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  2. BD GR/1-50/84 (V) This PNAP is previously known as PNAP 172 First issue May 1995 Last revision August 2019 This revision March 2023 (AD/NB1) (Paragraph 6 and Footnote 1 amended) Appendix A (PNAP APP-67) OTTV Summary Sheet Address : ...

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  3. Appendix A (PNAP APP-169) Strength Test for Drilled-in Anchors used for Cantilevered Structure/Hanger/Curtain Wall Remedial Works The enst ile and/or shear recommended load(s) of each type of drilled-in anchors as specified by the anchor manufacturer should

  4. Introduction. The use of precast concrete is common in private building developments in Hong Kong. To ensure that the precast concrete elements are of good quality, proper supervision and adequate quality control (QC) should be provided during the production, erection and inspection of the precast concrete elements.

  5. When flat slabs, which were origin ally designed based on working stress method, are structurally altered or subject to any additional load, the shearing stresses in the slabs should be checked using the Code of Practice for the Structural Use of Concrete - 1987.

  6. Structural Submission for metal grilles or louvres is not required if they are serving as a facing or an architectural decoration affixed to the interior structural elements of a building. For other construction materials such as concrete or glass, the design requirements stipulated in the relevant codes of practice should be followed.

  7. Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-69 Conservation of Historic Buildings This practice note provides guidelines to facilitate adaptive re-use of, alteration and

  8. Buildings Department. Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers. APP-156. Design and Construction Requirements for Energy Efficiency of Residential Buildings. Introduction. In Hong Kong, buildings accounted for more than 90% of the total electricity consumption1.