Foundation based plan of residence project

1.- Foundation based on running shoes of stone breaststroke,

settled with mortar; mortar-sand; prop: 1: 5, combined

with the indicated separation.

2.- Height of the running shoe variable.

3.- The foundation level of the foundation will be made up

Find support in the rugged terrain.

4.- The shoes are moved on concrete template f'c

100 kg / cm2.

5.- The staff moves on silty soil with capacity

load of 6 ton / m2.

6.- The pavements will be reinforced concrete with electro-welded mesh

6 x 6 - 6/6 and they are displaced on filling of the same excavation,

compacted to 90% of its p.v.s.

7.- The castles will be displaced from its foundation with an embed

minimum of 40 cm.

8.- The walls will be red brick annealed 7-14-21.

9.- Type of falsework for common concrete elements.

MATERIALS FOR CONCRETE ELEMENTS

a) Premixed concrete f'c 200 kg / cm2, with coating 12 cm.

(The concrete elements will be vibrated and cured for a minimum

24 hrs)

b) Concrete template, made on site f'c 100 kg / cm2.

c) Steel f'y 4200 kg / cm2

d) Plain Steel fy 2530 kg / cm2

e) Electrowelded mesh 6 x 6 - 6/6 f and 5000 kg / cm2

FREE COATINGS

a) Slabs and Trabes 2 cm

b) Castles and Dalas 2 cm

c) Insulated shoes 2 cm