भवन नियमावली, २०६६

नियमावलीसडक, खानेपानी भवन पूर्वाधार

भवन नियमावली, २०६६

नेपाल राजपत्रमा प्रकाशन मिति २०६६।८।२५

भवन ऐन, २०५५ को दफा २२ ले दिएको अधिकार प्रयोग गरी नेपाल सरकारले देहायका नियमहरु बनाएको छ ।

१. संक्षिप्त नाम र प्रारम्भः (१) यी नियमहरुको नाम “भवन नियमावली, २०६६” रहेको छ । (२) यो नियमावली तुरुन्त प्रारम्भ हुनेछ ।

२. परिभाषाः विषय वा प्रसङ्गले अर्को अर्थ नलागेमा यस नियमावलीमा,– (क) “ऐन” भन्नाले भवन ऐन, २०५५ सम्झनु पर्छ । (ख) “गाउँ विकास समिति” भन्नाले भवन ऐन, २०५५ लागू भएको गाउँ विकास समिति सम्झनु पर्छ ।

३. भवन निर्माण गर्नु अघि स्वीकृति लिनु पर्नेः (१) ऐनको दफा ११ को उपदफा (१) मा उल्लेखित ‘क’ ‘ख’ वा ‘ग’ वर्गको भवन निर्माण गर्न चाहने व्यक्ति, संस्था वा सरकारी निकायले नक्सा स्वीकृतिको लागि नगरपालिका समक्ष अनुसूची—१ बमोजिमको ढाँचामा दरखास्त दिँदा डिजाइन समेत पेश गर्नु पर्नेछ । (२) ऐनको दफा ११ को उपदफा (२) मा उल्लेखित ‘क’ वा ‘ख’ वर्गको भवन निर्माण गर्न चाहने व्यक्ति, संस्था वा सरकारी निकायले भवनको नक्सा र डिजाइन र ‘ग’ वर्गको भवन निर्माण गर्न चाहने व्यक्ति, संस्था वा सरकारी निकायले भवनको नक्सा तयार गरी स्वीकृतिको लागि अनुसूची—१ बमोजिमको ढाँचामा सम्बन्धित जिल्लाको शहरी विकास कार्यालयमा दरखास्त दिनु पर्नेछ । (३) उपनियम (२) बमोजिम प्राप्त भएको दरखास्त उपर शहरी विकास कार्यालयले आवश्यक जाँचबुझ गर्नेछ र त्यसरी जाँचबुझ गर्दा कुनै थप कागजात आवश्यक देखिएमा दरखास्तवालासँग त्यस्तो कागजात माग गर्न सक्नेछ ।

(४) उपनियम (३) बमोजिम जाँचबुझ गर्दा दरखास्तवालाको व्यहोरा मनासिब देखिएमा शहरी विकास कार्यालयले भवन निर्माण गर्दा पालना गर्नुपर्ने शर्त तोकी दरखास्त परेको मितिले तीस दिनभित्र भवनको नक्सा वा डिजाइन स्वीकृत गर्नु पर्नेछ ।

४. विशेषज्ञको योग्यता: नेपाल सरकारले ऐनको दफा ३ को उपदफा (२) को खण्ड (ज) बमोजिम समितिको सदस्य मनोनयन गर्दा देहायको योग्यता भएका व्यक्तिहरुमध्येबाट गर्नेछः–

(क) आर्किटेक्चर वा सिभिल इन्जिनियरिङ्ग विषयमा कम्तिमा स्नातकोत्तर उपाधि हासिल गरी ऐनको दफा ८ को खण्ड (क) वा (ख) बमोजिमका भवन निर्माण सम्बन्धी कार्यमा कम्तिमा दश वर्षको अनुभव हासिल गरेको, वा

(ख) आर्किटेक्चर वा सिभिल इन्जिनियरिङ्ग विषयमा कम्तिमा स्नातक उपाधि हासिल गरी ऐनको दफा ८ को खण्ड (क) वा (ख) बमोजिमको भवन निर्माण सम्बन्धी कार्यमा कम्तिमा पन्ध्र वर्षको अनुभव हासिल गरेको ।

