Archive for the ‘Visitors’ Category

Hosting Richard Holman’s Site Visit

Saturday, February 6th, 2010

Richard Holman, an instructor in the Environmental Studies Department at De Anza College, visited our site today.  He teaches energy courses, such as design of solar thermal systems.  Once we install our geothermal and other systems, Richard may bring his students for a site visit.

Also, Bryan bought a number of Simpson Strong Tie products that will be used for our framing on the ground floor.

Richard Holman arrives at our job site.

Richard Holman arrives at our job site.

Richard, not familiar with SIPs (structural insulated panels), peeked under the protective tarps.

Richard, not familiar with SIPs (structural insulated panels), peeked under the protective tarps.

Richard liked the FSC-certified wood that we are using in our project.

Richard spotted, and liked, the FSC-certified wood that we are using in our project.

At the back of the house, we will hang the Paralam beam to other beams, which will require Simpson hangers.

At the back of the house, we will hang the Paralam beam to other beams, which will require Simpson hangers.

Stack of Simpson 6x hangers.

Stack of Simpson 6x hangers.

Simpson SDS fasteners and galvanized nuts for anchor bolts.

Simpson SDS fasteners and galvanized nuts for anchor bolts.

Using Low-E Reflective Insulation as a Capilliary Break

Friday, January 15th, 2010

The job site was very busy today.  We were framing the interior walls in the lower level, measuring the openings for the windows and sliding doors, and signing a Canadian passport application.

Providing a Capillary Break Under the Pressure Treated Bottom Plates

Moisture inside a house is bad because it creates an environment where mold can flourish.  In houses that are very ‘leaky’, the moisture problem is somewhat reduced.  On the other hand, it is exacerbated in a ‘tight’ house.  There is an excellent presentation on GreenBuildingAdvisor.com entitled, ‘Got Mold? Energy Efficiency and Moisture Management‘ that was presented by Mike Guertin and Peter Yost on December 18, 2009.  It is 63 minutes long and well worth watching.

Under our Durability Planning, our integrated project team completed a Durability Risk Evaluation Form that identified all moderate- and high-risk durability issues for the building enclosure.  Then, we developed specific measures to address those issues.  In addition, we identifed and incorprated indoor moisture control measures with our plans.

Given we have an immense amount of concrete in our house, we will have a huge potential pool of moisture in that concrete.  Water can move through concrete into wood, hence building codes require pressure-treated wood wherever wood is in direct contact with concrete.

Water, however, can move through capilliary action through wood and other materails.  Thus, having a pressure treated bottom plate that is resting on concrete will prevent the moisture in the concrete from rotting the bottom plate.  The pressure treated bottom plate may allow the moisture to migrate through it to the stud walls, which may cause mold and rot.

Having a capilliary break between the bottom plate and the concrete prevents water from gaining access to the bottom plate.  We are using a product called ‘Low-E Reflective Insulation‘, which is a reflective insulation and is made of two layers of aluminum foil with a closed cell foam in between (sometimes known as ‘foil-bubble-foil’).   Bryan met Charlie Snow at West Coast Green in San Francisco on October 12, 2009, when they first discussed this project and how Low-E Reflective Insulation would provide significant benefits to increasing the energy performance of the house.

We are using Low-E Reflective Insulation in every instance where wood touches concrete.  An additional benefit in our exterior walls will be to use the Low-E Reflective Insulation between the mud sill and the foundation.  Low-E Reflective Insulation will provide a capilliary break for moisture and provide a tight seal so air cannot go through the wood and the concrete.  This will make our house tighter and more energy efficient.  Although we will have separate termite shields in place, the Low-E Reflective Insulation will provide another defensive barrier for termites.

The Low-E Reflective Reflective Insulation comes in rolls that are 48 inches wide and 125 feet long.  Our framing team cut the Low-E Reflective Insulation into strips 5-1/2 and 3-1/2 inches wide so it could go under 2×6 and 2×4 plates.

Establishing the Window and Sliding Door Opening Dimensions

As we’re framing the lower level we are zeroing in on establishing the exact dimensions for our windows and sliding glass doors.  Annie Rouse (Murray Window and Door) and Dave Edwards (Earth Bound Homes) walked through the house and reviewed the dimensions for each window and sliding glass door.

This task required an immense amount of attention to detail.  Making an error with an aluminum frame and double pane glass will be expensive and look bad.  Also, we pulled in Francisco, who is doing the actual framing on site, on several occasions so we’re all on the same page with how the windows and sliding doors will fit.

Signing a Canadian Passport Application (Guarantor)

Our friend, Mats Menhardt, is a Canadian citizen and requires a new passport (Canadian passports are only valid for five years).  His mother, Trixi, brought his completed passport application to the job site for Bryan to review and sign.

That was easy.

Roll of Low-E Insulation (48 inches wide by 125 feet long).

Roll of Low-E Reflective Insulation (48 inches wide by 125 feet long).

Close up of the packaging.

Close up of the packaging.

Trimming the Low-E Insulation so it will go under the 2x6 plate.  Trimming the insulation was easy and fast.

Trimming the Low-E Insulation so it will go under the 2x6 plate. Trimming the insulation was easy and fast.

The Low-E Insulation is under the 2x6 pressure treated plate and it will provide a capilliary break and prevent moisture from moving from the concrete to the wood.

The Low-E Insulation is under the 2x6 pressure treated plate and it will provide a capilliary break and prevent moisture from moving from the concrete to the wood.

Without the capilliary break, water could move through the pressure treated bottom plate and cause mold and rot in the 2x6 studs.

Without the capilliary break, water could move through the pressure treated bottom plate and cause mold and rot in the 2x6 studs.

Dave Edwards (left) with Annie Rouse (back) and Francisco (measuring).  Trixi (right) is getting the passport application out for Bryan to sign.

Dave Edwards (left) with Annie Rouse (back) and Francisco (measuring). Trixi (right) is getting the passport application out for Bryan to sign.

Trixi, holding Mats' completed and signed Canadian passport application.

Trixi, holding Mats' completed and signed Canadian passport application.

Hosting Christie’s Site Visit

Friday, December 25th, 2009

Jo-Anne’s cousin, Christie Tunnoch, was visiting us for the holidays so we dropped by the job site on Christmas Day for a quick tour.  The site was looking good in the sunshine.

Sunny Christmas day at the job site.

Sunny Christmas day at the job site.

Christie walks the property with a critical eye in the sunshine.  (We passed her inspection!)

Christie walks the property with a critical eye in the sunshine. (We passed her inspection!)

Hosting Lisa Meline’s Site Visit and Going to Watsonville

Monday, December 21st, 2009

Lisa Meline, of Meline Engineering, is a key member of our design team as she designed our geothermal heat exchange ground loops and completed the initial design of our radiant system inside the house.  Importantly, Lisa introduced us to Matt Jung of 88HVAC.

Lisa sent an e-mail last week saying that she had some meetings in the Bay Area and she would like to visit our site and see the progress to date.  Perfect.  Lisa showed up 15 minutes early and reviewed the site with Bryan.

Lisa arrived at the site early to review our progress to date.

Lisa arrived at the site early to review our progress to date.

Lisa taking photos of the PEX in the concrete piers.

Lisa taking photos of the PEX in the concrete piers.

Lisa was most impressed with the PEX in the concrete and took a photo of the PEX that was pressurized to 100 PSI (and holding the pressure!).

Lisa was most impressed with the PEX in the concrete and took a photo of the PEX that was pressurized to 100 PSI (and holding the pressure!).

Quick Trip to Watsonville to See Jackel Enterprises

After Lisa left, Bryan and Christie Tunnoch, who was visiting from Vancouver, Canada, went ‘over the hill’ to Watsonville to Jackel Enterprises so we could measure the reclaimed beams from the original structure and to take a quick look at our resawn redwood decking.

Since we need 6×10 beams, we will need to identify where we will use the original beams in the remodelled ground floor.

Bryan and Christie met with Steve Jackel, who showed them some of the FSC inventory of FSC lumber that he had as well as other large timbers from British Columbia, Canada.

Steve Jackel showing FSC lumber that he is holding in his inventory.

Steve Jackel showing FSC lumber that he is holding in his inventory.

Original Douglas Fir beams from 1969.

Original Douglas Fir beams from 1969.

More original beams from 1969.

More original beams from 1969.

The original 2x6 tongue and groove redwood decking that has been cut in half and remilled (now is 5/8-inch thick) with a new tongue and groove.

The original 2x6 tongue and groove redwood decking that has been cut in half and remilled (now is 5/8-inch thick) with a new tongue and groove.

Huge 14-inch by 14-inch Douglas Fir beams from British Columbia (not FSC).

Huge 14-inch by 14-inch Douglas Fir beams from British Columbia (not FSC).

Steve showed us some wood that he is slowly drying in his kiln.

Steve showed us some wood that he is drying slowly in his kiln.

Shipping Our SIPs and the Walters Visit Our Site

Friday, November 27th, 2009

Bryan received a call today from Bill Edwards of Insulspan.  Bill apologized for interrupting our tool shopping on ’Black Friday’ (we bought an air compressor and a DeWalt miter saw) as he wanted to advise us that our SIPs will arrive at our job site on Wednesday morning (12/02/09) at 8:00 am.

Shipping Our SIPs

Bill explained that there will be three trucks; two truckloads full of SIPs and the third truck will have the remaining SIPs and all the hardware.  He sent the photos below to show us what to expect.

We need to ensure we have a crane ready and waiting, and that we have space to store the SIPs until we can place the SIPs on the structural framing.

Once we have the SIPs, the house should come together quickly.

Our SIPs in Delta, BC (Vancouver) loaded and ready to go on Friday, 11/27.

Our SIPs in Delta, BC (Vancouver) loaded and ready to go on Friday, 11/27/09.

Back of the truck.  Note the reference numbers on each panel.

Back of the truck. Note the reference numbers on each panel.

Truck #2, with more SIPs.

Truck #2, with more SIPs.

Front of truck #2.

Front of truck #2.

The Walters Visit Our Site

It was a great Thanksgiving dinner last night and, yes, we discussed our project several times.  Worth and Lena Walters were at the dinner with their two sons, Bjorn and Andreas.  Everyone, except Bjorn, has visited our project site and, during a lull in their Black Friday shopping, they called and said they would drop by.

Jo-Anne wanted to verify the progress so she joined us, too.

The Walters inspecting progress since their last visit.

The Walters inspecting progress since their last visit.

The lower level is looking fine - we need to pour concrete!

The lower level is looking fine - we need to pour concrete!

Preparing for the Rains

Monday, October 12th, 2009

The forecast is for 100% probability of rain tomorrow.  It was time to ensure the site office is watertight and the site is ready for rain.

Bryan had a good design session with Scott this morning at Hotel Los Gatos.  Scott and Sue are were there last night and are staying in San Francisco tonight before returning to Toronto tomorrow morning.

Design Discussion with Scott

Scott reviewed the plans and, after seeing the space yesterday, outlined the lighting plan for each of the rooms.  Scott and Bryan reviewed a number of alternatives for the atrium, gable roofs, and exterior.  During the discussion, Scott recommended that we consider including some art niches in the wall by the Bridge Hall.  We will definitely be following up on this one.

For the atrium and feature concrete wall, Scott is going to put some light fixture samples together so we can ‘test’ how the lights will wash the concrete wall.  These samples are not for the fixtures but, rather, so we can see what type of lighting we would prefer.  This will help Scott in recommending which fixtures to use.

Scott, Sue and Bryan then went to the project site so they could consider the design alternatives relative to the space.  After 45 minutes, Scott and Sue left for San Francisco.

Scott, on Canadian Thanksgiving, reflecting on the bridge.

Scott, on Canadian Thanksgiving, reflecting on the bridge.

 

Bryan and Scott discussing lighting alternatives and how to show our feature concrete wall.

Bryan and Scott discussing lighting alternatives and how to show our feature concrete wall.

Scott and Bryan discussing design alternatives.

Scott and Bryan discussing design alternatives.

 

Scott explaining how to the test lights will work.

Scott explaining how to the test lights will work.

Buttoning Up the Temporary Site Office

Given the weather forecast, Bryan spent several hours buttoning up the project site.  Importantly, he put a new tarp over the temporary site office roof to help reduce the probability of leaks tomorrow.

Our Davis weather station looked good today.  We’ll see exactly how much rain and wind our site receives tomorrow.

The site is looking secure with our first winter rain storm arriving shortly.

The site is looking secure with our first winter rain storm arriving shortly.

Bryan put primer on the exposed steel, where the bridges and posts were welding on Saturday.

Bryan put primer on the exposed steel, where the bridges and posts were welded on Saturday.

Ends of Bridge Hall, primed and ready.

Ends of Bridge Hall, primed and ready.

New blue tarp on the roof of our temporary site office.

New blue tarp on the roof of our temporary site office.

Our Davis weather station, ready to log the rainfall and winds tomorrow.

Our Davis weather station, ready to log the rainfall and winds tomorrow.

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