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Bid Number 2020029 <br />Addendum No. 3 <br />Page 2 of 3 <br />Question 4. This question was asked at the on-site pre-bid. Who is responsible trimming the trees that <br />are overhanging the roof? <br />Answer: <br />The Indian River County Facilities Division will trim trees prior to commencement of work. <br />Question S. In reviewing the bid documents for the Main Library, please advise us on page 10 of 39 under <br />Licensure, it states that you must also be licensed by Indian River County? <br />Answer: <br />Please advise us direction. regarding the Indian River County license. <br />The successful bidder must be registered with the Indian River County Building Division, <br />Contractor Licensing prior to execution of the agreement. Information on registration may <br />be obtained at https.11www.irccdd.com/ <br />Question 6. Section 070150 Part 1, 1.1.A #5 speaks of installation and/or modification of through wall <br />over flow scuppers. Is this a misprint and something that is not intended to be part of the <br />project? PART 3.9 A states locate bottom of overflow scupper 2" above roof surface. Letter <br />C states extend opening through parapet. <br />Architect's Response: <br />There are no overflow scuppers required for this roof replacement project. Please <br />reference addendum 03 which clarifies drainage requirements. <br />Question 7. Section 070150- page 4 part 3.3 A#1 states to locate conduits attached to underside of deck <br />prior to re -roofing. Again is this a misprint and something that is not intended to be part of <br />the scope of work? As we are not penetrating the existing deck with new fasteners that I am <br />aware of unless it may be in an area of severely deteriorated metal decking. <br />Architect's Response: <br />Locating underdeck conduits will only be required if work activities require penetrating the <br />structural steel deck. <br />Question 8. Section 075216 PART 2.3, letter K, Page 6 speaks of a low profile expansion joint? Can you <br />please explain where this is to occur on the project if this detail is to be used? <br />Architect's Response: <br />There are no low profile expansion joints planned for this roof replacement project. Please <br />reference addendum 03 which clarifies product requirements. <br />Question 9. Section 075216 PART 3.3, PAGE 9, letter I, #2 speaks of new retrofit roof drains. Section <br />2214010 storm drainage Part 2, 2.1, letter A, states to replace the existing cast iron <br />clamping ring, drain strainer, and drain bolts. Which instructions are we to follow? Section <br />07516 or Section 221400? Please advise. <br />Architect's Response: <br />All drains are to use the specified retrofit drain inserts with the one exception being the <br />drain located in the northwest corner of the building. Please reference the contract <br />drawings for drawings for retrofit drains and drain refurbishment locations. <br />F:\Public Works\ENGINEERING DIVISION PROJECTS\1838 IRC Main Library Roof Replacement\1-Admin\Bids\Bid Documents\Invitation To <br />Bid\Add end u m\Bid 2020029_1 RC-1838_AD D-3_20200514. docx <br />