NOTES OF DECEMBER 3, 2014 RYE TOWN HALL COMMITTEE MEETING

Revised Final Revision D – Provided by the Rye Civic League

 

Present from Town Hall Committee (clockwise around table):  Peter White, Mae Bradshaw, Beth Yeaton, Selectman Craig Musselman, Selectman Priscilla Jenness, Paul Goldman, Lucy Neiman (arrived at 6:32 p.m.), Victor Azzi, Peter Kasnet,

Also present from Town:  Michael Magnant, Cyndi Gillespie.

Present from SMP Architects:  Jason LaCombe.

Present from public:  Peter Crawford (left at 6:51 p.m.) Cecilia Azzi (arrived at 6:53 p.m., left at 7:51 p.m.), Joe Cummins (in lobby for some portion of meeting).

 

Editor’s note:  For ease in finding particular sections using the archived video and audio on the Town website, the elapsed time is indicated.  Use the slider and the elapsed time indicated at the bottom of the video window to fast forward to the desired section.  Videos on the Town website may currently be accessed at www.town.rye.nh.us by clicking on “Town Hall Streaming” at the bottom left of the screen.  Follow the link for “Town Hall Live Streaming,” then find the meeting by date under “Previous.”

 

The video begins at 6:30:56 (0:00 elapsed).  Elapsed times are in hours and minutes and are only approximate.

 

Summary

 

  1. Full Meeting Room (i.e. Great Hall) capacity of 247 persons will be supported by the bathrooms (including two bathrooms on the third floor, below the belfry) and egress capacity, but not the cooling or septic systems that have been designed for 150 persons.  Selectman Musselman asserts that these issues are not problems.
  2. The Committee agrees that the structural engineer did not respond adequately to a question from the Committee about whether the existing granite block foundation would support the side loads from the proposed steel columns to be added to the existing Town Hall.
  3. The Committee authorized the architect to solicit bids for the project based on the existing specifications and drawings as modified at the meeting.  Victor Azzi abstained, expressing concerns over structural and architectural issues.  The others voted in favor.

 

General review of design (0:02 elapsed)

 

Jason LaCombe went through the drawing changes.  There was discussion of handicapped access and plantings in the island, along with snow removal issues and lighting in the Meeting Room (a.k.a. Great Hall).

 

(0:30 elapsed)

There was discussion of granite posts, the path from the church to the lower parking lot, and the storage shed.

 

(0:37 elapsed)

There was discussion of generator which is 112 inches (i.e. 9 ft. 4 inches) by 5 feet by 7 feet tall.  Mae Bradshaw stated that the stockade fence proposed to hide the generator is likely not going to be acceptable to the Historic District Commission.  Editor’s note:  See the video of the November 25, 2014 meeting, particularly at the very end, in which it was revealed that a 130 kilowatt generator was being planned, and that it would be capable of powering the entire building, rather than just a sufficient portion of the heating system to ensure that the pipes would not freeze in a prolonged power outage as had initially been contemplated.  The generator will be a “bid alternate,” i.e. separately priced so that the Town can decide later whether or not to select that option.

 

(0:46 elapsed)

There was discussion of rust proof nails, and ways to cover the ICF (i.e. insulated concrete form, a plastic foam) to make it aesthetically attractive.

 

(1:10 elapsed)

It was agreed that floor transitions will be changed from aluminum to vinyl.  There was discussion regarding stains, kitchen appliances and the gallery.

 

(1:30 elapsed)

            There was discussion of the walkway from the upper parking lot.

             Jason LaCombe stated that, with the third floor bathrooms, now part of the base design rather than an alternate, the full egress capacity from the Meeting Room of 247 persons can be handled.  However, the heating, cooling and septic capacity remains at 150 persons.  The cooling system will not keep up on a hot day if there are more than 200 people in the meeting room.  That was a tradeoff selected in June, he said.

            Selectman Musselman said that the room might be at 74 degrees rather than 70 degrees.  This is a calculated risk.  With regard to septic capacity, he provided assurance that this would not be a problem as the system is designed for average flow over a period of time and can handle momentary peaks.  Mr. LaCombe stated that the septic tank will be 3500 gallons.

 

(1:40 elapsed)

            There was discussion of grates around trees and bollards to protect the generator and propane tank.  Objection was made to the yellow color proposed.

 

Structural adequacy (1:48 elapsed)

 

            Victor Azzi expressed concern about the use of Oriented Strand Board (“OSB”) for sheathing, rather than plywood.  This led to a discussion about the cutouts in the walls of the existing building for insertion of steel columns.

 

(1:55 elapsed)

            Mae Bradshaw asked what was going to create a solid wall that would not wobble.  That led to discussion about what was shown on the drawings.  Mr. Azzi got up and flipped through the drawings that were on the table, but appeared to be unable to find what he was looking for.

 

 

(1:57 elapsed)

            After Mr. LaCombe agreed to find out and clarify where in the structural drawings the location of the new material is called out, Mr. Azzi said “Okay, please do. 

