Technical drawing – Autocad

I,

1. GROUND FLOOR PLAN

Joanna Fiszer, Anna Tofiluk.

STARTING DATA.

DURING WORKING WITH AUTOCAD
2007.

FINAL RESULT.

GROUND PLAN (SCALE 1:100)

FINAL RESULT.

CROSS SECTION (SCALE 1:50)

FRONT ELEVATION (SCALE 1:50)

FINAL RESULT.

GROUND FLOOR PLAN
–
Horizontal section
through the house on
the ~1,00 m level above
the floor level.

Walls:

• internal walls

• external walls (cavity wall or
double leaf wall, load bearing
wall + heat insulation)

Walls:

• load-bearing walls

• walls supporting the weight above,
including a ceiling and second floor or
roof

• all external walls + 1 or 2 (?)
internal, load-bearing part 25cm +
12cm styrofoam (heat insulation)

• partition walls, nonbearing walls

• internal walls supporting no load
other than their own weight, they are
present merely to separate space into
multiple rooms

• 12cm.

EXTERNAL LOAD-BEARING WALL

AXIS (only in load-bearing
wall)

Porotherm clay blocks
(load-bearing part of the
wall)

Heat insulation

INTERNAL LOAD-BEARING WALL

Porotherm clay blocks
(load-bearing part of the
wall)

AXIS (only in load-bearing
wall)

Porotherm clay blocks,
bricks

PARTITION WALL

WHICH WALLS ARE LOAD-
BEARING, WHICH ONES ARE
PARTITION WALLS?

It depends on what we got above (if

it’s ceiling or roof structure)

• If ceiling – distance between axises in

load-bearing walls shoul be max.
7,20m – maximum allowable span

• If wooden truss – max. 12m

• If ceiling – distance between axises in load-

bearing walls shoul be max. 7,20m –

maximum allowable span

• If wooden truss – max. 12m

FIRS STEP OF DRAFTING GROUND FLOOR PLAN

IS

DRAWING LOAD-BEARING WALLS’ AXISES

„BUILDING UNIT” = 30cm

Distance between axises in load-bearing walls should be

divisible by 30cm.

- 1,20; 1,50; 1,80; 2,10......5,40......6,00.....7,20

EXAMPLE