५. भवन संहिताको प्रतिलिपि दस्तुर: भवन संहिताको प्रतिलिपि प्राप्त गर्न चाहने व्यक्तिले अनुसूची–२ बमोजिमको दस्तुर बुझाई शहरी विकास कार्यालयबाट प्राप्त गर्न सक्नेछ ।

६. अनुसूचीमा हेरफेर तथा थपघट गर्न सक्ने: नेपाल सरकारले नेपाल राजपत्रमा सूचना प्रकाशन गरी अनुसूचीमा आवश्यक हेरफेर तथा थपघट गर्न सक्नेछ ।

अनुसूची १

(नियम ३ को उपनियम (१) र (२) सँग सम्बन्धित)

दरखास्त फाराम

श्री.........................................कार्यालय ............................................. ।

निम्न जग्गामा ........ वर्गको भवन निर्माण गर्न तपसिल बमोजिमको नक्सा तथा कागजात संलग्न गरी स्वीकृत /अग्रिम डिजाइन सहमतिको लागि अनुरोध छ ।

भवन निर्माण स्थलः– .............................जिल्ला .......................न.पा./गा.वि.स./वडा नं ...........नक्सा नं ...........कित्ता नं ...................

निवेदकको नामः– ठेगानाः– फोन नं .– निवेदकको दस्तखतः– मितिः–

भवन ऐन, २०५५ को दफा ८ बमोजिम डिजाइन प्रयोजनको निम्ति प्रयोग गरिएको भवनको किसिम कुन हो सोमा रेजा $\checkmark$ चिन्ह लगाउनुहोस् ।

(क) “क” वर्ग (ख) “ख” वर्ग (ग) “ग” वर्ग

संलग्न कागजातहरुः–

१) आर्किटेक्चरल नक्सा थानः–

S. No.	Drawings	No. of Sheets
1.	Floor plans
2.	Elevations

Two sections-Longitudinal Section and Cross Section (One of the section should be through staircase).
Site plan
Elevation of Doors and windows showing its openings and sizes.
Staircase Details.
Ramp Detail
Others (if any)

२) स्ट्रक्चरल नक्सा धान.–

S. No.	Drawings for frame structure	No. of Sheets
1.	Column Reinforcement for critical column (indicate position of the column in structure)
2.	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.	Others (if any)

S. No.	Drawings for Load Bearing Buildings	No. of Sheets
1.	Architectural plan of each floor showing vertical steel reinforcement at critical sections.
2.	Trench plan and foundation details
3.	Slab reinforcement
4.	Wall cross section
5.	Others (if any)

(३) स्याननटरी नक्सा धान.– “क” वर्ग र “ख” वर्गको लागि मात्र

S. No.	Drawings	No. of Sheets
1.	Toilet detail plan (each floor)
2.	Roof plan

Site plan
Plans of Underground water tank, Septic tank, Soakpit and Manhole
Isometric drawing (flow diagram chart)
Section (toilet with duct detail)
Drainage detail
Fire fighting system.
Others (if any)

४) ईलेक्ट्रिकल नक्सा धान:– “क” वर्ग र “ख” वर्गको लागि मात्र

S. No.	Drawings	No. of Sheets
1.	Layout
2.	Wiring
3.	Schematic
4.	Others (if any)

५) कित्ता नापी नक्सा:–

६) ऐनको दफा १० र ११ को उपदफा (३) को प्रयोजनका लागि भवन निर्माणमा संलग्न प्राविधिक/ परामर्शदाताको करारनामा:–

७) प्राविधिक विवरण फारामहरु:–

(क) आर्किटेक्चरल डिजाइन सम्बन्धी:– (ख) स्ट्रक्चरल डिजाइन सम्बन्धी:– (ग) स्यानिटरी डिजाइन सम्बन्धी “क” वर्ग र “ख” वर्गको लागि मात्र:– (घ) ईलेक्ट्रिकल डिजाइन सम्बन्धी “क” वर्ग र “ख” वर्गको लागि मात्र:–