That’s also related to the question that we asked last time.  That is some measure of the forces that need to be resisted… the magnitude of the base shear…  Did you get that?”  Mr. LaCombe answered “we did not.  We sent a memo from Steffensen.  I saw Craig’s response by phone.  I forwarded it back.”  Selectman Musselman then said “either he didn’t understand our question and I hope that’s what it was, or he just purposely didn’t answer it because his answer has nothing to do with our question.”  Editor’s note:  The reference to “base shear forces” are to forces caused by seismic and wind loads for which the IBC building code requires the building to be designed and constructed.  See the notes of the September 11, 2014 Town Hall Committee Working Group meeting, and the video of the meeting, both referenced below.  It has already been determined that the existing Town Hall building is inadequate to carry the loads. 

            Selectman Musselman said that there were only two permissible answers:  (1) there are no lateral forces or (2) an explanation of how these forces are going to be resisted.    He stated that the entire building is sitting on piled up granite blocks sitting on other blocks.  Four inverted U’s (i.e. the steel columns) are to be connected to one block that is sitting on top of another.  He questioned how lateral forces would be resisted, and stated that the granite blocks, piled on top of each other, can be seen.  He stated that Steffensen should be asked for an answer.

            After Mr. LaCombe stated that the request would be made, and that he would ask Mr. Steffensen to watch the video, Selectman Musselman stated that Mr. Steffensen had good answers when he had come to the Town Hall.  He is not questioning his competence, he said.  Editor’s note:  See the notes of the September 11, 2014 Town Hall Committee Working Group meeting and the video of the meeting, which is available at https://vimeo.com/106236576.  Selectman Musselman then referred to the friction between the blocks as being significant.  There is thus some rationale.  If Steffensen does not want to respond in writing, the issue could be addressed over the phone, he said.

            Mae Bradshaw stated that the response should be in writing if it is going to be relied on. 

 

(2:05 elapsed)

            Selectman Musselman responded by referring to “engineering judgment.”  The conclusion was that Victor Azzi and Selectman Musselman would talk with Steffensen over the phone.  Selectman Musselman indicated that Steffensen may not want to start a discussion where he’s putting down detailed forces and how they’re resisted, which would lead to further discussion.  He said that they are not looking to pick apart the rationale, but only assure that there has been a reasonable set of assumptions.

 

(2:06 elapsed)

            Victor Azzi questioned the use of 5/8 inch gypsum wallboard (i.e. drywall) to resist shear forces.  Mr. LaCombe argued that drywall has a shear capacity.  Mr. Azzi acknowledged this, but questioned whether that capacity would make a difference for the building. 

            Mr. Azzi stated that he was envisioning an “institutional quality” building that would last for 100-200 years.  When he sees OSB used in lieu of structural plywood and gypsum used instead of additional plywood he questions whether the building is being constructed to last 200 years, he said.

            Mr. Azzi also referred to the use of aluminum flashing, arguing that it is used in “spec” houses.  An institutional quality building should use copper flashing, he argued.  Mr. LaCombe stated that aluminum flashing is used in commercial buildings.  Mr. Azzi acknowledged that it might be used in “strip malls.”  That led to discussion about needing to zinc plate the copper flashing to prevent streaking of the white building.  Selectman Musselman acknowledged that copper is used on high end buildings.

 

(2:13 elapsed)

            Mr. Azzi questioned the use of plastic fiber mesh to reinforce the concrete.  He said that welded wire would be preferred.  Mr. LaCombe defended the decision to use plastic mesh, stating that it saves cost as the plastic can be mixed with the concrete at the plant.  The Town will be hiring a testing agency to confirm that the concrete is adequate.  Selectman Musselman stated that wire mesh should be used. 

            There was further discussion about the guard rail, balusters, lighting, ceiling tiles and the building trim. 

 

(2:31 elapsed)

            Mr. Azzi asked about the borings report and the revelation that something had been hit on two of the borings.  He indicated that a serious excavation may hit bedrock or a boulder.  That led to discussion about whether the bids should provide an amount per cubic yard for removing boulders and whether explosives might be needed to remove a boulder, which would require a seismic study beforehand.  Selectman Musselman argued that even large boulders could be removed without the use of explosives, using a bulldozer if necessary.  Mr. Azzi stated that his concern was that bedrock might be encountered.  Selectman Musselman argued that this is unlikely, as the ridge on which Town Hall sits is not bedrock.

 

Schedule and job management issues (2:41 elapsed)

 

            The discussion then turned to the schedule.  Selectman Musselman stated that a bidder promising earlier completion might be preferable and that this might cause a bidder other than the low one to be selected. 

            Mr. Azzi asked what recourse the Town would have if the bidder says that the project can be completed in 10 months, but it takes 20-30 months.  This led to a discussion regarding liquidated damages.  Mr. Azzi stated that there should be such a provision in the contract.  Selectman Musselman agreed that, in 40 years, his firm had not had a contract without a liquidated damages provision.  Mr. LaCombe suggested that there could be a provision of $200 per day late, with the contractor receiving an extra $200 for each day that the project is early.  Selectman Musselman agreed to look at the standard AIA contract. 

            There was discussion about the project continuing into the following winter and whether the contractor might need to budget for winter conditions.  Selectman Musselman argued that construction of the existing building would not be weather dependent.  Editor’s note:  The plan is to construct the new building first, move the staff, and then renovate the existing building.  The argument was apparently that the new building could be enclosed prior to the winter of 2015-2016, and that the existing building is already enclosed, removing any need to construct during winter conditions.

            Chairman Goldman then interrupted with information from the minutes of the meeting on the 21st, prior to the public meeting at the Library.  He stated that the conclusion would be that there would be a bid alternate for a simple cornice, an issue that had arisen earlier in the meeting.  The Committee then discussed and concluded that there would be no alternate.

            There was then discussion about the job meetings.  Mr. Azzi stated that such meetings are typically weekly.  He asked who would run the meetings and who would do the minutes.  Mr. LaCombe stated that it would be the contractor.  Mr. Azzi stated that he is accustomed to the architect running the meeting.  Mr. LaCombe stated that that would be unusual.  However, the architect would do its own minutes, which would be called a field report.  Selectman Musselman states that he has never heard of this.  In the case of his firm the engineer runs the meetings and does the minutes.  He stated that the Town is looking for SMP to make ensure project delivery. 

            In response to a question from Selectman Musselman, Mr. LaCombe acknowledged that SMP would be representing the Town, not itself.  He stated, however, that SMP would be bound by the documents.

            There was then discussion about substitute products for the insulated concrete forms (ICF) and lighting protection. 

            There was discussion about access for the staff and the public during construction.

 

Authorization to solicit bids (3:25 elapsed)

 

            Selectman Musselman stated that he believed that the project was ready to go out to bid.  He stated that the buildings would be very nice inside.  Chairman Goldman stated that there should be a motion and a vote. 

            Mae Bradshaw moved that SMP be authorized to solicit bids for construction based on the specifications and plans, as updated in the ongoing meeting.  Lucy Neiman seconded. 

            Hands were then raised.  Victor Azzi and Peter Kasnet are not observed on the video with raised hands at this time, and Mr. Kasnet had his arms folded. Mr. Goldman called for the hands to remain raised and then called out the names of those who had their arms raised.  At that point, Mr. Kasnet raised his hand to shoulder level and Mr. Goldman included his name among the votes in favor.  Mr. Azzi stated that he was “not prepared to vote in favor.”

 

(3:30 elapsed)

            Selectman Musselman stated that Milestone was declining to bid, which would leave three contractors.  Editor’s note:  Milestone had been retained by SMP to prepare the cost estimates.  Mr. LaCombe stated that the reason that Milestone was withdrawing is that they had picked up other contracted work.  There was then discussion about whether one of those excluded from the pre-qualified list should be added, however Selectman Musselman stated that there had not been an obvious next choice when the list of pre-qualified bidders was arrived at.

            It was agreed that the meeting previously scheduled for December 16 would not be necessary. 

 

(3:33 elaped)

            Selectman Musselman then asked Mr. Azzi about his concerns that had caused him to abstain. 

            Mr. Azzi stated that “I still have a number of unanswered questions… [regarding] things that we discussed tonight.  The sheathing and the OSB and the piers and how this building is going to support its loads.”  He continued, saying that he received the specifications only Monday or Tuesday, and the plans only yesterday.  Editor’s note:  The ongoing meeting occurred on a Wednesday.  Mr. Azzi added in a subsequent communication to the writer that”there is much more work to do” and “still too many unanswered important questions and issues.  The Construction Drawings and Specifications were still incomplete, still had omissions, still had errors, still needed corrections…”  There are “many architectural issues that have still not been revealed, discussed, nor resolved.  He added that “the Schematic Design phase was never completed, the Design Development phase was never completed, the Construction Documents phase (Drawings and Specifications) has not been completed, and nevertheless the Town Hall Committee is voting to proceed to construction.  Anybody who knows this business knows that, with few exceptions, normally, no succeeding phase would be initiated or undertaken unless and until the previous phase was thoroughly reviewed, understood, approved, and signed-off by the ‘owners.’”

            There was then discussion about a meeting after the January 5 bid due date.  The warrant article must be submitted by January 9, someone said.  It was agreed that the Committee would meet Wednesday, January 7 at 6:30 p.m.

 

(3:36 elapsed)

            Selectman Musselman stated that the bid opening would be Monday, January 5 at 3:30 p.m. in the Town Hall Courtroom.  The meeting will be public, he said, but would not be a Board of Selectmen meeting.  Editor’s note:  Information from a Town Hall Committee member indicates that the bid opening is now scheduled for 4:00 p.m. on January 7 at Town Hall. 

            There was then discussion about the issuance of an award letter.  Mr. LaCombe suggested that it be within 10 days after the opening.  Selectman Musselman suggested 30 days.  Mr. LaCombe stated that the company to which the contract is awarded should be able to champion the project at the Deliberative Session.  Editor’s note:  The Deliberative Session is scheduled for Saturday, January 31, 2015, with a snow date a week later. 

            Peter White asked about the references of the bidders.  Selectman Musselman assured him that they were good.  Town Administrator Magnant stated that Meridian had contacted him to inquire about the bidding process.

 

(3:42 elapsed)

            Whereupon the meeting adjourned.