Archive for the ‘Engineering’ Category

Bringing Our Reclaimed Beams Home

Friday, February 19th, 2010

We completed several tasks on our critical path to completing our SIP roof today.  An important task was to have all of the beams on site so they could be graded.  Having our beams is critical so the structural framing can be completed on the ground floor so we can move the SIPs onto the roof with the crane on Wednesday.

Picking Up Our Reclaimed Beams After Milling in Watsonville

Dave Merchant, from Out of the Woods, loaded the three beams that we milled to size on Tuesday at his site in Bonny Doon.  Dave met Bryan in Watsonville at Jackel Enterprises, where we loaded the remainder of the beams that were being milled.  From there, Bryan followed Dave up Highway #1 and over the hill to our project site.  There, our framing crew unloaded the beams by hand and staged them for grading.

Charlie Jourdain, from Redwood Inspection Service in Pleasant Hill, arrived on our site as planned and the beams were ready for him.  Charlie examined and graded each beam, then stamped the end of each beam.  He will be sending us a certificate stating the grade of each beam.  Note that Redwood Inspection Service is a division of California Redwood Association, of which Charlie is the President.

Loading our recently milled reclaimed Douglas Fir beams in Watsonville.  The beams on the truck were milled by Dave Merchant in Bonny Doon.

Loading our recently milled reclaimed Douglas Fir beams in Watsonville. The beams on the truck were milled by Dave Merchant in Bonny Doon.

Bryan followed Dave's truck back from Watsonville.  Dave is going up Winchester Boulevard with our reclaimed beams.

Bryan followed Dave's truck back from Watsonville. Dave is going up Winchester Boulevard with our reclaimed beams.

Dave backed the trailer into our site so it could be unloaded quickly and easily.

Dave backed the trailer into our site so it could be unloaded quickly and easily.

Charlie Jourdain, President of California Redwood Association, came to our job site and graded our reclaimed beams.  Charlie is measuring the grain of the wood as the grain runs diagonally in this beam.

Charlie Jourdain, President of California Redwood Association, came to our job site and graded our reclaimed beams. Charlie is measuring the grain of the wood as the grain runs diagonally in this beam.

Charlie measured and graded all of our beams on site, which were just delivered a few hours ago.

Charlie measured and graded all of our beams on site, which were just delivered a few hours ago.

Making Insulated Headers

On the West side of our house we have two bathrooms.  The beams that support the SIP roof at the front and back of the house extend through the building.  However, we have two bathrooms on the West side and, even with exhaust fans, these bathrooms will have a high moisture content.

To provide greater protection from condensation, our durability plan requires insulated headers to keep keep the surfaces of the exposed beams warmer and prevent condensation from occuring. 

From two of the reclaimed Douglas Fir beams, we had Jackel Enterprises cut two 1-3/4 inch wide planks.  Using these planks, we sandwiched 2 inches of rigid R-10 insulation.  Thus, we end up with an insulated header that is 5-1/2 inches wide and over 19 ft long.  This insulated header will be over the windows in the two bathrooms.

Similarly, we require a small insulated header on the East side of the house, above the exterior Kitchen door.

Francisco makes the insulated headers by sandwiching 2 inches of rigid insulation between two planks, cut from our reclaimed Douglas Fir beams.

Francisco makes the insulated headers by sandwiching 2 inches of rigid insulation between two planks, cut from our reclaimed Douglas Fir beams.

Completed insulated header.  The two pieces of reclaimed Douglas Fir are held together by a number of 4-1/2 inch galvanized SDS screws, countersunk into the planks.

Completed insulated header. The two pieces of reclaimed Douglas Fir are held together by a number of 4-1/2 inch galvanized Simpson Strong Tie SDS screws, countersunk into the planks.

Moving the Temporary Steel Beams

The temporary steel beams supporting the existing East and West walls of our house were moved clear of the structure today.  Several inches of the concrete haunches were removed so the existing walls are now free and clear, and are entirely supported by the house once again.

We’re ready to remove the temporary steel beams from the site on Wednesday, February 24.

Reducing Construction Waste

Renovation and construction projects can generate a tremendous amount of waste that goes to landfill sites.  According to the LEED for Homes Reference Guide, ‘Construction and demolition wastes constitute about 40% of the total solid waste stream in the United States.’  For our project, we are targeting to create as little construction waste as possible.  When our Green Rater, Darrel Kelly, came to our project site on Tuesday, February 16, he was surprised, and delighted, to see how little waste we were generating as we were using three 35 gallon garbage bins to hold our framing debris.

Earth Bound Homes delivered a trailer to our job site today that will be used for all the framing debris.  All the framing waste on our job site was dumped into the trailer as it will be taken for recycling.  We will obtain tags on the debris removed with the trailer.

This is the trailer from Earth Bound Homes, which contains all of our framing debris to date.  Note that a number of the pieces in trailer are reclaimed wood, which would otherwise be landfill.  This debris will be taken for recycling, not landfill.  Reduce, reuse and recycle (redirect).

This is the trailer from Earth Bound Homes, which contains all of our framing debris to date. Note that a number of the pieces in trailer are reclaimed wood, which would otherwise be landfill. This debris will be taken for recycling, not landfill. Reduce, reuse and recycle (redirect).

Overview and Inspection of Progress this Week

Given the days are longer now, Jo-Anne was able to drop by the job site at the end of the day today to inspect our progress. 

Our first major shear wall is in place in Kate’s bedroom (formerly the Master Bedroom).  Having the shear wall in place prior to Jo-Anne’s inspection showed significant progress. 

In line with that shear wall is another shear wall adjacent to the Atrium.  Scott Andersen, who did the conceptual design of the remodel, specified during his most recent job site progress review that we include recessed art niches in the wall behind the glass bridge to the Master Suite.  Three recessed art niches were framed in today and the plywood will be nailed in place next week.

Jo-Anne walked the property and was smiling as she was pleased with our progress this week.

Completed SIP walls on either side of our doorway at the front of the house.

Completed SIP walls on either side of our doorway at the front of the house.

Same view of the foyer, taken on September 29, 2008 when the roof was being deconstructed.

Same view of the foyer, taken on September 29, 2008 when the roof was being deconstructed. Note the diagonal brace on the temporary site fence through the door - it is the same diagonal brace in the photo above. Way cool.

Three art niches that are framed in the shear wall behind the glass bridge facing the Atrium.

Three art niches that are framed in the shear wall behind the glass bridge facing the Atrium.

Example of recessed art niches (not in a contemporary style house).

Example of recessed art niches (not in a contemporary style house).

Example of recessed art niches.

Example of recessed art niches on a large exposed wall.

Plywood 2x6 shear wall between the Living Room and Kate's Bedroom.

Plywood 2x6 shear wall between the Living Room and Kate's Bedroom.

Jo-Anne, standing in Kate's Bedroom, smiles as she walks the property inspecting our progress this week.

Jo-Anne, standing in Kate's Bedroom, smiles as she walks the property inspecting our progress this week.

Our flag is flying and our Insulspan sign is posted.  The site is buttoned up, ready for the rain that is forecasted through the weekend.

Our flag is flying and our Insulspan sign is posted. The site is buttoned up, ready for the rain that is forecasted through the weekend.

Confirming the Location of Our Underground Utilities

Tuesday, December 22nd, 2009

We’re trying to get our CUDO cistern installed next week so that item is completed and stroked off ‘the list’ (an achievement for 2009).  This will require excavating so we need to confirm where the underground utilities are located.  Call before you dig …

Harvesting Rainwater at 17509 Via Sereno for Irrigation

Our plan is to harvest 100% of the rainwater from our roof and just under 100% of the rainwater from our hardscape for irrigation (the water from the driveway will flow into a small swale).  The water will be stored in an underground CUDO cistern (with capacity of 3,677 gallons).  We will have a pump in the cistern that will be connected to our irrigation system so we will avoid using potable water for irrigation.

LEED Points

Our design will provide LEED points in a number of areas.  Under WE 1.1 Water Reuse, we will get 3 (of 4) points for harvesting rainwater for external use.  We cannot use water inside the house so we are giving up one point here.  Since our system is designed to harvest rainwater from 100% of the roof area, we are eligible for an additional point for Exemplary Performance.

Also, we will receive points under SS 4 Surface Water Management under Sustainable Sites.  Specifically, we will receive 3 of 4 points for having over 90% of the hardscape surface water going to a cistern (SS 4.1 Permeable Lot), 2 of 2 points for Management of Runoff from Roof (SS 4.4) since we installed permanent stormwater controls to manage runoff from the home and we had a professional engineer design our lot to manage runoff from our home on site.  

Consequently, our complete underground CUDO cistern system will result in 9 LEED points (of 136 possible points).

Underground Requirements

Once the underground CUDO cistern is full, any additional water will flow to the back of the storm drain in an underground 6-inch pipe.  This design was approved by the Town of Los Gatos (they own the storm drain) and the City of Monte Sereno.  Yes, we will require easements fro  m each municipality.

The 6-inch underground pipe needs clear access to the back of the storm drain and it will go under the sidewalk.  This is where we need clear access from other utilities.  All of the services on Via Sereno are underground so we need to ensure the cable TV (Comcast), telephone (Verizon), water and sewer (San Jose Water Company), electricity and natural gas (PG&E) and street lighting and not located where we will be digging.

So … we marked our excavation locations with white paint and called USA (Underground Service Alert) so they could visit the site and identify where all of the underground services are located.

White paint showing where we plan to excavate from the underground CUDO cistern, under the sidewalk, to the back of the storm drain.

White paint showing where we plan to excavate from the underground CUDO cistern, under the sidewalk, to the back of the storm drain.

We’re Clear to Dig!

We received notification that all of the service providers (Verizon, PG&E, etc.) had been to our site and marked the location of their underground services.  There are no underground services in the path from our underground CUDO cistern to the back of the storm drain - we’re clear to dig!

Our biggest concern was that there could be some underground utilities in the dirt strip between the curb and sidewalk, which would increase the depth of the excavation for the drain and require us to dig by hand.

The markings are on Winchester Boulevard so there is nothing in the dirt strip at the left.  We're good.

The markings are on Winchester Boulevard so there is nothing in the dirt strip at the left. We're good!

Markings on the curb and sidewalk.  Note the very faint marking by the light standard showing the power source is going toward the sidewalk and not into the path of where we need to dig.

Markings on the curb and sidewalk. Note the very faint marking by the light standard showing the power source is going toward the sidewalk and not into the path of where we need to dig.

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.

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