HomeMy WebLinkAboutB15-0213_B15-0213 Framing Engineering Report_1452530220.pdfKRMcoNSULTANTS, INC.
P.O. Box 4572 • Vall, Colorado 81658 • 97{}-949-9391
TO:
DATE:
PROJECT:
Darryl Lundholm
R.A. Nelson
11/19/2015
Collis Addition
RECORD
JOB NUMBER: 1505-12
D RF/ D MEETING NOTES ~RESPONSE 0 CLARIRCAnON/CHANGE
On 11 /18/15, KRM Consultants visited the job site to observe a couple variations from the structural
plans.
1) On sheet 52, Main Floor Framing Plan, there is a stud pack called out as (4)-2x6 between the W1 Ox22
and the (3)-11-1/4" LVL's. There are three studs oriented "on-the-flat" in the wall and {1)-2x6 in .the
normal orientation. The single 2x6 shall be attached to the other studs with (2)-olylog screws@ 6" O.C.
through all other plies.
2) On sheet 53, Roof Framing Plan the contractor would like to use olylog screws to connect all 4 plies of
the ridge beam over the garage. The plies may be connected w/ (2)-olylog screws@ 12" O.C. from each
side as an alternative to bolting.
3) A few headers were pushed up to be flush with the floor framing. Generally, these were running parallel
to the floor joists and so the new location does not cause any issues.
4) The upper floor stair landing has been rotated 90 degrees from the structural drawings. This is
acceptable in this location.
SIGNED: COPY TO:
REVIEWED:
NOV 1 9 2815