The document outlines modifications to a building, including new door openings on a load-bearing wall with specified dimensions. It details structural components such as beam dimensions and existing layouts on different floors. The project is commissioned by client Dhr. M. Hooijmans from Steenbergen.

1. 320
4328
1000
114
3538
480
320
3491
410
2816
114
2515
114
490 960
114
3421
114
3684
114
4117 5450 410
237
A
A
VOID
1500+
2400+
2400+
1500+
Existing
Frame
Existing
Frame
19110
320
4328
1000
114
3538
480
320
3491
410
2816
114
2515
114
490 960
114
3421
114
3684
114
4117 5450 410
237
A
A
vide
1500+
2400+
2400+
1500+
Existing
Frame
Existing
Frame
19110
FIRST FLOOR - EXISTING LAYOUT
FIRST FLOOR - MODIFICATIONS
DOOR A - NORTH SIDE
DOOR B - SOUTH SIDE
1000
150 150
HE160A HE160A HE140A
HE140A
5845+
Zoldervloer
18mm underlayment
balklaag 59x159 hoh 610
gipsplaten op rachelwerk
bk vloer
HE120A in metselwerk opleggen
HE160A in metselwerk opleggen
3222+
bk bestaande vloer
290+
bk vloer
Verdiepingsvloer:
bestaande houten vloer
gipsplaten op rachelwerk
1500
2400
150 150
balklaag verankeren
strips 60x4 lg 150mm h.o.h.
1220mm (om de balk)
2x MB houtdraadbouten
3000+
8600+
snijpunt ok. dakplaten
SECTION A-A - EXISTING LAYOUT
1000
150 150
HE160A HE160A HE140A
HE140A
5845+
Zoldervloer
18mm underlayment
balklaag 59x159 hoh 610
gipsplaten op rachelwerk
bk vloer
HE120A in metselwerk opleggen
HE160A in metselwerk opleggen
3222+
bk bestaande vloer
290+
bk vloer
1500
2400
150 150
3000+
8600+
snijpunt ok. dakplaten
SECTION A-A - MODIFICATIONS
DOOR A - NORTH SIDE
DOOR B - SOUTH SIDE
NEW BEAM HE160A NEW BEAM - HE160A
NOTE : ONLY ESSENTIAL DETAILS ARE MENTIONED IN THIS DRAWING FOR THE MODIFICATION
900
2200
150 150
1520
1030
HE160A BEAM DETAIL
Height H = 152mm
Width W = 160mm
Web Thickness tw = 6mm
Flange Thickness tf = 9mm
Weight 31 kg/m
PROJECT : BUILDING MODIFICATION
CLIENT :Dhr. M. Hooijmans, Franseweg 57, 4651GE,
Steenbergen
Description: New door openings on load bearing wall
DOOR DIMENSIONS : 2200mm x 900mm
BEAM LENGTH : 1200mm