

1 2 3 4

B

A

GB1

GB1

G B

2 1

4 TYP

SF201

SF501

TYP TYP

SF501

+150 +150

TYP

5040 4800 4800

7 TYP

7 TYP

8TYP

+150

G B

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

S-501 FOR SPECIFICS (TYP UNO).

4. SEE SHEET S-601 FOR FOUNDATION, COLUMN AND

GRADE BEAM SCHEDULES.

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

5500MM O/C IN BOTH DIRECTIONS. REFER TO 1/SS502

FOR CONSTRUCTION JOINT AND CONTROL JOINT

DETAILS. 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 FLOOR

OPENINGS, FLOOR DRAIN, AND PENETRATION AND ALL

EQUIPMENT PROVIDED.

US Army Corps of Engineers®

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FOUNDATION PLAN

1 : 502

GROUND FLOOR FRAMING PLAN

0 52.50.5 1.0 1.5 2.0

1:50

PLAN NORTH

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

O/C EW PLACED AT TOP THIRD OF SLAB THICKNESS.

EQUIPMENT PAD, SEE DETAIL 3/SF501. REFER TO

ELEC/ARCH FOR EQUIPMENT SIZE.

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

SPECIFICS. SEE ARCH FOR DIMENSIONS AND SLOPE.

20MM ISOLATION JOINT.

TYPICAL REENTRANT CORNER REINFORCEMENT. SEE

DETAIL 7/SS502

HE400B STEEL COLUMN W/ BP1, SEE S-601 FOR BASE

PLATE SPECIFCS.

SLAB-ON-GRADE JOINT, SEE DETAIL 1/SS502, TYP.

200MM CMU PARTITION, SEE STANDARD DETAILS FOR

SPECIFICS, TYP.

MECHANICAL EQUIPMENT PAD W/ D16 AT 250MM TOP

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

DRAWINGS FOR EQUIPMENT SIZE.

1 2 3 4

B

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IPEA400

( +4029 )

IPEA400

( +4029 )

IPEA400

( +4029 )

IPEA400

( +4029 )

IPEA400

( +4018 )

IPEA400

( +4000 )

4 EQUAL SPACES 4 EQUAL SPACES 4 EQUAL SPACES

TYP

SF201

SF201

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IPEA240 IPEA240 IPEA240

C254x76

C254x76

C x

( +4260 ) ( +4260 ) ( +4260 )

(AT +4010 AND +3000)

(AT +4010 AND +3000)

(A T

A

N D

(A T

A

N D

TYP

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IP

E

A

IPEA400

IPEA400

4 EQUAL SPACES

C x

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.

3. ROOF METAL PANELS TO BE DESIGNED BY SUPPLIER.

4. (+XXXX) INDICATES TOP OF STEEL BEAM ELEVATION, UNO.

5. PROVIDE SINGLE-PLATE CONNECTION AT BEAM TO GIRDER

CONNECTION, REFER TO

6. PROVIDE DOUBLE ANGLE CONNECTION AT BEAM TO COLUMN

OR GIRDER TO GIRDER CONNECTIONS AND AT RIDGE BEAMS

TO GIRDER CONNECTION, REFER TO /2 SF502

/1 SF502

US Army Corps of Engineers®

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ROOF FRAMING PLAN

DOUBLE ANGLE LL75X75X10 HORIZONTAL BRACING AT

ELEVATION 3810MM. REFER TO 1/S-503 FOR BRACING

CONNECTIONS TO BEAMS. REFER TO DETAILS 3 &

5/S-502 FOR ADDITIONAL HORIZONTAL BRACING

CONNECTIONS.

0 52.50.5 1.0 1.5 2.0

1:50

PLAN NORTH

DOUBLE ANGLE LL76X76X9.5x19 VERTICAL KNEE-

BRACING AT ELEVATION. REFER TO DETAILS 4/S-502

FOR TYPICAL VERTICAL BRACING CONNECTIONS.

