VOL 6 OF 14_FACILITY F_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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INDEX OF DRAWINGS

KU-509974-2 - FACILITY F - GUARD HOUSE

SHEET

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FILE NAME REV. NO.

AM/COP

NO.

SHEET TITLE

GENERAL

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

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

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

GI101 KU-509974-2F-GI101 LIFE SAFETY AND FIRE SUPPRESSION PLAN - GROUND FLOOR

STRUCTURAL

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

SB101 KU-509974-2F-SB101 FOUNDATION AND SLAB-ON-GRADE PLAN

SF101 KU-509974-2F-SF101 FRAMING PLAN - ROOF

SF201 KU-509974-2F-SF201 STRUCTURAL ELEVATIONS

SF301 KU-509974-2F-SF301 FRAMING SECTIONS

SF501 KU-509974-2F-SF501 STRUCTURAL DETAILS

SF502 KU-509974-2F-SF502 IMF BEAM & COLUMN DETAILS

SF503 KU-509974-2F-SF503 GRADE BEAM DETAILS

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

SF505 KU-509974-2F-SF505 MASONRY DETAILS 2

SF506 KU-509974-2F-SF506 MASONRY DETAILS 3

SF601 KU-509974-2F-SF601 STRUCTURAL SCHEDULES

ARCHITECTURAL

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

AB101 KU-509974-2F-AB101 AIR BARRIER PLAN AND SECTION

AE101 KU-509974-2F-AE101 BUILDING PLANS

AE201 KU-509974-2F-AE201 BUILDING ELEVATIONS

AE301 KU-509974-2F-AE301 BUILDING SECTIONS

AE401 KU-509974-2F-AE401 ENLARGED PLANS AND ELEVATIONS

AE402 KU-509974-2F-AE402 WALL SECTIONS

AE603 KU-509974-2F-AE603 DOOR AND WINDOWS SCHEDULE AND DETAILS

AE901 KU-509974-2F-AE901 PERSPECTIVE VIEWS

INTERIORS

IN101 KU-509974-2F-IN101

FINISH PLAN, SIGNAGE PLAN, FURNITURE PLAN SCHEDULE &

LEGEND - GROUND FLOOR

PLUMBING

PL101 KU-509974-2F-PL101 SANITARY PLAN - GROUND FLOOR - COMPOSITE

PL102 KU-509974-2F-PL102 DOMESTIC WATER PLAN - GROUND FLOOR - COMPOSITE

PL601 KU-509974-2F-PL601 PLUMBING SCHEDULES

PL901 KU-509974-2F-PL901 DOMESTIC WATER ISOMETRIC VIEW

PL902 KU-509974-2F-PL902 SANITARY ISOMETRIC VIEW

MECHANICAL

MH101 KU-509974-2F-MH101 MECHANICAL PLAN - GROUND FLOOR - COMPOSITE

MH601 KU-509974-2F-MH601 MECHANICAL SCHEDULES

ELECTRICAL

EL101 KU-509974-2F-EL101 ELECTRICAL PLANS - GROUND FLOOR AND ROOF

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

TELECOMMUNICATIONS

T001 KU-509974-2F-T001 TELECOMMUNICATIONS LEGEND

TM101 KU-509974-2F-TM101 IDS/CCTV PLAN - GROUND FLOOR

TN101 KU-509974-2F-TN101 TELECOMMUNICATIONS DROP PLAN - GROUND FLOOR

TN501 KU-509974-2F-TN501 CABINET DEATILS / RISER - GUARD HOUSE

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" AS APPLICABLE REFERENCE OR GUIDANCE

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

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

1) NFPA 1-24: FIRE CODE

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

3) NFPA 70-2023 NATIONAL ELECTRICAL CODE.

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

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”

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:

REFERENCES ARE NOT ALL INCLUSIVE.

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

REQUIRED/ALLOWABLE AND PROVIDED/ACTUAL.

A. OCCUPANCY CLASSIFICATION:

1) KFF VOLUME 1, CHAPTER 4, FIRST: ADMINISTRATIVE: (BUSINESS)

B. CONSTRUCTION TYPE:

1) KFF VOLUME 1, CHAPTER 5, TABLE NO. 5-1: TYPE: THE THIRD, FIRE RESISTANT- NONE:

C. MIXED USE & OCCUPANCY:

1) KFF VOLUME 1, CHAPTER 5, SECTION FIFTEENTH: NOT APPLICABLE (N/A):

D. BUILDING HEIGHTS AND AREA:

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

1). HEIGHT:

HEIGHT IN METERS: (M) ALLOWABLE: 16.8 ACTUAL: 5.1

HEIGHT IN STORIES: ALLOWABLE: 2 ACTUAL: 1

2) AREA: SQUARE METERS: (SM) ALLOWABLE: 2137 ACTUAL: 15

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 II-B (THIRD TYPE) CONSTRUCTION: RATING IN HOURS:

PRIMARY STRUCTURAL FRAME: REQUIRED: 0 PROVIDED: 0

EXTERIOR BEARING WALLS: REQUIRED: 0 PROVIDED: 0

INTERIOR BEARING WALLS: REQUIRED: 0 PROVIDED: 0

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

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

FLOOR CONSTRUCTION & SECONDARY STRUCTURAL MEMBERS: REQUIRED: 0 PROVIDED: 0

ROOF CONSTRUCTION & SECONDARY STRUCTURAL MEMBERS: REQUIRED: 0 PROVIDED: 0

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) KFF INTERIOR FIRE RESISTIVE REQUIREMENTS:

KFF VOLUME 1, CHAPTER 5, THIRD: FIRE AND SMOKE ZONE SEPARATION: REQUIRED: N/A PROVIDED: N/A

4) HAZARDOUS MATERIALS STORAGE

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

F. FIRE PROTECTION AND LIFE SAFETY SYSTEMS:

1) FIRE ALARM SYSTEMS: AREA <500 SM: "FIRE ALARM REPORTING WILL BE ONLY LOCAL PER KAF" I. KFF VOLUME 6, CHAPTER 5: MANUAL AND AUTOMATIC FIRE WARNING SYSTEMS: REQUIRED: NO PROVIDED: NO

2) FIRE SUPPRESSION SYSTEMS:

I. AUTOMATIC SPRINKLER SYSTEM:

KFF VOLUME 6, CHAPTER 5: AREA <500 SM: REQUIRED: NO PROVIDED: NO

II. SUPPLEMENTAL SUPPRESSION SYSTEM(S):

A) A) FOAM-WATER SYSTEMS:

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

B) INTERNAL FIRE HOSE NETWORK: AREA <2000 SM

KFF VOLUME 6, CHAPTER 5: AREA <500 SM:

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

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

III. EXTINGUISHING SYSTEMS:

I. PORTABLE FIRE EXTINGUISHERS:

KFF VOLUME 6, CHAPTER 5, ADMINISTRATIVE OFFICES: 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

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY:

1) KFF VOLUME 1, CHAPTER 4, FIRST: ADMINISTRATIVE: (BUSINESS)

B. OCCUPANT LOAD:

1) KFF VOLUME 1, CHAPTER 6, TABLE 6-2 ADMINISTRATIVE: OFFICE: (GROSS) 15 SM / 14 SQM / PERSON ALLOWABLE: 2 ACTUAL: 2

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: N/A ACTUAL: N/A

LEVEL COMPONENTS AND RAMPS: 5.1 MM / PERSON ALLOWABLE: 10.2 ACTUAL: 850

D. NUMBER OF EXITS:

1) KFF VOLUME 1, CHAPTER 6, THIRTEENTH: NUMBER OF EXITS: REQUIRED: 1 PROVIDED: 1

I. BUSINESS OCCUPANCIES ARE PERMITTED TO HAVE A SINGLE EXIT SINCE ALL OF THE FOLLOWING REQUIREMENTS ARE MET:

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

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

-THE TOTAL TRAVEL DISTANCE IS ON THE SAME STORY.

II. KFF VOLUME 1, CHAPTER 6, THIRD SECTION: REQUIRED: 1 PROVIDED: 1

A SINGLE EXIT IS PERMITTED SINCE THE FOLLOWING LIMITATIONS ARE NOT 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 LOCATED AT A DISTANCE FROM ONE ANOTHER: REQUIRED: N/A PROVIDED: N/A

F. TRAVEL DISTANCE TO EXIT: NONSPRINKLERED:

1) KFF VOLUME 1, CHAPTER 17: COMMON PATH OF TRAVEL: (CPT) ALLOWABLE: 23 ACTUAL: N/A

TRAVEL DISTANCE: (TD) ALLOWABLE: 35 ACTUAL: 6.3

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 5 & VOLUME 2, PART 3: REQUIRED: YES PROVIDED: YES

G. INTERIOR FINISH: KFF DOES NOT ADDRESS:

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

INTERIOR EXIT STAIRS, RAMPS AND EXIT PASSAGES: REQUIRED: A PROVIDED: A

CORRIDORS, ENCLOSURE ACCESS STAIRWAY AND RAMPS. REQUIRED: B PROVIDED: B

ROOMS AND ENCLOSED SPACES: REQUIRED: C PROVIDED: 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: C ACTUAL: C

H. ACCESSIBILITY: KUWAIT UNIVERSAL DESIGN CODE:

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.

