Urban Construction Details by Humayun Ahmed

URBAN CONSTRUCTION Project Register BNV6116

Mohammed Johayer Ahmed Abdellah 14103935

Mohammed J A Abdellah 14103935

Mohammed J A Abdellah

BNV6116

Project number: 001-11A

Date : 14/03/18

Drawing number

Document / Drawing name

Initials

Issue record Rev

Project Address: Dale End, B4 7LN Birmingham

Distribution

Date

Name

A111

SUDS Plan

13/03/18

A112

Basement Plan Basement Plan - Grid

13/03/18

Basement Plan – Technical & Zones Basement – Fire Plan

13/03/18

A116

Ground Floor Plan

13/03/18

A117

Ground Floor Plan Technical Ground Floor Plan - Grid Ground Floor Plan - Zones Ground Floor Plan - Zones Ground Floor Plan – Fire Plan Level 1

13/03/18

A113 A114

A115

A118 A119 A120 A121

13/03/18

A124

Level 1 – Technical Level 1 – Grid

13/03/18

A125

Level 1 -Zones

13/03/18

A122 A123

Revision sheet

Issue record Rev

Date

Distributio n Name

Mohammed J A Abdellah 14103935

BNV6116

Level 1 – Fire Plans Level 2

13/03/18

Level 2 – Technical Level 2 – Grid

13/03/18

Level 2 – Zones Level 2 – Fire plan Level 3

13/03/18

Level 3 – Technical Level 3 - Grid

13/03/18

Level 3 – Zones Level 3 – Fire Plan Roof Plan

13/03/18

Roof Plan – Technical Roof Plan – Grid North Elevation East Elevation

13/03/18

A143

South Elevation West Elevation

13/03/18

A144

Section A-A

13/03/18

A145

Section B-B

13/03/18

A146

Room Type A

13/03/18

A147

Room Type B

13/03/18

A148

13/03/18

A149

Room Type B - Technical 3D renders

24/05/18

A150

3D renders

24/05/18

A151

3D renders

24/05/18

A152

SUDS plan

24/05/18

A153

Roof to Wall

24/05/18

A126 A127 A128 A129 A130 A131 A132 A133 A134 A135 A136 A137 A138 A139 A140 A141 A142

Mohammed J A Abdellah 14103935

BNV6116

A154

Roof to Wall

24/05/18

A155

Intermediate Floor to wall Ground Floor to Wall Window Details Roof Drainage System Retention Tank

24/05/18

A156 A157 A158 A159

URBAN CONSTRUCTION CDM BNV6116

Mohammed Johayer Ahmed Abdellah 14103935

Construction Design &Management CDM Regulations The regulation covers all aspects of health, well-being and safety regarding construction projects. The documents aim to reduce risks and identify them before construction commences on site. The documents cover the relevant laws which apply to the construction phases from initiation to hand over. The document also provides everyone with information in regards to what rules they must comply with in order for the project to comply with relevant health and safety rulings.

Principle Designer The role of a principle design is the person who is responsible for the pre-construction phase of the project in regards to design and health and safety. Their responsibilities include… • • • • • • •

Advise client to bring design information (If not part of the design team) Assembling design information in order to create health and safety files for client and other disciplines. Ensuring project and staff comply with laws which regulate health and safety in construction. Planning and managing the pre-construction documents regarding CDM. Ensuring everyone is engaged and informed about the dangers Work to eliminate risks and advise against any foreseeable risks which may occur. Produce a risk register highlighting the risks.

Risk Management Steps to reducing risks. 1. 2. 3. 4.

Identifying the hazard and informing others. Making a decision on who the hazard can affect. Inform others. Evaluate the risks and what can be done about the risk. 5. Record the findings and register them. 6. Review the findings in time and make updates if needed.

Construction Design &Management

Person at risk

Moving materials and site logistics.

Pedestrians and workforce at risk

Materials damaged

N/A

Falling from height

Pedestrians and workforce at risk

Risk Rating

Severity

Risk

Likelihood

Ref no.

Effect

Action

risk of being injured by moving vehicles and site operations.

Separate public and visitors from the site in order to protect them. Can be achieved using hoarding. - Establish security procedures in case of an emergency. - Use appropriate warning signals. - Materials not stored on site and should be transported in a safe and secure manner. - Materials should be protected from the weather

Additional expenses for client. - Delay in work. - In worst case materials, may need to be changed. - Report risk. - Can have implications for all including public if near the location. - Report risk.

