TERRACE APARTMENTS by Abubakar Tanimu

ARCHITECTURAL WORKING DRAWINGS PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU ( NIG ) LTD

LOCATION

NO. 537 WUYE DISTRICT CADASTRAL ZONE B3

SEPTEMBER, 2020. GSPublisherVersion 0.1.100.100

GENERAL NOTES

Sheet Index Layout ID A.01.0 A.01.1 A.01.2 A.01.3 A.01.4 A.01.5 A.01.6 A.01.7 A.01.8 A.02.1 A.02.2 A.03.1 A.03.2 A.03.3 A.03.4 A.04.1 A.04.2 A.04.3 A.04.4 A.04.5 A.04.6 A.04.7

Layout Name Sheet index COVER SPECS SPECS SPECS SITE Ground Floor FIRST FLOOR SECOND FLOOR ROOF SECTION A SECTION B SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION DOOR SCHEDULE WINDOW SCHEDULE DETAILS DETAILS SOAK AWAY DETAIL 3D PERSPECTIVES 3D PERSPECTIVES

Revision

Issued

Published

Remark

DIMENSIONS NOTED ON ARCHITECT'S DRAWINGS ARE FROM STRUCTURAL ELEMENTS NOT FINISHES, UNLESS OTHERWISE INDICATED All relevant details, levels, dimensions, setting out positions are to be checked prior to any work commencing and any discrepancies are to be brought to the attention of the Architect. The Architect accepts no responsibility for errors resulting from misinterpretation of the drawings. All dimensions are given in millimeters unless otherwise noted. Drawings are to read in conjunction with Engineer's drawings. Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor and Engineer to verify all levels and dimensions on site and check same against Architect's drawings before commencing work. Figured dimensions to be used as preference to scaled dimensions. Large scale details to be used where available.

COPYRIGHT: The copyright of the literary works, artistic works and published editions contained herein is vested with LEAD INNOVATIVE ARCHITECTURE Any adaption, distribution, sale or for hire, or any form of reproduction of these works, in any part or in their entirety, by any party other than LEAD INNOVATIVE ARCHITECTURE is an infringement of this copyright, and LEAD INNOVATIVE ARCHITECTURE reserves the right to claim damages from any party infringing this copyright, unless these rights are varied in writing.

DRAWING NOTES

CLIENT ENDORSEMENT : It is agreed that the client, by its signature to this drawing, accepts and approves the conceptual design and / or technical informations contained herein. CLIENT / CLIENT REPRESENTATIVE : DATE :

Revision History RevID

ChID

Change Name

Date

Project Status:

Sheet Index

FOR CONSTRUCTION

1:0.65

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID SCALE: 1:0.65

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020

GENERAL NOTES

1 PRELIMINARIES

1.04 - ITEMS SUPPLIED BY OWNER

Owner/s. Where possible, the engineer will certify that the

it is recommended that the owners/ is provided with a

Screw in foundations a proprietary brand flooring systems

1.01 - GENERAL

Items to be supplied by the Owner/s shall be identified in

site will support the proposed footings, slab and building

copy of master builders owners guide for terminate

based on co p e design with pre-cast beams and in situ

Owner/s - shall also mean Proprietor/s; Principal/s, the

the Addendum. Where it is agreed that additional items are

design.

management.

concrete e installed in accordance with the manufacture

person having the benefit of development consents to a

to be supplied by the Owner/s during construction, such

Costs of such consultation will be payable by the Owner/s

3.02 - VAPOUR BARRIERS

complying development certificate.

agreement and a description of the items shall be set out

as an additional cost not allowed for/or included in the

Vapour

Builder/s - shall also mean contractor/s.

in writing to the Builder.

contract sum, unless otherwise specified.

construction shall be in accordance with the international

Concrete paths shall be shown on the drawings and unless

Completion - shall mean Practical Completion.

It is the responsibility of the Owner/s to arrange payment,

1.13 - SITE IDENTIFICATION & SETTING OUT

building code.

otherwise specified, shall be at least 75mm thick and if

Proprietary - shall mean an item, product, material or

for delivery and protection against damage and theft of

The Builder is to visit the site and note the existing levels,

The vapour barriers shall be 0.2mm ,nominal thickness

unreinforced laid in sections not more n 1800mm in

colour identifiable by naming the manufacturer, supplier,

such items. All items, unless otherwise indicated in writing

site conditions and facilities. The Builder shall advise the

the polyethylene film of high impact resistance and

length. If reinforced, the maximum le of each section shall

trade name, brand name, and reference and/or catalogue

by the Owner/s shall be new and fit for their intended

Owner/s of any variation found at the site from the

branded continuously.

not exceed 3000mm.

number.

purpose.

documentation or information provided. The land shall be

3.0.3 - FORMWORK

Unless otherwise specified in the Addendum wood float or

Contract - shall mean the Conditions of Building Contract.

If items are not available when required, the Owner/s shall

block and peg surveyed and a survey certificate provided

Qualify formwork shall be used to provide shape, line

other non-slip finish shall be Provide falls away from the

barrier

installed

emendations and/or consulting Engineer. under

slab

–on

ground

3.11 - CONCRETE PATHS

All communication between Builder and Owner to be

be obliged to make an alternative selection.

before work commences. The cost of this survey shall be

true positioning and dimension to carry all imposed

buildin, 50 for 900mm. Slope concrete up and around over

copied to Architect. Builder shall be responsible for

1.05 - SITE ACCESS

included in the price unless otherwise specified. Any

loads. Brace sufficiently to prevent bowing or buckling

relief gullies and set inspection openings etc. flush with the

reviewing all notes prior to finalizing construction contract.

The Builder has statutory responsibilities in relation to

additional survey shall be subject to the allowance in the P.

while concrete is being poured and cure.

surface. Ensure weep-holes to adjacent structure are not

All construction and details shall be completed in full

Occupational Health and Safety. In order to assist the

C. Schedule

where the slab edge is to be exposed for termite

obstructed.

compliance with applicable local codes and requirements,

builder in maintaining a safe work site, the owner’s/ is

management , the exposed edge shall be off- the form

3.12 - TOLERANCES FOR CONCRETE FLOORS Shrinkage

including current handicap access and energy Title 24

agree to comply with any directions and instructions of the

2 EXCAVATIONS, FOUNDATIONS AND FOOTINGS

smooth and without honeycomb.

cracking cars be expected in concrete floors. Concrete

requirements.

Builder/s concerning site access and movement on and

2.01 - PROTECTION OF SERVICES

3.0.4 REINFORCEMENT

floors can also be damaged by foundation movement

Prior to finalizing contract prices, Contractor shall be

around the site.

Contact Dial-Before-You-Dig to identify the location of

Steel reinforcement shall comply with international building

caused by localized drying and wetting. The Builder is not

responsible for reviewing and coordinating all notes and

1.06 - SITE SIGN

underground assets (pipe work, service lines and network

code and the engineer’s details.

responsible for foundation movements caused by the

drawings to include any subcontract requirements or

Before work commences, the Builder shall provide a

installations).

Bar chairs shall be placed to give the following clear cover:

Owner/s failure to maintain drainage systems and the

information which may not be indicated on subcontractor's

signboard displaying the lot number, the Builder’s name,

2.02 - ENVIRONMENTAL



40mm to unprotected ground

overwatering and misuse of watering systems to gardens

sheets or notes, but which are indicated elsewhere in the

address and licence number.

2.02.1 - SOIL EROSION AND SEDIMENT CONTROL



30mm to a membrane in contract with the

located adjacent to slabs and footings.

construction documents.

The Architect is required to have a sign erected and

Measures shall be taken to manage the effects of storm

Verify all works, dimensions and details and report any

maintained on the site for the duration of the project which

water

sedimentation,



20 mm to an internal surface

4 RETAINING WALLS

discrepancies to the Owner and Architect prior to

provides their name and contact telephone number. The

contamination of the site, surrounding areas and drainage



40mm to external surface.

Retaining walls shall be constructed as identified

commencing work. During construction, the Owner and

sign should also state that Unauthorised Entry to the Site is

systems. Apply all site management requirements which

3.05 - PREMIXED CONCRETE

approved pans.

Architect are to be advised regarding any discrepancies in

prohibited.

are a Condition of Consent.

Premixed concrete shall be supplied to comply with

Retaining walls shall be constructed of a material or

measurement, dimension, location or a detail prior to

Information relating to the builder and the architect can be

2.02.2 - TREE PROTECTION

international building code. Concrete shall have default

proprietary system identified in the Schedule. Proprietary

builder’s proceeding with that portion of the work.

incorporated on a single sign.

Protect any tree/s identified for retention on the drawings

strength

retaining wall systems shall be constructed to the

Consult representatives of local utilities, including gas,

1.07 - SITE FENCING AND SCAFFOLDING

or as a condition of consent. Mark all trees and shrubs to

N20) and have a nominal aggregate size of 20mm

manufacturer’s requirements.

water, power, sewer, telephone and TV where applicable,

Unless otherwise stated, the Builder shall provide site

be retained with visible tape or other means. Where

unless otherwise specified , a default Slump of 100mm

The location of retaining walls to boundaries shall be

concerning locations and availability of utilities prior to

fencing to secure the site and scaffolding necessary to

necessary, provide physical barriers to protect marked

will apply to residential slabs and footings.

confirmed prior to construction.

commencing work or connecting utilities, and be

undertake the building work, including work undertaken by

trees and shrubs. Limit excavation within the drip-line.

