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1 <br />assumed dewatering during construction is their responsibility. Dave ind~cated that the <br />~ plumber would have responsibility for providing underslab drainage if th~ treatment of <br />environmental contamination was not an issue. <br />Structural - Post Tension vs. Conventional Reinforcement <br />6-27 Prompted by Dan's memo dated June 23rd the team discussed the advant 'ges and <br />disadvantages of post tension construction. Leonard circulated a letter da~ed June 26 in <br />responding to Dan's concern regarding flexibility. The major advantage c~f a PT system <br />is first cost. Mike has recently designed several offices using a post tensibn system. <br />According to Mike, a recently developed device (James "R" Meter) can b~ used to locate <br />tendons. It is a relatively inexpensive ($3,500) device that can be used byl facilities staff <br />prior to core drilling. Mike indicated that with today's building codes and the <br />minimizing of redundant reinforcement, even rebar should be located prio~ to core <br />drilling. In the event that a tendon is severed, Mike explained that the rep~ir is a <br />relatively inexpensive and simple repair using a coupling device. The tear~ discussed <br />options such as marking tendons so their locations are visible after constnajction. <br />Punchouts can also be installed during construction to help in future flexil~ility. Leonard <br />has done some preliminary space planning layouts using the 30-ft grids, ar~d no <br />workstation was left isolated from the conduits running from the columns.', ACTION: <br />Mike Hayford will provide MMDC with a list of owners who have recentlt~ completed <br />PT office buildings. MMDC to contact these owners to gain their insightsj <br />, <br />6-27 R.G. mentioned that transit would have some fairly heavy stationary files i~ their new <br />~ space. Mike was not particularly concerned with standard stationary file storage. <br />ACTION: Mike and Leonard will wark to identify areas (125 ps fl for heajvy loading. <br />Signage ' <br />6-27 MMDC inquired as to building standard signage design responsibility. Lepnard <br />confirmed that signage design would be done in-house. R.G. indicated th~t Transit and <br />Mazion County are developing a logo and design for the project that will p~obably be <br />incorporated to some degree in non-code building signage. ACTION: MMDC will <br />provide some examples of building standard signage. <br />Building Systems <br />6-27 MMDC indicated that upon review of the mechanical plans completed, By~on Courts had <br />some questions of, and suggestions for, Interface Engineering. ACTION: ~yron to meet <br />with Interface and Leonard to review the current mechanical design. ; <br />6-27 MMDC inquired whether PGE has been apprised of the electrical needs of 'the project e.g. <br />power requirements and availability of services. Leonard indicated that PC~E has been <br />involved from the beginning and there is no indication of a problem with c~pacity. <br />Architectural Issues ' <br />6-27 Ron raised the issue of allowable occupancies above the first floor. Specifiically, Ron <br />was concerned that the meeting room requires special conditions due to nur~ber of people <br />~ <br />