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

IV. SMOKE VENTILATION AND EXHAUST SYSTEMS:

1. KFF VOLUME 6, CHAPTER 5 AND KFF VOLUME 5, CHAPTER 3: REQUIRED: NO PROVIDED: NO

G. SEE STANDARD DRAWINGS SF001, SF002, SF501, SF502 AND OTHER FACILITY DRAWINGS:

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

2. BUILDING CODE REQUIREMENTS: (CONTINUED)

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GENERAL NOTES

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F L O

O R

A L I A

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A L E

M A

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A

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O O

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A

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A

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LEGEND

PATH OF EGRESS

TRAVEL DISTANCE

TravelDistance_Type

(CPT, TD, DE)

TravelDistance_Route

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

GUARD ROOM 101 TD A 23000 6302

1 : 251

LIFE SAFETY AND FIRE SUPPRESSION PLAN - GROUND FLOOR

PORTABLE FIRE EXTINGUISHER IN A

CABINET IN FINISHED AREAS OR BRACKETS

(BR) ACCEPTABLE IN UNFINISHED AREAS.

PATH OF EGRESS TRAVEL

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.

3. FOR APACHE ALERT MISSION COMPLEX EXTINGUISHING

SYSTEMS, FIRE PROTECTION, FIRE ALARM, LIFE SAFETY

AND SUPPRESSION SYSTEM STANDARD DETAILS AND

SYMBOLS SEE STANDARD DETAILS SHEETS SF001, SF002,

SF003, SF501, SF502, AND SPECIFIC FACILITY DRAWINGS.

4. FOR EXIT AND EMERGENCY LIGHTS REFER THE

ELECTRICAL DRAWINGS.

5. HAZARDOUS MATERIALS STORAGE SHALL REMAIN BELOW

MAXIMUM PERMISSIBLE CAPACITY.

OCCUPANT LOAD

ROOM

NO. ROOM NAME USE GROUP AREA

OCCUPANT

LOAD

101 GUARD ROOM BUSINESS 13 m² 1

102 TOILET BUSINESS 3 m² 1

TOTAL OCCUPANT LOAD 2

0 2.51.00.5 1.5

1:25

SHEET KEY NOTES

1. PLACE FIRE EXTINGUISHERS IN ACCORDANCE WITH KFF

VOL 2. PART 3, CH. 1 HAND FIRE EXTINGUISHERS FOR

SIZE, TYPE, AND LOCATION.

PLAN NORTH

C&C WALL WIND PRESSURE (kPa)

ZONE EFFECTIVE

WIDTH, M²

POSITIVE

PRESSURE

NEGATIVE

PRESSURE

4 0.96 -1.04

0.82 -0.90

0.72 -0.80

-1.28

-1.08

-0.99

0.86 -0.94

0.93

4.65

9.30

46.45

C&C ROOF WIND PRESSURE (kPa)

ZONE POSITIVE

PRESSURE

NEGATIVE

PRESSURE

1 0.43 -1.67

2'

2'

2'

2'

0.36

0.34

0.34

-1.41

-1.30

-2.20

-1.87

-1.73

-1.40

-2.99

-2.34

-2.06

EFFECTIVE

WIDTH, 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

0.43

0.36

0.34

0.34

0.43

0.36

0.34

0.34

0.43

0.36

0.34

0.34

C&C PARAPET WIND PRESSURE (kPa)

ZONE EFFECTIVE

WIDTH, M²

PRESSURE

CASE A, ZONE 2 3.15

2.54

2.12

3.95

3.20

2.87

2.12

2.73

0.93

4.65

9.30

46.45

0.93

4.65

9.30

46.45

CASE A, ZONE 3

CASE B, CORNER ZONE

CASE B, INTERIOR ZONE

CASE A, ZONE 2

CASE A, ZONE 2

CASE A, ZONE 2

-1.99

-1.80

-1.71

-1.52

0.93

4.65

9.30

46.45

-2.23

-1.94

-1.81

0.93

4.65

9.30

46.45

CASE A, ZONE 3

CASE A, ZONE 3

CASE A, ZONE 3

CASE B, CORNER ZONE

CASE B, CORNER ZONE

CASE B, CORNER ZONE

CASE B, INTERIOR ZONE

CASE B, INTERIOR ZONE

CASE B, INTERIOR ZONE -1.52

-0.80

-1.05

-2.20

-1.87

-1.73

-1.40

-1.40

0.96

0.82

0.72

0.86

3'

3'

3'

3'

-2.99

-2.34

-2.06

0.93

4.65

9.30

46.45

0.43

0.36

0.34

0.34 -1.40 a a

2' a

+Z

+Y

+X

2'

2'

3'

3'

2a

4a

4a

2a

2a

2a θ

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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 341-16 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS

ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2019

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

2. DESIGN LOAD CRITERIA

RISK CATEGORY : II

ROOF DEAD LOAD: SELF WEIGHT + 3.0kPa ROOF LIVE LOAD: 1.0 kPa MINIMUM 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: 1.0

