PLANS, DETAILS AND MATERIALS FINAL PROJECT

Final Project Course 2014/2015 Group S3 A14

ANNEX.

Table of contents:

PROJECT DESCRIPTION

PLANS

BLOCK A

Basement

Ground Floor

Roof

Elevations East and West

Elevations South and North

Plumbing basement

Plumbing Ground Floor

Ventilation Basement

Ventilation Ground Floor

BLOCK B

Basement

Ground Floor

First Floor

Roof

Elevation East

Elevation North

Elevation South

Elevation West

Heating Basement

Heating Ground Floor


Heating First Floor

Heating First Floor

Plumbing Basement


Plumbing First Floor



Ventilation First Floor

BLOCK C

Basement

Ground Floor

First Floor

Plumbing Basement


Plumbing First Floor



Ventilation First Floor

DETAILS:

Block B

Block C


MATERIALS

BLOCK A:

Ventilated Faade

Green House

Heat Pump

Insulation

Roof

Ventilation Unit

BLOCK B

Aquapanel

Heat Pump

Insulation

Living Wall

Ventilation Unit

BLOCK C

Heat Pump

Solar tank

Ventilation Unit

Insulation

Solar Panels

BE-10 CALCULATION

LITERATURE

PROJECT DESCRITION FINAL PROJECT

Mnica Bada Marn (216403)

Sara Briz Cristobal (217107)

Jorge Prez Lzaro (216425)

Ana Surez-Bustamante (216437)

Final project

1

TABLE OF CONTENTS

PROJECT DESCRIPTION ............................................................................................................................. 2

1 Background ...................................................................................................................................... 2

2 Choice of this Project ....................................................................................................................... 3

3 Purpose............................................................................................................................................ 4

Problem formulation ............................................................................................................................... 5

4 Methods and model ......................................................................................................................... 6

5 Delimitation ..................................................................................................................................... 6

5.1 Building registration ................................................................................................................. 6

5.2 Building renovation .................................................................................................................. 7

5.3 Economic Feasibility Study. ....................................................................................................... 7

5.4 Conclusion ................................................................................................................................ 7

Activities that are not included: ........................................................................................................ 7

6 Time schedule ................................................................................................................................. 0

7 Agreement ....................................................................................................................................... 0

Final project

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PROJECT DESCRIPTION

1 BACKGROUND

The present Project will be part of Interdisciplinary Project:

NAME ECTS HOURS OF WORK

Sara Briz Cristbal 18 ECTS 486 hours of work

Mnica Badia Marin 18 ECTS 486 hours of work

Ana Surez-Bustamante 18 ECTS 486 hours of work

Jorge Prez Lzaro 18 ECTS 486 hours of work

Sara Briz Cristbal is a Building Engineer. She has acquired knowledge from her

home university, Universidad Politcnica de Madrid, about sustainability

construction, building renovations, etc. and one semester at VIA studying several

aspects about buildings installations, energy resources and sustainable

construction solutions.

Mnica Badia Marin is a Building Engineer specialized in interior refurbishment.

She took his degree in EPSEB, in the Polytechnic University of Catalonia, UPC, in

Barcelona from 2009 to 2014; and one semester at VIA studying several aspects

about buildings installations, energy resources and sustainable construction

solutions.

Ana Surez-Bustamante is a Spanish student who finished her last semester of

Architectural technology and Construction Management in the Technical

university of Ostrava (Czech Republic). After that, move to Horsens to continue

studying, at VIA University College, the Bachelor of Civil Engineering, in energy

specialization, as credit transfer student. She is following courses such as energy

renovation and indoor environment.

Jorge Prez Lzaro studied last 5 years in Architectural Technology at

Universidad Politcnica de Madrid. He did the last semester at VIAUC doing his

final project. He really likes VIA atmosphere so he decided to continue study

here to get a civil engineer degree. Actually doing his second semester in

energy specialization.

Final project

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2 CHOICE OF THIS PROJECT

Building energy efficiency is the first step toward achieving sustainability in buildings and organizations.

Energy efficiency helps to reduce environmental footprints, and increase the value and competitiveness

of buildings.

Energy is a limited source so it has to be used consciously, minimizing environmental impact and

maximizing economic savings. Despite this, energy consumption is very important regarding construction

field, to ensure liveability and adequate welfare. The target, within energetic politic of the European

Union, is to increase energy efficiency in a 20% by 2020. This includes improving the efficiency of energy

use, energy demand management and renewable energy.

Improvements of the buildings energy efficiency as a measure of economic savings and to minimize

environmental impact will not only be applied to new constructions, also to old buildings through

thermal envelope, refurbishment and installations analyze, to ensure comfort and safety conditions.

As result, a good option would be to carry out a comprehensive technical and economical study of the

building, ending up with an investigation of new materials, and installation systems which could make us

achieve the goals settled.

We have chosen this topic because we are really interested in energy efficiency, sustainability and how

green resources will change the concept of construction in a near future. Moreover, we think it could

be a good option to focus in for our professional career.

Final project

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3 PURPOSE

The proposal of this project is to study the energy consumption of three residential buildings in

Mosegrdsparken, Odense. In order to reduce the energy consumption of the old buildings, it has to be

compared the different materials, construction solutions and energy resources, following the Danish

building regulation.

The project is set up by three different types of buildings (A, B and C) built in the 50s. The A type is a

one floor family house and basement, hipped roof. Six dwellings make up the building type. The type B

consist on duplex houses, five per building, with a garage per each dwelling and common basement.

Finally, type C is a five floors building and basement, with ten apartments per floor.

All the materials and energy systems will be conscientiously analyse and afterwards will renew, change

or add them. To develop the purpose, several solutions will be studied in each building typology,

choosing the most suitable one according to their properties.

As a result, they would be transformed into friendly environmental and low energy new buildings:

Ilustration IV. Building site plan

Ilustration II. Elevation Building A

Ilustration II. Elevation Building B

Ilustration III. Elevation Building C

Final project

5

PROBLEM FORMULATION

WHAT IS THIS PROJECT ABOUT?

The aim of this project is try to reduce the energy consumption of the building making an energy

renovation and providing them with new renewal energy structures to produce their own energy.

For that purpose we are going to make a study of the old building and suggest the better way to reduce

the energy consumption, changing the principal installations like: heating, ventilation or domestic hot

water and adapting them to the new legislation. Following the main purpose, the insulation will be

studied and changed in order to reduce the energy demand of the house. Finally some renewal energy

systems suppliers will be installed to provide their own energy.

Therefore, the scope will not be focus in the faade or external apparience of the buildings. They will be

remained as in the beginning of the project, there will be only little modifications related with intallation

shafts or daylight (it will be see during the project carry out).

The distribution is not going to be changed neither, the energy supplyed and the materials will be

updated as the ones used in contemporary buildings, as far as it will be possible. It will be the challenge

of the project, renovate the buildings in order to keep as much old components as possible and get the

best efficiency. This decision influences directly in the ecomical feasibily of the project too, due to

following this idea the final budget will be lower.

According to the aim of this project we come up with this project formulation:

What is the conditions and energy demand of the current building?

What renewal sources will be the most suitable for this project?

What types of thermal insulations are more effective to improve the energy demands?

How the installation systems could be improved?

What are the energy savings after the renovation?

Final project

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4 METHODS AND MODEL

The project will be design using several computer programs as:

- Design programs: Revit, Autocad, SketchUp, Photoshop, 3D Studio.

- BE 10

- Planning and management programs: MSProject

- Office programs: Excel, word, powerpoint

In addition to this IT programs, sources as websites, books, magazines, articles, and part from

our own knowledge will be used.