नोट:

(१) स्केलको हकमा सबै नक्साहरु १:१०० वा १"=८' हुनु पर्ने र डिटेलहरु १:५० वा १"=४' भन्दा कमको हुन नहुने । साईट प्लानको हकमा एक रोपनीसम्म १:१०० वा १"=८' र एक रोपनी देखि माथि १:२०० वा १"=१६' हुनु पर्नेछ ।

(२) डिजाइन सहमति प्रदान गर्ने क्रममा निर्माण स्थल निरीक्षण गर्नु पर्ने भएमा निर्माण स्थल निरीक्षण गराउनु पर्ने छ । आवश्यक गराउनु पर्नेछ । (३) “क” वर्ग र “ख” वर्गको हकमा Technical Detail Form No. 1 को A, B, C, तथा D भर्नु पर्नेछ । (४) “ग” वर्गको हकमा Technical Detail Form No. 1 को Form A, र Technical Detail Form No. 2 को Structural Design Requirements भर्नु पर्नेछ । (५) अनुसूची १ कार्यान्वयनको सम्बन्धमा कुनै दुविधा उत्पन्न भएमा समितिको निर्णयानुसार हुनेछ ।

Technical Detail Form No. 1

“क” वर्ग र “ख” वर्गको भवनको लागि

(A) NBC Code 206: 2003 - Architectural Design Requirements.

(To be filled by concerned Architect or Consultant)

Type of Building………………………

Building Elements	As per Submitted Design	Remarks
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 for
a) Hospital	….mm
b) Auditorium
- below 500 capacity
- Above 500 capacity
c) Others	……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 of the tread	…..mm
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
2.2Min. height of exit door including frame	….mm
2.3 Shutter opening of exit door to staircase & public Passage	Inside/Outside
2.4 Total width of exit door	…..mm
3.0 Light and Ventilation
3.1 Min. opening area of window for lighting largest habitable room from external wall	……..sq. m.
3.2 Min. opening area of natural ventilator for largest habitable room from external wall	……sq.m.
3.3 Min. size of ventilator for water closets and bathroom	……sq.m.

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 building	Yes/No
5.2 Max. gradient for wheel chair ramp at entrance of building
5.3 Min. width of wheel chair ramp at entrance of building.	........mm
6.0 Parapet heights
6.1 The height of parapet wall & balcony handrail	........mm

Technical Detail Form No. 1

(B) NBC 208: 2003- Sanitary and Plumbing Design Requirements

(To be filled by concerned Engineer or Consultant)

Description	Design Capacity	Water Storage Capacity
Underground Water Tank.
1. Type of building
1.2) Auditorium	.... Nos.	.... Litres
A.1.2) Hospital including laundry per bed
a) Number of beds < 100 bed	.... Bed.	.... Litres.
b) Number of beds > 100 bed	.... Bed.	.... Litres.
1.3) Office building	.... Nos.	.... Litres.
2. Overhead water tank for Lavatory
a) Auditorium/Office Building	.... (nos of w.c).	.... Litres.
b) Hospital	.... (nos. of urinal.)	.... Litres.
	... (nos of w.c).	.... Litres.

Description	Design Capacity	Fixtures provided as per submitted design	Total
2.1 Fire Hydrant System. Hospital/ Auditorium (Indoor)
2.2) No of floors	.... Nos. of floor	.... Nos. of wet risers
2.3) Floor area	$\text{M}^2$	.... Nos. of wet risers
2.4) Capacity of wet riser for underground water tank	-		.... Litres.
2.2 Type of buildings

Office building Gents Toilet: Nos of users--………. a) Water closet - ……Nos. b) Urinal - …..Nos. c) Basin - ……Nos. Ladies Toilet:- Nos of users--…… a) Water closet - …….Nos. Auditorium Public toilet (Gents Toilet): Nos of users--……. a) Water closet - …..Nos. b) Urinal - …..Nos. c) Basin - ……Nos. Ladies Toilet:-- Nos of users--…. a) Water closet - ……Nos. Staff toilet (Ladies/Gents Toilet): Nos. of users--…… a) Water closet - …..Nos. Hospital indoor patient ward (For Ladies and Gents Toilet):-- Nos. of users--…….. a) Water closet - ……Nos. b) Wash basin - …..Nos. c) Bath (Shower) - ….Nos. d) Cleaner sink (Kitchen sink) - ……Nos.