COLD-FORMED JOISTS DESIGNED BY SUPPLIER. 3

GRADE LEVEL

EAVE HEIGHT

B.O FOUNDATION

-1500

1 2 3 4

2L76X76X9.5X19

(TYP)

IPEA400 IPEA400 IPEA400

HE400B(TYP)

"TYP"

"T Y

P

TOP OF CMU WALL

SF502

TYP

C254x76

IPEA400

GRADE LEVEL

EAVE HEIGHT

B.O FOUNDATION

-1500

BA

IPEA400 IPEA400

(TYP)

HE400B

(TYP)

TOP OF CMU WALL

SF502

TYP

SF502

6 TYP

1000 +4010 ELEVATION OF TOP GIRT

C254X76 (TYP)

"T Y

P

"TYP"

2L76X76X9.5X19

US Army Corps of Engineers®

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1 : 501

LONGITUDINAL ELEVATION

1 : 502

TRANSVERSE ELEVATION

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

STEEL COLUMN, (REFER

TO PLAN FOR SPECIFICS)

CONCRETE SLAB ON

GRADE, (REFER TO PLAN

FOR SPECIFICS)

CONCRETE FOOTING, (REFER

TO SCHEDULES FOR SIZE

AND REINFORCEMENT.)

CONCRETE PIER, (REFER

TO SCHEDULES FOR SIZE

AND REINFORCEMENT.)

EQ EQ

T/SOG

REFER TO PLAN

GL

TOF

REFER TO PLAN

STEEL COLUMN, (REFER

TO PLAN FOR SPECIFICS)

T/GRADE BEAM

REFER TO PLAN

S/2S S SS SSS S

CONCRETE GRADE BEAM,

(REFER TO SCHEDULES FOR

SIZE AND REINFORCEMENT)

STIRRUPS SPACING,

(REFER TO GRADE

BEAM SCHEDULE, TYP)

A

A-A

VAPOR RETARDER OVER 100mm

CAPILLARY WATER BARRIER

GRADE BEAM

REINFORCEMENT, TOP AND

BOTTOM, (REFER TO

SCHEDULES FOR SPECIFICS)

SLAB ON GRADE

REINFORCEMENT, (REFER TO

PLAN FOR SPECIFICS)

A

VAPOR RETARDER ,TYP

100mm CAPILLARY WATER

BARRIER, TYP

ROUGHENED CONCRETE

SURFACE TO 6MM AMPLITUDE

(3) - D12 REBARS

D12 REBARS AT 300MM OC300

12MM ISOLATION JOINT

50mm CONCRETE

BLINDING ,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

50MM RIGID INSULATION, TYP

VAPOR BARRIER, TYP

S E

E P

L A

N S

"T

"2 T

/3

200MM CMU WALL , (REFER TO

SCHEDULE FOR SPECIFICS)

D16 DOWEL BARS AT 600MM

O/C

BOND BEAM w/ (2) D13X

CONT., TYP

100mm CAPILLARY WATER BARRIER

OVER COMPACTED SOIL, TYP

"SEE ARCH"

100MM VENEER WALL ,

(REFER TO ARCH)

SLAB-ON-GRADE,

SEE PLAN

CONCRETE PAD

W/ D16 AT 200

O/C EW, T&B

12MM ISOLATION

JOINT

BASE PL CONNECTION

AND GROUT PER

EQUIP MFR.

NOTES:

1. COORDINATE SIZE & LOCATION WITH EQUIPMENT

REQUIREMENTS.

2. CHAMFER ALL EDGES 25mm TYPICAL.

3. PROVIDE ANCHORS AS RECOMMENDED BY EQUIPMENT

MANUFACTURER.

4. GROUT EQUIPMENT IN PLACE WITH NON-SHRINK GROUT,

UNLESS OTHERWISE RECOMMENDED BY EQUIPMENT

MANUFACTURER.

5. "T"=450 (MIN) OR AS REQUIRED BY MFR.

