HomeMy WebLinkAboutB17-0528 000-000-000 (4)2
RECEIVED
- ENGINEERING
1574 Lilac Way, Paradise CA 95969 JUN 2 0 2017
Cell (530) 966-6849 TRB AND ASSOCIATES
June 14, 2017
TRB+Associates
RE: Plan Review for: Salas Residence—New SFD
Project Address: 0 Hogan Rd, Cohasset
Agency App. No: B17-0528 -
TRB+ Project No: PC17.054.107.2
I have numbered the following responses to coincide with your review of the Salas plans.
ARCHITECTURAL COMMENTS
No response required
GREEN BUILDING COMMENTS
No response required
ENERGY COMMENTS
No response required
MECHANICAL COMMENTS
No response required
PLUMBING COMMENTS ,
BUTTE
No response required COUNW
WILDFIRE EXPOSURE CONSTRUCTION REQ JUN 1
DEVELOPMENT
No response required SERVICES
STRUCTURAL COMMENTS 7 "0Sa59
S1. The SSTB16 has been changed to a SSTB20:
S6. All truss loads now accounted for.
: .
a. Placed a new note on sheet S3 calling out direct bearing to be placed below trusses C10
through C12 and showed which trusses they are. All areas checked and are not over
loaded.
b. Nothing
c. Crushing capacity of 2x6 perpendicular to grain is 5,156 lb. Alterations have been
made at locations that need addressing, see "new comment" below.
NEW COMMENT
Was considering that header to be an exterior wall and land under the 6x12 note but have now
written it on the plans and showed it there. Double studs or blocking now called out to deal with
perpendicular to grain issues along with TBE6's that were added to enhance the bearing capacity
of the trusses over that wall.
If you have any questions regarding the plans or calculations please email or call my cell at (530)
966-6849.
Thanks,
Luke A. Wentland, PE