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1-bedroom

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1-bedroom-set-1

Models Lilac, Mawar and Acanthus

Notification: The drawings once enlarged are NOT to scale. Their purpose is for viewing only, as such screen prints are inaccurate regarding to scale. If you wish to make a copy or a screen print of a drawing you will accept that a cookie will be added to your web browser for marketing purposes. 

 

 Model LILAC, Code A-6
Lilac

  

Lilac floorplan  Lilac front elevation  Lilac right side elevation
Floor plan Front elevation

Right side elevation
 Anjelir left side elevation  Lilac rear elevation  
 Left side elevation  Rear elevation  

 

Total net. interior sided area: 15.4 m2 (166 sqft)
Deck area: 6.5 m2 (70 sqft)

Building footprint area: 3.84 x 5.86 meter (12' - 7" x 19' - 2 1/2") 
Roof edge footprint area: 5.92 x 8.20 meter (19' - 4 3/4" x 26' - 10 1/2")

 

 

 Model MAWAR, Code A-4

 Rose

 

 Mawar floorplan  Anggrek front elevation  Mawar right side elevation
 Floor plan  Front elevation  Right side elevation
 Mawar left side elevation  Mawar rear elevation  

 Left side elevation

  Rear elevation  

 

Total net. interior sided area: 21.2 m2 (228 sqft)
Deck area: No deck for this unit

Building footprint area: 4.88 x 5.38 meter (15' - 6 5/8" x 17' - 7 7/8")
Roof edge footprint area: 6.98 x 6.98 meter (22' - 10 3/4" x 22' - 10 3/4")

Dot-1  Picture of the Mawar under construction.

This unit survived hurricane Maria that hit Guadleloupe mid September 2017 

 

 Model ACANTHUS, Code A-5

 Acanthus

 

 Acanthus1 floorplan Acanthus1 front elevation Acanthus1 right side elevation 
 Floor plan  Front elevation  Right side elevation
 Acanthus1 left side elevation Acanthus1 rear elevation  

 Left side elevation

  Rear elevation  

 

Total net. interior sided area: 21.4 m2 (230 sqft)
Deck area: No deck for this unit

Building footprint area: 3.84 x 8.30 meter (21' - 11 5/8" x 27' - 2 5/8")
Roof edge footprint area: 5.82 x 8.77 meter (19' - 1 1/4" x 28' - 5 5/8")

 
Prefab World Bali

Reviews from Prefab World Bali

Prefabworld Bali International is doing an excellent job of modeling the 3-D finite element frame structure in STAAD and now analyzing the individual members to ensure that they are not overstressed. I have just completed a review of the column analysis for the primary columns supporting the roof, and it is well presented and clearly shows the members are of adequate size. I have not seen anything like this the before the way this report was presented and prepared with the vast knowledge behind. It was that excellent. This type of analysis would not have been possible by hand calculation because of the complexity of the structures. Excellent job by Prefabworld Bali International.
 
Review from: Professor Ian Robertson, University of Hawaii
Project: 400 m2 dwelling for Maui, 50 m2 and 110 m2 dwelling for the big island. 
Date: 2012. 2016, 2020, respectivelyy
Rating: 5 out of 5.
 
Dear Visitor, In order to show proof and evidence that these testimonials are genuine you may send us an e-mail with a request to provide the e-mail address of the publisher of the testimonial. We will forthwith send you the information so that you can contact the person.
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