"T

US Army Corps of Engineers®

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NTS1

EXTERIOR STEEL COLUMN BEARING ON CONCRETE FOOTING

NTS2

SECTION AT GRADE BEAM

NTS3

EQUIPMENT PAD DETAIL

GL

BEAM DEPTH N PLATE WELD

200 - 250 2 8x115x140 6MM

300 3 8x115x215

350, 400 4 8x115x300

450 5 8x115x370

530 6 8x115x445

600 7 8x115x520

680 8 8x115x600

20MM Ø A325N BOLTS

A T

M M o /c

"N

B O

L T

S

STEEL BEAM, REFER

TO PLAN FOR SIZE

PLATE PER SCHEDULE

STEEL COLUMN, REFER

TO PLAN FOR SIZE

PL6MMx (COLUMN DEPTH +25MM) x

(COLUMN WIDTH+25MM)

GL

20MMØ A325N BOLTS

A T

M M o /c

"N

B O

L T

S

STEEL BEAM, REFER TO PLAN

FOR SIZE

PLATE PER SCHEDULE, (TYP)

STEEL GIRDER, REFER

TO PLAN FOR SIZE

"TYP"

GAP

TYP

"T Y

P

6MM

6MM

6MM

6MM

6MM

6MM

6mm

(TYP)

6mm

(TYP)

BEAM DEPTH MINIMUM ROWS OF BOLTS REMARKS

200 - 250

350, 400

530 & 600

800 9

TYPICAL DOUBLE ANGLE CONNECTION SCHEDULE NOTES:

1. BOLTS SHALL BE 20Ø A325N

2. ALL CONNECTIONS SHALL BE DOUBLE ANGLE CONNECTIONS.

3. DOUBLE ANGLE WELDED CONNECTION COULD BE SUBSTITUTED FOR BOLTED CONNECTIONS. WELDED

CONNECTIONS MUST DEVELOP THE SAME DOUBLE LOAD CAPACITY AS BOLTED CONNECTION SPECIFIED.

4. ALL STANDARD DOUBLE ANGLE CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC STEEL CONSTRUCTION

MANUAL , 15TH EDITION AND IBC 2021.

5. CONNECTIONS ANGLES SHALL HAVE 8MM MINIMUM LEG THICKNESS.

6. CONNECTIONS SHOWN ARE MINIMUM UNLESS OTHERWISE NOTED.

7. CONNECTIONS ANGLES SHALL BE 235MPa MINIMUM.

8. ALL BOLTES EXPOSED TO EXTERIOR CONDITIONS SHALL BE GALVANIZED.

9. ALL STEEL EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT-DIPPED GALVANIZED.

10. SCHEDULE APPLIES TO ALL BEAM TO BEAM & BEAM TO COLUMN CONNECTIONS TYPICAL.

6MM

STOP WELD

12MM

SHORT AT

RETURNS

TOP &

BOTTOM

WIDE FLANGE BEAM,

REFER TO PLAN FOR SIZE

COPE BEAM TOP AND

BOTTOM AS REQUIRED

A T

M M o /c

N O

O

F B

O L T

S

22x25

HORIZONTAL

SLOTTED HOLES

(2)- CONNECTION

ANGLES w/ 8MM

LEG THICKNESS,

MIN TYP

STEEL GIRDER, (REFER TO

PLAN FOR SPECIFICS)

BACKGOUGE

RIDGE

TOS

REFER TO PLAN

EAVE HEIGHT

TOP OF CMU WALL

GL

45.00°

STEEL BEAM, SEE

PLANS FOR SPECIFICS

STEEL COLUMN, SEE

PLANS FOR SPECIFICS

DOUBLE ANGLE BRACING,

SEE ELEVATIONS FOR

SPECIFICS

PL19 GUSST PLATE W/ (2) -

20MM Ø A325N BOLTS, (TYP)

"T Y

P

"TYP"

"TYP"

"TYP"

BEAM CONNECTION,

SEE /2 SF502

WP

WP

PL19MM GUSSET PLATE ABOVE

BRACING, TYP

(3) - 20MM Ø A325N BOLTS,

(TYP)

"T Y P

"T

YP"50

"TY

P

6 50

6 50

(TYP)

CONNECTOR PLATE

DOUBLE ANGLE

STEEL BRACING

NOTES:

1. CONNECTOR PLATES TO BE EQUALLY SPACED

BETWEEN MEMBER ENDS.

