Roof designs

R. H. Herbert III, Roofing Design, Criteria, Options Selection, R. S. Means Co., Inc., Kingston, Mass., 1989. 

The motor control center (MCC) and Substation have concrete block load bearing walls of ordinary construction. The control house is of blast resistant construction with reinforced concrete walls and roof designed for 0.2 bar static. All three buildings are 4 m tall. 

Kong, J., Boucher, D.R., Scott Smith, B.H. 1999. Exploration and geology of the Attawapiskat kimberlites, James Bay lowlands, northern Ontario, Canada. In Gurney, J.J., Gurney, M.D., Pascoe, M.D., Richardson, S.H.J.D. (eds.), Proc. 7th Int. Kimb. Conf. Red Roof Design. 

Floating roofs—designs using all welded steel construction meeting the design requirements in API 650 (Figure 8-11)... 

Boyd F. R., Pearson D. G., and Mertzman S. A. (1999) Spinel-facies peridotites from the Kaapvaal root. In Proc. 7th Int. Kimb. Conf. (eds. J. J. Gurney, J. L. Gurney, M. D. Pascoe, and S. H. Richardson). National Book Printers, Red Roof Design, Cape Town, vol. 1, pp. 40-48. 

McDade P. and Harris J. W. (1999) Syngenetic inclusion bearing diamonds from Letseng-la-Terai, Lesotho. In Proceedings of the Vllth International Kimberlite Conference (eds. J. Gurney John, L. Gurney James, D. Pascoe Michelle, and H. Richardson Stephen). Red Roof Designs, Cape Town, vol. 2, pp. 557-565. 

Kinzler, R. j. Grove, T. L. 1999. Origin of depleted cratonic harzburgite by deep fractional melt extraction and shallow olivine cumulate infusion. In Gurney, J. J., Gurney, J. L., Pascoe, M. D. Richardson, S. H. (eds) Proceedings of the 7th International Kimberlite Conference, Cape Town. Red Roof Design, Cape Town, 437-443. 

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