Detail A through E (top row) and Plan at EL 1.0 M (bottom)

Note 01: This drawing indicates profiles approximate under the roof level (+1.00M LVL). The vertical profiles of the supports are varying and are detailed separately.

Note 02: The location of supports on plan are controlled by their CG Poing on vertical axis. This location are oriented towards. the centre of respective spaces around them and defined by radio angle. This angle have to be carefully plotted as shown on the drawing along the horizontal axis of this plan which is (124°) to NS Asis, as shown in Rotunda-02.

Note 03: The structural profile shown in details A to E indicate the sequences of layering 1 to 6 are to be confirmed with structural engineers' drawings.

Note 04: While excavating utmost care should be taken to see that the natural strata of earth is undisturbed in order to attach the structural form as it bears directly on the strength of undisturbed soil.

Note 05: Provision for A/C Supply and Electrical Cables have to be done before casting layers of the structure.

Note 06: Approach area on both sides have to be lowered as per details.

Note 07: Notes on construction sequences and specification is issued seperately.

Note 09: All dimensions to be checked before the execution.


Detail drawings from Architect R J Vasavada’s office for Stein Doshi and Bhalla, Ahmedabad

R J Vasavada Architect, source: Vastu Shilpa Foundation

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