Site should be clear of any hazards and injuries. - Hazards should be reported to site manager. - Appropriate PPE supplied and training. - Person should be competent to complete the task. - Site conditions should be

Construction Design &Management

Objects falling from heights

4 5

Pedestrians and workforce at risk

Cleaning of glazing

Pedestrians and workforce at risk

Installation of glazing

Weather

Pedestrians and workforce at risk

inspected to ensure they are suitable for work and remediated if needed. - Structural elements must be secured to ensure they do not fall. - Using PPE to protects against objects falling. - Correctly lifting goods and materials up with proper techniques. - Ensure weather is suitable before commencing any. This Includes wind speeds, rain and snow. - Correct PPE and harness used. - The glazing will be cleaned by a member of the management team will use mobile platform and use a telescopic window cleaning kit. -

Falls and increased as potential accidents is more likely to occur.

Work schedule will require revising and site conditions inspected to be

When installing the glazing units, it is essential they are installed using sucker pads and carefully position. - Also, store sucker pads in a dry location to prevent any damage. Not applicable.

Construction Design &Management suitable for work to recommence. 8.

Failing building elements Site access

Pedestrians and workforce at risk

Site access needs to be operative

10.

Site hoarding maintenance

Pedestrians and workforce at risk

Needs to protect the public from site.

11.

Falling from incomplete or fragile roofs

Site access needs a gateman to operate the routes and manage visitors and public. - Site hoarding needs to be well maintained in order to prevent public entering the site. -

dS qu ar e

38 t

Bannatyne's Health Club and Spa

o 40

TCB

42 t

Masshouse Circus Car Park

o 44

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask.

Mclaren Building

TCB

W alk

Pr ior y

2 t o1 4

DA LE EN D

In unexpected situations, the storage water may overflow and in this case can be slowly let out to mains.

Rainwater tanks connect from all outlets to drain water to main SUDS pond

o 1t

Rainwater harvesting tanks located below ground and will be connected to drainage outlets from green roofs to store water

DA LE EN D

Bank

TCBs

Shelter

Kings Parade

1 to

HIGH S TREET

50 to 54

Shelters

SUDS Plan 1 : 500

MEE TING STR EET

Pre sby

12 to 26

NEW

Gateway House

Shelter

St M i Ca chaels tho lic C hur ch

OUS E

LAN E

Hotel

Shelter

DRAWN BY MJAA

et Stre t r e Alb

CHECKED BY DATE PL

SCALE (@ A1) 1 : 500

El Sub Sta

Park Street Gardens

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A152

PLANNING PROJECT

Student Accommodation

Car Park

LBs

ST RE ET 38 28 to

AL BE RT

MAS SH

Priory Square

Date Appr.

MO OR ST RE ET QU EE NS WA Y

Shopping Centre

Notes

Masshouse Plaza

Greywater storage tanks located underground at the rear of the building. Waste is stored and filtered to be used for activities such as flushing.

23 to 15

The Square

Rev.

l te rs

Post Office

THE PRIO RY Q UEE NSW AY

Sh e

TITLE

SUDS plan

CLIENT

BSBE Developments REV CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask. Rev.

Notes

Date Appr.

2 A154

2 A157

2 A155

DRAWN BY MJAA 2 A156

CHECKED BY DATE PL

SCALE (@ A1) 1 : 125

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A153

PLANNING Section A-A Details

PROJECT

1 : 125 ---

Student Accommodation

TITLE

Section/ Detail location

CLIENT

BSBE Developments REV CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

Wall to Roof 1 : 50

CEF 1.5mm Galvenised steel capping flashing

A. Eaves Detail

CEF Capping fixings

CEF 1.5mm Galvenised steel capping support

Roof retention trim

Rev.

Notes

Date Appr.

Retention tim fixings

Metsec 100mm steel framing system fixed to plaster board

Bauder root barrier

Celotex 50mm insulation

Bauder G4 eunderlay Bauder VB20 Vapour Control Layer

Proteus aluminium mullion

Bauder nail layer

Proteus Isolation packer

Structural exterior plywood

Proteus continuous top hat

Celotex 100mm insulation

Icopal sarking layer Selkent top-hat fastners

Cembrit 13mm cement particle board

Proteus Rainscreen cladding panel Proteus Rainscreen honeycomb core Proteus Rainscreen cladding panel back skin

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask.