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: C

SEISMIC ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

LATERAL FORCE RESISTING SYSTEM : INTERMEDIATE REINFORCED CONCRETE MOMENT FRAME

RESPONSE MODIFICATION FACTOR, R: 5.0

SYSTEM OVERSTRENGTH FACTOR, Ω0: 3.0

DEFLECTION AMPLIFICATION FACTOR, Cd: 4.5 SEISMIC RESPONSE COEFFICIENT, Cs: 0.071 DESIGN BASESHEAR, V: 44.0kN (0.071W, W= SEISMIC WEIGHT)

WIND LOAD:

BASIC WIND SPEED, V: 161 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

3. SOIL PROPERTIES:

A. NET ALLOWABLE SOIL BEARING PRESSURE: 168 kPa (3500 psf) B. MODULUS OF SUBGRADE REACTION: 19.8 kPa/mm (73 pci)

4. MATERIAL DESIGN PROPERTIES:

A. CONCRETE, f'c 28 MPa (4000 psi) B. REINFORCING STEEL, fy 420 MPa (60 ksi) C. CMU MASONRY , f'm 14 MPa (2 ksi) D. GROUT COMPRESSIVE STRENGTH 17.3 MPa (2.5 ksi)

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 ASCE 7-16, FIG. 30.3-1 & 30.3-5A.

3. DISTANCE (a) = 340mm.

4. ROOF ANGLE (θ) = 2.3 DEG.

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

ALL ELEMENTS ATTACHED TO THE BUILDING.

NTS1

C&C WIND PRESSURE MONOSLOPE

1. SEE S0.01 FOR GENERAL NOTES.

2. SEE S-501 - S503 FOR CONCRETE DETAILS.

3. SEE S-504 - S506 FOR MASONRY DETAILS.

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

SCHEDULES.

1. TOP OF FLOOR SLAB = 0.00 mm UNO

2. TOP OF FOUNDATION = 0.00 mm UNO

3. BOTTOM OF FOUNDATION = SEE S-302 AND S-601

4. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND

PROPERTIES OF INTERIOR WALLS. SEE S-506 FOR INTERIOR

WALL REINFORCEMENT.

5. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR

FINISH FLOOR ELEVATIONS, FLOOR SLOPES, AND

LOCATIONS, SIZES, AND ELEVATIONS OF FLOOR DRAINS.

SF201

SF201

SF201

SF201

1 2

A

B

C

SF301

TOP OF SLAB

F1

GB-1

GB-1

CJ

SF301

EL. 0

(TYP)

200 CMU

GB-1

GB-2

(TYP)

(T Y

P

O P

E N

IN

G

SF301

SF501

SF501

F1 C1C1

F1 F1

C1 C1

1 150 mm THICK CONCRETE SLAB-ON-GRADE, WITH ONE (1) LAYER OF 100 x 100-W4.5 x W4.5 (OR D13 AT 450 O.C. EACH

WAY) OVER VAPOR RETARDER AND 150MM THICK DENSE

GRADED AGGREGATE OVER COMPACTED SOIL.

LOCATE CONTROL JOINT BETWEEN GRID LINE B COLUMNS.2

3 EXPANSION JOINT MATERIAL ALONG PERIMETER BETWEEN

SLAB-ON-GRADE AND GRADE BEAM. SEE DETAIL . /4 SF501

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F O

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1 : 251

FOUNDATION AND SLAB-ON-GRADE PLAN

PLAN NORTH

0 2.51.0.5 1.5

1:25

1. TOP OF CONCRETE ROOF SLAB VARIES, SEE

ELEVATIONS.

2. SEE SS001 FOR GENERAL NOTES AND LOADING

CRITERIA.

3. SEE SF501 FOR ELEVATED SLAB DETAILS.

4. COORDINATE INSTALLATION OF SCUPPER

OPENINGS IN PARAPET WALLS WITH

ARCHITECTURAL DRAWINGS.

5. ALL ROOF BEAMS BM-1, BM-2, OR BM-3, UNO.

6. ALL COLUMNS C-1, UNO.

7. PROVIDE 200 mm THICK CONCRETE ROOF SLAB REINFORCED WITH D16 AT 300 mm O.C. E.W. T&B.

8. ROOF ACCESS LADDER TO BE DESIGNED BY

CONTRACTOR.

1 2

A

B

C

SF301

SF301

SF301

PARAPET

200 MM

B M

-1

BM-2

BM-2

P A

R A

P E

T M

M

B M

-1

BM-3

PARAPET

200 MM

P A

R A

P E

T M

M

.2

RS-1

3713EL. VARIES

TOP OF SLAB

1 1 WATER STORAGE TANK ON ROOF. SEE MECHANICAL

DRAWINGS FOR TANK SIZE AND EXACT LOCATION. SEE

3/SS510 FOR EQUIPMENT SUPPORT PAD DETAIL.