5 DELIMITATION

5.1 BUILDING REGISTRATION

Drawings (elevation plans, cross section, floor plan, measurement plan) using programs such as

AutoCAD, Revit, Sketch Up.

Materials: Registration of the actual building materials, describing each construction elements

composition (roof, faade, floor surface, carpentry).

Installations: Registration of existing installation, including drawings.

Ventilation: Analyze of the system used, drawing plans.

Plumbing: Analyze of the system used, drawing plans

Waste water: Analyze of the system used, drawing plans.

Envelope analyzes.

Conclusions of actual building energy demands, summing up with the improvements we have to

make to our building to achieve the 40% of energy savings.

Final project

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5.2 BUILDING RENOVATION

The project has three different residential buildings, with different structures, design and properties.

Also the buildings are different located on the site, which means there are different requirements

when it comes to working on one's choice of options. For these reasons, it will be necessary to study

the buildings separately and choose the best solution for each one:

Materials. Investigation of new materials with special properties that will help us achieves our

goal.

o Find three differents solutions of the externall wall to use one in each building.

o Find three differents solutions of the roof to use one in each building.

Installations. Research three differents solution for the installations to use in each building:

o Ventilation system

o Heating system

o Hot domestic water

5.3 ECONOMIC FEASIBILITY STUDY.

5.4 CONCLUSION

Activities that are not included:

The project is mainly based on energy topics. Structural aspects are not considered.

The aspects of BR 10 that are not related with saving energy, such as fire protection, sound

isolation, cover isolation, etc. are not taking into account.

Finally, the design of the building is kept because the purpose of the project is the energy

aspects.

6 TIME SCHEDULE

7 AGREEMENT

Dissertation tittle: Energy renovation of three builings project

Consultant: Torben Clausen

Students

All rights reserved no part of this publication may be reproduced without the prior permission of the

autor.

Note: this disertationwas completed as part of a Bachelor of Civil engineering degree course no

responsibility is taken for any advice, instruction or conclusion given within!

Mnica Bada Marn

Sara Briz Cristobal

Jorge Prez Lzaro

Ana Surez-Bustamante

Date/signature:

Date/signature

Date/signature

Date/signature

Torben Clausen Date/signature:

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INSERT PROJECT NAME

PLUMBING BASEMENT

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BUILDING COMPONENTS

BASEMENT WALLS- 390 mm Concrete- 120 mm Mineralwolle Insulation- Bituminous layer

BASEMENT SLAB- 15 mm Cement screed- 100 mm Light weight concrete- 150 mm Gravel- 26,5 mm Ground

RENOVATION LIVING WALL- 10 mm Gypsum plaster- 108 mm Light weight concrete- 40 mm Coverrock- 44 mm Fill- 108 mm Brick- 2 mm Vapour barrier- 120 mm Mineralwolle WLG032- 12,5 mm Aquapanel cement board outdoor- 30 mm Air- 150 mm Rockwool

GROUNDFLOOR- 25 mm Wood wool panel- 100 mm Common beech- 50 mm Cork- 100 mm Concrete

U-Value= 1,19 W/mK

U-Value= 0,107 W/mK

RENOVATION WALLS- 10 mm Gypsum plaster- 108 mm Light weight concrete- 40 mm Coverrock- 44 mm Fill- 108 mm Brick- 2 mm Vapour barrier- 120 mm Mineralwolle WLG032- 12,5 mm Aquapanel cement board outdoor

U-Value= 0,185 W/mK

U-Value= 0,466 W/mK

CEILING- 150 mm Coverrock- 150x70 mm Oak batts- 15 mm Laminaton- 2 mm Gypsum plaster

U-Value= 0,295 W/mK

ROOF- Oak roof trusses- Ceramic tiles finish layer

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U-Value= 1,19 W/mK

U-Value= 0,107 W/mK


U-Value= 0,185 W/mK

U-Value= 0,466 W/mK


U-Value= 0,295 W/mK


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U-Value= 1,19 W/mK

U-Value= 0,107 W/mK


U-Value= 0,185 W/mK

U-Value= 0,466 W/mK


U-Value= 0,295 W/mK


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U-Value= 1,19 W/mK

U-Value= 0,107 W/mK


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U-Value= 0,466 W/mK


U-Value= 0,295 W/mK


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HEATING PLAN BASEMENT

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DATE:

Asindicated


HEATING PLAN FLOOR

Author

12/07/14

H02

H02


1 : 50HEATING FLOOR DWELLING

1 : 50HEATING SHAFT SECTION 2

HEATING SUPPLY

HEATING RETURN

HEATING SYSTEM

2P00


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


PLUMBING PLAN BASEMENT

Author

12/07/14

P00

P00


1 : 25PLUMBING AND HWT BASEMENT

DOMESTIC COLD WATER

DOMESTIC HOT WATER

WATER AND SEWER SYSTEM

SANITARY SYSTEM

DW

R

E

F

.

2P01


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


PLUMBING PLAN GROUNDFLOOR

Author

12/07/14

P01

P01


1 : 50SECTION SHAFT PLUMBING

1 : 25PLUMBING GROUNDFLOOR DWELLING

DOMESTIC COLD WATER

DOMESTIC HOT WATER


SANITARY SYSTEM

2P02


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


PLUMBING PLAN FLOOR

Author

12/07/14

P02

P02


1 : 25PLUMBING FLOOR DWELLING

1 : 50SECTION SHAFT PLUMBING 2

DOMESTIC COLD WATER

DOMESTIC HOT WATER


SANITARY SYSTEM

2V00


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION PLAN BASEMENT

Author

12/07/14

V00

V00


1 : 50VENTILATION UNIT

MECHANICAL SUPPLY

MECHANICAL EXHAUST

VENTILATION SYSTEM

DW

R

E

F

.

1V01


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION PLAN GROUNDFLOOR

Author

12/07/14

V01

V01

1 : 50VENTILATION GROUNDFLOOR DWELLING


1 : 50SECTION VENTILATION SYSTEM

MECHANICAL SUPPLY

MECHANICAL EXHAUST

VENTILATION SYSTEM

2V02


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION PLAN FLOOR

Author

12/07/14

V02

V02


1 : 50VENTILATION FLOOR DWELLING

1 : 50SECTION VENTILATION SYSTEM 2

MECHANICAL SUPPLY

MECHANICAL EXHAUST

VENTILATION SYSTEM

58452.54

27720 1320 240 1320 8640.15 1320 359.85 1320 1680 2400 680 2400 1660 1320 260 1320 1620 2400 472.54

43.55 mBycicle parking

3.62 mRoom

3.5 mRoom

2.23 mRoom

2.51 mRoom

3.44 mRoom

2.94 mRoom

3.13 mRoom

3.66 mRoom 3.5 m

Room

2.99 mRoom

2.81 mRoom

1.59 mRoom

1.91 mRoom

2.65 mRoom

3.08 mRoom

2.26 mRoom

1.91 mRoom

4.97 mRoom

8.71 mRoom

3.09 mRoom

5.2 mRoom 3.2 m

Room

13.26 mDrying room

13.02 mTechnical room

8.44 mIroning room

3.4 mToilet

12.66 m

Drying and washingroom

3.4 mToilet

8.85 mWashing room

12.01 mIroning room

4.08 mRoom

3.86 mRoom

2.92 mRoom

3.11 mRoom

3.65 mRoom

2.79 mRoom

2.97 mRoom

3.48 mRoom

3.45 mRoom

3.19 mRoom

3.21 mRoom

4.51 mRoom

4.44 mRoom

3.19 mRoom

3.91 mRoom

3.85 mRoom

4.05 mRoom

4.11 mRoom

3.35 mRoom

3.06 mRoom

3.11 mRoom

2.28 mRoom

2.25 mRoom

1.9 mRoom

1.94 mRoom

2.8 mRoom

2.97 mRoom

3.14 mRoom

3.17 mRoom

64.22 mBycicle parking

3.3 mRoom

3.3 mRoom

4.6 mRoom

11.73 mIroning room

12.68 mRoom7 m

Room18.27 m

Room

18.27 mRoom

11.51 mRoom

6.66 mRoom

3.13 mRoom

8.46 mRoom

11822.3 35006.14 11753.06

2

3

1

5

.

