Archive for the ‘Materials’ Category

Verifying Our Insulation Performance and Value

Friday, August 20th, 2010

We are getting closer to putting the tapered insulation down on our flat roofs so we can put the membrane on and get water tight.  Before doing so, we verified that the SIP roof has no ‘voids’ in the insulation where the individual pieces come together. 

In anticipation of the next step, becoming weather tight, Bryan picked up the first of 72 boxes of windows so we could confirm the window preparation requirements.  Since we will be seeing Carole Murray tomorrow, it is important to show that we’re progressing and getting the windows out of her warehouse!  Also today, Bryan continued working with Izzy on ensuring the HDPE coming out of each concrete pier can be joined to create our ground loop.

At the end of the day, Gino Attanasio from White Cap dropped off two more 10-lb containers of expanding foam for us to use in tightening up our building envelope.

Picking Up Our First Window

We have 72 boxes of sliding glass doors and windows at Murray Window and Door.  We can’t install the sliding doors and windows until we are weather tight.  Well, we probably could install them but we are choosing not to.

In anticipation of the first clerestory window installation, we picked up one of the 16 windows.  This will allow us to identify exactly how the windows will ‘fit’ and how we will need to attach the windows.  While we have shop drawings, it is always good to have the actual item on hand to avoid potential problems.

After hoisting the window up and onto the roof, we were able to see exactly how the clerestory windows will fit.  This was important as we may have a conflict with the nail fins and edge trim in each of the four corners where the two clerestory windows come together.

Using Thermal Imaging to Verify Our Insulation Value

In our house, the SIP panels are connected on the roof with either wooden I beams or 6×12 splines.  In either case, there is a possibility of leaving ‘voids’ in the EPS foam at these locations.  If a void is left then the insulation value of the roof is compromised.  Voids will reduce the insulation value much more than thermal bridges, which is another problem that we want to avoid.

Today, we took the opportunity to engage Lorna Fear, with Visual Cue Thermal Imaging, to spend a couple hours going through our project to verify that we didn’t have any voids between our SIPs.  Bryan and Lorna worked together, with Bryan explaining how the SIP construction worked and Lorna reviewing the thermal images and identifying where potential problems could be.  Lorna is an expert at interpreting the thermal images and ’seeing’ where there are inconsistencies in the building envelope.

The thermal imaging identifies different surface temperatures and displays those differences with different colors.  Since heat goes from hot to cold, a surface temperature that is colder than surrounding surfaces may indicate that the energy is being drawn into the building, through a less-insulated condition than the surrounding area.  However, surfaces may also reflect thermal energy, thus showing very ‘hot’ surfaces that may hide other problems.

Given her experience, Lorna can identify where potential problems may occur with our insulation.  Bryan asked Lorna to identify all potential problems locations as we can deal with ‘false positives’ at this stage.  If we miss a problem, it could be there for the life of the building.

Removing Concrete for Our Ground Loop

Bryan spent the afternoon with Izzy chipping away at the top of 6 of the 12 concrete piers on the West side of the house.  Ken Martin, from Silicon Valley Mechanical, fine-tuned the design of the geothermal ground loop so there are two ground loops on the West side that include six concrete piers in each ground loop.

Connecting the individual loops in each pier requires two 90 degree fittings and a short length of HDPE.  Then, the piers need to be connected to each other in a daisy chain manner, with a supply and return for each pier.  For the physical connection, Matt Jung (88HVAC) identified that we need a one-inch space for the cold ring and then another 4 inches to weld the fittings on.  Thus, there must be at least five inches of clear space on the top of each concrete pier where the connections will be located.

All of the piers need to be checked for sufficient space and, where additional space is required, the concrete must be removed.  Removing concrete is noisy, difficult and time-consuming (just ask Bryan). 

Picking up the first of 72 boxes from Murray Window and Door.  Bryan was smiling as he picked up the first box, especially since we will be seeing Carole Murray on Saturday afternoon at Black Ridge Vineyards.

Picking up the first of 72 boxes from Murray Window and Door. Bryan was smiling as he picked up the first box, especially since we will be seeing Carole Murray on Saturday afternoon at Black Ridge Vineyards.

We have the window on the roof, and unpackaged it so we could see exactly how it fit and what the potential issues would be when installing it (and its 15 other clerestory windows).

We have the window on the roof, and unpackaged it so we could see exactly how it fit and what the potential issues would be when installing it (and the other 15 clerestory windows).

 

Lorna, using her Fluke infrared thermal imaging camera, reviewing the South side of the South Gable over the Master Suite.

Lorna, using her Fluke infrared thermal imaging camera, reviewing the South side of the South Gable over the Master Suite.

Lorna uses her Fluke infrared thermal iimaging camera to review the upper flat SIP roof for voids.

Lorna uses her Fluke infrared thermal imaging camera to review the upper flat SIP roof for voids.

This is the thermal image with the surrounding image around it.  You can see the surface temperatures with the scale on the right hand side.

This is the thermal image with the surrounding image around it. You can see the surface temperatures with the scale on the right hand side.

Lorna using her Fluke infrared thermal iimaging camera, identified potenital locations where voids may be on the upper flat roof that need to be investigated.

Lorna using her Fluke infrared thermal imaging camera, identified potential locations where voids may be on the upper flat roof that need to be investigated.

On this thermal image you can see where the warm and cool locations are.  This therma image shows that there may be voids in the SIPs that need to be filled with expanding foam.

On this thermal image you can see where the warm and cool locations are. This thermal image shows that there may be voids between the SIPs that need to be filled with expanding foam.

Izzy and Bryan spent several hours removing concrete from the top of the concrete piers so the ground loops can be connected by 88HVAC.  Matt Jung of 88HVAC will be coming by the job site tomorrow (Sunday) to verify if additonal concrete needs to be removed.

Izzy and Bryan spent several hours removing concrete from the top of the concrete piers so the ground loops can be connected by 88HVAC. Matt Jung of 88HVAC will be coming by the job site on Sunday to verify if additional concrete needs to be removed.

Hiding Our Steel Roof Beam

Wednesday, March 31st, 2010

The W8×18 steel beam is being buried in our mid-level flat roof.  After it is assembled, only the steel post will be visible.

Receiving the Rim Board from Channel Lumber

Our order from Channel Lumber is now complete.  They delivered our TimberStrand rim board today, which we need to cover the bottom of the gable ends and to secure the gables to the mid-level flat roof.  Channel Lumber is supplying all of our FSC-certified lumber.  Their web site is ChannelLumber.com and their FSC chain of custody number is number SCS-COC-00850.

Hiding Our Steel Roof Beam

We’re going to hide our W8×18 steel beam in a SIP.  Yes, this is the beam with all the holes, stiffeners, steel plates, etc. that we measured multiple times, had fabricated in Gilroy, and then spent several hours installing yesterday.  And, yes, it is quite fitting that we hide this beam in our SIP roof.

Although we want to show certain structural components of our design, such as the huge steel I-beams supporting the concrete floor and the 8×12 wooden drop beam in the Kitchen/Dining Room, at the same time we are looking for a clean and simple look.  Thus, we’re not exposing any Simpson Strong Tie hardware nor do we want this W8×18 beam or any of its associated connections to be visible.

But, we want to have the stainless steel bolts and screws showing on our bridges and stairs.

It will be fun to see our vision unfold.

Our gable SIP roof has a 90 degree angle at the top, where it is supported by our ridge beams.  Thus, we need to have a triangular cap on the top of each of the ridge beams.  Using FSC-certified wood, we had Channel Lumber mill these ridge beams to the exact size.

Our gable SIP roof has a 90 degree angle at the top, where it is supported by our ridge beams. Thus, we need to have a triangular cap on the top of each of the ridge beams. Using FSC-certified wood, we had Channel Lumber custom mill these ridge beams to the exact size.

View from Winchester Boulevard, showing the ridge beam with the remilled Douglas Fir bottom and FSC-certified custom milled tops.

View from Winchester Boulevard, showing the ridge beam with the remilled Douglas Fir bottom and FSC-certified custom milled tops.

The truck from Channel Lumber arrived with our load of TimberStrand rim board, which we require to assemble the gable roofs.

The delivery truck from Channel Lumber arrived with our load of TimberStrand rim board, which we require to assemble the gable roofs.

Yes, our TimberStrand rim boards are neatly wrapped for delivery ...

Yes, our TimberStrand rim boards are neatly wrapped for delivery ...

The driver getting the load ready to roll off the truck ...

The driver getting the load ready to roll off the truck ...

Our 13 pieces of 16 ft rim board, unwrapped and ready to hoist onto the roof.

Our 13 pieces of 16 ft rim board, unwrapped and ready to hoist onto the roof.

As Canadians, it makes us smile knowing that we have some good Canadian softwood fiber throughout our house!

As Canadians, it makes us smile knowing that we have some good Canadian softwood lumber throughout our house! Bryan spent his formative years in Prince George, B.C. and many of his friends work in the forestry and related industries.

The mid-level flat roof SIP will hide our W8x18 steel beam.  The plates welded to the beam are for the posts that will support the upper-level flat room.  We're getting there!

The mid-level flat roof SIP will hide our W8x18 steel beam. The plates welded to the beam are for the posts that will support the upper-level flat room. We're getting there!

Installing Our First Ridge Beam

Monday, March 29th, 2010

Francisco Espinoz said, ‘We’ll get the ridge beam in today.”

And it was so.

Reviewing the W8×18 Beam in Gilroy

Larson Steel was fabricating our W8×18 steel beam at their shop in Gilroy today.  Since Bryan had to pick up another 4×10 remilled wooden beam in Watsonville, he made a loop starting with Gilroy.

The beam looked good, with the Simpson GLT welded on the end and the four sets of steel plates being welded along the top.  The holes and Nelson studs were still to be completed, but were marked on the beam.

Looks like we’re on track to install the steel beam on Tuesday morning.  Way cool.

Over to Watsonville

When Nik and Bryan picked up the wooden beams on Friday at Jackel Enterprises in Watsonville, they only picked up four beams.  We need five.  No problem, especially since Nik and Bryan had taken and recorded a complete inventory of the 20 beams on Friday. 

With surgical precision (this time), Bryan was able to select, remove and load a 4×10 beam onto the truck.  Now, we have 15 beams in Watsonville.

Picking Up Custom CCQs and ECCQs at Peninsula Building Supply

We need several Simpson Strong Tie CCQs and ECCQs to connect our 4×6 and 6×6 posts to the 7.00×11.25 Paralam flush beams.  Also, there are a number of CCQs and ECCQs that connect posts to 6×12 beams around the Atrium.  While the connectors for 6x are stocked, the 7-1/8 inch wide CCQs and ECCQs are manufactured to order.  Since our custom CCQs and ECCQs were completed and ready, Bryan went to Peninsula Building Materials in Sunnyvale to pick them up.

With those key tasks completed, Bryan returned to the job site at the end of the day.

Installing Our First Ridge Beam

The six-member framing team from Earth Bound Homes were ready to install the first ridge beam.  The ridge beam is 5.25 inches wide and 16 inches tall.  To hide the engineered wood, we cut an original, remilled 4x Douglas Fir beam, now 3 inches by 9 inches,  to 5-1/2 inches wide and put it on top of the four posts.  Then, we could put the engineered beam on top so its face would not be visible.

Having prepared the posts and put the Douglas Fir beams in place, it was time to install the ridge beam.  First, we moved the beam from the ground to the roof, then positioned it to sit on top of the four posts.  Considering the beam is 35 ft long and we didn’t have a crane on site, this required some careful planning.  And strong guys.

After positioning the beam, Bryan joined the team and all seven hoisted the beam into position.  It was then secured and the site buttoned down with tarps for the forecasted showers tonight.

It was satisfying to see the ridge beam from Winchester Boulevard.

View from the Garage roof showing the 7.00x11.26 flush beam that will support the South side of the North gable roof.  We need this beam in place so we can connect it to the steel beam from the Garage.

View from the Garage roof showing the 7.00x11.25 flush beam that will support the South side of the North gable roof. We need this beam in place so we can connect it to the steel beam from the Garage.

Corner of the Garage/Atrium where the steel beam will sit.  Note the connection detail from the concrete to where the steel beam will go.  This is a critical, and expensive, location in the structure.

Corner of the Garage/Atrium where the steel beam will sit. Note the connection detail from the concrete to where the steel beam will go. This is a critical, and expensive, location in the structure.

Given our desire to increase the structural strength and reduce the exposed hardware, Shane Lothrop (from Innovative Structural Engineering and our Engineer of Record, specified 3/4-inch lag bolts with at least 4 inches of embedment from the cap in the beam and 8 inches of thread embedded in the post.  Given the beams are 16 incheds tall, we needed long lag bolts.  The original structural plans specified 1/2-inch lag screws with 5 inches of embedment.

Given our desire to increase the structural strength and reduce the exposed hardware, Shane Lothrop (from Innovative Structural Engineering and our Engineer of Record) specified 3/4-inch lag bolts with at least 4 inches of embedment from the cap in the beam and 8 inches of thread embedded in the post. Given the beams are 16 incheds tall, we needed long lag bolts. The original structural plans specified 1/2-inch lag screws with 5 inches of embedment.

North end of W8x18 steel beam, showing Simpson Strong Tie GLT welded to the beam.  This will connect to the 7.00x11.25 Paralam beam.

North end of W8x18 steel beam, showing Simpson Strong Tie GLT welded to the beam. This will connect to the 7.00x11.25 Paralam beam.

Top of the W8x18 steel beam showing the four sets of steel plates that will connect to the 4x6 and 6x6 posts supporting the upper-level flat roof.

Top of the W8x18 steel beam showing the four sets of steel plates that will connect to the 4x6 and 6x6 posts supporting the upper-level flat roof.

The six-member team from Earth Bound Homes (and Bryan) moved the 35 ft long beam onto the roof and staged it so it can be moved into position over the posts.

The six-member team from Earth Bound Homes (and Bryan) moved the 35 ft long beam onto the roof and staged it so it can be moved into position over the posts.

Our first ridge beam is in place!

Our first ridge beam is in place!

View of bottom of ridge beam in Foyer.  Note how the bottom face is covered with the remilled Douglas Fir beam from the original structure.

View of bottom of ridge beam in Foyer. Note how the bottom face is covered with the remilled Douglas Fir beam from the original structure.

Ridge beam in place.

Ridge beam in place.

Confirming the Last Measurements for Our W8×18 Steel Beam

Friday, March 26th, 2010

Bryan was at the job site early this morning to confirm the last measurements for our steel beam.  Then, off to Watsonville to pick up 4 of our 20 remilled wooden beams from the original house.  And, finally, a stop at Peninsula Building Materials for our Simpson Strong Tie connectors.

And, it was a beautiful, blue-sky California day.

Confirming the Last Measurements for Our W8×18 Steel Beam

Bryan worked with Francisco Espinoz (Earth Bound Homes) to confirm the locations of the steel plates on our W8×18 steel beam.  These 1/4-inch steel plates will connect the 4×6 and 6×6 posts to the 6×6 wooden beam that supports the upper-level flat SIP roof.

The spacing of these posts will establish the width of the clerestory windows, so it is important to get the correct dimensions.  As noted yesterday, we want to have a ‘clean’ and simple look, with minimal trim around the windows, so there isn’t any room to hide measurement or fabrication errors.

Picking Up Our Original Wooden Beams in Watsonville

We deconstructed the roof of the original house nail-by-nail, board-by-board and beam-by-beam.  All of the 2×6 T&G Redwood decking and 4x Douglas Fir beams were trucked to Jackel Enterprises in Watsonville on October 8 and October 9, 2008 for milling.

Today, Nik and Bryan went to Watsonville to take a detailed inventory of the 20 4x remilled Douglas Fir beams and bring the first of those original beams to the project site to go back into the roof structure.

They measured each of the beams and selected 4 of the 20 beams to use under the Paralam ridge beams supporting the gable roofs.  The structural design of the gables is for a 6×6 post to support either 7.00 x 16.00 Paralam or 5.25 x 16 Paralam beams.  In order to see wood, we are putting the non-structural Douglas Fir beams under the structural Paralam beams. 

Since the framing team is ready to construct the ridge assembly, we needed to retrieve the original beams from storage at Jackel Enterprises’ warehouse facility in Watsonville.

After delivering the original beams to the job site, Bryan went to Peninsula Building Materials‘ Sunnyvale yard to pick up our of Simpson Strong Tie CCQs, ECCQs and AC6 connectors.  Obtaining these structural components is now on the critical path for completing the roof.

Tom Regan of Peninsula Building Materials had visited our job site a couple weeks ago as he wanted to be part of our project.  We had obtained our five Hardy Frames from Peninsula on Friday, February 12.  It is good to have Peninsula on our team.

View of the components at the corner of the concrete wall between the Garage and the Atrium.  This is a critical area for transferring lateral forces from the roof assembly to the shear wall (concrete foundation).

View of the components at the corner of the concrete wall between the Garage and the Atrium. This is a critical area for transferring lateral forces from the roof assembly to the concrete foundation (shear wall).

Measuing the distance between the beams so the posts can be spaced evenly, resulting in the same size clerestory windows around the Atrium.

Measuing the distance between the beams so the posts can be spaced evenly, resulting in the same size clerestory windows around the Atrium.

The opening in the Atrium is 20 ft 2 inches, so the center of the first post will be at 60-1/2 inches.  Since the steel beam starts at 49-1/2 inches, the center of the steel plates will be 11 inches from the South end of the steel beam.

The opening in the Atrium is 20 ft 2 inches, so the center of the first post will be at 60-1/2 inches. Since the steel beam starts at 49-1/2 inches, the center of the steel plates will be 11 inches from the South end of the steel beam.

Our truck waiting (patiently) to be loaded.

Our truck waiting (patiently) to be loaded.

Our 20 4x Douglas Fir beams from the original house.  After taking a complete inventory, Bryan and Nik selected the first four beams to take to the project site today (marked with red tape).

Our 20 4x Douglas Fir beams from the original house. After taking a complete inventory, Bryan and Nik selected the first four beams to take to the project site today (marked with red tape).

Loading the beams on our truck.

Loading the beams on our truck.

Nik, stretching to ensure the beams are secured to the truck.

Nik, stretching to ensure the 30 ft long beams are secured to the truck.

 

Going to Peninsula Building Materials' yard in Sunnyvale to pick up our Simpson Strong Tie connectors.

Going to Peninsula Building Materials' yard in Sunnyvale to pick up the Simpson Strong Tie connectors.

Scott Andersen noted that our conduit was not marked clearly and it could be a safety hazard.  We had it marked in red tape.  Look OK now?

Scott Andersen noted that our conduit was not marked clearly and it could be a safety hazard. We had it marked in red tape. Look OK now?

Touring the Insulspan Manufacturing Facility and the Wise Houses

Friday, February 26th, 2010

It was impossible to get up to Whistler in a rental car so Paul and Bryan went to see the Olympic snowboarding at Cypress Mountain.  Unfortunately, it started raining heavily so they left.  On his way out of Vancouver, Bryan took the opportunity to visit the Insulspan manufacturing facility in Delta.  Then, he enjoyed full tour and a fantastic meal at the Wise house on Bainbridge Island.

Seeing the Olympic Women’s Snowboarding

Although it was pleasant when Paul Marcaccio and Bryan left Vancouver, it was pouring rain at their arrival at Cypress Mountain.  After watching the final four snowboarders, they decided to leave the event. 

Weather 1, Spectators 0.

Touring Insulspan’s Manufacturing Facility

After returning from Cypress Mountain, Bryan left the Westin Bayshore and drove south in the rental car.  On the way, Dave Stevenson offered him a tour of Insulspan’s manufacturing facility in Delta, BC.  The facility is adjacent to Highway 91, so it was directly on the way to the Canada-U.S. border.

Dave took Bryan through the plant and showed him how they manufacture their SIPs (structural insulated panels).  All of the manufacturing waste is recycled, which is one of the reasons why SIPs are considered ‘green’ (vs the tremendous amount of construction waste that is generated through typical on-site construction activities.

Bryan even saw the exact location where our SIPs were stored after being manufactured in October.  Bill Edwards of Insulspan took photos of our SIPs on Thursday, November 5, 2009.  Our SIPs were loaded on three trucks at the manufacturing facility on Friday, November 27, 2009 and arrived at our job site on Wednesday, December 2, 2009.

We’re looking forward to hosting our second Collaborative Informational Session where Dave Stevenson can be at our project site and show others in the Bay Area how to build with SIPs.

Touring Two Homes on Bainbridge Island

Although Bryan went to Vancouver to see the 2010 Olympics on this trip, the primary focus was to see two homes on Bainbridge Island.  How these two homes were built is an interesting story.

First, the owners of the property, the Wise family, lived in the existing house while they built their guest house.  They moved into the guest house when it was completed so they could construct the main house.  This is where it gets interesting.

Rather that demolish (bad) or deconstruct (better), they chose to move the house to another location on Bainbridge Island (best).  That sounds reasonable, right?  Except they moved the house with a boat (amazing!).

The Do It Yourself Network filmed a full segment over the month that it took to move the house to its new location on Bainbridge Island.  The segment is currently being aired several times in March 2010.  You can see it under ‘Massive Moves - Floating House‘ on the Do It Yourself Network (episode DMSM-103).

Bob and Lisa Wise took Bryan on a full tour of both homes and then everyone enjoyed a fabulous dinner.

The tour of these two homes was inspiring!

View of Vancouver, including Lions Gate Bridge and the downtown waterfront.  The weather was looking ok.

View of Vancouver, including Lion's Gate Bridge and the downtown waterfront. The weather was looking ok.

Once at Cypress Mountain, we had to go through security screening.  It was easy, fast and efficient.

Once at Cypress Mountain, we had to go through security screening. It was easy, fast and efficient.

Watching the semi-finals of the Women's Snowboarding at the 2010 Olympics at Cypress Mountain.

Watching the semi-finals of the Ladies Snowboarding at the 2010 Olympics at Cypress Mountain.

On the way down, we saw the site of the aerials.

On the way down, we saw the site of the aerials.

Arriving at the Insulspan manufacturing facility in Delta, Canada.

Arriving at the Insulspan manufacturing facility in Delta, Canada.

Dave Stevenson in his office, scheduling his presentation for the second Collaborative Informational Session at our project site.

Dave Stevenson in his office, scheduling his presentation for the second Collaborative Informational Session at our project site.

Manufacting a SIP starts with huge sheets of OSB (Oriented Strand Board).

Manufacting a SIP starts with huge sheets of OSB (Oriented Strand Board).

All waste in the plant is recycled and reused.  A completed SIP is on the left and the white foam cuttings are being collected.

All waste in the plant is recycled and reused. A completed SIP is on the left and the white foam cuttings are being collected.

Warehousing of completed SIPs, manufactured to the specific requirements for each job.

Warehousing of completed SIPs, manufactured to the specific requirements for each job.

The SIPs for our project were stored at this location (by the yellow posts) after they were manufactured in October.  The green objects are styrofoam blanks, which get 'sandwiched' between the two sheets of OSB.

The SIPs for our project were stored at this location (by the yellow posts) after they were manufactured in October. The green objects are styrofoam blanks, which get 'sandwiched' between the two sheets of OSB.

Bryan, Lisa and Bob, about to start the tour (cheers!).

Bryan, Lisa and Bob, about to start the tour (cheers!). Photo by Alison Wise.

The finish detail was exceptional.  You can see the vertical grain Douglas Fir cabinets and detailed reveals.

The finish detail was exceptional. You can see the vertical grain Douglas Fir cabinets and detailed reveals.

Central vacuum sweeping location in foyer.  Several friends, including the Wise family, thoroughly endorse sweeping vents that are connected to the central vacuum system.

Central vacuum sweeping location in foyer. Several friends, including the Wise family, thoroughly endorse sweeping vents that are connected to the central vacuum system.

Another sweeping location under the island in the kitchen.  Note the dual dishwashers.

Another sweeping location under the island in the kitchen. Note the dual dishwashers.

Building the Master Suite

Tuesday, February 23rd, 2010

For the first time, we could ’see’ our Master Suite.  It looks great!

Moving the SIPs

When our SIPs arrived on December 2, 2009, we placed the SIPs around our project site so we could proceed most expeditiously.  Now, with the framing almost complete, we needed to move the SIPs that were stored in the Master Suite.

Until today, the Master Suite was full of SIPs.  Moving the SIPs to the middle of the Living Room allowed us to see the Master Suite for the first time.  Also, the team from Earth Bound Homes put the 6×10 beams into the Foyer and Master Suite so the SIP wall at the front of the house was plumb.

Our Beams Arrive from Idaho

We are using reclaimed Douglas Fir beams throughout the house in most locations where beams are exposed, and we have six engineered beams.  There are four exposed beams that we sourced from ‘dead standing’ trees.  All other beams and wood in the house is FSC-certified.  

The four key exposed beams are:

  1. 40 ft long 8×12, which will extend from the Garage through the Cabinet Wall, to the Dining Room and cantilever out 5 ft over the back of the house
  2. 26 ft long 4×14, which will be non-structural and cover the Paralam beam supporting the mid-level SIP over the sliding glass door at the back of the Living Room
  3. 18 ft long 6×10 header over the Garage door, which is Select Structural
  4. 25 ft long 6×10 drop beam that is over the header in the Garage, which is also Select Structural

The four beams noted above were bought through Craftmark, Inc., which is located in McMinnville, OR.  Craftmark sourced the beams from Specialty Beams, located in Noxon, ID.  

 We’re ready for the crane tomorrow.

The Living Room has space available, so we can move the SIPs from the Master Suite through to the Living Room.

The Living Room has space available, so we can move the SIPs from the Master Suite (under the silver tarps) through to the Living Room.

Dave Edwards' team from Earth Bound Homes worked with Bryan and moved the SIPs across the bridges into the Living Room, so we could work on the Master Suite.

Dave Edwards' team from Earth Bound Homes worked with Bryan and moved the SIPs across the bridges into the Living Room, so we could work on the Master Suite. The SIPs are under the silver tarps.

With the SIPs moved, we can 'see' the Master Suite for the first time.  It looks great!

With the SIPs moved, we can 'see' the Master Suite for the first time. It looks great!

The first of two exposed 6x10 beams in place, which separates the Master Study from the Master Bedroom in the Master Suite.

The first of two exposed 6x10 beams in place, which separates the Master Study from the Master Bedroom in the Master Suite.

Our four beams arrived on a truck, direct from Noxon, Montana.  The longest beam is 40 ft long.  Wayh cool.

Our four beams arrived on a truck, direct from Noxon, Montana. The longest beam is 40 ft long. Way cool.

We opened the packaging to see the end of the beam.  It looked good as it was FOHC (Free of Heart Center).  This beam was cut from a 'standing dead' Douglas Fir tree.

We opened the packaging to see the end of the beam. It looked good as it was FOHC (Free of Heart Center). This beam was cut from a 'standing dead' Douglas Fir tree in Northern Idaho and milled by Specialty Beams in Noxon, Idaho.

The Master Suite was covered with tarps for the evening.  We are sistering two 6x10 beams together in the Master Suite, as shown in this photo.  There are two windows, in identical locations as in the original house.

The Master Suite was covered with tarps for the evening. We are sistering two 6x10 beams together in the Master Suite, as shown in this photo. There are two windows, in identical locations as in the original house.

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