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1 : 25

ROOF FRAMING PLAN

PLAN NORTH

0 2.51.0.5 1.5

1:25

TOS

T.O. ROOF

T.O. PARAPET

TOF

-1200

ABC

B.O. ROOF

V E

R

IF

Y W

A

R C

H

VERIFY W/ ARCH

C1 C1

BM-1

F1

GB-1

BM-1

GB-1

F1

BM-3

RS-1

GB-1

TOS

T.O. ROOF

T.O. PARAPET

TOF

-1200

B.O. ROOF

C1C1

BM-2

GB-1

F1 F1

GB-1

225 225

RS-1

3626EL. VARIES

GB-1

TOS

T.O. ROOF

T.O. PARAPET

TOF

-1200

A B C

B.O. ROOF

C1C1

GB-1GB-1

BM-1

F1 F1

225224

RS-1

GB-1

41001700

BM-3

TOS

T.O. ROOF

T.O. PARAPET

TOF

-1200

1 2

B.O. ROOF

C1 C1

BM-3

RS-1

3842EL. VARIES

BM-2

BM-3

GB-1

GB-2

GB-1

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WEST ELEVATION

1 : 50

NORTH ELEVATION

1 : 50

EAST ELEVATION

1 : 50

SOUTH ELEVATION

OPEN

0 52.50.5 1.0 1.5 2.0

1:50

TOS

T.O. ROOF

T.O. PARAPET

TOF

-1200

ABC

EL. 3618

GB-1

BM-3

CMU

SLAB ON GRADE

(REFER TO PLAN

FOR SPECIFICS)

2.29°

BM-2

PARAPET

200 MM

PARAPET

200 MM

GB-2

B.O. ROOF

BM-2

RS-1

4100 1700

SF501

TOS

T.O. ROOF

T.O. PARAPET

TOF

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1 2

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EL. VARIES

BM-2

C1

F1

C1

F1

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TOS

T.O. ROOF

T.O. PARAPET

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1 2

B.O. ROOF

BM-1

GB-1

SLAB ON

GRADE

CMU (TYP)

RS-1

(SEE PLAN)

PARAPET

200 MM

SF501

SF501

3676EL. VARIES

BM-1

US Army Corps of Engineers®

SHEET ID

U .S

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1 : 503

SECTION 3

1 : 501

SECTION 1

1 : 502

SECTION 2

GL

13MM 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)

TOS

SEE PLAN

50MM RIGID INSULATION

VAPOR BARRIER

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

@ 300MM O/C

BOND BEAM, (REFER TO

SCHEDULES)

GRAVEL LAYER OVER

COMPACTED SOIL

100MM VENEER WALL,

(REFER TO ARCH)

VERIFY W/ ARCH

ROOF SLAB REINFORCEMENT,

SEE PLAN AND SCHEDULE

BEAM REINFORCEMENT,

SEE PLAN AND SCHEDULE

D13 @ 250 O.C. EACH FACE

20MM CHAMFER (TYP)

T.0. PARAPET

SEE PLAN

T.0. ROOF

SEE PLAN

ROUGHEN SURFACE TO

6MM AMPLITUDE (MIN)

TYP

CLR

T Y

P C

L R

B.0. ROOF

SEE PLAN

ROOF SLAB

ELEV. VARIES

R E

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T O

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LA

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"T

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SLAB REINFORCEMENT

(SEE PLAN)

BACKER ROD OR SEALANT AS

REQUIRED (SEE ARCH)

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CONCRETE COLUMN, (REFER TO PLAN

AND SCHEDULES FOR SPECIFICS)

13MM EXPANSION MATERIAL AT COLUMN

CONCRETE SLAB-ON-GRADE

(REFER TO PLAN FOR SPECIFICS)

CONCRETE FOOTING (REFER

TO SCHEDULE FOR SIZE AND

REINFORCEMENT)

T.O. SLAB

SEE PLAN

GL

TOF

SEE PLAN

TOS

CONCRETE GRADE BEAM

(REFER TO SCHEDULE FOR SIZE

AND REINFORCEMENT)

A

A-A

VAPOR BARRIER

"T

GRADE BEAM REINFORCEMENT (REFER

TO SCHEDULE FOR SPECIFICS)

A

VAPOR BARRIER (TYP)

150MM (MIN) GRAVEL LAYER

OVER COMPACTED SOIL (TYP)

CONCRETE SURFACE

ROUGHENED TO 6MM AMPLITUDE

GRADE BEAM STIRRUPS AT COLUMN

JOINT W/ STD 135° HOOKS AT ENDS,

SPACING TO MATCH GRADE BEAM

STIRRUP SPACING

50 (TYP)