Technical Detail Form No. 1

(To be filled by concerned Engineer or Consultant)

S. No.	Electrical Elements	As per Submitted Design
1. Rating and sizes
1.1.	Minimum size (sq. mm.) of copper cable for light circuit
1.2	Minimum size (sq. mm.) of copper cable for power circuit
1.3	Wattage of ordinary power socket (2 pin) estimated as
1.4	Wattage of power socket outlet (3 pin) estimated as
1.5	Wall thickness of cast iron switch or regulator boxes
1.6	Wall thickness of mild steel sheet switch or regulator boxes for upto 20cm.x 30cm.
1.7	Wall thickness of mild steel sheet switch or regulator boxes for above 20cm.x 30cm.
1.8	Depth of the switch or regulator boxes
2. Maximum number of cables in a conduit
2.1	No. of 2.5 sq. mm. cross-sectional area cable in 20mm. dia conduit
2.2	No. of 4 sq. mm. cross-sectional area cable in 20mm. dia conduit
2.3	No. of 6 sq. mm. cross-sectional area cable in 20mm. dia conduit
2.4	No. of 2.5 sq. mm. cross-sectional area cable in 25mm. dia conduit
2.5	No. of 4 sq. mm. cross-sectional area cable in 25mm. dia conduit
2.6	No. of 6 sq. mm. cross-sectional area cable in 25mm. dia conduit
2.7	No. of 2.5 sq. mm. cross-sectional area cable in 32mm. dia conduit
2.8	No. of 4 sq. mm. cross-sectional area cable in 32mm. dia conduit
2.9	No. of 6 sq. mm. cross-sectional area cable in 32mm. dia conduit

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
3.5	Internal diameter of pipe electrodes of cast iron
3.6	The length of the rod & pipe electrodes
3.7	Thickness of plate electrodes of galvanized iron or steel
3.8	Thickness of plate electrodes of copper
3.9	Size of plate electrodes of galvanized iron or steel or copper
3.10	Depth of the top edge of plate electrodes buried from ground

4. Testing


4.1	Insulation resistance (Mohm) between earth and the whole system of conductor or any section thereof
4.2	Insulation resistance (Mohm) between the metallic case and all live part of each rheostat, appliance and sign when they are disconnected,
4.3	Insulation resistance (Mohm) 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 mejgering
4.5	Each switch is placed in phase or neutral?

Note:

When substation and external electrical works are required, designer must comply NBC 207: 2003 or/ a relevant international electrical codes.
Designer is advised to consider lightning protection designated by international electrical codes.

Technical Detail Form No. 1

(D) NBC 000: 1994 to NBC 114: 1994 Structural Design Requirements

(To be filled by concerned Engineer or Consultant)