2. NO. OF CONNECTORS PER MEMBER TO BE PER

AISC TABLES 4-8, 4-9, 4-10. (50 MIN.)

3. CONNECTOR PLATE THICKNESS TO MATCH

GUSSET PLATE THICKNESS AT MEMBER END

CONNECTIONS.

US Army Corps of Engineers®

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 201

TYPICAL SHEAR TAB CONNECTION

1 : 202

TYPICAL DOUBLE ANGLE CONNECTION

1 : 106

TYPICAL TOP OF GIRDER

0 10.50.1 0.2 0.3 0.4

1:10

0 0.2 10.4 0.6 0.8 2

1:20

1 : 104

TYPICAL KNEE-BRACING CONNECTION

1 : 105

TYPICAL CROSS BRACING DETAIL - BOLTED 1 : 103

DOUBLE ANGLE CONNECTOR DETAIL

WP

STEEL COLUMN, (REFER

TO PLAN FOR SPECIFICS)

STEEL BEAM, (REFER TO

PLAN FOR SPECIFICS)

STEEL BEAM, (REFER TO

PLAN FOR SPECIFICS)

PL19MM GUSSET PLATE

3-SIDES, (TYP)

GL

GL

3-SIDES, (TYP)

DOUBLE ANGLE CONNECTION,

(REFER TO PLAN, TYP)

PL8MM STIFFENERS, (TYP)

AA

A-A

(6) - 20MMØ A325N BOLTS,

(TYP)

"T Y

P

GL

B-B

L75X75X8X210 W/(3) - 20MM Ø

A325N BOLTS TO BEAM AND

W/(3) - 20MM Ø A325N BOLTS

TO GUSSET PLATE, TYP

B

B

12MM (MIN)

6mm

3-SIDES,

(TYP)

T Y

P

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 101

HORIZONTAL BRACING - CORNER

0 10.50.1 0.2 0.3 0.4

1:10

NOTES:

1. LADDER JOINT REINFORCEMENT AND ADJUSTABLE ANCHOR PART SHALL BE HOT DIP GALVANIZED.

2. PROVIDE AT LEAST ONE ANCHOR FOR EACH 0.17M2 OF WALL AREA.

3. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGE THAN 400MM IN EITHER DIMENSION.

SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF 600MM ON CENTER AND

PLACE ANCHORS WITHIN 300MM OF OPENING PERIMETERS, WALL ENDS, AND CONTROL JOINT.

4. HORIZONTAL REINFORCEMENT IN CMU BOND BEAM NOT SHOWN IN PLAN VIEW FOR CLARIFY.

CMU WALL (SEE

REINF.)

LADDER JOINT

REINFORCEMENT,

MW11, SPACED

VERTICALLY AT

400 O.C.

ADJUSTABLE ANCHOR

PART, MW18, SPACING

HORIZONTALLY AT 450

O.C. MAX.

100 VENEER WALL

450 (MAX)

M

M M

O R

T A

R C

O V

E R

M

IN

A

A

PLAN

CMU BOND BEAM

AND HORZ. REINF.

(SEE )

VERT REINF

(SEE )

CMU WALL

100 VENEER WALL

(SEE ARCH.)

RIGID INSULATION

(SEE ARCH.)

ADJUSTABLE

ANCHOR PART

LADDER JOINT

REINFORCEMENT

SECTION A-A

/3 SF505

/3 SF505

/3 SF505

T.O. CMU

VERT REINF

(SEE CMU WALL SCHED)

200 CMU WALL

(SEE CMU WALL SCHED)

BOND BEAM AT TOP OF WALL

(SEE CMU WALL SCHED)

CHANNEL (SEE PLAN)

COLUMN

HORZ. LONG-SLOTTED HOLES AND 16 DIA.