50MM BLINDING CONCRETE, TYP

50MM RIGID INSULATION

150MM (MIN) GRAVEL LAYER

OVER COMPACTED SOIL

SEE PLAN

50MM BLINDING CONCRETE, TYP

US Army Corps of Engineers®

SHEET ID

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P L O

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NTS4

SECTION AT GRADE BEAM

NTS2

TYPICAL PARAPET DETAIL

NTS1

TYPICAL SOG CONTROL JOINT

NTS3

TYPICAL CONCRETE COLUMN DETAIL

COLUMNS 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

COLUMN C1

T.O. ROOF

SEE PLAN

TOS

SEE PLAN

TOF

SEE PLAN

D

O

/C

GRADE BEAM

(SEE SCHEDULE)

ROOF BEAM

(SEE SCHEDULE)

D

/C

A T

C L A

S S

B T

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S

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P L

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D

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/C

A-A

COLUMN VERTICAL

REINFORCEMENT

(SEE SCHEDULE)

COLUMN TIE

(SEE SCHEDULE)

"A"

NOTES:

1. THIS DETAIL APPLIES TO CONCRETE BEAMS BM-1.

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

3. ALL SPLICES SHALL BE CLASS B. SPLICE LOCATION SHOWN IS OPTIONAL. NO SPLICE PERMITTED AT JOINTS. CONTRACTOR

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

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

5. COLUMN RENIFORCEMENT NOT SHOWN FOR CLARITY.

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

A CB

"B" "SP" "B"

(TYP)

50 MAX B

B

DESIGNATION SIZE NO. OF LEGS SPACING

A D10 2 200

B D10 2 55

D10 2 55

STIRRUP DISTRIBUTION @ LONGITUDINAL BEAMS (BM-1)

SP

NOTES:

1. THIS DETAIL APPLIES TO CONCRETE BEAMS BM-2.

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

3. ALL SPLICES SHALL BE CLASS B. SPLICE LOCATION SHOWN IS OPTIONAL. NO SPLICE

PERMITTED AT JOINTS. CONTRACTOR MAY SUGGEST DIFFERENT SPLICE LOCATIONS. NO

SPLICE PERMITTED WITHIN 2H FROM FACE OF SUPPORT.

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

5. COLUMN REINFORCEMENT NOT SHOWN FOR CLARITY.

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

B

B

"C" "SP" "C"

(TYP)

50 MAX

DESIGNATION SIZE NO. OF LEGS SPACING

C D13 2 55

SP D13 2 55

STIRRUP DISTRIBUTION @ TRANSVERSE BEAMS (BM-2)

B-B

BEAM BOTTOM

REINFORCEMENT

(SEE SCHEDULE)

STIRRUP

(SEE SCHEDULE)

BEAM TOP

REINFORCEMENT

(SEE SCHEDULE)

US Army Corps of Engineers®

SHEET ID

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

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1 : 203

TYPICAL CONCRETE IMF COLUMN

1 : 202

LONGITUDINAL IMF BEAMS DETAILS

1 : 201

TRANSVERSE IMF BEAMS DETAILS

0 0.2 10.4 0.6 0.8 2

1:20

(TYP)

50 MAX

NOTES:

1. ALL DIMENSIONS ARE IN MM, UNO.

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

3. 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.

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

5. PROVIDE "K" STIRRUPS IF RG LENGTH IS ≤ 0MM.

6. COLUMN REINFORCEMENT NOT SHOWN FOR CLARITY.

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

A

A

"RG" "SP" "RG""RG"

GL

AT 2H

"K"

AT 2H

"K"

AT 2H

"K"

(TYP)

50 MAX

AT 2H

"K"

GL GL

A-A

TOP, BOTTOM, & MIDDLE

REINFORCEMENT

(SEE SCHEDULE)

STIRRUP

REINFORCEMENT

(TYP)

"CC"

H

DESIGNATION SIZE NO. OF LEGS SPACING

K D13 2 SEE GRADE BEAM SCHEDULE

RG D13 2 SEE GRADE BEAM SCHEDULE

GRADE BEAMS STIRRUPS DISTRIBUTION

SP D13 2 150

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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C D

C

TYPICAL GRADE BEAM DETAIL

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.

CONC BEAM OR COLUMN

(REINF NOT SHOWN)

100 VENEER WALL

(SEE ARCH.)

NOTES:

1. ALL PARTS OF CMU VENEER ANCHORS (ADJUSTABLE ANCHOR/PINTLE, CLIP, AND ANCHORAGE FASTENERS) SHALL BE HOT DIP GALVANIZED AND DESIGNED TO WITHSTAND A FORCE OF 815N (MIN) IN TENSION AND COMPRESSION, AT MAXIMUM ALLOWED OFFSET OF 31.8MM (DISENGAGEMENT OF THE PINTLE FROM THE VENEER ANCHOR).

2. ANCHORAGE FASTENERS TO CONCRETE SHALL BE PER MANUFACTURER'S RECOMMENDATION AND IN ACCORDANCE

WITH THE REQUIREMENTS IN ACI 318.

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

4. PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGE THAN 400MM IN EITHER DIMENSION. SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF 610MM ON CENTER AND PLACE ANCHORS WITHIN 300MM OF

OPENING PERIMETERS, WALL ENDS, AND CONTROL JOINT.

5. REINFORCEMENT IN CONCRETE NOT SHOWN FOR CLARITY.

B

B

PLAN

CMU VENEER ANCHORS SPACED

@ 400 O.C. VERTICAL AND @ 450

O.C. HORIZONTAL.

M

M M

O T

A R

C O

V E

R

M

IN

RIGID INSULATION

(SEE ARCH.)

100 VENEER WALL

RIGID INSULATION

(SEE ARCH.)

CMU VENEER

ANCHOR

SECTION B-B

CONC BEAM OR COLUMN

(REINF NOT SHOWN)

ANCHORAGE

FASTENERS

(SEE NOTE 2)

W

A R

C H

C O

O R

D

ANCHORAGE OF 100 VENEER WALL TO CMU BACKING

ANCHORAGE OF 100 VENEER WALL TO CONCRETE BACKING

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

/1 SF506

/1 SF506

/1 SF506

US Army Corps of Engineers®

SHEET ID

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

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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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NOTE:

SLAB, BEAM, AND WALL

REINFORCEMENT NOT SHOWN FOR

CLARITY

CONCRETE ROOF SLAB, REFER

TO PLAN FOR SPECIFICS

CONCRETE BEAM, REFER

TO SCHEDULE

CONCRETE PARAPET,

SEE DETAIL .

L203X203X12.7 W/ LONG-SLOTTED HOLE

IN VERTICAL LEG

CMU WALL 13MMØX110MM HWS AT 400MM O/C

16MMØX150MM WEDGE ANCHOR,

INSTALL AT BOTTOM OF SLOTTED HOLE

/2 SF501

NOTE:

SLAB, BEAMS, AND WALL

REINFORCEMENT NOT SHOWN FOR

CLARITY

CONCRETE SLAB, REFER

TO PLAN FOR SPECIFICS

CONCRETE BEAM, REFER

TO SCHEDULE

CMU WALL

25MM COMPRESSIBLE

JOINT MATERIAL

L203X203X12.7 W/ LONG-SLOTTED HOLE

IN VERTICAL LEG, TYP

13MMØX110MM HWS AT 400MM O/C, TYP

16MMØ THRU BOLT,

INSTALL AT BOTTOM OF SLOTTED HOLE

NOTE:

SLAB AND WALL REINFORCEMENT

NOT SHOWN FOR CLARITY

CONCRETE SLAB, REFER

TO PLAN FOR SPECIFICS

CMU WALL

25MM COMPRESSIBLE JOINT MATERIAL

L203X203X12.7 W/ LONG-SLOTTED HOLE

IN VERTICAL LEG (TYP)

13MMØX110MM HWS AT 400MM O/C (TYP)

16MMØ THRU BOLT,

INSTALL AT BOTTOM OF SLOTTED HOLE

T.O. PARAPET

PRECAST COPING FASTENERS,

BY SUPPLIER

PRECAST CONCRETE COPING,

SEE ARCH.

CONCRETE PARAPET,

SEE DETAIL .

CONCRETE BEAM, SEE PLANS

ROOF SLAB,

SEE PLANS

VENEER WALL, SEE ARCH

NOTE:

SLAB AND BEAM REINFORCEMENT

NOT SHOWN FOR CLARITY

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INTERIOR CMU WALL BRACING TO

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INTERIOR CMU WALL BRACING TO

CONCRETE SLAB

1 : 201

PRECAST CAP SUPPORT

0 0.2 10.4 0.6 0.8 2

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CONCRETE FOUNATION OR

GRADE BEAM, (REFER TO PLAN)

200MM BOND BEAM TO

MATCH WALL THICKNESS

W/ (1) - D16 TYP.

200MM BOND BEAM TO

MATCH WALL THICKNESS

W/ (1) - 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 600MM

VERTICAL BARS,

TYP.

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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 BETWEEN EXTERIOR AND INTERIOR PARTITION WALLS. PROVIDE MASONRY CONTROL JOINTS

AT ALL CORNERS OR JOGS IN EXTERIOR MASONRY WALLS. PROVIDE MASONRY CONTROL JOINTS SO THAT NO LENGTH OF UNJOINTED WALL EXCEEDS 6000mm OR 1.5 TIMES THE WALL HEIGHT, WHICHEVER IS LESS. PROVIDE CONTROL JOINTS WITHIN 1200mm OF ALL CORNERS FOR WALLS LONGER THAN 9000mm, U.N.O. 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

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SCHEDULE (TYP)

REFER TO LINTEL

CONTROL JOINT, (TYP)

REFER TO ARCH

D16 AT 1200MM

HORIZONTAL BARS.