9

3

9

0

0

2

2

4

5

1

2

5

0

6

5

4

0

.

6

1

3

2

5

1

.

5

3

1

1

9

7

5

1

2

7

6

.

5

3

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

TYPE PROJECTNAME

Basement floor-new building

Author

12/11/14

00

TYPE CITY

00

1 : 10001 Basement

DN

UP

DN DN DN DN

4522.54 1440 120 1440 1620 2400 600 2400 1782 1440 120 1440 1358 2400 700 2400 1620 1440 120 1440 1620 2400 600 2400 1620 1440 120 1440 1620 2400 680 2400 1620 1440 120 1440 1560 2400 485

1

3

9

5

1

4

4

0

6

3

3

6

.

5

3

2

4

0

0

1

6

3

5

9688.54 1400 741.3 713.3 1400 1646 2030 3696 1400 1480 1400 1472 2030 3870 1400 1480 1400 1472.62 2030 3937.38 1400 741.3 713.3 1400 7260 1400 955

58607.54

2165

1

3

2

0

6

.

5

3

5

5

6

9

.

1

3324.37

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

TYPE PROJECTNAME

EXAMPLE SHEET

Author

02/16/09

001

TYPE CITY

001

1 : 10002 Groundfloor, terrain

UP

4522.54 1440 120 1440 1620 2400 600 2400 1782 1440 120 1440 1358 2400 700 2400 1620 1440 120 1440 1620 2400 600 2400 1620 1440 120 1440 1620 2400 680 2400 1620 1440 120 1440 1560 2400 485

9688.54 1400 741.3 713.3 1400 7372 1400 1480 1400 7372 1400 1480 1400 7440 1400 741.3 713.3 1400 7260 1400 955

1

3

9

5

1

4

4

0

6

3

3

6

.

5

3

2

4

0

0

1

6

3

5

1

3

2

0

6

.

5

3

58607.54

5

6

4

6

.

8

2

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

TYPE PROJECTNAME

First floor-New distribution

Author

02/16/09

02

TYPE CITY

02

1 : 10003 1 Floor

19.61 mRoom

7.77 mRoom

7.48 mRoom

19.92 mRoom

20.5 mRoom 7.75 m

Room7.48 mRoom

18.96 mRoom

19.28 mRoom

7.75 mRoom

7.48 mRoom

20.2 mRoom

19.32 mRoom

7.75 mRoom

7.48 mRoom

20.72 mRoom

19.28 mRoom

4.06 mRoom

13.27 mRoom

9.1 mRoom

8.79 mRoom

13.52 mRoom

4.36 mRoom

4.36 mRoom

13.84 mRoom 9.15 m

Room8.79 mRoom

12.9 mRoom

4.25 mRoom

4.36 mRoom

13.12 mRoom

9.1 mRoom

8.79 mRoom

4.21 mRoom

4.21 mRoom

13.68 mRoom

13.12 mRoom

9.15 mRoom

8.79 mRoom

13.91 mRoom

3.98 mRoom

13.12 mRoom

9.15 mRoom

7.75 mRoom

7.48 mRoom

19.48 mRoom

4.41 mRoom

13.2 mRoom

8.79 mRoom

4462.54 1440 240 1440 1560 2400 600 2400 1782 1440 120 1440 1358 2400 700 2400 1620 1440 120 1440 1620 2400 600 2400 1620 1440 120 1440 1620 2400 680 2400 1620 1440 120 1440 1560 2400 485

9688.54 1400 741.3 713.3 1400 7372 1400 1480 1400 7372 1400 1480 1400 7440 1400 741.3 713.3 1400 7260 1400 955

1

3

2

0

6

.

5

3

1

3

9

5

1

4

4

0

6

3

3

6

.

5

3

2

4

0

0

1

6

3

5

58607.54

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

TYPE PROJECTNAME

Second floor-new building

Author

12/11/14

03

TYPE CITY

03

1 : 10004 2 Floor

2P00


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated

BUIDLING RENOVATION BLOCK C

PLUMBING BASEMENT

Author

12/11/14

P00

P00


1 : 50PLUMBING BASEMENT

DN DN DN DN DN

DN

2P01


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


PLUMBING GROUNDFLOOR

Author

12/11/14

P01

P01


1 : 50PLUMBING GROUNDFLOOR

2P02


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


PLUMBING FIRST FLOOR

Author

04/12/11

P02

P02


1 : 50PLUMBING FIRST FLOOR

2V00


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION BASEMENT

Author

12/11/14

V00

V00


1 : 50VENTILATION BASEMENT

1 : 50VENTILATION SECTION SHAFT

DN DN DN DN DN

DN

2V01


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION GROUNDFLOOR

Author

12/11/14

V01

V01


1 : 50VENTILATION GROUNDFLOOR

2V02


SHEET NAME:

DRAWN BY:

SCALE:

CLASS:

DATE:

Asindicated


VENTILATION FIRST FLOOR

Author

12/11/14

V02

V02


1 : 50VENTILATION FIRST FLOOR

1 : 50VENTILATION UNIT ROOF

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 10

BUILDING RENOVATION

WINDOW CONNECTION

Author

12/05/14

DETAIL 1

TYPE CITY

1 : 10DETAIL WINDOWS

Mineralwolle WLG032120 mm

Brick 108 mm

Coverrock 40 mm

Light weight concrete 108 mm

Gypsum plaster 10 mmVapour barrier

Finished sill

XPS insulation Plywood sill suportFinished wood sill

Finished wood sill

XPS insulation

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated

BUILDING RENOVATION

ROOF-WALL

Author

12/05/14

DETAIL 2

TYPE CITY 1 : 10DETAIL WALL-ROOF

1 : 20INSULATION CONNECTION


Brick 108 mm

Gypsum plaster 10 mm

Vapour barrier

Aquapanel cementboard 12,5 mm

Ceramic tiles

Gypsum plaster 2 mm

Oak 150 mm

Coverrock 150 mm

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


Asindicated

BUILDING RENOVATION

WALL-BASEMENT

Author

12/06/14

DETAIL 3

TYPE CITY 1 : 10DETAIL BASEMENT

1 : 20DETAIL DRAIN

UNHEATED ROOM

Concrete 100 mm

Coverrock 50 mm

Common beech 100 mm

Wood wool panel 25 mm



Brick 108 mm

Coverrock 40 mm

Light weight concrete108 mm

Bituminous layer


Vapour barrier

Earth

Gravel

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 10

BUILDING RENOVATION

LIVING WALL

Author

12/06/14

DETAIL 4

TYPE CITY

1 : 10DETAIL LIVING WALL

UNHEATED ROOM

Concrete 100 mm

Coverrock 50 mm

Common beech 100 mm

Wood wool panel 25 mm


Brick 108 mmCoverrock 40 mm

Light weight concrete 108 mm

Waterproofing


Mineralwolle wood frame

Earth

Gravel

Finished curbaround drain area

Drain pipe

Living wall panel

Panel anchor

Wood wool panel (25mm)

Common beech (100mm)

Cork (50mm)

Concrete (100mm)

Brick (108mm)

fill (44mm)Cover rock (40mm)

Light weight concrete(108mm)

Gypsum plaster (10mm)

Isover Uni (160mm)

Plaster board (12.5mm)

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

Ceiling detail

Unnamed

Jorge Prez

12/12/14

Ground floor detail

TYPE CITY

Ground floor detail

Brick (108mm)

fill (44mm)Cover rock (40mm)

Light weight concrete(108mm)



Isover Uni (260mm)

Wooden board (80mm)

Coverrock (150 mm)

Woode truss

Gutter pipe

Auxiliar structure

Tile

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

Ceiling detail

Unnamed

Jorge Prez

12/12/14

Roof detail

TYPE CITY

Roof detail

1 : 5Section 25 - ceiling

Gypsum plaster

Light weight concrete

Cover rock Fill

Brick

InsulationOSB air tighness

Mineral woolMDFSolar comb, sandwich panelAir gapESG float glass panel

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 20

TYPE PROJECTNAME

WINDOW BUILDING C

Author

02/16/09

DETAILS

TYPE CITY

DETAILS

1 : 20Section 34 - Callout 1

SISTEMA FK - FK SYSTEM

13

2

4

Perspectiva

Sistema FK

01010113

FK System

Perspective

5

Perfil horizontal / Horizontal profile????????????????????? / Fixed point

Perfil horizontal / Horizontal profile???????????????????????????? Slidding point

??????????????????????????????????????????????????????????????????????? Maximum distance recommended between vertical profiles 1000 mm

Longitud del perfil horizontal 4000 mm Length horizontal profile 4000 mm

Vista Frontal del Sistema

Sistema FK

01020113

FK System

System Front View

??????????????????????????????????????????????????????????????????Maximum distance recommended between vertical profiles 1000 mm

??????????????????????????????????????????????????????????

Max

imum

dis

tanc

e re

com

men

ded

betw

een

brac

kets

100

0 m

m

??????????????????BracketsFijacion a punto fijo / Fixed point

??????????????????BracketsFijacion a punto corredero / Slidding point

Longitud del perfil horizontal 4000 mmLength horizontal profile 4000 mm

Vista Posterior del Sistema

Sistema FK

01030113

FK System

System Back-View

2-3mm

Junta 2-3 mm.

Sistema FK

01040113

FK System

Joint 2-3 mm.

12

3

4 10

mm

A.

B.

C.

8

7

????????????????

Gap 10 mm

10

6

5

01050113

7

8

Seccion Vertical / Vertical Section

Fijacion entre perfiles horizontales /Fixation between horizontal profiles

Detalle de fijaciones entre perfiles verticales /Fixation detail between vertical profiles

?????????

Sistema FK FK System

Fixation.

9

MuelleSpring

MuelleSpring

????????????????????

Sistema FK

01060113

FK System

Fixation using spring.

1 IMPORTANTE:?????????????????????????????????????????

apoyando la parte inferior de la pieza enel perfil horizontal.

1 IMPORTANT:The instalation of Tempio must be doneresting the bottom side of the tile on thehorizontal profile.

1

Dos puntos de adhesivo de 3cm aprox.Two Points of adhesive of 3cm aprox .

?????????????????????

Nota: Colocar el adhesivo MS Fischer,???????????????????????????????????

Temperatura (t) ambiente de colocacion???????????????

Sistema FK

01070113

FK System

Fixation using adhesive

Note: Place adhesive MS Fischer?????????????????????????????????????????

Enviroment use temperature????????????????

?????????????????

Elastic adhesive

1

1 IMPORTANTE:?????????????????????????????????????????

apoyando la parte inferior de la pieza enel perfil horizontal.

1 IMPORTANT:The instalation of Tempio must be doneresting the bottom side of the tile on thehorizontal profile.

Sistema FK 16

MODULOS:200, 250, 280, 300, 340, 350,365, 380, 400, 450, 510Largo pieza:

01090613

Sistema FK 16. Junta 8-12 mm.??????????????


System FK 16. Joint 8-12 mm.????????????????

Sistema FK-L/16

??????????????????????????????

??????????????????????

??????????????????????

???????????????????????

????????????????? Junta: 8-12mm

Sistema FK

01100613

FK System

System FK-L/16FK-L 1/16 Module: 200,300, 400.FK-L 2/16 Module: 300.FK-L 4/16 Module: 300.FK-L 59/16 Module: 200.??????????????????? Joint: 8-12mm

01110613

?????????????????????????????????

????????????????


FK-L 1/16. Module: 200,300 and 400??????????????????

01120613

???????????????????????

????????????????


FK-L 2/16. Module: 300.??????????????????

01130613

???????????????????????

????????????????


FK-L 4/16. Module: 300.??????????????????

01140613

????????????????????????

??????????????


FK-L 59/16. Module: 200.????????????????

Sistema FK 20

MODULOS:300, 310, 350, 400.Largo pieza:

01160613

Sistema FK 20. Junta 8-12 mm.??????????????


System FK 20. Joint 8-12 mm.????????????????

01170613

???????????????????????

????????????????


FK-O 8/20. Module: 300??????????????????

01180613

????????????????????

??????????????


FK-A-45. Module:400.????????????????

Pieza Albardilla

Peso: 12.5 kg/m Sistema FK

01190613

FK System

Coping tile

Weight: 12.5 kg/m

12

3

7.19

5.2

4

5.1

4

7.2

6

10

9

2

2

1

3

3

10

9

B

CA

109

A.

Sistema FK

01000613

FK System

B. C.

11

?????????????????????????

1

2

3

4

5

7

8

9

Sistema FK

6

01220613

FK System

1.A. Metalic coping

10

12

3

4

5

7

11

9

6

?????????????????????????

Sistema FK

01230613

FK System

????????????????????

10

12

3

4

6 7

8

9

5

?????????????????????

Sistema FK

01250613

FK System

2.B. Metalic lintel

10

12

3

4

6

7

8

9

5

??????????????????????????

Sistema FK

01260613

FK System

3.A. Metalic sill

10

16

5

7

2

3

4

15

8

????????????????????

Sistema FK

01270613

FK System

4.A. Metalic jamb

9

57

4

6

8

1

3

2

5. Esquina exterior

Sistema FK

01280613

FK System

5. Exterior corner

Detalle ingleteMitter cut

36

541

2

7

6. Esquina Interior

Sistema FK

01290613

FK System

6. Interior Corner

12

3

4

6

7

8

9

5

??????????????

Sistema FK

01300613

FK System

7. Termination

10

36

5

4

1 2

7

8

7

9

???????????????????????

Sistema FK

01310613

FK System

8. Side termination

12

3

4

6 7

10

9

5

3

8

?????????????????????

Sistema FK

01320613

FK System

2.C. Ceramic lintel

11

12

3

4

67

8

9

5

10

??????????????????????????

1. Pieza Tempio. Tempio Tile2. Perfil T Vertical. Vertical T profile3. Perfil Horizontal Horizontal profile?????????????Bracket5. Anclaje. Anchorage6. Aislante. Insulating layer7. Muro. Wall?????????????????? Fixing profile???????????????????Fixed point10. Mortero. Mortar11. Muelle. Spring

Sistema FK

01330613

FK System

3.B. Ceramic sill

11

16

1

7

2 3

4

9

????????????????????

Sistema FK

01340613

FK System

4.B. Ceramic jamb

43

5

1

6

1

7

2 3 9

43

5

8

12

3

4

6

7

5

????????????????????????????

Sistema FK

01350613

FK System

9. Replacing a tile

8

83

4

6

7

5

1

3

2 4

5

????????????????????????????

Sistema FK

01360613

FK System

10. Division of air gap

9

16

5

7

2

4

8 3

????????????????????????

Sistema FK

01370613

FK System

11. Expansion joint

41

5

14.1 14.2

14.1 14.2

????????????????????????

???????????????????????

Extrem fixing profile??????????????????????????

Intermediate fixing profile

Sistema FK

01380613

FK System

2C. Ceramic ceiling

03-12-2014

The data are calculated using spectral measurements that are conform to standards EN 410, ISO 9050 (1990) and WIS/WINDAT.The Ug-value (formerly k-value) is calculated according to standard EN 673. The emissivity measurement complies with standards EN 673 (Annex A) and EN12898.This document is no evaluation of the risk of glass breakage due to thermal stress. For tempered glass: the risk of spontaneous breakage due to Nickel-Sulfide is not covered by AGC Glass Europe. The Heat Soak Test is available on request.Specifications, technical and other data are based on information available at the time of preparation of this document and are subject to change withoutnotice. AGC Glass Europe can not be held responsible for any deviation between the data introduced and the conditions on site. This document is onlyinformative, in no way it implies an acceptance of the order by AGC Glass Europe.See also conditions of use.(1)These sound reduction indexes correspond to glazings which are 1,23 by 1,48m according to EN ISO 10140-3 and are tested in laboratory conditions. In-situperformances may vary according to the effective glazing dimensions, frame system, noise sources etc. The accuracy of the given indexes is not better than+/- 1dB.(2)These sound reduction indexes are estimated (no test).They correspond to glazings which are 1,23m. by 1,48 m. In-situ performances may vary accordingto the effective glazing dimensions, frame system, noise sources etc.The accuracy of the given indexes is +/- 2dB.

2014 AGC Glass Europe

Your composition:

Thermobel TG Advanced: 4 mm iplus Advanced 1.0 pos.2 - 14 mm Argon 90% - 4 mm PlanibelClear - 14 mm Argon 90% - 4 mm iplus Top 1.1 pos.5Personal notes:

LIGHTTransmission 68Reflection 19

ENERGYSolar factor 45Reflection 35

THERMAL PROPERTIES (EN 673) EN 673Ug-Value - W/(m.K) 0.6

LIGHT PROPERTIES (EN 410) EN 410Light Transmission - v (%) 68Light Reflection - v (%) 19Colour Rendering - RD65 - Ra (%) 95

ENERGY PROPERTIES EN 410 ISO 9050Solar factor - g (%) 45 42Energy Reflection - e (%) 35 37Direct Energy Transmission - e (%) 38 36Solar abs. Glass 1 - e (%) 18 19Solar abs. Glass 2 - e (%) 4 4Solar abs. Glass 3 - e (%) 4 4Total Energy absorption - e (%) 26 27Shading coefficient - SC 0.52 0.48UV Transmission - UV (%) 17Selectivity 1.51 1.51

OTHER PROPERTIESResistance to fire - EN 13501-2 NPDReaction to fire - EN 13501-1 NPDBullet Resistance - EN 1063 NPDBurglar Resistance - EN 356 NPDPendulum body impact resistance - EN 12600 NPD /

NPD / NPD

ACOUSTIC PROPERTIESDirect airborne sound insulation(Rw (C;Ctr) -ESTIMATED) - dB

33 (-2; -6)(2)

THICKNESS AND WEIGHTNominal thickness (mm) 40Weight (kg/m) 30

4.8SPF***Superior Seasonal Performance Factor.DHP-H Opti Pro+ delivers maximal energy savings.

A heat pump which providesan unbeatable level of comfort

DHP-H Opti Pro+ ground source heat pump

The DHP-H Opti Pro+ uses Opti technology that incorporates an intelligent control system using speed controlled circulation pumps to ensure the output is constantly adjusted to the prevailing requirements and conditions of both the heating system and collector. This means the heat pump will always operate under ideal conditions, therefore guaranteeing maximum efficiency, second by second, hour by hour.

DHP-H Opti Pro+ can produce large quantities of hot water whilst using a minimum amount of energy, made possible by our two patented technologies; the integrated hot water tank (180 l) incorporates TWS* technology, producing hot water faster than

traditional alternatives can allow and HGW** (Hot Gas Water) allows the hot water to be constantly topped up to the desired temperature during heat production, meaning simultaneous production and fewer cycles, increased domestic hot water temperature, and significantly improved seasonal performance.

The DHP-H Opti Pro+ operates at a very low sound level and it can easily be adapted to produce cost effective cooling. There is an option to control and monitor DHP-H Opti Pro+ via the Internet. The control system, although highly advanced is both intuitive and very user friendly.

www.heating.danfoss.com

Technical specification Danfoss DHP-H Opti Pro+

The measurements are performed on a limited number of heat pumps which can cause variations in the results. Tolerances in the measuring methods can also cause variations.

1) According to IEC61000.2) At B0/35 10K warm side (EN 255).3) At B0W35 according to EN 14511 (including circulation pumps).4) Heat pump with 3 kW auxiliary heater (1-N 1.5 kW).

5) Heat pump with 6 kW auxiliary heater (1-N 3 kW).6) Heat pump with 9 kW auxiliary heater (1-N 4.5 kW).7) Always check local rules and regulations before using antifreeze.8) Sound power level measured according to EN ISO 3741 at BOW45 (EN 12102).

* - Tap Water Stratification, our patented technology developed to ensure that the stored heat is always used optimally.** - Hot Gas Water: our patented technology that utilises existing heating production to heat domestic hot water simultaneously.*** - 4,8 SPF applies to a house with an annual heating demand of 34.300 kWh (heating and hot water), supply line floor heating at 35 C and has been confirmed by the external Swedish energy authority.

DHP-H Opti Pro+ 6 8 10 13

RefrigerantType R410A R410A R410A R410AAmount kg 1.35 1.8 2.3 2.3

Compressor Type Scroll Scroll Scroll Scroll

Electrical data 3-N~50Hz

Main supply Volt 400 400 400 400Rated power, compressor kW 3.0 3.9 4.8 6.2Rated power, circulation pumps kW 0.2 0.2 0.3 0.3Auxiliary heater, 3 steps kW 3/6/9 3/6/9 3/6/9 3/6/9Start current 1 A 9 10 11 20Fuse A 104/165/206 164/165/206 164/205/256 164/205/256

Performance

COP 2 4.5 4.7 5.0 4.9COP 3 4.2 4.4 4.8 4.4Heating capacity 3 kW 5.8 7.5 10.3 13.0Power input 3 kW 1.4 1.7 2.2 2.9

Max/min temperatureCooling circuit C 20/8 20/8 20/8 20/8Heating circuit C 60/20 60/20 60/20 60/20

Water volume Water heater l 180 180 180 180Anti freeze media7 Ethanol + water solution with freezing point -17 2 CDimensions LxWxH mm 690x596x1845 690x596x1845 690x596x1845 690x596x1845Weight empty kg 196 211 222 223Weight filled kg 376 391 402 403Sound power level8 dB(A) 41 44.5 46.5 47

ConnectionThe brine pipes can be connected on either the left or right-hand sides of the heat pump.

1 Brine in, 28 Cu2 Brine out, 28 Cu3 Heating system supply line, 22 Cu: 6-8 kW, 28 Cu: 10-13 kW4 Heating system return line, 22 Cu: 6-8 kW, 28 Cu: 10-13 kW5 Connection for bleed valve, 22 Cu6 Hot water line, 22 Brass7 Cold water line, 22 Brass8 Lead-in for supply, sensor and communication cables and sensors

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83

VD.IF.C2.02_Sep2014 Produced by Danfoss A/S

Danfoss can accept no responsibility for possible errors in catalogues, brochures and other printed material. Danfoss reserves the right to alter its products without notice. This also applies to products already on orderprovided that such alterations can be made without subsequential changes being necessary in specifications already agreed. All trademarks in this material are property of the respective companies. Danfoss and the Danfoss logotype are registered trademarks of Danfoss A/S. All rights reserved

With the accessory Danfoss OnLine youhave the ability to remotely control andmonitor your heat pump.

DESCRIPTIONHigh-density stonewool panels.

APPLICATIONSEspecially developed for the installation of thermal and acoustic insulation systems on facade exteriors (ETICS).

TECHNICAL PROPERTIESProperties Units Values

Thermal conductivity (D) W/(m K) 0,036

Approximate specific heat (Cp) J/Kg k 800

Steam resistance (MU) --- 1

Reaction to fire Euroclass A1

Water absorption (WS) --- Non-hydrophilic

Resistance to air flow (AFr) kPa s/m2 > 5

Acoustic absorption (AW)

Thi. 40/50 mm---

0,70

Thi. 60 mm 0,80

Thickness (mm)

Thermal Resistance (R

D)

(m2 K/W)Designation code

40 1,10MW-EN13162-T5-WS-MU1-AW0,70-AFr5

50 1,35

60 1,65 MW-EN13162-T5-WS-MU1-AW0,80-AFr5

PRESENTATIONThickness(mm)

Length(m)

Width(m)

m2/pack m2/pallet m2/truck

40 1,00 0,60 4,80 72,00 1.872

50 1,00 0,60 4,80 57,60 1.497

60 1,00 0,60 3,60 46,80 1.216

ADVANTAGESInsulation systems used on facade exteriors, known by the Spanish acronym SATE, are especially recommendable where optimum thermal insulation is required. The installation of thermal insulation on the exterior of the facade envelops the building, preventing the appearance of thermal bridges.Furthermore, where refurbishment work is concerned, people living in the building do not need to leave it and, once the work is finished, the usable area of the apartments remains unchanged.The installation of ETICS systems featuring Isofex stonewool panels offers further advantages, such as: Excellent acoustic insulation from outside noise As only totally fireproof materials are used (A1), fire will

not spread in the event of an outbreak. Made from natural raw materials which are totally

recyclable and which contribute to environmental sustainability.

Ensures the breathability of the building. Made from easy-to-install materials. Promotes savings and energy efficiency.

CERTIFICATION AND USAGEAs a guarantee of their properties, ISOFEX panels meet all European Technical Approval (ETA) 04-0077 requirements, certifying optimum system characteristics.

Aislante trmico

ProductoCertificado

ISOFEXResidential Building. ETICS Facades

www.isover.es+34 901 33 22 [email protected]

For further information regarding storage, transport and installation, please visit: www.isover.es/utilizacion

Saint-Gob

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Construimos tu Futuro

CI/Sfb

Sixth Issue March 2011

(27.9) Rn7 M2

High performance rigid thermosetinsulation thermal conductivity0.022 W/m.K

Insulation, vapour control layerand decking in one board

Proven reputation as a qualitycomposite roof deck

Resistant to the passage of watervapour

Easy to handle and install

Ideal for new build andrefurbishment

Nondeleterious material

Manufactured with a blowingagent that has zero ODP andlow GDP

I nsu la t ion

STRUCTURAL INSULATION / FSC CERTIFIED PLYWOODCOMPOSITE FOR FLAT ROOFS WATERPROOFED WITHPARTIALLY BONDED BUILTUP FELT

TR31

Low Energy Low Carbon Buildings

2Typical Constructions and Uvalues

AssumptionsThe Uvalues in the tables that follow havebeen calculated, under a managementsystem certified to the BBA Scheme forAssessing the Competency of Persons toUndertake Uvalue and Condensation Risk Calculations, usingthe method detailed in BS / I.S. EN ISO 6946: 2007 (Buildingcomponents and building elements. Thermal resistance andthermal transmittance. Calculation method) and using theconventions set out in BR443 (Conventions for Uvaluecalculations). They are valid for the constructions shown in thedetail immediately above each table.

These examples are based on Kingspan Thermaroof TR31,mechanically fixed to 150 mm timber roof joists at the centresshown, waterproofed using partially bonded builtup felt withthe surface covered with mineral chippings. The ceiling istaken to be a 3 mm skim coated 12.5 mm plasterboard (oftype shown in the examples) with a nonventilated lowemissivity cavity between it and the underside of the deck.

NB When calculating Uvalues to BS / I.S. EN ISO 6946: 2007, the type of mechanical fixingused may change the thickness of insulation. Calculations assume the use of stainless steeloval headed fixings with a cross sectional area of 12.32 mm2.

NB For the purposes of these calculations the standard of workmanship has been assumedgood and therefore the correction factor for air gaps has been ignored.

NB The figures quoted are for guidance only. A detailed Uvalue calculation together withcondensation risk analysis should be completed for each individual project.

NB If your construction is different from those specified and / or to gain a comprehensiveUvalue calculation along with a condensation risk analysis for your project please consult theKingspan Insulation Technical Service Department for assistance (see rear cover).

Uvalue Table KeyWhere an is shown, the Uvalue is higher thanthe worst of the maximum new build area weightedaverage Uvalues allowed by the 2010 Editions ofApproved Documents L to the Building Regulations(England & Wales), the 2010 Editions of TechnicalHandbooks Section 6 (Scotland), the 2006 Editionsof Technical Booklets F (Northern Ireland), or the 2008Editions of Technical Guidance Documents L* (Republicof Ireland).

* Excluding Change of Use and Material Alterations.

Figure 1

Uvalues (W/m2.K)

Thickness Product Timber Joist CentresKingspan Thickness of (mm)

Kooltherm K7 KingspanPitched Roof Thermaroof

400 600Board (mm) TR31* (mm)0 81 0 86 0.25 0.250 91 0.24 0.230 96 0.23 0.220 101 0.22 0.210 106 0.21 0.210 111 0.20 0.200 116 0.19 0.190 121 0.18 0.18

20 121 0.16 0.1625 126 0.15 0.1535 126 0.15 0.1545 126 0.14 0.1450 126 0.14 0.1355 126 0.13 0.1360** 126 0.13 0.1270** 126 0.12 0.1280** 126 0.12 0.1190** 126 0.11 0.11

105** 126 0.11 0.10115** 126 0.10 0.10

* Product thickness = insulant thickness + 6 mm plywood.

**Where Kingspan Kooltherm K7 Pitched Roof Board 60 mm thick is installed betweenjoists the use of mastic sealant over the joists can result in an interstitial condensation risk.In order to avoid this risk, mastic sealant should not be applied over the joists and aseparate vapour control layer should be installed. The separate vapour control layer shouldconsist of either a foil backed vapour check plasterboard or a layer of polythtene sheetinginstalled between the plasterboard and the underside of the joists.

Waterproofing e.g. 3 layerbuiltup felt utilising 3G feltbase layer partially bonded

Plasterboard / foilbacked plasterboard**

50 x 150 mmtimber joists

Timberstop batten

Unventilated cavity(low emissivity)

Foil facer to underside ofKingspan Thermaroof TR31

3G base layer

Insulation angle fillet

Insulation upstand min. 300 mm from bottomsurface of horizontal insulation layer

Perimeter fully bonded

Kingspan Thermaroof TR31

Kingspan Kooltherm K7Pitched Roof Board

KingspanKooltherm K8 CavityBoard taken up as high as the

flat roof insulation upstand

Water vapour resistant nonsetting, gungrademastic sealant applied continuously to upper

surface of all joists / noggins corresponding withboard edges to provide continuous vapourcontrol layer from foil facer on underside of

Kingspan Thermaroof TR31**

Timber Deck

COMPETENT PERSON CS/1004-1

APPROVALINSPECTIONTESTINGCERTIFICATION

3Responsible SourcingKingspan Thermaroof TR31 is manufactured under amanagement system certified to BS / I.S. EN ISO 14001:2004. The principle polymer components of the product arealso manufactured under management systems certified toEN ISO 14001: 2004. The plywood component of the productis FSC certified.

NB The above information is correct at the time of writing. Please confirm the point of need bycontacting Kingspan Insulations Technical Service Department (see rear cover), from whichcopies of Kingspan Insulation and its suppliers ISO 14001 and FSC certificates can beobtained along with confirmation of Kingspan Insulations products Green Guide ratings.

Sustainability & ResponsibilityKingspan Insulation has a longterm commitment tosustainability and responsibility: as a manufacturer and supplierof insulation products; as an employer; as a substantiallandholder; and as a key member of its neighbouringcommunities.

A report covering the sustainability and responsibility ofKingspan Insulation Ltds British operations is available atwww.kingspaninsulation.co.uk/sustainabilityandresponsibility.

Environmental Profiles SchemeCertificate Number ENP 409

Specification ClauseKingspan Thermaroof TR31 should be described inspecifications as:

The roof insulation shall be Kingspan Thermaroof TR31____mm thick: comprising a high performance rigid thermosetinsulation core faced with an FSC certified 6 mm nominalthickness WBP exterior grade plywood on its upper surfaceand a low emissivity composite foil facing on its lower surface.The product shall be manufactured: with a blowing agent thathas zero Ozone Depletion Potential (ODP) and low GlobalWarming Potential (GWP); in accordance with the requirementsof BS 48413 and BS 48414; under a management systemcertified to BS / I.S. EN ISO 9001: 2008, BS / I.S. EN ISO14001: 2004 and BS / I.S. OHSAS 18001: 2007; by KingspanInsulation Limited; and installed in accordance with theinstructions issued by them.

NBS SpecificationsDetails also available in NBS Plus.NBS users should refer to clause(s):J41 420, J41 430 (Standard and Intermediate)J41 10 (Minor Works)

Wind LoadingWind loadings should be assessed in accordance withBS 63992: 1997 (Loading for Buildings. Code of practice forwind loads) or BS / I.S. EN 199114: 2005 (National Annex toEurocode 1 Actions on Structures. General Actions. WindActions) taking into account:

length / width / height of the building;

orientation of the building;

wind speed;

aspect (e.g. on a hill side); and

topographical value of the surrounding area.

Design Considerations

Linear Thermal BridgingReasonable provision must be made to limit the effects of coldbridging. The design should ensure that rooflight or ventilatorkerbs etc. are always insulated with the same thickness ofKingspan Thermaroof TR31 as the general roof area.A 25 mm thick Kingspan Thermaroof TR27 LPC/FM upstandshould be used around the perimeter of the roof on theinternal faade of parapets. A minimum distance of 300 mmshould be maintained between the top of the insulationupstand and the bottom of the horizontal roof insulation.Wall insulation should also be carried up into parapets as highas the flat roof insulation upstand. Please contact theKingspan Insulation Technical Service Department (see rearcover) for further advice.

Environmental Impact &Responsible SourcingGreen Guide RatingAn Ecoprofile, certified by BRE Certification to the 2008BRE Environmental Profiles Methodology, has been createdfor the insulation component Kingspan Thermaroof TR31produced at Kingspan Insulations British manufacturingfacilities. The BRE has assigned the product a 2008 GreenGuide Summary Rating of A+.

Mastic asphalt should always be laid over an isolating layer ofType 4A sheathing felt to BS 747: 2000 (Reinforced bitumensheets for roofing. Specification). The exposed face ofinsulation upstands, at parapets and abutments, must be linedwith 18 mm exterior grade plywood instead of 20 mm corkroofboard, prior to the mastic asphalt waterproofing being laid.The plywood is used as an anchor point for the expandedmetal substrate onto which the vertical mastic asphalt is laid.

It is also possible to use Kingspan Thermaroof TR31 withcertain singleply waterproofing membranes. Please contactthe Kingspan Insulation Technical Service Department (see rearcover) for further advice.

Water Vapour ControlRoofs, insulated only with Kingspan Thermaroof TR31 overjoists, and roofs with 121 / 126 mm Kingspan Thermaroof

TR31 over joists and < 60 mm of Kingspan Kooltherm K7Pitched Roof Board between joists, do not require a separatevapour control layer. By combining the water vapour resistanceof the foil faced underside of Kingspan Thermaroof TR31with the use of a suitable water vapour resistant, nonsetting,gungrade mastic sealant, applied to the upper surface of allsupporting timbers, a perfectly adequate vapour control layercan be formed. A continuous bead of vapour resistant masticsealant should also be applied between the outsidetop cornerof all roof perimeter joists and noggins, and adjacent upstandsand parapets.

Where 121 / 126 mm Kingspan Thermaroof TR31 isinstalled over joists with Kingspan Kooltherm K7 Pitched RoofBoard 60 mm thick installed between joists, the applicationof mastic sealant to the upper surface of all supporting timberscan result in an interstitial condensation risk. In order to avoidthis risk, mastic sealant should not be applied over the joists,and a separate vapour control layer should be installed underthe joists instead. The separate vapour control layer shouldconsist of either a foil backed vapour check plasterboard or alayer of polythene sheeting installed between the plasterboardand the underside of the joists. The junction between theperimeter of the vapour control layer and adjacent walls shouldbe sealed. There is a limit to the thickness of KingspanKooltherm K7 Pitched Roof Board that can be installed, forany particular thickness of Kingspan Thermaroof TR31, inthat, in order to avoid a condensation risk, the thermalresistance of the insulation component of KingspanThermaroof TR31 must always be greater than that of theKingspan Kooltherm K7 Pitched Roof Board.NB These recommendations are based on condensation risk calculations that assume internalconditions consistent with dwellings with low occupancy. If this occupancy assumption isincorrect, if you intend to use between joist insulation with any thickness of KingspanThermaroof TR31 other than 121 or 126 mm, if your construction is any different to thosespecified and / or to gain a comprehensive Uvalue calculation along with a condensation riskanalysis of your project please consult the Kingspan Insulation Technical Service Departmentfor assistance (see rear cover).

FallsThe fall on a flat roof, constructed using KingspanThermaroof TR31, is normally provided by the supportingstructure being directed towards the rainwater outlets.The fall should be smooth and steep enough to prevent theformation of rainwater pools. In order to ensure adequatedrainage, BS 6229: 2003 (Flat roofs with continuouslysupported coverings. Code of practice) recommends uniformgradients of not less than 1 in 80. However, because of buildingsettlement, it is advisable to design in even greater falls.These can be provided by a Kingspan Thermataper LPC/FMtapered roofing system. Further details of the KingspanThermataper LPC/FM range and its supporting designservice are available from the Kingspan Insulation TaperedRoofing Department (see rear cover).

Roof WaterproofingKingspan Thermaroof TR31 is suitable for use with mostbitumen based waterproofing systems including highperformance types which incorporate a Type 3G perforatedbase layer to BS 747: 2000 (Reinforced bitumen sheets forroofing. Specification). The 3G felt layer should be laid dry andloose, mineral face down with a fully bonded perimeter zone.Partially bonded builtup felt waterproofing should be laid,where applicable, in accordance with BS 8217: 2005(Reinforced bitumen membranes for roofing. Code of practice).

It is possible to use Kingspan Thermaroof TR31 with highperformance bitumen based waterproofing systems whichincorporate 2 layer fully bonded felts. When using KingspanThermaroof TR31 with fully bonded builtup feltwaterproofing, it is recommended that an overlay of 20 mmcork roofboard is fixed to the plywood surface of the sheets ofKingspan Thermaroof TR31, using hot bitumen bonding orfelt nailing, prior to the installation of the waterproofing.The fibreboard acts as a surface to allow full bonding of thebuiltup felt. Fully bonded builtup felt waterproofing should belaid, where applicable, in accordance with BS 8217: 2005(Reinforced bitumen membranes for roofing. Code of practice).

It is also possible to use Kingspan Thermaroof TR31 withmastic asphalt waterproofing systems. When using KingspanThermaroof TR31 with mastic asphalt, it is recommendedthat an overlay of 20 mm cork roofboard is fixed to theplywood surface of the sheets of Kingspan Thermaroof

TR31, using hot bitumen bonding or felt nailing, prior to theinstallation of the waterproofing. The cork roofboard acts as aheat soak for the mastic asphalt. Mastic asphalt waterproofingshould be laid, where applicable, in accordance withBS 8218: 1998 (Code of practice for mastic asphalt roofing).

4

Roof Loading / TrafficKingspan Thermaroof TR31 is suitable for use on accessroof decks subject to limited foot traffic.

Supporting joists should be placed at maximum 600 mmcentres and noggins should be provided to coincide with theboard edges.

Where inappropriate foot traffic is liable to occur, it isrecommended that the supporting roof joists are spaced atmaximum 400 mm centres. Noggins should be provided, asdescribed above, and the roof surface should be protected bypromenade tiles. For further advice on the acceptability ofspecific foot traffic regimes, please contact the KingspanInsulation Technical Service Department (see rear cover).

Ceiling DetailsThe underside of Kingspan Thermaroof TR31 is not suitableto form a decorative internal finish to the roof. Therefore, it isrecommended that Kingspan Thermaroof TR31 shouldalways be underdrawn by a separate ceiling such asplasterboard or similar fire resistant material. Where the roofjoists are to be left exposed, the plasterboard should be fixedbetween joists to minimum 25 x 25 mm timber battens.The 25 mm cavity between the underside of the sheets ofKingspan Thermaroof TR31 and the plasterboard ceiling canbe used to run services.

Lightning ProtectionBuilding designers should give consideration to therequirements of BS / I.S. EN 62305: 2006 (Protection againstlightning).

5

Over Joist Insulation Only A continuous bead of vapour resistant mastic sealant

should be applied between the outsidetop corner of allroof perimeter joists and noggins, and adjacent upstandsand parapets.

Kingspan Thermaroof TR31 should be fixed, plywooduppermost, directly onto minimum 50 mm wide joists setat maximum 600 mm centres (for maintenance accesspurposes) or maximum 400 mm centres (wherecontinuous or excessive foot traffic is expected).

In order to form a continuous vapour control layer from thefoil underside of the sheets of Kingspan Thermaroof

TR31, a bead of water vapour resistant, nonsetting,gungrade mastic sealant, wide enough to accommodatetwo sheet edges butted side by side, should be applied tothe upper surface of all supporting joists and noggins (seeFigure 2).

Figure 2 Sheets laid into non setting mastic

Sheets should be laid with the long edge along the joistsand shorter edge joints should be staggered and butted(approximately 2 mm gap) ensuring there is a minimumbearing of 20 mm per sheet edge over the supportingtimber (see Figure 3).

Sitework

Figure 3 Staggered joints over roof joists

6 Timber noggins (minimum 50 x 50 mm) shouldbe used to fully support any free edges of KingspanThermaroof TR31 e.g. short edges, trimmers toopenings etc.

The number of mechanical fixings required to fix sheets ofKingspan Thermaroof TR31 will vary with thegeographical location of the building, the local topography,and the height and width of the roof concerned.

As a minimum, sheets should be fixed with suitable lowprofile oval head screw fixings placed at 200 mm centresaround the board edges and at 300 mm centres along anyintermediate supporting timbers.

The requirement for additional fixings should be assessedin accordance with BS 63992: 1997 (Loadings forbuildings. Code of practice for wind loads) or BS / I.S. EN19911.4: 2005 (National Annex to Eurocode 1. Actionson structures, General Actions, Wind Actions).

Fixings should be no less than 10 mm from sheet edgesand no less than 50 mm from sheet corners.

Where two sheets are secured to the same joist, nail /screws should be staggered.

Fixings should penetrate supporting timbers by a depthof minimum 35 mm.

When securing sheets, whether nailing or screwing, caremust be taken not to overdrive / screw.

Nails / screw heads should finish flush with the plywoodsurface.

For more information on board fixings refer to:

Ancon Building Products +44 (0) 114 275 5224www.ancon.co.uk

Ejot UK Limited +44 (0) 1977 687 040www.ejot.co.uk

SFS Intec Limited +44 (0)113 2085 500www.sfsintec.biz/uk

MAK Fasteners +353 (0) 1 451 9900www.makfasteners.com

Tech Fasteners +353 (0) 1 457 3300www.techfasteners.ie

Rooflight or ventilator kerbs etc. should always insulatedwith the same thickness of Kingspan Thermaroof TR31as the general roof area.

A 25 mm thick Kingspan Thermaroof TR27 LPC/FMupstand should be used around the perimeter of the roofon the internal faade of parapets.

A minimum distance of 300 mm should be maintainedbetween the top of the insulation upstand and the bottomof the horizontal roof insulation.

The waterproofing membrane is installed in accordancewith the membrane manufacturers instructions, over thewhole insulated area including any insulation upstands, assoon as possible after laying the insulation sheets.

Between and Over Joist Insulation For constructions where the Kingspan Thermaroof TR31

is 121 / 126 mm and the Kingspan Kooltherm K7 PitchedRoof Board installed between joists is < 60 mm, theinstallation of Kingspan Thermaroof TR31 is carried outas outlined in Over Joist Insulation Only.

For constructions where the Kingspan Thermaroof TR31is 121 / 126 mm and the Kingspan Kooltherm K7 PitchedRoof Board installed between joists is 60 mm thick,mastic sealant should not be applied over the joists and aseparate vapour control layer should be installed under thejoists instead.

The separate vapour control layer should consist of eithera foil backed vapour check plasterboard, or a layer ofpolythene sheeting installed between the plasterboard andthe underside of the joists. The junction between theperimeter of the vapour control layer and adjacent wallsshould be sealed.

In all other respects installation of Kingspan Thermaroof

TR31 is carried out as outlined in Over Joist InsulationOnly.

Regardless of thickness, the installation of KingspanKooltherm K7 Pitched Roof Board proceeds as follows.

Kingspan Kooltherm K7 Pitched Roof Board is fixedbetween joists below the Kingspan Thermaroof TR31.

Measure the distance between the joists before cutting theinsulation boards as spacings can vary.

Push the cut insulation boards between the joists sothey are flush with the underside of the KingspanThermaroof TR31.

In order to hold the boards in place, sidenail supportingtimber battens to the joists or partially drive galvanised nailsinto the side of the joists leaving the nail 40 mm proud.

In all cases ensure that insulation boards between joistsare fitted tightly.

Fill any gaps between the boards and the joists withexpanding urethane sealant.

Insulate any narrow gaps between a joist and theperimeter wall with specially cut pieces of board.

Support these on blocks nailed to the underside ofthe joists.

NB If you intend to use between joist insulation with any thickness of KingspanThermaroof TR31 other than 121 or 126 mm, please consult the Kingspan InsulationTechnical Service Department for assistance (see rear cover).

7GeneralFollowing Trades The roof must be adequately protected when building

works are being

PLANS, DETAILS AND MATERIALS FINAL PROJECT

Design

Transcript of PLANS, DETAILS AND MATERIALS FINAL PROJECT