PLANS, DETAILS AND MATERIALS FINAL PROJECT
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Transcript of PLANS, DETAILS AND MATERIALS FINAL PROJECT
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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
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Final Project Course 2014/2015 Group S3 A14
Heating First Floor
Heating First Floor
Plumbing Basement
Plumbing Ground Floor
Plumbing First Floor
Ventilation Basement
Ventilation Ground Floor
Ventilation First Floor
BLOCK C
Basement
Ground Floor
First Floor
Plumbing Basement
Plumbing Ground Floor
Plumbing First Floor
Ventilation Basement
Ventilation Ground Floor
Ventilation First Floor
DETAILS:
Block B
Block C
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Final Project Course 2014/2015 Group S3 A14
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
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PROJECT DESCRITION FINAL PROJECT
Mnica Bada Marn (216403)
Sara Briz Cristobal (217107)
Jorge Prez Lzaro (216425)
Ana Surez-Bustamante (216437)
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Final project
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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
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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.
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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.
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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
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Final project
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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?
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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.
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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.
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6 TIME SCHEDULE
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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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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION BLOCK A
RENOVATION BASEMENT PLAN
Author
12/12/14
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TYPE CITY
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1 : 10001 Basement
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5167.26 4071.74 5223.26 4071.74 5223.26 4071.74 5108.26 4071.74 5167.26 4195.74
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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION BLOCK A
RENOVATION GROUNDFLOOR PLAN
Author
12/12/14
01
TYPE CITY
01
3D NORTH
1 : 10003 1 Floor
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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION BLOCK A
RENOVATION ROOF
Author
12/12/14
02
TYPE CITY
02
1 : 10004 Roof
3D ROOF
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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION BLOCK A
EAST AND WEAST ELEVATION
Author
12/12/14
03
TYPE CITY
03
1 : 100West
1 : 100East
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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 50
BUILDING RENOVATION BLOCK A
NORTH AND SOUTH ELEVATION
Author
12/12/14
04
TYPE CITY
04
1 : 50North
1 : 50South
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2P00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
INSERT PROJECT NAME
PLUMBING BASEMENT
Author
12/11/14
P00
P00
1 : 100Level 00 Water and Sewer
1 : 20DOMESTIC HOT WATER TANK
1 : 50DOMESTIC HOT WATER TANK
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PLUMBING GROUNDFLOOR
Author
12/11/14
P01
P01
1 : 100Level 01 Water and Sewer
1 : 50PLUMBING ONE DWELLING
1 : 50SECTION PLUMBING SHAFT
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2V00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
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DATE:
Asindicated
BUILDING RENOVATION
VENTILATION BASEMENT
Author
12/11/14
V00
V00
1 : 100Level 00 Vent
1 : 50VENTILATION BASEMENT
1 : 25VENTILATION UNIT
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UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
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BUILDING RENOVATION
VENTILATION GROUNDFLOOR
Author
12/11/14
V01
V01
1 : 100Level 01 Vent
1 : 75VENTILATION ONE DWELLING
1 : 50VENTILATION SECTION SHAFT
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UP
15.24 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.48 mLAUNDRY-STORAGE ROOM
15.24 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.36 mLAUNDRY-STORAGE ROOM
15.66 mLAUNDRY-STORAGE ROOM
13.27 mTECHNICAL ROOM
13.27 mSTORAGE ROOM
13.37 mSTORAGE ROOM
13.37 mSTORAGE ROOM
13.37 mSTORAGE ROOM
13.47 mSTORAGE ROOM
13.37 mTECHICAL ROOM
13.37 mSTORAGE ROOM
13.37 mSTORAGE ROOM
13.62 mSTORAGE ROOM
42884.5
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SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
BASEMENT
Author
11/19/14
01
TYPE CITY
01
1 : 10001 BASEMENT
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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8.27 mKITCHEN
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20.05 mLIVING ROOM
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8.26 mKITCHEN
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20.05 mLIVING ROOM
20.05 mLIVING ROOM
20.45 mLIVING ROOM
8.26 mKITCHEN
8.27 mKITCHEN
8.58 mKITCHEN
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13.29 mPARKING
13.29 mPARKING
13.29 mPARKING
13.29 mPARKING
13.65 mPARKING
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
GROUNDFLOOR
Author
11/19/14
02
TYPE CITY
02
1 : 10002 GROUNDFLOOR
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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5.47 mBEDROOM 1 9.06 m
BEDROOM 2
2.9 mTOILET
11.08 mDOUBLE BEDROOM
11.08 mDOUBLE BEDROOM
9.06 mBEDROOM 2
5.47 mBEDROOM 1
2.9 mTOILET
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2.89 mTOILET
9.06 mBEDROOM 2
5.47 mBEDROOM 1
5.51 mBEDROOM 1
9.01 mBEDROOM 2
2.89 mTOILET
11.06 mDOUBLE ROOM
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2.91 mTOILET
8.88 mBEDROOM 2
5.57 mBEDROOM 1
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11.05 mDOUBLE ROOM
2.91 mTOILET
5.57 mBEDROOM 1
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8.83 mBEDROOM 2
2.89 mTOILET
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11.07 mDOUBLE ROOM
8.89 mBEDROOM 2
5.53 mBEDROOM 1
2.97 mTOILET
2.97 mTOILET
3.08 mTOILET
9.22 mBEDROOM 2
5.53 mBEDROOM 1
8.89 mBEDROOM 2
5.53 mBEDROOM 1
11.09 mDOUBLE ROOM
11.28 mDOUBLE ROOM
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PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
FIRST FLOOR
Author
11/19/14
03
TYPE CITY
03
1 : 10003 FLOOR
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
-
43170
1
0
0
9
4
.
5
33075.5
5
0
2
7
.
2
5
5
0
2
1
.
7
5
45.00
> 20 %
> 20 %
> 20 %
> 20 %
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
ROOF
Author
12/09/14
04
TYPE CITY
04
1 : 10004 ROOF
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
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
EAST ELEVATION
Author
11/19/14
05
TYPE CITY
05
1 : 100EAST
3D SOUTH-EAST
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
NORTH ELEVATION
Author
11/19/14
06
TYPE CITY
06
1 : 100NORTH
3D NORTH- EAST
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
SOUTH ELEVATION
Author
11/19/14
07
TYPE CITY
07
1 : 100SOUTH
3D SOUTH-EAST'
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
BUILDING RENOVATION
WEAST ELEVATION
Author
11/19/14
08
TYPE CITY
08
1 : 100WEAST
3D NORTH-WEAST
-
2H00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
HEATING PLAN BASEMENT
Author
12/07/14
H00
H00
1 : 100Level 00 Heating
1 : 25HEATING AND WATER HEAT PUMP
1 : 25HEAT PUMP
HEATING SUPPLY
HEATING RETURN
HEATING SYSTEM
-
DW
R
E
F
.
2H01
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
HEATING PLAN GROUNDFLOOR
Author
12/07/14
H01
H01
1 : 100Level 01 Heating
1 : 50HEATING GROUNDFLOOR DWELLING
1 : 50HEATING SHAFT SECTION
HEATING SUPPLY
HEATING SUPPLY
HEATING SYSTEM
-
2H02
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
HEATING PLAN FLOOR
Author
12/07/14
H02
H02
1 : 100Level 02 Heating
1 : 50HEATING FLOOR DWELLING
1 : 50HEATING SHAFT SECTION 2
HEATING SUPPLY
HEATING RETURN
HEATING SYSTEM
-
2P00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
PLUMBING PLAN BASEMENT
Author
12/07/14
P00
P00
1 : 100Level 00 Water and Sewer
1 : 25PLUMBING AND HWT BASEMENT
DOMESTIC COLD WATER
DOMESTIC HOT WATER
WATER AND SEWER SYSTEM
SANITARY SYSTEM
-
DW
R
E
F
.
2P01
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
PLUMBING PLAN GROUNDFLOOR
Author
12/07/14
P01
P01
1 : 100Level 01 Water and Sewer
1 : 50SECTION SHAFT PLUMBING
1 : 25PLUMBING GROUNDFLOOR DWELLING
DOMESTIC COLD WATER
DOMESTIC HOT WATER
WATER AND SEWER SYSTEM
SANITARY SYSTEM
-
2P02
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
PLUMBING PLAN FLOOR
Author
12/07/14
P02
P02
1 : 100Level 02 Water and Sewer
1 : 25PLUMBING FLOOR DWELLING
1 : 50SECTION SHAFT PLUMBING 2
DOMESTIC COLD WATER
DOMESTIC HOT WATER
WATER AND SEWER SYSTEM
SANITARY SYSTEM
-
2V00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
VENTILATION PLAN BASEMENT
Author
12/07/14
V00
V00
1 : 100Level 00 Vent
1 : 50VENTILATION UNIT
MECHANICAL SUPPLY
MECHANICAL EXHAUST
VENTILATION SYSTEM
-
DW
R
E
F
.
1V01
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
VENTILATION PLAN GROUNDFLOOR
Author
12/07/14
V01
V01
1 : 50VENTILATION GROUNDFLOOR DWELLING
1 : 100Level 01 Vent
1 : 50SECTION VENTILATION SYSTEM
MECHANICAL SUPPLY
MECHANICAL EXHAUST
VENTILATION SYSTEM
-
2V02
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUILDING RENOVATION BLOCK B
VENTILATION PLAN FLOOR
Author
12/07/14
V02
V02
1 : 100Level 02 Vent
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
TYPE PROJECTNAME
Second floor-new building
Author
12/11/14
03
TYPE CITY
03
1 : 10004 2 Floor
-
2P00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
PLUMBING BASEMENT
Author
12/11/14
P00
P00
1 : 250Level 00 Water and Sewer
1 : 50PLUMBING BASEMENT
-
DN DN DN DN DN
DN
2P01
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
PLUMBING GROUNDFLOOR
Author
12/11/14
P01
P01
1 : 100Level 01 Water and Sewer
1 : 50PLUMBING GROUNDFLOOR
-
2P02
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
PLUMBING FIRST FLOOR
Author
04/12/11
P02
P02
1 : 100Level 02 Water and Sewer
1 : 50PLUMBING FIRST FLOOR
-
2V00
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
VENTILATION BASEMENT
Author
12/11/14
V00
V00
1 : 100Level 00 Vent
1 : 50VENTILATION BASEMENT
1 : 50VENTILATION SECTION SHAFT
-
DN DN DN DN DN
DN
2V01
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
VENTILATION GROUNDFLOOR
Author
12/11/14
V01
V01
1 : 100Level 01 Vent
1 : 50VENTILATION GROUNDFLOOR
-
2V02
UNIVERSITY COLLEGE -PROJECT NAME:
SHEET NAME:
DRAWN BY:
SCALE:
CLASS:
DATE:
Asindicated
BUIDLING RENOVATION BLOCK C
VENTILATION FIRST FLOOR
Author
12/11/14
V02
V02
1 : 100Level 02 Vent
1 : 50VENTILATION FIRST FLOOR
1 : 50VENTILATION UNIT ROOF
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
Asindicated
BUILDING RENOVATION
ROOF-WALL
Author
12/05/14
DETAIL 2
TYPE CITY 1 : 10DETAIL WALL-ROOF
1 : 20INSULATION CONNECTION
Mineralwolle WLG032120 mm
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
Mineralwolle WLG032120 mm
Aquapanel cementboard 12,5 mm
Brick 108 mm
Coverrock 40 mm
Light weight concrete108 mm
Bituminous layer
Gypsum plaster 10 mm
Vapour barrier
Earth
Gravel
-
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
Aquapanel cementboard 12,5 mm
Brick 108 mmCoverrock 40 mm
Light weight concrete 108 mm
Waterproofing
Gypsum plaster 10 mm
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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)
Gypsum plaster (10mm)
Gypsum plaster (2mm)
Isover Uni (260mm)
Wooden board (80mm)
Coverrock (150 mm)
Woode truss
Gutter pipe
Auxiliar structure
Tile
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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.??????????????
Sistema FK FK System
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
?????????????????????????????????
????????????????
Sistema FK FK System
FK-L 1/16. Module: 200,300 and 400??????????????????
-
01120613
???????????????????????
????????????????
Sistema FK FK System
FK-L 2/16. Module: 300.??????????????????
-
01130613
???????????????????????
????????????????
Sistema FK FK System
FK-L 4/16. Module: 300.??????????????????
-
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Sistema FK FK System
FK-L 59/16. Module: 200.????????????????
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Sistema FK 20
MODULOS:300, 310, 350, 400.Largo pieza:
-
01160613
Sistema FK 20. Junta 8-12 mm.??????????????
Sistema FK FK System
System FK 20. Joint 8-12 mm.????????????????
-
01170613
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????????????????
Sistema FK FK System
FK-O 8/20. Module: 300??????????????????
-
01180613
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??????????????
Sistema FK FK System
FK-A-45. Module:400.????????????????
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Pieza Albardilla
Peso: 12.5 kg/m Sistema FK
01190613
FK System
Coping tile
Weight: 12.5 kg/m
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12
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01230613
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01250613
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2.B. Metalic lintel
10
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Sistema FK
01260613
FK System
3.A. Metalic sill
10
-
16
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Sistema FK
01270613
FK System
4.A. Metalic jamb
9
-
57
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5. Esquina exterior
Sistema FK
01280613
FK System
5. Exterior corner
Detalle ingleteMitter cut
-
36
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6. Esquina Interior
Sistema FK
01290613
FK System
6. Interior Corner
-
12
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8
9
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Sistema FK
01300613
FK System
7. Termination
10
-
36
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8
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Sistema FK
01310613
FK System
8. Side termination
-
12
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10
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Sistema FK
01320613
FK System
2.C. Ceramic lintel
11
-
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67
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9
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10
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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
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Sistema FK
01340613
FK System
4.B. Ceramic jamb
43
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8
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83
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01360613
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10. Division of air gap
9
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01370613
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-
41
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Intermediate fixing profile
Sistema FK
01380613
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2C. Ceramic ceiling
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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
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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
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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
110
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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.
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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
ain Cristalera, S.L. - Isov
er, reserve
s th
e righ
t to totally or partially chan
ge the inform
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Construimos tu Futuro
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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
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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
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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+.
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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
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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
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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).
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7GeneralFollowing Trades The roof must be adequately protected when building
works are being