S.N.	Description	As per submitted design
1. General:
	Number of Storey
	Total height of structure
	Structure system	$\square$ Frame $\square$ Load bearing $\square$ Other
	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:	$\square$ International State-of-the-art $\square$ Professionally Engineered Structures $\square$ Mandatory Rule of thumb $\square$ Guidelines to rural building
2.2 NBC 101: 1994 Materials Specifications
	Tick the listed materials that will be used in the construction	$\square$ Cement $\square$ Coarse Aggregates $\square$ Fine Aggregates (Sand) $\square$ Building Lime $\square$ Natural building stones $\square$ Bricks $\square$ Tiles $\square$ Timber $\square$ Metal frames $\square$ Structural steel.....*
	In what manner/ way have you used
2.3 NBC 102-1994 Unit Weight of Materials
	Where do you plan to apply NBC 102 ?	$\square$ Specifications $\square$ Design Calculation $\square$ 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 (fill in only concerning occupancy type)	Occupancy load
	Uniformly Distributed load (kN/m2)	Concentrated Load (kN)
For Residential Buildings
Rooms and Kitchen
Corridors, Staircase, store
Balcony
For Hotels, Hostels, Dormitories
Living, Bed and dormitories
Kitchen, Corridors, Staircase
Store rooms
Dining, restaurants
Office rooms
........................................
For Educational Buildings
Class rooms, Dining rooms
Kitchen
Stores
Libraries and archives
Balconies
........................................
For Institutional Buildings
Bed rooms, wards, dressing rooms
Kitchen
X-ray rooms, operating rooms
Corridors and Staircase
Balconies
........................................
For Assembly Buildings
Assembly areas


	Projection rooms
	Stages
	Corridors, Passage and Staircase
	Balconies
	.......................................
For Business and Office Buildings
	Rooms with separate storage
	Rooms without separate storage
	File rooms and storage rooms
	Stair and passage
	Balconies
	.......................................
Mercantile Buildings
	Retail shops
	Wholesale shops
	Office
	Staircase and passage
	Balconies
	.......................................
Industrial Buildings
	Work area without machinery
	With machinery: Light duty
	Medium duty
	Heavy duty
	Boiler
	Staircase, Passage
Storage buildings
	Storage rooms
	Cold storage
	Corridor and Passage
	Boiler rooms
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:	$\square$ Seismic Coefficient method $\square$ Model Response Spectrum method $\square$ ....................................
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	$\square$ Perennial $\square$ Occasional $\square$ No snowfall
Elevation
Design Depth
Design Density
2.8 NBC 107: 1994 Provisional Recommendation on Fire Safety
Where do you plan to apply the fire safety requirements specified in NBC 107 and NBC 206-1994?	$\square$ Specifications $\square$ Design Calculation $\square$ Bill of quantity
2.9 NBC 108: 1994 Site Consideration for Seismic Hazards
Distance from toe/beginning of downward slope	m
Distance from river bank
Soil type in footing
Adopted safe bearing capacity
Type of foundation
Depth of foundation
Soil test report available?	$\square$ Yes $\square$ No
\multicolumn{2}{	l
2.10 NBC 109: 1994 Masonry: Unreinforced

Concrete Grade
Brick crushing strength
Mortar ratio for load bearing masonry
Floor	Wall height	Wall thickness
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	$\square$ Yes
	Does the horizontal distance between any Two opening less than 600 mm or ½ of Height of shorter opening	$\square$ Yes
	Does the Vertical distance between two Opening less than 600 mm or ½ of width Of smaller opening	$\square$ Yes
	If any of above mentioned cases do not Comply, do you have provision for Strengthening around opening?	$\square$ Yes

Bands provided:	$\square$ Plinth level $\square$ Lintel level $\square$ Roof level $\square$ Gable band
Vertical steel reinforcement diameters at corner/tee joints:	Ground floor: First floor: Second floor
C/C distance of corner/tee strengthening Horizontal dower bars
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
	Basic value of L/d
	Span correction factor
	Tension reinforcement ($A_{st}$) Percent
	$A_{st}$ modification factor
	Compression reinforcement modification factor
Beam Characteristics	Condition of beams
	Canti-Lever	Simply Supported
	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:	$\square$ Limit State method $\square$ Working Strees method $\square$ Ultimate strength method
	Load Combinations:	Working Stress method 1: 2: 3: 4: Limit State method 1: 2:

3:
4:

2.12 NBC: 111-1994 Steel

Design assumption:	$\square$ Simple connection $\square$ Semi-rigid connection $\square$ Fully rigid connection
Yield Stress:
Least wall thickness
Expose condition	Pipe	Webs of Standard size
For Exposed Section
For not exposed Section
Have you used Truss?	$\square$ Yes	$\square$ No
What is the critical span of purlin
	Purlin size
Have you used steel post?	$\square$ Yes	$\square$ No
Slenderness ratio of the critical post

2.13 NBC: 112 Timber

2.14 NBC: 113: 1994 Aluminium

Have you used aluminium as structure member?	$\square$ Yes $\square$ No
If yes, please mention the name of design code.

