sigurður 7.semester project presentation 18.1.2016

My Final 7.semester Exam 18.01.2016 at 11:15 - 12:05

Sigurður Lúðvík Stefánsson


The student

Name :Sigurður Lúvðvík Stefánsson

Age : 28

Nationality : Icelandic

Internship: Metroselskabet / Asst. Site Manager Kgn nytrov St, Marmorkirken St and Gammel Strand St

Previous Education / Work : Floor Installer

Contact information: Email: [email protected] / [email protected] tel: +354-7779624

Specialization Report Study work scheduler 7.semester

Elective : Construction Management

Professional Interest : BIM

GardarsholmCulture center, Húsavík, Iceland

Drawing List Document ListHome

1.Concept 2. Developed Design 3. Technical Design 4. Production Information

The Building: The building is going to be the village culture center for future

generations. Both for Icelanders and people from all overt the

world.

Booklet gardarsholm project Arkís 2011Location

Architects Proposal

Construction Architect Proposals

Documents and Drawings

Home Page

ICT Contract and BIM Sigurður

Lúðvík Stefánsson

Project Gardarsholm File structure

Hafnarstétt 33 Húsavík. 640, Iceland

Zoom

detailed land-use plan - Norðurþing municipality - 1998

Colorful bike lane like Superkilen Copenhagen

Inspiration


1.Concept

Aerial view of HúsavíkSite plan

Location

Architects Proposal



Home Page

ICT Contract and BIM

Home


1.Concept

The idea was to build over the existing building

Booklet gardarsholm project Arkís 2011

The architects wanted the main structural building material be wood.

Location

Architects Proposal



Home Page


Home


1.Concept

Its highly recommend to use Autoclaved aerated concrete (AAC) instead of wood.Main advantages:-Fast and easy to construct-It can be recycled-Breathable-Energy saving-Soundproof-Structural-Insulating

Inspiration

Ground Floor

1.floor

Roof

Location

Architects Proposal



Home Page


Home


doc

Drowing list

1.Concept

01.Procurement

Drowings elivaston

Power of Attorney

Concept - Elevations

Location

Architects Proposal



Home Page


Home

Location

Architects Proposal



Home Page

ICT - Contract

“Building information modeling in the computer age” Stefánsson 2015 page 16

Succar, B. (2009). "Building information modelling framework: A research and deliveryfoundation for industry stakeholders." Automation in Construction 18(3): 357-375.

1.Concept

ICT Contract and BIM Sigurður

Lúðvík Stefánsson

Home

2. Developed Design

Structural Analysis

Levels Overview

Fire Analysis

Documentation

Standard construction


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The stand- Seats for 240 people-stars with landings-all levels in the stand are drained of rainwater

Roof/park:- Green aria-Bitumen felt-Underhanded during winter for safety.-People can walk around the roof and have a panorama view around Húsavík

The tower-Elevator giving access to all floors-Great view from the buildings highest point

Fire escape from roof and1.floor to the alley

Entrance- The entrance Hall

Hall- Music hall

WC-for handicapped-Women-Men

Storage and utilitiesUnder stand will be utility's or technical insulations that

Staircase to the 1. floor

Restaurant/Bar-Is divided into two halls--bar

WC

2 Meeting rooms2 offices

Workshops- For artist to prepare for a exhibition

3 Rooms-can be used for artists how need access to a workshop

WC + showers

The kitchen

2. Developed Design

Hall- Exhibition halls

Structural Analysis

Levels Overview

Fire Analysis

Documentation


Home


Ground floor fire plan- 15 escape routes

out of the building

First floor fire plan- Fire exit staircase

Roof fire plan- 4 exit staircase leading down to ground floor

2. Developed Design

Structural Analysis

Levels Overview

Fire Analysis

Documentation


Home


2. Developed Design Structural illustration drawings

Panel can not extend over 6 m in length.Reference : 6_Hebel_Slab_Panel PAGE 1 (Maximum Allowable Service Load - Hebel® Slab Panel AAC)

Wall and slab Panels are connected with reinforcement, concrete and Hebel mortar.See detail drawing nr 99.3.2.3/99.3.2.4/99.3.2.5 for more info.Structural Analysis

Levels Overview

Fire Analysis

Documentation


Home

Reference: Hebel_Vertical page 7 fig: 25 and 17


2. Developed Design U-Value

Buildings description

Room Requirements

Structural Analysis

Levels Overview

Fire Analysis

Documentation

Be10


Home


3. Technical Design

Structural Analysis

Plans

Cross Section + Detail

Technical Installations

Cost and Time

BIM Model

How to make openings in AAC penalReference : 6_Hebel_Slab_Panel PAGE 9

Water and ventilation Plan Section

Electrical/furniture plan first floor

Drills for AAC penal

Grooves for AAC work

Reference : YTONG tools

Home


3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model

Ground floor plan

First floor plan

Site plan

Foundation plan

Home

Elevation - East

Structural Analysis

Plans



Cost and Time

BIM Model

3. Technical Design

Elevation- North

Elevation - South

Elevation - West

Construction Site LayoutSigurður Lúðvík Stefánsson

Home


3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model

Section A-A

Section B-B

Detail AAC wall/panel connection (ring beam)

Detail Stand

Detail foundation

Home

Open web joist beam can span up to almost 30 meters.

Reference:building construction illustrated (4 edition)

Gardarsholm - AAC panel construction video.avi

3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model


Video made in navisworks from the structural Revit model.

Home

3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model


3D Ray trace Structure 3 (basement)

3D Ray trace Structure 1 (under stand) 3D Ray trace Structure 2

Ray trace mode photos of the architect model

Home


3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model

Construction time estimate

Project Cost Estimate

274,837,116 ISK

14,494,286 DKK

Calculation sheet Icelandic way with Byggingarlykill Hannarrs (book)

Duration: 243 days

Start date : 4 April 2016

End date : 8 Mars 2017

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Quantities and calculation sheet

total cost sheet


3. Technical Design

Structural Analysis

Plans



Cost and Time

BIM Model

Architect model

Structural model

Clash Detection

3D building site plan

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Nawisworks file


4. Production Information

99.4.1 -Production Information - Layout drawing - AAC wall panel 300mm -Ground floor - Grid lines 1-43 (A1)

99.4.3 -Production Information - Layout drawing - AAC wall panel 300mm -Ground floor - Grid lines 43-87 (A1) 2

99.4.2 - Production Information -Detail from LayoutPlans

DocumentationHome


4. Production Information

Invitation to tender

Plans

DocumentationHome

Tender Package:Invitation to TenderH&S PlanDrawing PackageProject Time ScheduleConstruction Time ScheduleSite Layout Project SpecificationWork Specification

Thank you for your time


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