Bauder gravel 60mm

45 mm

72 mm

50 mm 13 mm

100 mm 15 mm

A. Eaves Detail 1:2

40mm Seedom 40mm Earth

Bauder drainage layer Sika-Trocal ply membrane

DRAWN BY MJAA

SCALE (@ A1) As indicated

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A154

Celotex insualtion 150mm

Sica-Trocal S-VAP 5000E SA vapour control layer Berk-eng concrete fill

PLANNING

Bauder nail sealing layer Tata Steel ComFlor 46 metal decking

B. Roof Detail Steel bracket fixing to concrete Kingspan structural cleat 95mm deep

Mayplas tissue faced acoustic infill 572

PROJECT

Student Accommodation

TITLE

Cleat Structural fixings

Westok Kloeckner 300mm Cellular beam

Roof Detail 1:5

CHECKED BY DATE

Kingspan structural bracket fixing Kingspan structural bracket Suspended celing fixing

SIG Suspended ceiling

B. Roof Detail 1:5

Roof to Wall

CLIENT

BSBE Developments REV CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

T T

A. Intermediate floor Concrete fill Shear studs

13 mm 15 mm 100 mm

50 mm

72 mm

45 mm

Steel rebar Gypsum 15mm plaster board

FFL

Metsec 100mm steel framing system fixed to plaster board

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask. Rev.

Notes

Date Appr.

Celotex 100mm insulation

Cembrit 13mm cement particle board Proteus aluminium mullion Meal decking

Icopal sarking layer

Steel beams

B. Wall Detail

This is only a 3D repersentation of a upper floor construction

Upper floor & Wall Connection

Proteus hook fixing

1 : 10 Proteus fixing bracket

Metsec 100mm steel framing system fixed to plaster board

Selkent top hat fastners

Trada timber joist to be specified by Engineer

RH Nuthall backerod gasket 10mm Proteus Isolation packer

Russwood large timber flooring 15mm

DRAWN BY MJAA

CHECKED BY DATE PL

SCALE (@ A1) As indicated

Proteus bracket fixing Visqueen DPM Eco-membrane

Selkent top hat fastners

Celotex 100mm Rigid PIR Insulation

Proteus continuous top hat

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A155

Visqueen DPM Eco-membrane Gypsum plaster board 15mm

Berk-eng concrete fill Tata Steel ComFlor 46 metal decking

PLANNING

Mayplas tissue faced acoustic infill 572

Celotex 50mm insulation

Westok Kloeckner 300mm cellular beam

PremSkirting chamfered 10mm

Proteus Rainscreen cladding panel

Kingspan structural cleat 95mm deep

Proteus Rainscreen honeycomb core

PROJECT

Student Accommodation

TITLE

Cleat Structural fixings

Proteus Rainscreen cladding panel back skin Wall fixing

Suspended celing fixing

Timber plate 100x20mm

SIG Suspended ceiling

Intermediate Floor to Wall

CLIENT

BSBE Developments REV

A. Intermediate Floor

B. Wall Detail

1:5

1:2

Icopal sarking layer

CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

Foundation A. Ground slab to wall

1 : 100

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask.

Concrete pile foundation and pile cap

B. French Drain

Rev.

Notes

Date Appr.

Foundation Detail 1 : 20

C. Pile Collar

Senior Architetural systems SCW+ curtain wall mullion Grout packing

Washer 30mm diammeter

Anchor steel base plate

3D visualisaiton of a concrete spacer holding steel rebar.

Visqueen waterstop mastic Visqueen VX90 trianular waterstop Visqueen foundation tanking membrane Sand binding

Senior Architetural systems SCW+ curtain wall cill

155 mm

FFL

SSL

Drip flasing extended to allow drainage 155mm to allow for rain bounce

Rebar by KB Rebar Steel

DRAWN BY MJAA

Earth

Concrete foundation by Berk-eng concrete fill

CHECKED BY DATE PL

SCALE (@ A1) As indicated

Marshalls permeable concrete paving 600x60mm

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER Mfindllc foundation threaded bars

A. Ground slab to Wall 1:5

Rebar by KB Rebar Steel Alternative column to foundation connection available for contractors prefrence

C. Pile Collar Newton 410 Geodrain Geo-textile membrane

A156

1:5

PLANNING

DOW Styrofoam extruded polystyrene (XPS) Insulation 100mm

PROJECT Steel column Fillet weld

DOW drainage slot line

Concrete foundation by Berk-eng concrete fill

Student Accommodation

Visqueen HP tanking membrane (SAM)

TITLE Newton 410 Geodrain Geo-textile membrane

Ground Floor to Wall

Base plate

CLIENT

Nut and washer Grout Earth

Concrete foundation

100mm diameter PVC perforated drainage pipe

Anchor bolt/ theaded bar

Soft grade gravel surrounding french drain Anchor nut

B. French Drain 1:5

BSBE Developments REV CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

window

1 : 50

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask.

A. Window Head RH nuthall rubber gasket

25mm Rockwool insulation

Rev. Pilkington Insuligh therm glazing 4mm

Notes

Date Appr.