3.06 - PLACEMENT

responsible for any damage to existing utility lines.

trade contractors engaged by the Builder.

The Owner/s shall advise the Builder of any vegetation

Trenches and footings shall be dewatered and cleaned

5 DRAINAGE AND WASTE WATER/SEWAGE TREATMENT

Provide as built drawings on the site plan showing

1.09 - SITE SERVICES & AMENITIES

protection orders related to the site.

of loose and softened materials prior to concrete

5.01 - GENERAL

horizontal locations dimensioned from face of building and

Temporary Toilet Accommodation: - shall be provided on

2.03 - SITE PREPARATION

placement

All drainage work shall be carried out by a licensed drainer.

vertical elevations based on finished floor of all existing

site until the completion of the works.

Rubbish, top soil and any vegetation within 1 metre of

3.07 - CURING

and new utility lines, mains, and meters. Deliver a

Water Supply: - unless otherwise specified and where no

proposed building/s shall be cleared and removed.

Concrete

reproducible copy to architect and owner upon completion

reticulated water supply is available to the site prior to the

2.04 - Excavation

sheeting, the application of suitable curing compound, by

5.02 - ONSITE WASTE WATER TREATMENT SYSTEM

of construction.

commencement of construction, the Owner/s shall supply

2.04.1 - SCOPE

keeping continually damp,

Wastewater onsite treatment systems shall be installed in

Confirm any discrepancies between drawings or

temporary water supply for use and as required at the

Excavate and backfill as required for all work shown on the

international building code.

accordance with the manufacturers’ requirements and the

specifications and job site conditions with Architect prior to

direction of the Builder.

drawings. The excavation and placement of fill shall be

Where adhesives to the slab surface in conjunction with

requirements

starting portions of the work affected.

Power: - unless otherwise specified, 240 volt power is to be

undertaken in accordance with international building code.

floor coverings are to be used strict care should be

commissioning of the onsite wastewater treatment system

No changes to the construction contract shall be permitted

supplied to the site for construction and associated

FOOTINGS

exercised in the use and compatibility of curing

the Owner/s will be responsible for the maintenance

without Architect's review. Written dimensions shall prevail

purposes. In the event power is not available and/or

Excavate trenches to engineers design or the approved

compounds.

requirements of the wastewater system provided.

over scaled dimensions on drawings. In no event is a

additional poles, service risers, underground wiring etc

footing design.

3.08 - FOOTINGS AND SLAB ON GROUND

dimension to be scaled off the drawings without prior

required by the Electricity Authority, this additional cost,

approval from Architect.

plus Builder’s margin shall be a cost to the Owner/s.

1.02 - STATUTORY REQUIREMENTS, APPROVALS, FEES AND INSPECTIONS

run-off

avoid

erosion,

at 28 days of not less than 20mpa (grade

DRAWING NOTES

shall be cured

Revision History RevID

ChID

with plastic

in accordance

with

the

Local

Authority

Following

the approval of the Achitect and the Principal Certifying

6.01 – MASONRY UNITS

1.10 - ON COMPLETION

3.01 - TERMITE RISK MANAGEMENT

Policy

Masonry units are to be as selected and as identified in the

The Builder upon completion will remove all surplus

Terminate Barriers shall be installed in accordance Prior

3.09 – PIER AND BEAM FOOTINGS

Schedule units produced from clay, concrete and calcium

All building and associated work shall comply with the

materials and construction debris from the site. The work

to the commencement of the work, the site shall be

Where nominated, pier and beam footings shall be

silicate shall comply with international building code.

relevant Acts & Regulations of Parliament and statutory

shall be cleaned throughout.

inspected or evidence of termite activity. where termite

constructed to the Engineers designed shall not be poured

Masonry units exposed to salt attack shall comply with

requirements.

1.11 - GEOTECHNICAL INVESTIGATION

nests are found on the site, treatment of the nests shall

without the approval of the engineer and the Principal

durability requirements.

1.03 - MATERIALS

An engineer qualified to investigate the soil conditions and

be carried out by a competent and qualified contractor

Certifying Authority.

6.02 - WORKMANSHIP

Materials shall be new, unless otherwise identified in the

classify the site in the area of the proposed building may

3.10 - SCREW IN FOUNDATION

Masonry construction shall comply with international

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

building code. Set out mansory as shown on the drawings,

Layout ID A.01.1 SCALE: 1:1.25

GSPublisherVersion 0.1.100.100

Date

with the international building code.

6 MASONRY

SPECIFICATIONS 1:1.25

Change Name

Storm water drainage shall be carried out in accordance by covering

Concrete slabs and footings shall not be poured without

be engaged by either the Builder or the

ground

3. CONCRETE

schedule

Revision 02 DATE AUGUST,2020

GENERAL NOTES DIMENSIONS NOTED ON ARCHITECT'S DRAWINGS ARE FROM STRUCTURAL ELEMENTS NOT FINISHES, UNLESS OTHERWISE INDICATED All relevant details, levels, dimensions, setting out positions are to be checked prior to any work commencing and any discrepancies are to be brought to the attention of the Architect. The Architect accepts no responsibility for errors resulting from misinterpretation of the drawings. All dimensions are given in millimeters unless otherwise noted. Drawings are to read in conjunction with Engineer's drawings. Contractor to keep full set of drawings on site. Contractor is responsible for the correct setting out of the building on site with particular reference to boundaries and building lines. Contractor and Engineer to verify all levels and dimensions on site and check same against Architect's drawings before commencing work. Figured dimensions to be used as preference to scaled dimensions. Large scale details to be used where available.

build to gauge to masonry units, maintain chosen bond

otherwise identified in respect of stress grade. Sizes of

not provided directly under an internal tie-down or bracing

base of the verandah posts shall be supported by

used they must be compatible in accordance with

with full mortars to a nominal 10mm. Mortar joints shall be

timber for constructional purposes to be the nominal size

wall provide noggin or bridging between adjacent joists at

galvanised shoes, stirrups or similar supports.

international

to the type nominated in the Schedule. Where the schedule

mentioned with allowable tolerances as provided by

all required fixing points.

7.14 - EAVES SOFFIT

recommended by the manufacturer of the sheet material

nominates raked joints, the rake must not extend into

international building code. Scantlings to be in long

7.6 - FLOORING

Where overhang is less than 600mm support linings on

to be joined.

reveals and sills beyond the line of the storm moulds.

lengths, accurately cut and fitted and securely fixed.

7.02 - ENGINEERED TIMBER PRODUCTS

45mm x 32mm soffit bearers at not more than 450mm

9.04 - BATTENS

The cleaning of masonry should take place as work

7.02 ENGINEERING TIMBER PRODUCTS.

7.06.1 - STRIP FLOORING

centres. Where overhang is between 600mm and not more

Roof battens may be of timber or steel.

progresses and upon completion in a manner so that the

In addition to any structural grade requirements, all

Flooring is to be clear finished and shall not be laid until

than 1500mm support soffit linings on 70mm x 35mm

Timber battens shall be sized and installed in accordance

work is not damaged. Pressure cleaning and acid wash

exposed wood beams and posts shall be selected for best

the building is weather tight. Check supplier certificate for

soffit bearers at not more than 450mm centres.

with international building code. Where battens are joined

should not be carried out without the prior; approval of the

appearance grade, with a minimum of knots, cracks and

species, grade size and moisture content prior to laying.

7.15 - CROSS VENTILATION

in a run, they shall be butt jointed at the centre of the truss

Builder where masonry is to be pressure cleaned, the

checks.

Where machine nailing is to be used, ensure boards are in

Ventilate the roof space at the ridge, gable and/or eaves to

or rafter.

following restrictions shall apply:

All exposed wood beams, decking or other members

contact with the joist as this type of nailing cannot be relied

effectively cross ventilate the whole of the roof space.

Metal battens shall be corrosion resistant and fixed to the

Maximum pressure shall be 7000 kpa; Use a wide fan

installed prior to enclosing the building envelope and

upon to pull board down to joist.

7.16 - HOT WATER STORAGE TANK SUPPORT

manufacturer’s recommendations. Metal battens are to be

spray nozzle of 150 to 200;

completing roofing membrane shall be protected during

All fitted floors require a 12mm expansion gap between the

Where solar water heaters incorporating a roof storage

joined over trusses with a minimum lap of 40mm. Advice

Nozzle shall be no closer to the work than 300mm.

construction against moisture, staining and other damage

floor boards and any internal or external wall structures.

tank are installed, ensure additional loading has been

should be obtained from the manufacturer on the use of

6.03 - MORTAR

by protecting with weatherproof plastic wrappers and

7.06.2 - PLYWOOD STRUCTURAL FLOOR

incorporated into the roof design.

metal battens in high corrosive areas.

Mortar mixes shall comply with international building code

additional protective measures as may be required.

Structural plywood must be manufactured in accordance

and may be mixed in volume. Mortar shall consist of a

All exposed framing shall be free from nicks, splinters, saw

with AS/NZS 2269 and sheet with the manufacturer’s

8 STEEL FRAMING

Flashings

mixture of cement, sand and water, with the addition of

marks and other imperfections.

name or trade mark Sheets shall be installed

8.01 - GENERAL

international building code. Lead flashings must not be

lime and admixtures. Where water thickener is used, it

All roof beams and supporting posts shall be anchored to

accordance with AS 1684, Plywood face grain ’’run at right

Steel framing will comply with Part framing shall be in

used with aluminum or zincalume roofing or rainwater

shall be cellulose-based product, suited for its application

provide resistance against uplift per structural drawings.

angles to the joists and shall be continued over at least

accordance with international building code.

plumbing, or anywhere where water supply is by rainwater

according to the manufacturer’s and supplier’s directions.

7.03 - HANDLING AND STORAGE

two spans. Where possible, pan ‘Sis shall be staggered.

The frame is to be assembled with fixings as per the

storage.

Mortar for reinforced masonry shall be of mortar class

Timber and timber products delivered to the site shall be

7.06.3 PARTICLE BOARD FLOORING

design, or

9.07 – GUTTERS AND DOWNPIPES

either M3 or M4.

stored at least 150mm off the ground, stored level, evenly

shall be laid and fixed in accordance with AS 1860.2

recommendations.

Gutters and downpipes shall be designed and installed in

6.06 - LINTELS

supported, well ventilated and protected from the rain and

Sheets shall span not less than two floor joist Square

CORROSION PROTECTION

accordance with international building code. Where high

Brick work over openings may be supported by steel lintel,

sun. Pre-fabricated trusses should be handled in a vertical

edges and ends of sheets shall by buj joists and trimmers

The steel frame must be protected from corrosion in

front gutters are installed, attention is required to prevent

reinforced masonry lintel or reinforced concrete member

position to avoid distortion and overstressing of the timber

7.07 - WALL FRAMING

accordance with international building code. Hole cutting

overflow back into the roof or building.

complying with AS 3600. Where steel lintel are used over

and connecting plates. Where pre-fabricated roof trusses

Wall frame, sizes and spacing shall be in accordance with

or cutting of members should be done in a way which does

openings, they shall be hot dip galvanized mild steel angles

are

international building code or as specified by a practicing

not leave swarf. Compatible material and fixings to be used

10 INTERNAL LININGS

or flat bars complying international building code. For

intermediate support. Do not site repair damaged trusses

engineer

to avoid galvanic or chemical action. Direct contact with

10.01 - WALLS

lintels with a clear span of 1 m or more, each end of the

and report them to the truss fabricator immediately to

7.08 - WALL SARKING

treated timber is to be avoided. For slab on ground, use

Walls shall be fixed in accordance with the manufacturer’s

lintel is to have a minimum bearing length of 150mm. For

avoid delays in rectification.

Provide wall sarking as noted on the drawings and/or

damp-proof course under wall frame bottom plate to

recommendations.

shorter spans the minimum end bearing is to be 100mm.

7.04 - CORROSION PROTECTION

noted in the Schedule. Provide vapour permeable sarking

prevent corrosion.

plasterboards of 10mm thickness to all internal walls,

Revision History

Not less than three (3) courses of brick must be used

All connectors, fixing plates, brackets and general fixings

.jnder cladding material that does not provide a permanent

The frame is to be permanently earthed. Channels should

except as required for wet areas, or other type of panelling

RevID

above steel lintels and brickwork shall not overhang the

and related components shall suit exposure level and be

weather proof seal (such as unpainted fibre cement, sawn

be clean of any swarf and mortar droppings.

as indicated in the Schedule and plans.

lintel by more than 25mm. Prop lintels until mortar has

compatible to avoid galvanic or electro-chemical action.

weatherboards). Fix sarking on the outside of the studs

Electrical wiring, water pipes and their services passing

10.02 - WET AREA LININGS

reached its design strength. Props should be no more than

7.05 - FLOOR FRAMING

from the bottom plate (lapped over flashing if any) up to at

through the frame are to be isolated from it by rubber

Wet area linings shall be of water instant maternal for full

1 .2 meters apart. The long leg of angle lintels must be

All floors not specified to be concrete are to be framed at

least the level o the underside of the fascia. Allow a gap at

grommets or other suitable material.

wall height in accordance with international building code.

vertical.

the level shown. Floor structure sizes and spacing are to be

the top plate for wall ventilation. Timber Stairs Timber

6.09 – CLEARANCES

in accordance with international building code or otherwise

stairs are to be designed and constructed to riser, going

9 ROOFING (TILES AND METAL)

Ceiling linings shall be 13mm gypsum plasterboard or

In masonry construction generally leave the following

specified by a Practicing Structure engineer. Bearers, joists

and balustrade dimensions and in accordance with

9.01 - GENERAL

10mm high—density; plasterboard be set as required

clearances between window frames and brick sills and the

and plates shall be laid true and level.

international building code.

All roof cladding shall comply with international building

11 WATERPROOFING

roof structure and masonry veneer: 5mm at sills of lower or

7.05.1 - BEARERS AND JOINTS

7.10 - ROOF TRUSSES

code and one or more referenced documents relevant to

11.01 -GENERAL

single storey windows; 8mm at roof overhangs of single

Span and spacing of bearers & joists is to conform to

Roof trusses shall be fabricated in accordance with

the work:

From the drawings, identify the areas to be waterproofed

storey buildings; 10mm at sills to two storey buildings;

Standards in conjunction with supporting supplements

designs prepared by a practicing structural engineer.

Ensure appropriate fall prevention requirements are

Waterproofing to internal wet areas and balconies over

12mm at roof overhangs of two storey buildings.

relevant to the applicable wind classification and stress

7.11 - ROOF BRACING

installed prior to the commencement of roofing work.

habitable areas shall be in accordance with international

Clearances should be increased to accommodate expected

grade.

Provide

9.02 - ROOF TILES

building code.

timber shrinkage e.g. unseasoned hardwood.

7.05.2 - BLOCKING

manufacturer’s detail.

Provide roof tiles as shown on the drawings. Roof tiles shall

11.02 - WATERPROOFING SYSTEM SELECTION

6.10 - TOLERANCES IN MASONRY CONSTRUCTION

‘Where the depth of floor joists is equal to needs 4 times

7.12 - ACCESS TO ROOF SPACE

be of a colour, profile and material noted in the Schedule.

The waterproofing system should be selected according to

Masonry work is not considered defective if it is within the

their width, herringbone strutting blocking must be

Where the space between the roof and ceiling exceed

Roof tiles shall be fixed in accordance with the

the

following tolerances:

provided between the outer of joists and between

900mm in height, trim as required between roof trusses

international building code and referenced Standard and

specification, taking account of product suitability, and

intermediate pairs of joist not more than 1 .8 m centres, or

for a manhole, line the opening and provide a suitable

the nominated design wind speed for the project.

compatibility with surface materials

7 CARPENTRY

continuous trimmed js can be provided to the ends of joists

cover.

9.03 - METAL ROOFING

11.03 - COMPATIBILITY OF MATERIALS

7.01 TIMBER GENERALLY.

above wearers or wall plates.bTrimmers or solid blocking

7.13 - VERANDAH POSTS

Provide metal roofing as shown on the drawings. Metal

The waterproofing is to ensure component to component

All timber used shall be of the durability and stress grade

25mm less in depth than the joists and solid king shall be

Verandah posts unless otherwise specified shall be a

roofing shall be of a profile and color as provided in the

compatibility.

specified and/or comply with the international building

a minimum thickness of 25mm.

minimum of 100mm x 100mm or as required by

Schedule. Metal roofing and accessories shall be installed

11.04 - FLOOD TESTING

code. All structural timber used will be of a durability class

7.05.3 - JOISTS UNDER WALLS

international building code, checked at the top plat and

to the manufacturer’s recommendations. Metal roofing

On completion and after the membrane has fully cured,

appropriate to the expected service life and exposure

Provide double joists under all external walls running

secured to the floor structure. Where fixed to concrete the

must

floor waste outlet should be sealed and the area flooded

conditions. All structural timber used will be stamped or

parallel with the floor joists under the wall. Where a joist is

required

SPECIFICATIONS 1:1.25 GSPublisherVersion 0.1.100.100

handled

horizontally,

provide

roof

bracing

accordance

with

truss

building

code.

Use

only

sealants

9.05 - ROOF FLASHINGS

in accordance

with

the

manufacturer’s

shall

installed

Provide

accordance

with

DRAWING NOTES

recessed

edge

gypsum

ChID

Change Name

Date

10.03 - CEILING LININGS

corrosion

resistant

accordance

with

international building code. Where different metals are

project

requirements

and

the

manufacturers’

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.01.2 SCALE: 1:1.25

Revision 02 DATE AUGUST,2020

GENERAL NOTES

with water floor water leaks. The height of water should be

Provide kitchen cupboards as included on the drawings

rating listed in UPC Table 5-1. All hot water heaters shall be

Where location of PV modules is not shown on the plan, it

16.03 - PREPARATION

5mm below the overflow level of the water stops

and/or included in the Schedule. Kitchen cupboards and

strapped to wall as required by applicable codes.

will be the responsibility of the accredited installer

All surfaces shall be prepared to the manufacturer’s

11.05 - PROTECTION

bench tops shall be fabricated from water resistant

Wrap storage type water heaters and storage and backup

undertake an onsite assessment and identify the precise

product recommendations. Final preparation shall be the

Membrane area shall be protected by barriers or signage

materials.

tanks for solar water heating systems with minimum R-12

location for the modules. The assessment is to identify any

responsibility of the painter/applicator.

the membrane is fully cured.

12.10 - LINEN/STORAGE CUPBOARDS

insulation exterior and R-16 for interior.

overshadowing or other influence which may affect the

16.04 - SPRAYING

If shown, to be constructed as detailed on the drawings.

Install an insulated hot water recirculating system on a

operation of the installation. A Certificate of Compliance

pray application to plasterboard is to be ‘back rolled” floor

timer to within 10'-0” of all fixtures, with pump and aquistat

for electrical work is to be issued upon completion and

surfaces are to be tiled, ensure floor surface is protected

commissioning of the work.

from overspray.

12 JOINERY

12.01 - GENERALLY

13 PLUMBING

locations at the hot water heater.

All fixing out timber to be s o and free from defects which

13.01 – GENERAL

13.04 – STORM WATER DRAINAGE

might affect appear durability. All timbers are to be

Except as provided by Architect in the Construction

Unless otherwise noted or required by code, all

15 WALL AND FLOOR TILING

The contractor shall remove empty paint tins and

accurate cut and securely fixed. Mouldings and trim are to

Documents, Contractor shall design, prepare necessary

underground storm drain lines shall be PVC min. Schedule

15.01 - GENERAL

associated waste from site and is to ensure the clean-up of

be properly mitered or scribed. All surfaces must be free of

plans, have plans checked, obtain and include price for

40 and min. 100mm diameter or greater as required to

Provide wall and tiles as shown on the drawings and/or

equipment does not contaminate the site.

machine marks and ready for painting. External joinery to

plumbing permits for all plumbing systems and equipment.

handle load. All connections shall be properly joined and

included in the Schedule.

removed for painting, all fittings, door furniture, switch

be inherently durable and primed prior to fixing.

Secure necessary approvals and reroute any existing utility

sealed so that they are water-tight.

15.02 - SURFACE PREPARATION

plates and the like to be re-fixed or re-installed, Paint

12.02 – DOOR FRAMES

lines, conduits or equipment in conflict with new

13.05 - SANITARY PLUMBING AND DRAINAGE

All tiling substrates shall be dry and free of dust, debris and

splashes, runs and drips are preferably to be removed

Door frames shall be solid rebated frames, packed plumb

construction and confirm rerouting with Architect, and note

Sanitary plumbing and drainage shall be undertaken in

deposits.

during use of the work or removed and repaired upon

and true and fixed securely to door opening studs or

such rerouting on the record drawings.

accordance with the Architect and the requirements of the

Very smooth trowel finishes on slabs; with slabs

Completion.

masonry. Metal door frames shall be installed to

13.02 - WATER SERVICE

Regulator or Local Authority. Sanitary plumbing and

inadequately cured, releasing agent and curing compounds

PRIME COST ALLOWANCES, PROVISONAL SUMS and

manufacture’s recommendations.

Unless otherwise specified, All new water supply lines shall

drainage work shall be undertaken by an appropriately

can lead to tile adhesion problems. Care should be taken

CONTINGENCY SUMS.

12.03 – DOORS

be copper and all new and accessible existing hot water

licensed person.

where there is paint overspray on floors adjacent to walls.

Provisional Sum (PS) is an item which includes supply and

External doors are to be solid core or framed and glazed

lines shall be insulated with R-4 or greater pipe insulation

All exposed angles, traps, drains, etc. shall be provided in

The preparation of smooth trowel floors and floors which

installation. Prime Cost (PC) sum is used for the supply only

and not less than 2040 x 820 x 40mm thick. Front and

with vapor barrier. No soft copper lines permitted.

the same finish as the specified plumbing fittings for that

are contaminated should be undertaken in consultation

of a specified item, excluding any associated labor

rear external doors shall be hung with three 88mm (mm)

All underground copper lines shall be Type L.

particular fixture. These items shall be considered to be

with the builder, tile and adhesive supplier and/or

Contingency (C) sum is an allowance for the supply of labor

butt hinges of suitable finish and durability. Where external

Copper lines shall have insolation couplings where

included in the rough plumbing costs and shall not be

manufacturer. Adhesive manufacturers’ recommendations

and materials related to unforeseen which is necessary to

doors are sheeted with plywood, only waterproof plywood

connecting to existing galvanized iron or steel pipe which

included in the plumbing fixture/ fitting costs.

on surface preparation should be followed.

progress complete the works.

which is to be used. Top and bottom door edges are to be

cannot be changed to copper.

13.07 - GAS

15.03 - COMPATIBILITY

painted or similarly sealed prior to hanging.

Main water line to domestic system shall be installed with

All gas-fitting work is to be installed and connected in

Ensure

Internal doors shall be not less than 35mm thick fitted with

separate gate valve and pressure regulator at house entry

accordance with the supply authorities’ requirements. Gas

waterproofing

suitable furniture and be installed with a clearance off the

point.

plumbing shall be provided as detailed on the plans and to

membranes to be properly cured prior to tile laying. Tile

floor of 30mm unless otherwise specified. Double doors

Hose bibs and irrigation systems except, at roof decks,

all fixtures requiring gas service from the point of supply.

adhesives, primers and related products must be

and sliding doors to be installed where shown on the

shall not be connected to building water system, but shall

Test all pipe work before concealment and securely fix pipe

compatible. The use of mixed brand products is not

drawings. Doors shall swing in the direction shown on the

be fed from main water line before building system

work to prevent movement. In-ground gas lines shall be

recommended. Selections of tile adhesives in wet areas

drawings.

pressure regulator and main valve.

identified with plastic warning tape 300mm above and for

are to be made in consultation with the builder, floor tile

Revision History

12.04 - WINDOWS

All hose bibs must have an approved anti-siphon device.

the full length of the line while backfilling.

and adhesive supplier and/or manufacturer.

RevID

Aluminium and timber windows shall be manufactured and

CPC 603.3

installed in accordance with code Windows are to be

All hot and cold shower and tub supply lines shall be

14 ELECTRICAL

Movement joints are to be provided as required by the

supplied with Performance label attached confirming

minimum 3/4" and water system shall be designed to

14.01 - GENERAL

code

compliance with code. Windows shall be protected from

assume full capacity of 3/4” pipes.

All electrical work shall be undertaken by a licensed

mortar droppings.

Provide a 12” minimum access panel to bathtub trap

electrician and in accordance with required code. A

12.05 - GLAZING

connection unless plumbing is without slip joints. Verify

Certificate of Compliance Electrical Work shall be provided



over movement joints in the substrate; and

Glazing in exterior doors or within forty inches of any

location with Architect prior to rough plumbing.

at the completion of the electrical work. Confirm the



In large tiled areas, immediate movement joints

locking mechanism shall be of fully tempered glass or

Provide individual control valves of the pressure balance or

position of the meter box. Single-phase power is to be

rated burglary-resistant glazing, except when double

the thermostatic mixing valve type for showers and tub

provided unless otherwise noted in the Schedule. Install all

cylinder deadbolt locks with a key retaining feature are

showers.

lights, power outlets and electrical fixtures nominated in

15.05 - FALLS IN WET AREAS

installed.

Provide ultra flush water closets (1.6 gallon/flush),

the Schedule.

Grade floor tiles to floor wastes and required.

12.06 - STM MOULDS

showerheads (2.5 gpm) and faucets (2.5 gpm) for all new

14.02 - SMOKE ALARMS

The recommended ratio of fall within 1:6Oandl:80. The

Provide storm moulds to external doors and other

construction. Existing showerheads and toilets must be

Smoke alarms shall be installed in accordance with

recommended ratio of fall in other wet areas is between

openings.

adapted for low water consumption.

international building code. Photo-electric smoke alarms

1:80 and 1:100.

12.07 – ARCHITRAVES

13.03 - HOT WATER SERVICES

should be the preferred type for installation in the path of

Provide architraves to all window, door am openings where

An approved water heater to be installed in accordance

travel between sleeping areas and exits.

16 PAINTING

necessary and of a as identified in the Schedule.

with the manufacturers’ instruction.

14.03 - SOLAR PV

16.01 - GENERAL

12.08 - SKIRTINGS

All C.E.C. certified, rapid recovery, sized to provide

Installation must be compliant with international building

All paint and related products such as primers, sealers and

Provide skirting where required of a type, finish and size as

adequate volume of hot water to fixtures served, and

code. Grid connect inverters shall comply required code.

fillers shall be compatible, suitable for purpose and used in

identified in the Schedule. Note: where skirting is to be

installed on smitty pans with concealed drains to exterior.

Solar panels are to be installed by either the licensed

accordance with the manufacturer’s recommendations and

fixed over tiled floors, the skirting shall not be fixed down

Heater drains and T & P valves shall be positioned and

builder or licensed electrician. All electrical wiring and

the manufacturer’s safety data sheets.

hard on the tile. so as to restrict the movement joint.

extended to drain into smitty pan. The minimum capacity

connections of solar PV system must be undertaken by an

16.02 COLOUR SELECTION.

12.09 - KITCHEN CUPBOARDS

for water heaters shall be in accordance with the first hour

appropriate licensed electrician, Meters are installed by an

Unless specified elsewhere, colours are to be selected by

Authorized Service Provider

the owner and shown in the Schedule.

SPECIFICATIONS 1:1.25 GSPublisherVersion 0.1.100.100

16.05 - COMPLETION

tile

adhesives

are

membranes

compatible used,

with

the

waterproofing

Where

DRAWING NOTES

ChID

Change Name

Date

15.04 - Movement Joints



Separate the tiled elements from fixed elements such as walls and columns;

at evenly spaced locations at approximately 4.5metres.