2.15 NBC: 114 1994 Construction safety

Are you sure that all safety measures will be fulfilled in the construction site as per this code?	$\square$ Yes $\square$ No
Safety wares use	$\square$ Safety hard hat

☐ safety goggles ☐ Safety boots ☐ Safety belt ☐ First aid facility

Affidavit

I / We hereby certify that the proposed design of building and its various components comply all the requirements of prevailing National Building Code of Nepal. I/We also affirm that the submitted design is done by the concerned Engineers and Architects duly registered in Nepal Engineering Council. The data made available in this form are equally valid for all buildings apart from the main building.

Name:

NEC No:

Post:

Name of Consulting Firm:

Address:

Date:

Seal:

Technical Detail Form No. 2

“ग” तल्लाको भवनको लागि

Structural Design Requirements

(To be filled by concerned Engineer or Consultant)

S.N.	Description	As per submitted design
1. General:
	Number of Storey
	Total height of structure
	Structure system	$\square$ Frame $\square$ Load bearing $\square$ Other
	a) Provision for future extension	Yes No
	b) If Yes - How many floors will be extended?	............... Floors
	c) Structural Design consideration for future extension	Yes No
	In what manner/ way have you used
2.3 NBC 102-1994 Unit Weight of Materials
	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.
2.9 NBC 108: 1994 Site Consideration for Seismic Hazards
	Distance from toe/beginning of downward slope	m
	Distance from river bank
	Soil type in footing
	Adopted safe bearing capacity
	Type of foundation

Depth of foundation
Soil test report available?	$\square$ Yes	$\square$ No

Note: Soil test is advisable for all professional 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

Opening details:
Least distance from inside corner
Does the total length of opening in any Wall exceed 50% of its length	$\square$ Yes	$\square$ No
Does the horizontal distance between any Two opening less than 600 mm or $\frac{1}{2}$ of Height of shorter opening	$\square$ Yes	$\square$ No
Does the Vertical distance between two Opening less than 600 mm or $\frac{1}{2}$ of width Of smaller opening	$\square$ Yes	$\square$ No
If any of above mentioned cases do not Comply, do you have provision for Strengthening around opening?	$\square$ Yes	$\square$ No
Bands provided:	$\square$ Plinth level $\square$ Lintel level $\square$ Roof level $\square$ Gable band
Vertical steel reinforcement diameters at corner/tee joints: Ground floor: First floor: Second floor
C/C distance of corner/tee strengthening

Horizontal dower bars
2.11 NBC 110: 1994 Plain and Reinforced Concrete
Concrete grade
Reinforcement Steel Grade
Critical size of slab panel
Beam Characteristics	Condition of beams
	Canti-Lever
	Maximum span/depth ratio
	Span of corresponding beam
	Depth of corresponding beam
	Width of corresponding beam
2.15 NBC: 114 1994 Construction safety
Are you sure that all safety measures will be fulfilled in the construction site as per this code?	$\square$ Yes $\square$ No
Safety wares use	$\square$ Safety hard hat $\square$ safety goggles $\square$ Safety boots $\square$ Safety belt $\square$ First aid facility

Affidavit

I / We hereby certify that the proposed design of building and its various components comply all the requirements of prevailing National Building Code of Nepal.

अनुसूची २ (नियम ५ सँग सम्बन्धित)

भवन संहिताको प्रतिलिपि दस्तुर

१. भवन संहिता हार्डकपी प्रतिसेट सातसय रुपियाँ । २. भवन संहिता डिजिटल कपी प्रति सि.डी.एक्ससेय पचास रुपियाँ ।*

Name of structural wood:
Modulus of Elasticity:
Critical span of the beam element
Designed deflection
Slenderness ratio of the critical post
Joint type: