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agfj6 ;DaGwdf Seismic Vulnerability Evaluation /Assessment u/L l;kmfl/; kfpg lgj]bg u/]sf 5f} .
ejg :yn M—
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s_
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k|f]km];gnL OlGhlgo8{ lalN8Ë (Professionally Engineered Buildings)
DofG8]6/L ?N; ckm yDa (Mandatory Rules of Thumb)
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Buildings – Low Strength Masonry / Earthen Buildings)
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S. No.
1
2
3
4
5
6
7
8
Drawings
Floor plans.
Elevations.
Two sections – Longitudinal Section and Cross section (One of the
sections should be through staircase).
Site plan.
Elevation of Doors and windows showing its openings and sizes.
Staircase Details.
Ramp Detail
Others (if any)
G:\Hospital_NBC Forms.doc
1
No.of Sheets
@_ :6«Sr/n gS;fx? M–
S. No.
1
2
Drawings For Framed Structure
Column Reinforcement for critical column (indicate position of the
column in structure)
Critical beam reinforcement (indicate position)
3
Slab reinforcement
4
Staircase reinforcement
5
Trench plan and toe wall detail
6
Critical foundation detail (indicate position)
7
Ductile detailing of Beam and column joint
8
Other (if any)
S. No.
1
2
Drawings for Load Bearing Buildings
Architectural plan of each floor showing vertical steel reinforcement
at critical sections.
Trench plan and foundation details
3
Slab reinforcement
4
Wall cross section
5
Others (if any)
No.of Sheets
No.of Sheets
#_ :oflg6/L gS;fx? M–
No.of Sheets
S. No. Drawings
1
2
3
4
5
6
7
8
9
Toilet detail plan (each floor)
Roof plan
Site plan
Plans of Underground water tank, Septic tank, Soak pit & Manhole
Isometric drawing (flow diagram chart)
Section (toilet with duct detail)
Drainage detail
Fire fighting system.
Others (if any)
$_ O{n]S6«Lsn gS;fx? M–
S. No.
1
2
3
4
%_
Drawings
Layout
Wiring
Schematic
Others (if any)
No.of Sheets
gfkL gS;f M–
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Forms
for
NBC Code 206:2003- Architectural Design Requirements.
Type of Building :
Building Elements
As per Submitted Design
1.0 Staircase
1.1 Min. tread width of staircase
…….mm excluding nosing
1.2 Riser height of staircase
…….mm
1.3 Clear width of staircase
…….mm
1.4 Height of handrail
…….mm
1.5 Max. no of riser in one Single flight
…….Nos.
1.6 Max. head room under staircase from the nosing
…….mm
of the tread
2.0 Exit
2.1 Max. travel distance to exit point in each floor
…….mm
2.2 Min. width of exit door including frame
…….mm
2.3 Min. height of exit door including frame
…….mm
2.4 Shutter opening of exit door to staircase &
Inside/ Outside
public Passage
2.5 Total width of exit door
…….mm
3.0 Light and Ventilation
3.1 Min. opening area of window for lighting largest
……………….sq.m.
habitable room from external wall
3.2 Min. opening area of natural ventilator for largest
……………….sq.m.
habitable room from external wall
3.3 Min. size of ventilator for water closets and
……………….sq.m.
bathroom
4.0 Lifts
4.1 Total height of building
……..mm
4.2 Provision of lift.
Yes/ No
4.3 No. of lift per bank
……..nos.
5.0 Requirement for the physically disabled
5.1 Is there a provision of separate entrance for
disable people next to the primary entrance of a
Yes / No
building
5.2 Max. gradient for wheel chair ramp at entrance
of building
5.3 Min. width of wheel chair ramp at entrance of
……....mm
building.
6.0 Parapet heights
6.1 The height of parapet wall & balcony handrail
……..mm
k]h g+= 4
Remarks
k|flalws ljj/0f kmf/fdx?
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Forms
for
NBC 208 : 2003--Sanitary and Plumbing Design Requirements
Type of Building :
Description
As per Submitted Design
1. Water Requirement in buildings.
1.1 Water consumption per head per day
1.2 Storage Capacity of Underground
Water Tank
1.3 Storage Capacity of Overhead water tank
1.4 Residual Head at Consumer's Tap
2. Fixture Requirements
2.1 Fire Hydrant
a. No of floors (Indoor)
b. Floor area (Indoor)
c. Capacity of wet riser for
underground water tank
d. Vertical fire hydrant riser pipe size
2.2 Toilet for one unit :
Average family size
a. Water closet
b. Tap
c. Wash Basin
d.Kitchen sink & dish washers
k]h g+= 5
Remarks

......................Persons
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Forms for
NBC 207 : 2003--Electrical Design Requirements
S.No
Electrical Elements
As per Submitted Design Remarks
1. Rating and sizes
1.1
Minimum size (sq. mm.)of copper cable for light circuit
…….sq. mm.
1.2
Minimum size (sq. mm.) of copper cable for power circuit
……..sq. mm.
1.3
Wattage of ordinary power socket (2 pin)estimated as
………... watt
1.4
Wattage of power socket outlet (3 pin) estimated as
………...watt
1.5
Wall thickness of cast iron switch or regulator boxes
……….. mm.
1.6
Wall thickness of mild steel sheet switch or regulator boxes for up
.... mm.
to 20cm.X30cm
1.7
Wall thickness of mild steel sheet switch or regulator boxes for
... mm.
above 20cm.X30cm
1.8
Depth of the switch or regulator boxes
…... mm.
2. Maximum number of cables in a conduit
2.1
No. of 2.5 sq. mm. cross-sectional area cable in 20 mm. dia conduit
……Nos. of cables
2.2
No. of 4 sq. mm. cross-sectional area cable in 20 mm dia conduit
……Nos. of cables
2.3
No. of 6 sq. mm. cross-sectional area cable in 20 mm. dia conduit
……Nos. of cables
2.4
No. of 2.5 sq.mm. cross-sectional area cable in 25 mm. dia conduit
……Nos. of cables
2.5
No. of 4 sq. mm cross-sectional area cable in 25 mm. dia conduit
……Nos. of cables
2.6
No. of 6 sq. mm. cross-sectional area cable in 25 mm. dia conduit
……Nos. of cables
2.7
No. of 2.5 sq. mm. cross-sectional area cable in 32 mm. dia conduit
……Nos. of cables
2.8
No. of 4 sq. mm. cross-sectional area cable in 32 mm. dia conduit
……Nos. of cables
2.9
No. of 6 sq. mm. cross-sectional area cable in 32 mm. dia conduit
……Nos. of cables
3. Earthing
3.1
The value of any earth system resistance unless otherwise specified
3.2
Diameter of rod electrodes of steel or galvanized iron
3.3
Diameter of rod electrodes of copper
3.4
Internal diameter of pipe electrodes of galvanized iron or steel
…….. mm.
3.5
Internal diameter of pipe electrodes of cast iron
……..mm.
3.6
The B17length of the rod & pipe electrodes
……. mm.
3.7
Thickness of plate electrodes of galvanized iron or steel
……. mm.
3.8
Thickness of plate electrodes of copper
……. m.
3.9
Size of plate electrodes of galvanized iron or steel or copper
…...mm.
3.10
Depth of the top edge of plate electrodes buried from ground
…...mm.
4. Testing
4.1
Insulation resistance (M ohm) between earth and the whole system
..1.5 m.
of conductor or any section thereof
4.2
Insulation resistance (M ohm) between the metallic case and all live parts of each rheostat, appliance and sign
when they are disconnected,
4.3
Insulation resistance (M ohm) between all the conductors connected to one pole or phase conductor and all the
conductor connected to the middle wire or to the neutral or to the other pole of the phase conductor
4.4
The applied dc voltage (Volt)of meggering
4.5
Each switch is placed in phase or neutral?
….. Mohm
Note :
1. When substation and external electrical works are required, designer must comply NBC 207: 2003 or/and
relevent international electrical codes.
2. Designer is advised to consider lightning protection designated by international electrical codes .
k]h g+= 6
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Forms
for
NBC 000:1994 to NBC114:1994 Professionally Engineered Buildings
Type of Building :
S.N.
Description
1. General:
Number of Storey
Total height of structure
Structure system
As per submitted design
‫ ٱ‬Frame
‫ ٱ‬Load bearing
Remarks
‫ ٱ‬Other
If Computer Aided Design
(CAD) is used, please state
the name of the package
2. Requirements of NEPAL NATIONAL BUILDING CODE (NBC)
2.1 NBC-000-1994 Requirements for State-of-the Art Design : An Introduction
Level of design:
‫ ٱ‬International State-of-the-art
‫ ٱ‬Professionally Engineered Structures
‫ ٱ‬Mandatory Rule of thumb
‫ ٱ‬Guidelines to rural buildings
2.2 NBC 101:1994 Materials Specifications
Tick the listed materials that ‫ ٱ‬Cement
‫ ٱ‬Coarse Aggregates
will be used in the
‫ ٱ‬Fine Aggregates (Sand) ‫ ٱ‬Building Lime
construction
‫ ٱ‬Natural building stones ‫ ٱ‬Bricks
‫ ٱ‬Tiles
‫ ٱ‬Timber
‫ ٱ‬Metal frames
‫ ٱ‬Structural steel
…………………*
In what manner / way have
you used NBC 101 ?
2.3 NBC 102-1994 Unit Weight of Materials
Where do you plan to apply
Specifications
Design Calculation
NBC 102 ?
Bill of Quantity
Specify the design unit
weight of materials
Steel
Brick
RCC
Brick Masonry
Note: *If any materials other than specified in NBC 102-1994, the designer should take responsibility that such
materials are according to international standard.
2.4 NBC 103-1994 Occupancy load (Imposed Load)
Proposed occupancy type
Occupancy load
(Fill in only concerning
Uniformly Distributed load
Concentrated Load (kN)
occupancy type)
(kN/m2)
For Residential/Apartment
Buildings
Rooms and Kitchen
Corridors, Staircase, store
Balcony
2.5 NBC 104-1994 Wind load
Wind zone
Basic wind velocity
m/s
2.6 NBC 105-1994 Seismic Design of Buildings in Nepal
Method of earthquake analysis:
‫ ٱ‬Seismic coefficient method
k]h g+= 7
S.N.