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.01.3 SCALE: 1:1.25

Revision 02 DATE AUGUST,2020

GENERAL NOTES

9,120

100

1,970

1,000

100

31 10,5

35,000

5,6 72

2,669

100

100 1,344 100 1,400

1,665 4,008

100

1,000

900

1,000

100 600

6,400

930

14,000

6,021

100

2,056

3,000

18,932

04 14,000

16,370

20,919

03 37,185 R 600

R 600

100

R 600

100 1,350

2,985

R 600

2,170

R 600 1,000

R 645

5,716

R 600

1,470 100

100

R 600

3,185

2,985

3,185

2,985

3,185

2,985

3,272

930

100

1,970

Revision History

R 1,464

ChID

Change Name

Date

4,500

5,806

RevID 9,4 09

DRAWING NOTES

4,767

100

7,770

100

6,4 74

6,070

1,000

100 1,000

12,539

5,170

900

1,000

R 1,464

9,706

4,679

1,500

10,220

16,390

22,560

28,817

31,900

4,500

R 1,464

21,395

6,005

4,500 6,582

2,596

12 3,7

Project Status:

R 1,464

4,3 70

5,116

FOR CONSTRUCTION

4,22 9

21,266

4,177

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

W-01

GSPublisherVersion 0.1.100.100

SITE PLAN

1:250

Layout ID A.01.4 SCALE: 1:250

Revision 02 DATE AUGUST,2020

N A.03.3

Y10

Y11

Y12

Y13

A.02.2 B1

24,910 6,170 1,677 230

6,170

1,563

1,200

793

2,930

900

465

900

482

1,677 1,200

230

6,170

1,563

1,200

793

2,930

900

465

900

482

1,677 1,200

230

6,400

1,563

1,200

793

2,930

900

465

900

482

1,677 1,200

230

1,563

1,200

793

2,930

900

465

900

482

1,200

230 2,700 1,500 1,000 150 230

14,000

1,500 1,500

D1 W3

230 920

865

600 1,563

4,750

600

2,930

865

520

2,139 1,677

1,650

200 200 246 200 600 1,563 4,520

600

865

380 450

2,930

1,677 1,650

A.02.2 B1

GROUND FLOOR 1:125

865

600 1,563 4,520

24,910

S A.03.1

610

1,200

600

2,930

865

520

4,000 1,677

1,650

1,563 4,520

185

600

2,930 1,650

Project Status:

FOR CONSTRUCTION

19,700 300 1,200 300 1,200

300

+150

230

1,200

1,050

1,200

2,170

450

+150

300

300 1,200

1,200

1,270

F: 400mmX400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

E A.03.4

9,685 W3

300

6,060

Date

246

1,200

F: 400mmX400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

B7 #LayID

PORCH W4

PORCH

+600

Change Name

A A.02.1

A: 2 m

F: 400mmX400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

PORCH

ChID

230

1,200

230 1,570

230 1,570 230 2,170

A: 2 m2

+600

300 1,200

230 +600

RevID

A: 2 m2

+600

PORCH

300

4 3 2 1

A: 2 m2

5,870 WC

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 27 m2

230

4,516 20R x 180 19G x 251

4,516

WC MAIN LIVING ROOM

8 7 6 5

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 27 m2

2,700

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 27 m2

680

MAIN LIVING ROOM

1,490

FRIDGE

2,560

Revision History

1,500

230

8 7 6 5

1,200 300

2,700

1,500

680

20R x 180 19G x 251

1,500

1,200

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 27 m2

1,505

160 11

4 3 2 1

1,200

20R x 180 19G x 251

B7 #LayID

230

3,400

230

MAIN LIVING ROOM

9 8 7 6 5

1,500

209 1

246

3,150

DOWN

1,200

20R x 180 19G x 251

230

209 1

19,700

11 10 15

10 15

DRAWING NOTES 1,524

FRIDGE

DOWN

15,200

14 13

1,677

GSPublisherVersion 0.1.100.100

DINING F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 10 m2

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 10 m2

+600

230

DINING F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 10 m2

DINING

230

2,700

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 10 m2

2,560

230

1,200

BATH

750

3,010

DINING

F: 300X300mm CERAMIC TILE WF: CERAMIC TILE WHB A: 3 m2

1,000 150

6,024 1,500

F: 300X300mm CERAMIC TILE WF: CERAMIC TILE A: 3 m2

230

1,500

5,794

BATH

2,700

1718 16

F: 300X300mm CERAMIC TILE WF: CERAMIC TILE WHB A: 3 m2

+600

F: 400X400mm TILE WF: 200mmX600mm CERAMIC TILE GAS HOB P.O.P C: 15mm APPROVED PATTERN 01 A: 17 m2

BATH

230

1718 16

X18

3,010

1718 16

X17

230

KITCHEN

1718 16

X16

2,700

230

F: 400X400mm TILE WF: 200mmX600mm CERAMIC TILE GAS HOB P.O.P C: 15mm APPROVED PATTERN 01 A: 17 m2

F: 400X400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

MAIN LIVING ROOM

X15

F: 300X300mm CERAMIC TILE WF: CERAMIC TILE WHB A: 3 m2

3,010 KITCHEN

2,700

X11

X14

BATH

230

X13

FRIDGE

2,700

SINK

230

+600

X12

F: 400X400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

1,500

1,500 1,524

3,010

F: 400X400mm TILE WF: 200mmX600mm CERAMIC TILE GAS HOB P.O.P C: 15mm APPROVED PATTERN 01 A: 17 m2

209 1

1,500

A A.02.1

F: 400X400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

DOWN

1,490

X10

F: 400X400mm TILE WF: 200mmX600mm CERAMIC TILE GAS HOB P.O.P C: 15mm APPROVED PATTERN 01 A: 17 m2

KITCHEN

D-04 STAIRS GROUND FLOOR

F: 400X400mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

1,500

KITCHEN W2

1,500

209 1

1,500

DOWN

1,500

230

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

865

Layout ID A.01.5 SCALE: 1:125

Revision 02 DATE AUGUST,2020

N A.03.3

A.02.2 B1

Y10

Y11

Y12

Y13

24,935

2,015

4,080

1,677 75

521 450

1,563 1,044

2,090 2,930

545

4,080

1,677

3,000

635

1,563

230 266 450

1,044

2,090 2,930

545

4,080

1,677

3,000

635

230 266 450

1,563 1,044

2,090 2,930

545

3,000

4,410

1,677 635

230 266 450

1,563 1,044

2,930

545

3,000

635

230

900 BATHROOM

WHB

SHOWER

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 20 m2

1,430

BATHROOM

230

300

A: 4 m2

230

A: 2 m 1,440

1,500 4,940

4,270 W1

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 20 m2

A: 2 m2

W1 W4

BAL. 13

A: 2 m2

270 230 1,000

1,500

BAL.

230

A: 2 m2

535

300

270

1,200

1,500

X18

900 65

X17

595

450

1,490

1,670 1,670

3,000 1,570

865 2,930

4,730

365 450 1,677 1,440

625

916

3,000 1,563

814

520

2,930

100 1,677

4,730

1,440

E A.03.4

20,700

230

BAL.

SHOWER

3,740

1,200

X16

4,270

BEDROOM

+4,200

SHOWER 1,440 230

A: 4 m2

2,470

F: 150X1200mm TILE WF: 200mmX600mm CERAMIC TILE

X15

4,940

BATHROOM

B7 #LayID

WHB

230

300 1,200

X14

F: 150X1200mm TILE WF: 200mmX600mm CERAMIC TILE

X13

2,840

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 20 m2

D-07 STAIRS FIRST FLOOR

BEDROOM

3,050

100

1,563

2,400 2,930

4,730

1,440 1,677 1,440

230

635

3,000

1,563

635 2,930

4,730

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

A.02.2 B1

1. GSPublisherVersion 0.1.100.100

FIRST FLOOR

1:125

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT

230

FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

24,910

S A.03.1

Date

A A.02.1

1,500

230

Change Name

1,500

1,440

ChID

BAL.

230

4 3 2 1

230

246

BEDROOM

F: 150X1200mm TILE WF: 200mmX600mm CERAMIC TILE

RevID

1,730

SHOWER

BATHROOM WC

2,840

D2 300X600X8MM UNGLAZED VITRIFIED TILE FLOOR FINISH

A: 4 m2

230

1,500

4 3 2 1

WC A: 4 m2

2,870

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 20 m2

8 7 6 5

WHB

BEDROOM

F: 150X1200mm TILE WF: 200mmX600mm CERAMIC TILE

8 7 6 5

WHB

Revision History

1,500

20R x 180 19G x 251

4 3 2 1

1,200

X12

BATHROOM

5,205

WHB

1,200

20R x 180 19G x 251

+450

B7 1,660 #LayID

230

9 8 7 6 5

4,516

4,516 20R x 180 19G x 251

10,500

1,500

X11

20R x 180 19G x 251

230

3,610

230

246 1,500 11,515

209 1

8 7 6 5

DOWN

A A.02.1

1718 16

F: 600X600mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 22 m2

+4,200

209 1

FAMILY LOUNGE

11 10

F: 600X600mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 22 m2

1718 16

FAMILY LOUNGE

DOWN

1,500

209 1

DOWN

1,515

SHOWER

1718 16

20,700

F: 600X600mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 22 m2

F: 300X300mm TILE WF: 200mmX600mm CERAMIC TILE C: 15mm APPROVED PATTERN P.O.P

150

FAMILY LOUNGE

BATHROOM

300

A: 6 m

230

F: 600X600mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 22 m2

100 300 270 230 230 1,000 100 1,000 230

230

FAMILY LOUNGE

15,970

5,940

1,500

230

5,205

3,950

1,500

230

1,200

1,760

300

230

1,200

3,950

300

1,760 230 BATHROOM

WHB

1,200

230

DRAWING NOTES

F: 300X300mm TILE WF: 200mmX600mm CERAMIC TILE C: 15mm APPROVED PATTERN P.O.P

+4,200

1,524

SHOWER

4,805

3,950

A: 6 m2

SHOWER

1,500 1,500 230

1,490

A: 6 m2

+4,200

5,135

D1 D2

F: 300X300mm TILE WF: 200mmX600mm CERAMIC TILE C: 15mm APPROVED PATTERN P.O.P

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 19 m2

230

BATHROOM

WHB

1718 16

865 187

1,485

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 19 m2

F: 300X300mm TILE WF: 200mmX600mm CERAMIC TILE C: 15mm APPROVED PATTERN P.O.P

BEDROOM

5,035

937

+4,200 1,760

X10

BEDROOM

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 19 m2

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

BEDROOM

3,185

1,960

BALCONY

A: 6 m2

BALCONY F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

100

1,490 3,085

1,524

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 19 m2

910

1,500 100 1,400 100

BEDROOM

BALCONY F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

1,170 230

1,270

230

1,500

209 1

DOWN

1,600

Layout ID A.01.6 SCALE: 1:125

Revision 02 DATE AUGUST,2020

N A.03.3

Y10

Y11

Y12

3,000

1,677

1,100

970

968

1,563

1,100

5,202

2,930

3,000

1,677

2,070

970

1,563

1,100

5,200

2,930

3,000

1,677

1,100

970

1,100

3,000

1,500

761

2,130

739

+7,800

761 739

509

E A.03.4

11,670 1,500

Project Status:

FOR CONSTRUCTION 1,500

761 W3

739

LEAD INNOVATIVE ARCHITECTURE 1,500

+7,800

Date

A A.02.1

509

+7,800

Change Name

1,200 W3

739

+7,800

ChID

+7,800

F: 300X300mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

RevID

+7,800

BALCONY

Revision History

1,500

F: 150X1200mm TILE WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P VITRIFIED TILE 01 FLOOR FINISH A: 25 m2

5,830

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 25 m2

21,609

1,500 11,440 1,500

F: 150X1200mm TILE WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P VITRIFIED TILE 01 FLOOR FINISH A: 25 m2

X18 509

1,524

WHB

MASTER BEDROOM 4,270

230

F: 300X300mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

MASTER BEDROOM

230

B7 #LayID

MASTER BEDROOM

4,430

1,490 600 900 342 1,466

1,440

F: 300X300mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

MASTER BEDROOM F: 150X1200mm TILE WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P VITRIFIED TILE 01 FLOOR FINISH A: 25 m2

F: 300X300mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 7 m2

1,534

673

230

BALCONY

428

4,270

BALCONY

600

230

1,200

300

X17

1,200

4,200

300

X15

240

BALCONY

900 141

300 1,200

X14

1,200

X13

D-09 STAIRS SECOND FLOOR

230

246

527

1,500

1,713

X12

230

+7,800

1,140

+7,800

X11

4,270

+7,800

1,440 230

300

1,200

230

1,200

160

2,010

300

1,200

230

1,200

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

LOBBY

1,500

230

+7,800

300

2,010 CLOSET

3,700

1,200

150 1,140 230

230

WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

CLOSET

LOBBY

2,400

1,200

6,790

160

+7,800

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

B7 D2 #LayID

246 1,500

1,200

2,010

+7,800

D2 D2

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

CLOSET +7,800 F: 150X1200mm TILE

LOBBY

230

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

LOBBY

WHB

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

3,700

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

+7,800 CLOSET

DRAWING NOTES

300X600X8MM UNGLAZED VITRIFIED TILE FLOOR FINISH

BATHROOM 230 2,010 230

1,200

300X600X8MM UNGLAZED VITRIFIED TILE FLOOR FINISH

150

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 5 m2

BATHROOM

F: 150X1200mm TILE WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P UNGLAZED VITRIFIED 01 TILE FLOOR FINISH A: 5 m2

WHB

2,350

2,600

WC WHB

11,900

1,500

21,209

BATHROOM

F: 150X1200mm TILE WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P UNGLAZED VITRIFIED 01 TILE FLOOR FINISH A: 5 m2

BATHROOM

WF: MATT EMULSION 300X600X8MM C: 15mm APPROVED PATTERN P.O.P UNGLAZED VITRIFIED 01 TILE FLOOR FINISH A: 5 m2

300X600X8MM UNGLAZED VITRIFIED TILE FLOOR FINISH

WHB

BATHROOM

A: 5 m2 F: 150X1200mm TILE

BATHROOM D2

WC WHB

WHB

230

450

BATHROOM D2

SHOWER

WHB

BATHROOM

A A.02.1

230 4,200

4,660

SHOWER

1,915

900

1,100 1,000 500 500

1,490 1,524 1,440

W A.03.2

1,560

+7,800

SHOWER

+7,800

A: 4 m2

SHOWER

300X600X8MM VITRIFIED TILE FLOOR FINISH

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 23 m2

A: 4 m2

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 23 m2

+7,800

BEDROOM

SHOWER

X16

300X600X8MM VITRIFIED TILE FLOOR FINISH

BALC.

300X600X8MM VITRIFIED TILE FLOOR FINISH

A: 4 m2

F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 23 m2

SHOWER

X10

A: 4 m2

+7,800

BEDROOM

BALC.

BALC. F: 150X1200mm TILE WF: MATT EMULSION C: 15mm APPROVED PATTERN P.O.P 01 A: 23 m2

BALC.

1,200

BEDROOM

1,100

1,000

1,500 1,500

2,930

500

900

1,600

1,500 1,500

1,200

1,563

400

1,200

5,200

2,930

500

970

1,563

100 400

A.02.2 B1

5,300

1,677

Y13

25,010

5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT

535

600 1,677 1,670

535

865

600

1,563

600 2,930

4,730

600

865 305

600 1,677 1,440

535

865

600

1,563

600

865 305

2,930

600 1,677

4,730

1,440

535

865

600

1,563

600 2,930

4,730

600

865 305

600 1,677 1,440

1,400

600

1,563

600

865 300

2,930 4,730

300

FOR

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

25,210

A.02.2 B1

S A.03.1

GSPublisherVersion 0.1.100.100

SECOND FLOOR 1:125

DAN YARO AUDU (NIG) LTD

Layout ID A.01.7 SCALE: 1:125

Revision 02 DATE AUGUST,2020

N A.03.3

A.02.2 B1

Y10

Y11

Y12

Y13

518

5,422

230

5,652

518

5,652

934

518

5,652

518

5,652

484 450

635

Slope 5deg

507 11,670

DRAWING NOTES

B7 #LayID

21,793

3,902

5,103

Slope 5deg

6,048

Slope 5deg

321 284 293 292 282 282 245 275 276 282 272 282 179

Slope 5deg

450

E A.03.4

230

518

21,802

5,422

5,652

450 374

228

518

4,650

5,652

374

25,324

228

Revision History

Slope 5deg

609 891 609 891 891

609

609 891

X17

891

X16

609

450

X15

891

B7 #LayID

X14

609

X18

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

1,210 1,450

4,730 5,180

230

990 220 990

4,730

230

5,180

990 990

4,950 5,180

230

990 990

4,950

230

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

460

Date

A A.02.1

609

X13

Slope 5deg

X12

Change Name

3,699

Slope 5deg

X11

ChID

6,061

Slope 5deg

2,243 510

X10 A A.02.1

RevID

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE

5,180

B3 ABUJA

25,140

A.02.2 B1

S A.03.1

GSPublisherVersion 0.1.100.100

ROOF

1:125

Layout ID A.01.8 SCALE: 1:125

Revision 02 DATE AUGUST,2020

GENERAL NOTES

25mm Guage Stone Coated Ridge Cap. 25mm Guage Stone Coated Roofing Sheet 50X75mm Well Seasoned Termite Treated Hardwood Purlins @ 350 C/C 50X150mm Well Seasoned Termite Treated Hardwood Rafters @ 1200mm C/C 50X150mm Well Seasoned Termite Treated Hardwood King Posts @ 1200mm C/C

50X150mm Well Seasoned Termite Treated Hardwood struts @ 1200C/C 50X150mm Well Seasoned Termite Treated Hard Wood Tie Beam @ 1200mm C/C

Y10

Y11

Y12

Y13

200 100 300 426 600 469 443 184

443 184 896

CLOSET

+11,400 3 ROOF

DRAWING NOTES

+7,800

BEDROOM

+7,800 2 SECOND FLOOR

+7,800

BEDROOM

BALCONY

12,900

2,400 150

Revision History RevID

2,400

1,050

3,200 150

+4,200

150

+4,200

MAIN LIVING ROOM

3,450

+4,200

150

MAIN LIVING ROOM

ChID

Change Name

Date

+4,200 1 FIRST FLOOR

Approved Pattern Fully Architraved Purpose Made Security Door in Steel Frame

Project Status:

+600

450 150

+600

450 150

750 1,620

MAIN LIVING ROOM

3,450

1,080 150

+4,200

450 150

1,050

150

150 750 1,620

FAMILY LIVING ROOM

2,400

3,600

BALCONY

1000mm High Stainless Steel Handrail

1,080

100

300

443 184 896

Approved Pattern Plaster of Paris (P.O.P) Suspended Ceiling Deco. to Arc.'s Later Spec.

+600 0 GROUND FLOOR

-900 -1 FOUNDATION

Approved Tile Finish on 50mm Thick Cement/ Sand Floor Screed On 150mm Thick Reinforced BRC Oversite Concrete Slab on 2 Layers of Damp Proof Membrane

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE

450mm Well Compacted Hardcore/ Laterite Back Fill 450X230X230mm Hollow Sandcrete Block Foundation Wall Filled Solid with Weak Concrete Foundation to Structural Engineer's Details and Spec.

GSPublisherVersion 0.1.100.100

Building Section

1:125

B3 ABUJA

Layout ID A.02.1 SCALE: 1:125

Revision 02 DATE AUGUST,2020

GENERAL NOTES

X8 X9

X10

50X150mm Well Seasoned Termite Treated Hardwood struts @ 1200C/C 50X150mm Well Seasoned Termite Treated Hard Wood Tie Beam @ 1200mm C/C X11

X12 X13

X14 X15

X16 X17

X18

Approved Pattern Plaster of Paris (P.O.P) Suspended Ceiling Deco. to Arc.'s Later Spec. D-01 Detail

DRAWING NOTES +11,400 3 ROOF +10,650 BEDROOM

BATHROOM

STAIR HALL

BALCONY

Approved Pattern 1000mm High Stainless Steel Handrail

+7,800

+7,800 2 SECOND FLOOR

Revision History

D-03 Detail BALCONY

BATHROOM

BALCONY

+4,200

1.4mm Thick Aluminium Alloy Casement Window with 5mm Thick Tinted Glass

RevID

ChID

Change Name

Date

+4,200 1 FIRST FLOOR WC

KITCHEN

D-02 Detail

PORCH

Project Status:

FOR CONSTRUCTION +600

+450

+600 0 GROUND FLOOR

-900 -1 FOUNDATION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT

Approved Tile Finish on 50mm Thick Cement/ Sand Floor Screed On 150mm Thick Reinforced BRC Oversite Concrete Slab on 2 Layers of Damp Proof Membrane 450mm Well Compacted Hardcore/ Laterite Back Fill

GSPublisherVersion 0.1.100.100

Building Section

1:125

450X230X230mm Hollow Sandcrete Block Foundation Wall Filled Solid with Weak Concrete

FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.02.2 SCALE: 1:125

Revision 02 DATE AUGUST,2020

Y10

Y11

Y12

Y13

1,700

+11,400 3 ROOF

DRAWING NOTES

2,100

1,700

1,000

2,100

300

+10,500

150 350 100

800 100

150 350 100 869

1,800

727

100

1,050 W1

450

850 W3

1,050 850

+450

300

Project Status:

+450

FOR CONSTRUCTION +600 0 GROUND FLOOR

+450

Date

+4,200 1 FIRST FLOOR

2,100

900

Change Name

750

600 300

1,500

450

2,100

ChID

450

1,495

+3,300

Revision History RevID

+4,350 +3,750

+7,800 2 SECOND FLOOR

2,100

2,450

1,505

150

450

+7,650

-900 -1 FOUNDATION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

GSPublisherVersion 0.1.100.100

SOUTH ELEVATION1:125

Layout ID A.03.1 SCALE: 1:125

Revision 02 DATE AUGUST,2020

X8 X9

X10

X11

X12 X13

X14 X15

X16 X17

X18

100

100 150 350

+11,100

+11,400 3 ROOF

1,000

+7,800

150

+7,800

DRAWING NOTES

+10,500

2,850

+11,400

1,700

3,600

+10,650

150 350 100

1,700

1,400

299

1,358

100

143

+12,900

+7,800 2 SECOND FLOOR

ChID

Change Name

Date

600

850

+3,750

+4,200 1 FIRST FLOOR

3,150

150 3,450

1,000

150 3,600

1,000

+4,200

RevID

2,450

Revision History

Project Status:

FOR CONSTRUCTION 600

450 150

450

+450

Â±0

+600 0 GROUND FLOOR

-900 -1 FOUNDATION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

GSPublisherVersion 0.1.100.100

WEST ELEVATION 1:125

Layout ID A.03.2 SCALE: 1:125

Revision 02 DATE AUGUST,2020

Y12

Y11

Y10

+11,339

+11,400 3 ROOF

DRAWING NOTES

+10,200

300

150

800 100

689

239

274

1,399

1,286

Y13

300

1,050 150

150

2,100

Revision History W4

RevID

+4,500 +4,200

NORTH ELEVATION1:125

Change Name

Date

+4,200 1 FIRST FLOOR

+3,000

Project Status: Â±0

FOR CONSTRUCTION

+600 0 GROUND FLOOR

-900 -1 FOUNDATION

ChID

+900 450 450

+450

+7,800 2 SECOND FLOOR

+6,600

1,000

+8,100 +7,800

2,450

1,050 150

2,100

3,000

2,100

300

1,050 150

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.03.3 SCALE: 1:125

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020

X18

X17 X16

X15 X14

X13 X12

X11

X10

X9 X8

100mm CONC. COPING 100 100 150 350 746

+10,650

150

975 150

DRAWING NOTES

4,139

1,725

+11,400 3 ROOF

+11,100

2,850

961

343 611

100 300 150 350 345 1,055 100

150 350 100

1,700

100

+12,900

+7,800 2 SECOND FLOOR

FOR CONSTRUCTION

150 4,050

+600 0 GROUND FLOOR 450

150

Date

Project Status:

LEAD INNOVATIVE ARCHITECTURE

150

450

EAST ELEVATION 1:125

Change Name

+4,200 1 FIRST FLOOR

-900 -1 FOUNDATION

ChID

3,450

3,600 3,600

2,850

900 150

3,300

RevID

150

2,850

450

600

3,300

Revision History

5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.03.4 SCALE: 1:125

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020

DOORS SCHEDULE CODE

900

750

PLAN

900

QUANTITY

900

2,400

ELEVATION

2,400

DRAWING NOTES

750

Revision History RevID

W x H SIZES

DESCRIPTION

900×2,400

APPROVED ARCHITRAVED PATTERN WOODEN FLUSH PURPOSE MADE DOORS IN STEEL SECURITY WOODEN FRAMES DOORS

ChID

Change Name

Date

750×2,400

PVC DOORS Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE

LOCATION

LIVING ROOMS AND EXITS

BEDROOMS

WC'S

5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT

IES-03DOOR SCHEDULE

1:1

FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.04.1 SCALE: 1:1

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020

WINDOWS SCHEDULE

CODE PLAN

W2 1,200

3,000

W3 600

W4 450

3,000

1,200

600

1,500

2,100

ELEVATION

QUANTITY

2,100

DRAWING NOTES

450

Revision History RevID

W x H SIZES

3,000×2,100

1,200×2,100

600×2,100

450×1,500

SILL HEIGHT

300

900

DESCRIPTION

LOCATION

1.4mm THICK BLACK COLORED ALUMINIUM ALUMINIUM ALUMINIUM ALUMINIUM CASEMENT CASEMENT CASEMENT CASEMENT WINDOW, WITH WINDOW, WITH WINDOW, WITH WINDOW, WITH DOUBLE 5MM DOUBLE 5MM DOUBLE 5MM DOUBLE 5MM THICK (TINTED) THICK (TINTED) THICK (TINTED) THICK (TINTED) TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS

BEDROOMS

KITCHEN, BQ

IES-04 WINDOW SCHEDULE 1:1

GSPublisherVersion 0.1.100.100

LIVING ROOMS, MASTER BEDROOM, STAIRCASE, BEDROOMS

ChID

Change Name

Date

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT

BATHROOMS

FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.04.2 SCALE: 1:1

Revision 02 DATE AUGUST,2020

GENERAL NOTES

100mm R.C Coppinp on Party Walls 350

350

348

350

18mm Thick Stepped Tile Aluminium Ridge Cap

350 294

75mmX50mm Termite Treated Hardwood Timber Purlins @ 350mm C/C

838

DETAIL 1

350

613

150mm X75mm Termite Treated Hardwood Timber Rafters @1200mm C/C

1,409

100

150

SCALE 1: 20

1,200

1,470

280 282

150mmX100mm Termite Treated Hardwood King Posts @1200mm C/C

300 150

150mmX75mm Termite Treated Hardwood Tie Beam @ 1200mm C/C

SCALE 1: 20

DRAWING NOTES

150mm Thick R.C Slab 100mmX75mmX4mm Steel Posts @ 282mm C/C

D-01

Detail

1:50

Revision History RevID

ChID

Change Name

Date

Powder Coated Aluminium Casement Window 25mmX600mm Granite Kitchen Work 400mmX400mX8mm Unglazed porcelain Tiles on

150 300

900

50mm Sand cement Mortar on

FOR CONSTRUCTION

450

150

150 150

Project Status:

Damp Proof Membrane

LEAD INNOVATIVE ARCHITECTURE

450mmX230mm Foundation Block Wall to be Filled Solid with Weak Conc.

Project:

5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

D-02

DETAIL 2 SCALE 1: 20 GSPublisherVersion 0.1.100.100

Detail

1:50

Layout ID A.04.3 SCALE: 1:50

Revision 02 DATE AUGUST,2020

GENERAL NOTES

2,790

3,020

2,529 1,200

430

160

430

1,200

890 160

321

547 230 230

1,200

470

890

303

230

1,200

470

890

303

3,093

5,175

1,860

DRAWING NOTES

20no. 251mm R.C Tread

3,093

D-07 STAIRS FIRST FLOOR 1:75 1000mm high, 50mm dia. Stainless Steel Handrail 6mm Thick Clear Glass Baluster Fixed to Manufacturer's Details

2,400

D-04 STAIRS GROUND FLOOR 1:75

1,200

494

1,200

303

1,182

134

8 7 6

406 1,670 1,200

1,455

482

21no. 180mm R.C Riser

1,200

688

348 230

1,200

412

424

413

348

462

450mmX230mm Hollow Sandcrete Block Wall

230

118 107 251 251 251 251 251 247

4 3 2 1

1,200

758

1,200

230

383

230

4 3 2 1

406

112 95

20R x 180 19G x 251

8 7

395 251 251 251 251 251 251 251

20R x 180 19G x 251

5,370

20no. 251mm R.C Tread

2,116

5,093

1,860

359 251 251 251 251 251 247 255

6 161

1,455

1,200

1,200 395 251 251 251 251 251 251 251

2,116

4,516

20 19

DOWN

5,076

21no. 180mm R.C Riser

20 19

1 17 8 16

450mmX230mm Hollow Sandcrete Block Wall

DOWN

1,200

426

230 200

230

1,200

261 230

230

330

2,560

230

230 100

230

1,200

430

160

1,200

230

Revision History RevID

ChID

Change Name

Date

1,000

25mm Thick Marble Floor Tiles 251mm R.C Tread

180

180mm R.C Riser

510 180

150

+7,440

35mm Nosing

Project Status:

1,200

426

FOR CONSTRUCTION

3,450

450mmX230mm Hollow Sandcrete Block Wall

LEAD INNOVATIVE ARCHITECTURE 1,000 20no. 251mm R.C Tread

+4,200

150mmX1200mmX8mm Porcelain Tiles

+4,200

FOR

1,559 230 360

485

413

160

1,200

303

102

1,200

303

3,450

D-09 STAIRS SECOND FLOOR 1:75

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

15 3

371 295

RC 1483607

PROPOSED RESIDENTIAL DEVELOPMENT

+3,840

Approved Balustrade accesories fixed to Manufacturer's Details

1,571

494

600

5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

Project:

+4,200 +4,020

150

5,317

1,756

21no. 180mm R.C Riser

134

406

1,756 1,559

5,175

230

230 264

230 305

3,093

GSPublisherVersion 0.1.100.100

+7,800

2,450

430

323 197

430

509

547

441

114 111 251 251 251 251 251 247 255 227

430

1,200

197

1,200

230

1,200

395 251 251 251 251 251 251 251

160

430

1,200

230

150

+7,800

180

2,987

60mm dia. Newel Post Fixed to Manufacturer's Details

+780 +600

D-10 STAIRS SECTION

+600

1:75

Layout ID A.04.4 SCALE: 1:75

Revision 02 DATE AUGUST,2020

GENERAL NOTES

INSPECTION CHAMBER.

1525mm

1830mm

10.2 m 3

2745mm

2135mm

1830mm

9.63 m

2135mm

3660mm

51.0 m 3

3660mm

915mm

1830mm

2285mm

9.92 m

2285mm

840mm 15,727 1525mm

1905mm

12.75m 3

3,300

11,638

150x150mm concrete quality B 50x75mm rebate for covers.

120mm round channel

outlet.

1220

10,304

Sludge

760

230

Gate 2555

450

3,460 SECTION(SOAKAWAY PIT).

1537

192

150x150mm r. conc. beam

11,630

910

230

3920

610

DRAWING NOTES

hollow Blocks built on edge.

Revision History

450

RevID

Change Name

Date

Take-off point

Project Status:

FOR CONSTRUCTION

450

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

150

760

ChID

1538

14,630

2500

150

broken blocks and stone fillingsat bottom.

46,074

1,500

760 B 610

14,995

29,300

Gate 3,000

230

150

50mm thick hexagonal concrete interlocked tiles on consolidated literite earth filling on drive way.

1,730

230

150

620

150

entry

9,600

edge of 75mm thick concrete cover

150

18,455

230

16,774

150x150mm r. conc. beam

broken blocks and stone fillings etc.

5,905

3,300

PLAN. (INSPECTION CHAMBER).

2850 75mm precast concrete covers quality A reinforced with 914 mesh spm.

24,360

PROPOSED POULTRY ROOM

PROPOSED BUILDING entry

150mm thick concrete slab Quality B floor STAFF finish laid to BUILDING fall at 1:20. 6,345

7,158

300

3000

2,000

4,152

5,822

LONGITUDINAL 13,668 SECTION(SEPTIC TANK).

265

200mm Soil pipe Gradient 1:40

PROPOSED

PROPOSED FISH POND

500

SOAKAWAY PIT. 150

9,330

50x212mm m.s. strap built into block painted with bitumen.

230

12,182

1400

Car-park

50mm precast concrete baffle wall.

200mm dia. soil pipe to soakaway pipe laid to 1;40 gradient.

10,830

17,721

230mm block work filled with 1:10 concrete with 12mm rendering internally.

300

29,300

soil graded asbestos inlet pipe. 150mm concrete quality A

1830mm

6,030

150

900

Gate

1830mm

150mm Thick Rienforced Concrete Slab

step iron as required in manholes soil graded asbestos at 300mm ctrs 18mm dia. m.s. rods outlet pipe 600mm long U shaped bent and built into 150mm blockwork. 3,300 level of effluent.

short lengh of pipe

inlet.

SECTION. (INSPECTION CHAMBER).

450

6,517

GL.

1220mm

45,027

75mm precast concrete covers quality A reinforced with 914 mesh spm. 4,940

15,952

1220mm

100mm dia soil graded asbestos outlet pipe

SEPTIC TANK. 150x150mm concrete quality B 50x75mm rebate for covers.

450

1830mm

1220mm

910mm

450

760mm

910mm

ACCESS ROAD

610mm

150

1675mm

500

3.55

2745mm

150

15,060

7.65 m

gutter

5.30

1905mm

7,460

150

1220mm

gutter

3 5410mm

610mm

DIMENSIONS TYPE

1,070

3050mm

14.15

55 1220mm 15,5

gutter

utilization factor

200

1830mm

2285mm

6,230

610mm

5.10 m 3

7,460

2.55

1915mm

1220mm

3,800

2745mm

2285mm

2,730

2860mm

2.15

4440mm

3.54 m 3

gutter

2590mm

1.70

2285mm

1830mm

7,460

1370mm

5,140

1220mm

2,460

510mm

9,749

2360mm

150 450x450mm conc. cover.

17,479

1370mm

500

SCHEDULE (SOAKAWAY PIT).

7,730

450mm

150

1800

2030mm

1.50

3 2.55 m

3,437

10 15

DIMENSIONS

5,000

1.15 m 3

Volume Of Filtering Material And Soak Away Pit.

3,448

DIMENSIONS B

1,867

CAPACITY

1,057

NO. OF USERS

(SEPTIC TANK SIZES).

400

SCHEDULE

ACCESS ROAD

PLAN.(SEPTIC TANK).

3150

PLAN.(SOAKAWAY PIT).

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

JOB NO: JOB NO:

DATE: DATE:

JOB TITLE: CLIENT: JOB TITLE: CLIENT: MOHAMMAD ALKASIM PROPOSED FARM HOUSE ATAT PROPOSED FARM HOUSE MUHAMMED GARBA MrAHMAD AND Mrs Adebowale MUHAMMED GARBA PROPOSED RESIDENTIAL GWAZAYE BYBY TRAPCO, GWAZAYE TRAPCO, AIRPORT ROAD, KADUNA STATE DEVELOPMENT AIRPORT ROAD, KADUNA STATE DRAWING TITLE: DRAWING TITLE:

2015 AAW/013 AUGUST, 2014 14 JANUARY/ March AAW/013 AUGUST, 2014 S/NO. REVISION S/NO. REVISION

DATE DATE

SITE PLAN SOAKAWAY PIT

GSPublisherVersion 0.0.100.100

SOAK AWAY DETAIL 1 1:1.25

GSPublisherEngine 0.10.100.100 0.3.100.100 GSPublisherEngine GSPublisherEngine 0.0.100.100 GSPublisherEngine 0.3.100.100

GSPublisherVersion 0.1.100.100

CONSULTANTS: CONSULTANTS:

Osheidu

SCALE: SCALE:

TRIAD TRIADASSOCIATES ASSOCIATES ARCHITECTS+CONSULTANTS ARCHITECTS+CONSULTANTS 2929 RABAH ROAD, MALALI-KADUNA RABAH ROAD, MALALI-KADUNA 08034668222 08034668222

NOT TO SCALE DRAWN BY: DRAWN BY:

A.A.WAKIL A.A.WAKIL

APPROVED BY: APPROVED BY:

SHEET N0: SHEET N0:

A-19

001 AA-001 A07

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.04.5 SCALE: 1:1.25

Revision 02 DATE AUGUST,2020

DRAWING NOTES

Revision History RevID

ChID

Change Name

Date

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.04.6 SCALE: 1:1.05

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020

DRAWING NOTES

Revision History RevID

ChID

Change Name

Date

Project Status:

FOR CONSTRUCTION

LEAD INNOVATIVE ARCHITECTURE 5D KANTA ROAD, KADUNA, NIGERIA T E L : +2 3 4 7 0 3 8 0 5 1 1 0 9 , + 2 3 4 7 0 3 7 8 5 4 9 5 8 E M A I L : leadinnovativearchitecture@ gmail.c o m

RC 1483607

Project: PROPOSED RESIDENTIAL DEVELOPMENT FOR

DAN YARO AUDU (NIG) LTD

LOCATION; NO. 537, WUYE DISTRICT CADASTRAL ZONE B3 ABUJA

Layout ID A.04.7 SCALE: 1:1.05

GSPublisherVersion 0.1.100.100

Revision 02 DATE AUGUST,2020