6.5 Grunley should develop an On 11 February 2015, we RFI to clarify how the observed the HRA (Yoga Room waterproofing will transition waterproofing wraps around Form-Liner Wall) from the cellar level slab the base of the wall and the onto the form-liner wall at Blueskin SA extends between the north side of the Yoga the future cold joint. This Room. Extend HRA below Item is being tracked in SGH all site walls, including the Item 13.1. retaining wall that extend west from the Yoga Room corner and the planter wall CLOSED that extends north from the Yoga Room. Extend waterproofing into the vertical joint between the end of the retaining wall and the building wall. Provide a reglet-set metal flashing along the top edge of all HRA where it transitions to exposed concrete. 8.2 When testing the northern On 2 December 2014, Grunley portion of HRA waterproofing submitted the field testing report (HRA Flood on the cellar slab at the entry from CTI, which indicates the Testing) plaza, place the dams for the area in question is to be flood test at least 2 ft south of included within the future flood James Myers the retaining wall to include the test. OPEN wall within the future test area. The underside of the slab should be dried at the start of the next test and CTI should inspect the area for leaks during the next test.
6.5 (Yoga Room Form-Liner Wall) Grunley should develop an RFI to clarify how the waterproofing will transition from the cellar level slab onto the form-liner wall at the north side of the Yoga Room. Extend HRA below all site walls, including the retaining wall that extend west from the Yoga Room corner and the planter wall that extends north from the Yoga Room. Extend waterproofing into the vertical joint between the end of the retaining wall and the building wall. Provide a reglet-set metal along the top edge of all HRA where it transitions to exposed concrete. On 11 February 2015, we observed the HRA waterproofing wraps around the base of the wall and the Blueskin SA extends between the future cold joint. This Item is being tracked in SGH Item 13.1. CLOSED 8.2 (HRA Flood Testing) James Myers When testing the northern portion of HRA waterproofing on the cellar slab at the entry plaza, place the dams for the flood test at least 2 ft south of the retaining wall to include the wall within the future test area. The underside of the slab should be dried at the start of the next test and CTI should inspect the area for leaks during the next test. On 2 December 2014, Grunley submitted the field testing report from CTI, which indicates the area in question is to be included within the future flood test. OPEN flashing