(2) -D16 ADDITIONAL

VERTICAL REBARS

ALTERNATE

COURSES

(2)-D16 ADDITIONAL

VERTICAL REBARS

D13 DOWEL EVERY

OTHER COURSE

20075

LL127X76X7.9 (LLV) w/ 13MMØ

EXP BOLT AT 400MM

LOOSE LINTEL,

SEE SCHEDULE

CMU WALL,

SEE ARCH.

CMU BOND BEAM,

SEE SCHEDULE

SEE SCHEDULE

THICKNESS

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 LL102X89X7.9

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.

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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 (2) -16 - D10 @ 200mm OC

NTS3

CMU LINTEL DETAIL

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CONCRETE BEAM SCHEDULE

MARK WIIDTH DEPTH

TOP

REINFORCEMENT

BOTTOM

REINFORCEMENT

STIRRUP SPACING

(SIZE) REMARKS

BM-1 400 350 (3) D19 (3) D19 55 (D10) IMF BEAMS @ GRIDLINES 1 & 2. SEE DETAIL .

BM-2 400 350 (3) D19 (3) D19 55 (D10) IMF BEAMS @ GRIDLINES B & C. SEE DETAIL .

BM-3 400 350 (3) D19 (3) D19 300 (D10) GRAVITY BEAM @ GRIDLINE A

CONCRETE COLUMN SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKSWIDTH DEPTH LONGITUDINAL TIES

C1 400 400 8 - D19 D10 @ 145 O.C.

COLUMN FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKSLENGTH (L) WIDTH (W) THICKNESS TOP BOTTOM

F1 1600 1600 300 (6) D16 EA. WAY (6) D16 EA. WAY

CONCRETE GRADE BEAM SCHEDULE

MARK WIDTH DEPTH

TOP REINFORCEMENT BOTTOM REINFORCEMENT MIDDLE REINFORCEMENT STIRRUPS

REMARKSREBAR SIZE QUANTITY REBAR SIZE QUANTITY REBAR SIZE QUANTITY END OF BEAM (K) MIDDLE OF BEAM (RG)

GB-1 625 1200 D16 4 D16 4 D16 3 (EA. SIDE) 150 300 SEE DETAIL .

GB-2 420 1200 D16 4 D16 4 D16 3 (EA. SIDE) 150 300 SEE DETAIL .

ROOF SLAB SCHEDULE

MARK TOP REINFORCEMENT BOTTOM REINFORCEMENT REMARKS

RS-1 D16 @ 200 EA. WAY D16 @ 200 EA. WAY THICKNESS VARIES FROM 200MM @ GRIDLINE 'C' TO 432MM @ GRIDLINE 'A'

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GENERAL SHEET NOTES

X:\REVIT PROJECTS\KUWAIT\2023\KU-509974-2 - APACHE ALERT MISSION FACILITIES\F - GUARD HOUSE\KU-509974-2F-DM-A-GUHA_RVT25.rvt

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A-001

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

2. DRAWINGS MUST NOT BE SCALED FOR CONSTRUCTION PURPOSES.

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

INDICATED.

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

ADDITIONAL STANDARD DETAILS.

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

STANDARDS. PRODUCTS USED SHALL BEAR UL CLASSIFICATION WHERE

REQUIRED BY THE UL DESIGN.

6. DETAILS FOR EXTERNAL WALLS AND EXTERNAL GLAZING SYSTEMS ARE

SHOWN SCHEMATICALLY ONLY, AND ARE INTENDED, TOGETHER WITH THE

SPECIFICATIONS AND PROFILES SHOWN, TO ESTABLISH PERFORMANCE,

MATERIALS QUALITIES AND ARCHITECTURAL INTENT.

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

STRUCTURE (INCLUDING FLUTED METAL DECKS) AT BOTH SIDES WITH

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

OPENING FRAMES AND ALL OTHER PENETRATIONS.

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

CONTRACT, OR BY OTHERS.

9. REFER TO FINISH SCHEDULES FOR FINISH DESIGNATIONS.

10. FOR SEISMIC BRACING REQUIREMENTS, SEE GENERAL STRUCTURAL NOTES

AND SPECIFICATIONS.

11. REFER TO PARTITION TYPES SHEETS FOR PARTITION CONSTRUCTION.

12. FOR CMU CONTROL JOINTS REFER TO STRUCTURAL DRAWINGS.

13. COORDINATE FINAL LOCATION OF ALL MECHANICAL EQUIPMENT WITH

MECHANICAL DRAWINGS.

14. COORDINATE FINAL LOCATION OF ALL FIRE PROTECTION EQUIPMENT WITH

FIRE PROTECTION DRAWINGS.

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTOR OF RECORD

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DOR DESIGNER OF RECORD

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLASH FLASHING

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INC

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RAF RAISED ACCESS FLOORING

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC RM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV…