forester v1.0

0.30

1.00

0.15

11.10

12.60

3.00

3.50 2.00

26.05

12.60

6.62

4.30

1.800.600.25

2.00

2.00

1.00

1.00

1.40

A

SECT

ION

@ +

16.0

0(x)

A

BB

OPEN SPACE_01KITCHEN+DINING areaAapprox=18.00m2

H(ceil.)=4.00m

OPEN SPACE_02Aapprox=66.00m2

H(ceil.)=4.00m

01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21

2.701.00

D3R

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.601.45

W3D

2.600.95

W4D

2.600.95

W4D

SECTION @ +6.75(y)

11.10

1.30

FIRST FLOOR PLANSCALE 1:50

DISCLAIMERTHE DRAWINGS, ARRANGEMENTS,ANNOTATIONSAND GRAPHICAL PRESENTATIONS ON THISDOCUMENT ARE PROPERTY OF VANQUISHDESIGN & ENGINEERING - VASILIS MANTZIOURAS,WHO RETAINS OWNERSHIP AND AUTHORSHIP INITS ENTIRETY.

THIS DOCUMENT IS AN INTELLECTUAL ANDPHYSICAL PROPERTY OF VASILIS MANTZIOURAS,MENG BUILDING ENGINEER AND HAS THE SOLEPURPOSE TO SHOWCASE MY WORK. THISDOCUMENT IS PART OF MY PERSONALPORTFOLIO.

VANQUISHDESIGN & ENGINEERINGVASILIS MANTZIOURAS

TITLE:FORESTER V1.0

AUTHOR:VASILIS MANTZIOURAS - MENG BUILDING ENGINEER

SHEET N.: A01

SEAL:

0.40

3.45

0.45

1.00

0.54

2.25

2.80

0.95

1.65

1.00

1.48

2.00

1.40

0.20

3.00

2.60

4.55

0.75

0.20

1.45

3.65

3.93

3.65

1.75

7.651.05

0.72 5.38

0.50

3.80

0.70

2.62

3.27

0.46

5.70 7.17

3.14

1.70

2.34

4.74

12.60

3.50 1.30 0.70

12.60

26.05

BEDROOMA=13.00m2

BEDROOMA=13.65m2

BATHA=6.90m2

STORAGEA=1.65m2

HALLA=12.00m2

2.101.20

W1D

2.101.20

W1D

2.101.20

W1D

2.100.90

D1L

2.100.90

D1R

2.100.90

D1L

2.100.70

D2D

11 12 13 14 15 16 17 18 19 20 21

1.500.40

W2M

SECOND FLOOR PLANSCALE 1:50

DISCLAIMERTHE DRAWINGS, ARRANGEMENTS,ANNOTATIONSAND GRAPHICAL PRESENTATIONS ON THISDOCUMENT ARE PROPERTY OF VANQUISHDESIGN & ENGINEERING - VASILIS MANTZIOURAS,WHO RETAINS OWNERSHIP AND AUTHORSHIP INITS ENTIRETY.

THIS DOCUMENT IS AN INTELLECTUAL ANDPHYSICAL PROPERTY OF VASILIS MANTZIOURAS,MENG BUILDING ENGINEER AND HAS THE SOLEPURPOSE TO SHOWCASE MY WORK. THISDOCUMENT IS PART OF MY PERSONALPORTFOLIO.

VANQUISHDESIGN & ENGINEERINGVASILIS MANTZIOURAS

TITLE:FORESTER V1.0

AUTHOR:VASILIS MANTZIOURAS - MENG BUILDING ENGINEER

SHEET N.: A02

SEAL:

+8.22m

-0.36m

+0.22m

ELEV. +3.38

+3.82m

MIN. CEIL. ELEV. +6.98

+4.42m

FINISHED FLOOR ELEV. +7.58

+8.72m

RIDGE ELEV. +11.87

+0.00m

+6.83m

ELEV. +2.80

EXT.DECK ELEV. +3.16

LOWER RIDGE ELEV. +10.00

ELEV. +11.38

+0.00m

INIT. ELEV.

NORTH ELEVATIONSCALE 1:50

DISCLAIMERTHE DRAWINGS, ARRANGEMENTS,ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE PROPERTY OFVANQUISH DESIGN & ENGINEERING - VASILIS MANTZIOURAS, WHO RETAINS OWNERSHIP AND AUTHORSHIP IN ITS ENTIRETY.

THIS DOCUMENT IS AN INTELLECTUAL AND PHYSICAL PROPERTY OF VASILIS MANTZIOURAS, MENG BUILDING ENGINEER AND HASTHE SOLE PURPOSE TO SHOWCASE MY WORK. THIS DOCUMENT IS PART OF MY PERSONAL PORTFOLIO.

VANQ

UISH

DESI

GN &

ENG

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AUTH

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:

A05

SEAL

:

RIDGE ELEV. +11.87

-0.36m

+0.22m

ELEV. +3.38

+3.82m

MIN. CEIL. ELEV. +6.98

+4.42m


+8.22m

+8.72m

+0.00m


+6.83m

LOWER RIDGE ELEV. +10.00

ELEV. +2.80

ELEV. +11.38

+0.00m

INIT. ELEV.

SOUTH ELEVATIONSCALE 1:50



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ENG

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:

A06

SEAL

:

FINISH EXT. DECK ELEV. +7.58

+8.17m

RIDGE ELEV. +11.87

+6.82m

+4.42m

+3.07m

+0.20m


ELEV. +6.23

ELEV. +10.00

+0.00m


EAST ELEVATIONSCALE 1:50



VANQ

UISH

DESI

GN &

ENG

INEE

RING

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AUTH

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VASI

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SHEE

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:

A03

SEAL

:

ELEV. +10.00

+8.17m

RIDGE ELEV. +11.87

+6.82m

+4.42m


+0.20m


+0.00m


WEST ELEVATIONSCALE 1:50



VANQ

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DESI

GN &

ENG

INEE

RING

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SHEE

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:

A04

SEAL

:

+2.80m

INIT. ELEV.

+3.38m

FINISH FLOOR ELEV.

+6.98m

MIN. CEIL. ELEV.

+7.58m

FINISHED FLOOR ELEV.

+9.78m

+11.38m

+11.87m

RIDGE ELEV.

+3.16m

EXT.DECK ELEV.

+8.40m

+9.40m

+10.00m

LOWER RIDGE ELEV.

+0.00m

SECTION AASCALE 1:50



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:

A07

SEAL

:

RIDGE ELEV. +11.87


ELEV. +6.23

+8.17m

+6.82m

+4.42m


+3.07m

+0.20m

ELEV. +10.00

+0.00m


SECTION BBSCALE 1:50



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:

A08

SEAL

:

0.300

0.131 0.089 0.080

HOLLOW SPACE 50mmELECTRICAL, PLUMBING INSTALLATIONS

ULTRA BOARD - KNAUF 15mm

FINISH COATING 4mm

INSULATION EARTHWOOL TP 138 KNAUF 100mmλ = 0.032 W/mK, class A1

DW BOARD SINIAT 12mm

OSB PANEL 15mm

KNAUF GUARD-EX SHEATHING BOARD 12mm

WEBER THERM XMEXTERNAL WALL MULTI LAYER INSULATION SYSTEM

80mm(finished)

DW BOARD SINIAT 12mm

TYVEK WATER RESISTANT MEMBRANE

INTERIOR EXTERIOR

EXTERIOR WALL DETAILSCALE 1:5



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A09

SEAL

:

EXTERIOR WALL LAYERINGSCALE 1:20

1

7

2

3

5

6

4

0.300

0.300

0.011

0.019

R

0

.

0

2

7

0.280

0.280

R

0

.

0

2

4

0.018

0.0105

0.150

0.300

0.0071

0.0107

R

0

.

0

1

5

0.135

0.270

0.0066

0.0102

R

0

.

0

1

5

0.120

0.240 0.0062

0.0098

R

0

.

0

1

5

0.110

0.226

0.0067

0.0120

R

0

.

0

1

2

0.280

0.310

0.0185

0.033

R

0

.

0

2

4

STRUCTURAL ANALYSIS

DISCLAIMERTHE DRAWINGS, ARRANGEMENTS,ANNOTATIONS AND GRAPHICAL PRESENTATIONS ON THIS DOCUMENT ARE PROPERTY OF VANQUISH DESIGN &ENGINEERING - VASILIS MANTZIOURAS, WHO RETAINS OWNERSHIP AND AUTHORSHIP IN ITS ENTIRETY.

THIS DOCUMENT IS AN INTELLECTUAL AND PHYSICAL PROPERTY OF VASILIS MANTZIOURAS, MENG BUILDING ENGINEER AND HAS THE SOLEPURPOSE TO SHOWCASE MY WORK. THIS DOCUMENT IS PART OF MY PERSONAL PORTFOLIO.

VANQ

UISH

DESI

GN &

ENG

INEE

RING

VASI

LIS

MAN

TZIO

URAS

TITL

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1.0

AUTH

OR:

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:

A09

SEAL

:

DEFORMATION VALUESDIR. X

DEFORMATION VALUESDIR. Y

LINEAR DYNAMIC ANALYSIS

THE BEARING STRUCTURE OF THE BUILDING IS ENTIRELYCOMPOSED OF STEEL, WHILE THE STRUCTURE OF FLOORS ANDROOF IS MADE OF TIMBER. THE FOUNDATION IS COMPOSED OFREINFORCED CONCRETE.

THE ANALYSIS AND DESIGN OF THE BUILDING WAS BASED ONTHE EUROCODES:- EUROCODE 0: DESIGN STANDARDS- EUROCODE 1: GENERAL ACTIONS (PART 1-1)

SNOW LOADS (PART 1-3)

WIND ACTIONS (PART 1-4)

- EUROCODE 3: DESIGN OF STEEL STRUCTURES (PART 1-1)

DESIGN KNOTS (PART 1-8)

- EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE (PART 1-1)

- EUROCODE 8: SEISMIC DESIGN (PART 1-1)

LINEAR TYPES OF ANALYSIS PERFORMED: STATIC DYNAMIC

COMPUTATIONAL CHECKS PERFORMED: ULTIMATE LIMIT STATE (ULS) SERVICEABILITY LIMIT STATE (SLS)

HE 300 B HE 280 B HE 280 M

STEEL PROFILES (COLUMNS)

IPE 240 IPE 270 IPE 300

STEEL PROFILES (BEAMS)

IPE 220 R

STRUCTURAL MODEL (SAP2000)

forester v1.0

Engineering