Description
As per submitted design
Remarks
‫ ٱ‬Model Response Spectrum method
‫……………………………………ٱ‬.
Subsoil category
Fundamental transactions period
Basic seismic coefficient
Seismic zoning factor
Importance factor
Structural performance factor
2.7 NBC 106 : 1994 Snow load
Snowfall area
‫ ٱ‬Perennial
snowfall
‫ ٱ‬Occasional
‫ ٱ‬No
Elevation
Design Depth
Design Density
2.8 NBC 107: 1994 Provisional Recommendation on Fire Safety
Where do you plan to apply the fire
Specifications
Design
safety requirements specified in NBC
Calculation
107 and NBC 206 – 1994?
Bill of quantity
2.9 NBC 108: 1994 Site Consideration for Seismic Hazards
Distance from toe/beginning of
downward slope (if applicable)
m
Distance from river bank
Soil type in footing
Adopted safe bearing capacity
Type of foundation
Depth of foundation
Soil test report available?
‫ ٱ‬Yes
‫ ٱ‬No
Note: Soil test is advisable for all professionally engineered structures. In case, soil test is not carried out, the
designer should take responsibility for assumed data concerning site consideration.
2.10 NBC 109 : 1994 Masonry : Unreinforced
Concrete Grade
Brick crushing strength
Mortar ratio for load bearing masonry
Floor
Wall height
Ground floor
First floor
Second floor
………………
………………
Opening details:
Least distance from inside corner
Does the total length of opening in any
wall exceed 50 % of its length
Does the horizontal distance between
any two opening less than 600 mm or ½
of height of shorter opening
Does the Vertical distance between two
opening less than 600 mm or ½ of
width of smaller opening
If any of above mentioned cases do not
comply, do you have provision for
strengthening around opening?
Bands provided:
C/C distance of corner/tee
strengthening Horizontal dowel bars
k]h g+= 8
Wall thickness
Maxim
um
Length
Yes
No
Yes
No
Yes
No
Yes
No
Plinth level
Roof level
Gable band
Lintel level
S.N.
Description
As per submitted design
2.11 NBC 110 : 1994 Plain and Reinforced Concrete
Concrete grade
Reinforcement Steel Grade
Critical size of slab panel
Calculated short span to effective depth
ratio (L/d) for corresponding slab
Permissible L/d ratio
Effective depth
Span correction factor
Tension reinforcement (Ast)Percent
Ast modification factor
Compression reinforcement
modification factor
Beam characteristics
Cantilever
Maximum span/depth ratio
Span of corresponding beam
Depth of corresponding beam
Width of corresponding beam
Maximum slenderness ratio of column
Lateral dimension of corresponding
column
Design Philosophy:
Simply
supported
Remarks
Condition of beams
One side
Both side
Continuous
continuous
‫ ٱ‬Limit State method
‫ ٱ‬Working stress method
‫ ٱ‬Ultimate strength method
Load Combinations:
1:
2:
3:
4:
2.12 NBC : 111-1994 Steel
Design assumption:
Simple connection
Semi-rigid connection
Fully rigid connection
Yield Stress:
Least wall thickness
Exposed condition
Pipe
For Exposed Section
For not exposed section
Have you used Truss?
What is the criti cal span of purlin
Purlin size
Have you used steel post?
Slenderness ratio of the critical post
2.13 NBC : 112 Timber
Name of structural wood:
Modulus of Elasticity:
Critical span of the beam element
Designed deflection
Slenderness ratio of the critical post
Joint type:
2.14 NBC : 113 : 1994 Aluminium
Have you used aluminium as structure
member?
If yes, please mention the name of
design code.
2.15NBC : 114 : 1994 Construction safety
k]h g+= 9
Webs of
Standard size
Yes
No
Yes
No
Yes
No
Composite
section
S.N.
Description
As per submitted design
Are you sure that all safety measures
will be fulfilled in the construction site
as per this code ?
Safety wares use
k]h g+= 10
Yes
No
Safety hard hat
safety goggles
Safety boots
Safety belt
First aid facility
Remarks
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Architectural/Structural/Sanitary/Electrical/Fire Safety
Analysis, Design, Assessment, Data
Designer
Built up Area
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Name
NEC NO.
Signature
1. Architect :–
2. Structural Engineer :–
3. Sanitary Engineer :–
4. Electrical Engineer :–
Date : ----------------------sDkgLsf] 5fk
k/fdz{bfqL ;+:yfsf] gfd M–
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------------------------------------------------------------------------------------------------------------------------------
k]h g+= 11
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Designer
Name
NEC NO.
Signature
1. Architect :–
2. Structural Engineer :–
3. Sanitary Engineer :–
4. Electrical Engineer :–
Date : ----------------------sDkgLsf] 5fk
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k|f]k|fO{6/sf] gfd tyf x:tfIf/ M–
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Architectural/Structural/ Sanitary/Electrical/Fire Safety
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