GALV. SCREW ANCHORS w/ 60mm

EMBEDMENT @ 400 O.C., (TYP)

"SEE ARCH"

10mm BENT PLATE

COLUMN

(SEE PLAN)

GIRT (SEE PLAN)

HORZ. LONG-SLOTTED HOLES

AND 16 DIA. GALV. SCREW

ANCHORS w/ 60mm

EMBEDMENT @ 400 O.C., (TYP)

A A

B

B

10mm BENT PLATE

10mm BENT PLATE

CHANNEL

(SEE PLAN)

SECTION B-B

T.O. CMU

VERT REINF

(SEE CMU WALL SCHED)

200 CMU WALL

(SEE CMU WALL SCHED)

BOND BEAM AT TOP OF WALL

(SEE CMU WALL SCHED)

CHANNEL (SEE PLAN)

COLUMN

HORZ. LONG-SLOTTED HOLES AND 16

DIA. GALV. SCREW ANCHORS w/ 60mm

EMBEDMENT @ 400 O.C., (TYP)

"SEE ARCH"

10mm BENT PLATE

SECTION A-A

PLAN

GL

GL

GL GL

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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1 : 101

ANCHORAGE OF VENEER WALL TO CMU

NTS2

CMU WALL BRACING

CONCRETE FOUNDATION

OR GRADE BEAM,

(REFER TO PLAN)

200MM BOND BEAM TO

MATCH WALL THICKNESS

W/ (2) - D16 TYP.

200MM BOND BEAM TO

MATCH WALL THICKNESS

W/ (2) - D16 TYP

T/CMU WALL

DOWEL LAP SPLICE AT

EACH VERTICAL BAR

(TYP)

90° STD HOOK INTO TOP

BOND BEAM (TYP).

ALTERNATIVELY, SPLICE

ADDITIONAL BAR WITH

STD. HOOK.

D16 AT 400MM

VERTICAL BARS, TYP.

NOTES:

1. REFER TO ARCH FOR OPENING SIZES AND LOCATIONS.

2. REFER TO ARCH FOR CONTORL JOINT INFORMATION.

3. REFER TO SCHEDULES FOR BOND BEAMS REINFORCEMENT

4. REFER TO SCHEDULES FOR BOND BEAMS BEARING ABOVE OPENINGS, UNO.

5. REFER TO ARCH DRAWINGS FOR TOP OF WALL ELEVATIONS OF INTERIOR WALLS.

6. PROVIDE MASONRY CONTROL JOINTS AT ALL INTERSECTIONS. AT ALL WALL CORNERS AND INTERSECTIONS, WHERE CONNECTING WALL(S) ARE LONGER

THAN 9000mm, PROVIDE A MASONRY CONTROL JOINT LOCATED 400mm OR 600mm IN THE CONNECTING WALL(S) FROM THE NEAREST WALL CORNER FACE, UNO. PROVIDE MASONRY CONTROL JOINTS AT SPACING PER MASONRY NOTE M-9/SS001 OR AT A MAXIMUM SPACING OF 1.5 TIMES THE WALL HEIGHT, WHICHEVER IS LESS. REFER TO ARCH DWGS FOR ADDITIONAL INFO.

(T Y

P m m M

A X m m M

A X

AT FULL HEIGHT WALL

200MM MAX

SCHEDULE (TYP)

REFER TO LINTEL

S C

H E

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T

Y P

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T O

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IN

T E

L

SCHEDULE (TYP)

REFER TO LINTEL

CONTROL JOINT, (TYP)

REFER TO ARCH

D16 AT 1200MM

HORIZONTAL BARS.

R E

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(2) -D16 ADDITIONAL

VERTICAL REBARS

ALTERNATE

COURSES

(2)-D16 ADDITIONAL

VERTICAL REBARS

D13 DOWEL EVERY

OTHER COURSE

20075

LOOSE LINTEL,

SEE SCHEDULE

CMU WALL,

SEE ARCH.

CMU BOND BEAM,

SEE SCHEDULE

NOTES:

1. EXTEND HORIZ REINF 40 BAR DIA BEYOND JAMB FACE EA SIDE (600MM MIN).

2. PROVIDE STEEL LINTEL WHERE A WALL CONTROL JOINT TRANSECTS THE

LINTEL.

VENEER WALL,

SEE ARCH.

MISCELLANEOUS LOOSE LINTEL SCHEDULE

THICKNESS SPAN LOOSE LINTEL

200MM UP TO 1200MM L102X89X7.9

NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR OPENING SIZES AND LOCATIONS.

2. CONNECT ALL ANGLES TO ALL 2 AND 3 ANGLE LINTELS BACK TO BACK AT 400MM

OC MAX.

3. ALL ANGLES LONG LEG VERTICAL, UNLESS OTHERWISE NOTED.

4. BEARING END OF STEEL LINTEL AT CONTROL JOINT SHALL BE WRAPPED WITH

BUILDING PAPER.

5. PROVIDE MINIMUM 200MM BEARING ON BRICK OR SOLID CONCRETE BLOCK.

6. PROVIDE MINIMUM 200MM x WALL THICKNESS x 200MM HIGH GROUTED CMU OR

BRICK BEARING PAD UNDER ALL LINTELS, UNO. GROUT JAMBS OF MASONRY

OPENINGS 1800MM AND LARGER FULL HEIGHT FOR 200MM MINIMUM WIDTH.

7. CONNECT LINTEL TO COLUMN IF MASONRY OPENING IS ADJACENT TO COLUMN

AND LINTEL HAS LESS THAN 200MM BEARING ON CMU BEYOND COLUMN FLANGES.

8. STEEL LINTELS IN EXTERIOR WALLS ARE TO BE GALVANIZED.

200MM 1200MM - 1800MM L127X89X7.9

200MM 1800MM - 2400MM L152X89X7.9

1. ALL CMU WALLS MUST BE FULLY GROUTED.

2. SEE ARCH DWGS FOR OPENINGS AND JOINT

INFORMATION.

3. SEE FOR CMU WALL BRACING./2 SF504

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TYPICAL MASONRY WALL DETAIL

NTS2

TYPICAL MASONRY DETAIL

CMU LINTEL SCHEDULE

OPENING CLEAR SPAN BEAM WIDTH BEAM DEPTH BEARING WIDTH

BOTTOM

REINFORCEMENT

TOP

REINFORCEMENT STIRRUPS

UP TO 1500mm WALL THICKNESS 410mm 200mm (1) -D16 - D10 @ 200mm OC

UP TO 2400mm WALL THICKNESS 410mm 400mm (1) -D16 (1) - D16 D10 @ 200mm OC

NTS1

CMU LINTEL DETAIL

STEEL PAINTED TANK, SEE

CIVIL & MECH, TYP

CONCRETE RING, BY MRF,

TYP

TANK FOUNDATION, BY

MRF, TYP

STEEL PAINTED TANK, SEE

CIVIL & MECH, TYP

CONCRETE RING, BY MRF,

TYP

TANK FOUNDATION, BY

MRF, TYP

1. THIS DRAWING IS A CONCEPTUAL DRAWING ONLY.

CONTRACTOR MUST BE RESPONSIBLE ENTIRELY FOR THE

DESIGN OF THE WATER TANK, THE TANK CONNECTION TO

THE FOUNDATION AND THE TANK FOUNDATION. SEE

SPECIFICATIONS.

2. CONCEPTUAL FOUNDATION HAS BEEN DESIGNED TO

ACCEPT A PRE-FABRICATED WATER TANK. ONLY METAL

TANKS MUST BE PERMITTED. FULL DETAILS OF THE

PROPOSED TANK, TANK CONNECTION TO THE

FOUNDATION, AND THE TANK FOUNDATION MUST BE

SUBMITTED FOR APPROVAL. FOUNDATION WILL BE

DESIGNED USING A MODULUS OF SUBGRADE REACTION

(K) VALUE OF 11.9MN/M³ AND A BEARING CAPACITY OF

96KPA, SEE PROJECT SOIL REPORT. WHERE ROCK IS

ENCOUNTERED WITHIN 0.5 METERS BELOW FINISHED

GRADE, PLACE FOUNDATION ON ROCK. SEE SECTION 31

00 00 FOR SITE SOIL DESCRIPTION AND PREPARATION

REQUIREMENTS.

US Army Corps of Engineers®

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GROUND STORAGE WATER TANK SECTION (TYP)

1 : 102

GROUND STORAGE WATER TANK SECTION

"C""B"

"A"

"F

"E

"D

"C""B"

"A"

"F

"E

"D

DETAIL A DETAIL B

PIER LONGITUDINAL

REINFORCEMENT, (REFER

TO SCHEDULES)

PIER TIES, (REFER TO

SCHEDULES)

"CLR"

R E

F E

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C H

E D

U L E

REFER TO SCHEDULE

TYPE A PIER

E M

B E

D

A N

C H

O R

BASE PLATE

PLATE WASHER

6MM LEVELING

WASHER

GROUT

ANCHOR ROD HOLE SCHEDULE

ROD SIZE HOLE SIZE

12 AB

16 AB

19 AB

22 AB

25 AB

32 AB

38 AB

>50 AB

27 DIA

30 DIA

34 DIA

40 DIA

48 DIA

54 DIA

60 DIA

db + 32"

SEE ANCHOR ROD

HOLE SCHEDULE

SF601

NUT W/

WASHER

BASE PLATE

6MM PLATE WASHER

W/ STD HOLE

SEE ANCHOR ROD

TWO SIDES

MIN

TOP REINFORCEMENT,

SEE SCHEDULE

BOTTOM REINFORCEMENT,

SEE SCHEDULE

STIRRUPS, SEE SCHEDULE

SKIN REINFORCEMENT TO

MATCH TOP AND BOTTOM

REINFORCEMENT AT

250MM O/C, TYP.

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COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS LONGITUDINAL REINFORCEMENT TRANSVERSE REINFORCEMENT

REMARKSLENGTH (L) WIDTH (W) THICKNESS QTY SIZE QTY SIZE

CF20 2000 2000 500 8 D22 8 D22

RECTANGULAR CONCRETE PIER SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKSWIDTHS DEPTHS

LONGITUDINAL TIES

REBAR SIZE QUANTITY REBAR SIZE SPACING

CP1 1100 1100 D25 24 D12 250 DETAIL A

CONCRETE GRADE BEAM SCHEDULE

MARK

DIMENSIONS TOP REINFORCEMENT BOTTOM REINFORCEMENT STIRRUPS

REMARKSWIDTH DEPTH REBAR SIZE QUANTITY REBAR SIZE QUANTITY END OF BEAM (K) MIDDLE OF BEAM (RG)

GB1 400 600 D19 4 D19 4 (10) - D12 AT 150 D12 AT 200

BASE PLATE SCHEDULE

KEY NAME

THICKNESS

(t)

ANCHOR

DIA

ANCHOR

EMBED DETAIL "A" "B" "C" "D" "E" "F" COMMENTS

BP1 20 19 300 DETAIL A 300 100 100 500 100 100

NTS2

STANDARD ANCHOR BOLT

ANCHOR BOLT w/ WELDED WASHER of Engineers®

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\O - FIRE WATER PUMP HOUSE\KU-509974-2O-DM-A-FWPH_RVT25.rvt

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTOR OF RECORD

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DOR DESIGNER OF RECORD

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLASH FLASHING

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INC

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC RM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL…