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Models Narsis. Camellia and Chrysantemum

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 Model NARSIS, Code A-16

Narcis

  

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

Right side elevation

 Narsis left side elevation  Narsis rear elevation This model features a partly over water section.
Can also be supplied as a non-over-water unit   
 Left side elevation  Rear elevation  


Total net. interior sided area: 47.3 m2 (509 sqft), Entrance breeze way: 9 m2 (97 sqft)
Deck area: 52.1 m2 (561 sqft)

Building footprint area: 14.00 x 15.32 meter (45' - 11 1/8" x 50' - 3") 
Roof edge footprint area: 12.30 x 16.20 meter (40' - 4 1/4" x 53' - 1 7/8")

 Compilation A-16

 

 Model CAMELLIA, Code A-49

Camellia

 

 Camellia floorplan  Camellia front elevation  Camellia 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: 55 m2 (592 sqft)
Deck area: No deck for this unit

Building footprint area: 7.12 x 10.83 meter (23' - 4 1/4" x 35' - 6 1/4")
Roof edge footprint area: 10.39 x 10.41 meter (34' - 1 1/4" x 34' - 1 7/8")


 

 Model CHRYSANTEMUM, Code A-9

Chrysantum

 

 Chrysantemum floorplan  Chrysantemum front elevation  Chrysantemum right side elevation
 Floor plan  Front elevation  Right side elevation

 Chrysantemum left side elevation  chrysantemum rear elevation  

 Left side elevation

 Rear elevation  

 
Total net. interior sided area: 55.7 m2 (600 sqft)
Deck area: 31.5 m2 (339 sqft) (1/2 wrap around)

Building footprint area: 10.91 x 10.91 meter (351' - 9 3/8" x 35' - 9 3/8")
Roof edge footprint area: 13.69 x 13.73 meter (44' - 10 7/8" x 45' - 0 3/8")

 Compilation A-16

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 adequate size. I have not seen anything like this before the way this report was presented and prepared with the vast knowledge behind. This type of analysis would not have been possible by hand calculation because of the complexity of the structure. Job well done Prefabworld Bali International".
Review from: Professor Ian Robertson, University of Hawaii
Project: 400 m2 dwelling for Maui
Date: 12-06-2012.
Rating: 5 out of 5.

Read more testimonials from Prefabworld Bali International: click here
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