conarb
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I visited a carpenter of mine doing the framing on a new Woodside home, the inspector was making one of his framing inspections for a few hours, he was making the carpenter pull designated nails to show him, then he would measure the withdrawn nail then order it replaced. Almost everything he inspected in the end he would write up an order that it be further inspected by the Structural Engineer with a letter approving it for the Town's records, obviously throwing all liability from the town to the engineer. The contractor is keeping a good photographic record of his progress on the home. He sent me an E-mail this morning:
Here is a partial list of Simpson hardware:E-mail said:Thanks for coming out to the job site and the advice. I did contact the GC and have him contact the EOR for all of the unconstructable engineering. Most of them are being resolved now and the EOR is coming out Monday to look at the rest of the items that I say are unconstructable. After the third straight day of building inspections, the building inspector said the building is one of the most complex houses structurally that he has inspected. Now I don’t feel so bad about not getting the roof and shear passed on the first try. I also asked him about the amount of hardware in the building and he said that the 2007 CBC structural engineering requirements are 10 fold of the 2001 CBC structural engineering requirements for some soil conditions.
The building inspector will come out for 1 hour a day all next week to inspect the rest of the shear and roof nailing and the hardware. That will be 8 straight days of inspections. That’s un-heard of except in commercial framing.
Got to go out in the garage and find my mirror on a stick that I promised the building inspector. So he can see all 800 A35 clips.
I just thought I'd share with you guys what's being done to keep building inspectors working in the late, great, State of California.Quick list of some of the hardware installed, he figured $30,000 but now figures that the hardware is going to run $35,000.120 holdownds... 16 more to install
250 MST27 - MST72 straps
80 MSTI26 straps for the radius rafters
800 A35 clips .. maybe more.. I've lost count of the A35 clips
400 LTP4 clips.. maybe more
200 L70 clips
200 L30 clips
100 LS90 clips
10 50' rolls of CMST14 coil strap
6 150' rolls of CS16 or CS14 coil strap
200 ST22 straps
200 LSSU28 hangers
20 special order beam hangers.. skew right and left
11 hardy frames
4 LGT Girder Tiedowns
14 boxes of postive placement gun nails
9 boxes of hand drive nails for the straps and hangers ,... N10, N16 , SS16D
30 boxes of plywood gun nails ...
2 3/8 x 0.148 SN HDG -- roof
2 1/4 x 0.148 HDG -- shear
300 4 1/2" SDS screws
800 6" SDS screws
30 or more pieces of 10' allthread
If Simpson makes a product for uplift, it's installed on this house.
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