Timberplate window cill Timber 100x20mm

RH nuthall rubber gasket Pilkington cill Window dip flashing

Metsec 100mm steel framing system fixed to plaster board

Sarking layer Celotex 50mm insulation

Proteus Rainscreen cladding panel Proteus Rainscreen honeycomb core Proteus Rainscreen cladding panel back skin Proteus Isolation packer Proteus bracket fixing Selkent top hat fastners

Window Cill

Celotex 100mm insulation Icopal sarking layer

Cembrit 13mm cement particle board

Proteus hook fixing

1:2

DRAWN BY MJAA

Proteus Rainscreen cladding panel back skin

Proteus aluminium mullion

A. Window Cill

Celotex 50mm insulation

Icopal sarking Proteus Rainscreen cladding panel layer Proteus Rainscreen honeycomb core

Proteus continuous top hat

Window Detail 1 : 10

Gypsum 15mm plaster board

Gypsum 15mm plasterboard

Proteus Isolation packer

Celotex 100mm insulation

Proteus bracket fixing

Cembrit 13mm cement particle board

Selkent top hat fastners Ventilation zone

CHECKED BY DATE PL

SCALE (@ A1) As indicated

PROJECT NUMBER 001-11A

DRAWING NUMBER

A157

Metsec 100mm steel framing system fixed to plaster board

Proteus continuous top hat

24/05/18

PLANNING PROJECT

Proteus hook fixing

Icopal Sarking layer

Student Accommodation

TITLE Flashing to prevent water ingress and create shadow groove

RH nuthall rubber gasket

Timber panel fixings to steel framing system

Pilkington window head

Pilkington Insuligh therm glazing 4mm

B. Window Head 1:2

Timber panel

Window Details

CLIENT

BSBE Developments REV

25mm Rockwoll Insulation

RH nuthall rubber gasket

CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

A. SUDS Gutter NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask. Rev.

Roof SUDS Detail

Notes

Date Appr.

40mm Seedom

1:5 40mm Earth

SIka-Trocal S Leafguard

SIG metal backed single ply memebrane

Bauder drainage layer

Rainwater weepholes

Sika-Trocal ply membrane

Sika-Trocal outlet injection moulded for roof drainage

DRAWN BY MJAA

CHECKED BY DATE PL

SCALE (@ A1) As indicated

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A158

SIka-Trocal S membrane welded to metal backed memebrane

PLANNING

Celotex insualtion 150mm

PROJECT

Sica-Trocal S-VAP 5000E SA vapour control layer

Student Accommodation

Bauder nail layer Steel bracket fixing to concrete

TITLE

Roof Drainage System

Bracket Fixing to concrete

CLIENT

Tata Steel ComFlor 46 metal decking

BSBE Developments

Mayplas Tissue Faced Acoustic Roof Slab 572

REV

110 diammeter pipe for rainwater outlet leading to rentention tank

A. SUDS gutter deail 1:2

CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007

A. Water Tank

B. Filtration Tank Steel clamp to visqueen geotextile membrane Connecting pipes to storage tank

Newton 410 Geodrain Geo-textile membrane

NOTE: Copyright in this drawing remains with URBAN CONSTRUCTION. This drawing cannot be loaned or distributed without consent. Please do not scale the drawing. Ask. Rev.

Notes

Date Appr.

Pipe adapter Eco block drainage structure

Section view of sloped inlet pipe to drainage structure

Retention Tank Detail 1 : 10 Newton 410 Geodrain Geo-textile membrane to be wrapped around

PVC Access Riser and FRP Lid Eco Bloc Drainage Structure

Roof or permeable drainage inlet

Tank Detail

Filter

Overflow outlet

DRAWN BY MJAA

A. Water Tank

B. Filtration Tank

1:5

CHECKED BY DATE PL

SCALE (@ A1) As indicated

24/05/18 PROJECT NUMBER 001-11A

DRAWING NUMBER

A159

Transition pipe to be sloped in accordance to contractors calculations

Outlet pump line

PVC access riser and lid

Lifting handles

Strap to be aligned and postioned for tank drop off

PVC access riser and lid

PLANNING Filter is to be connetced toa clean out basin incase of over flow or to an overflow outlet to reduce pressure on filter and retention system

PROJECT

Student Accommodation

Precast Filtration Vault

Rain water input from roof and permeable paving

TITLE Overflow Outlet from filter to clean out basin

Tank anchor fixing to concrete Prefabricated deadman anchors

Tank detail 1:5

Surrounded by gravel

RainFlo 30,000 gallon underground fiberglass rainwater harvesting system

Tank Section 1:5

1:2

CLIENT

BSBE Developments

Graf Industrial Optimax XXL Filter

Graf Filter

Retention Tank

REV Water outet from GRAF Filter to tank

CONTACT DETAILS 8 Wright Street B11 9BA, Birmingham West Midlands Mohammed.Abdellah@mail.bcu.ac.uk Tel: 0121 773 9807 Fax: 0121 773 9007