HomeMy WebLinkAboutLETTER Structural Framing 2774 Ypsilon Circle 2022-04-22 2 5 3 5 1 7
T H S T R E E T , S U I T E A , D E N V E R , C O 8 0 2 1 1 3 0 3 - 7 8 3 - 4 7 9 7 3 0 3 - 8 3 0 - 9 1 3 3 F A X
Structural Wood Framing Observation
TO: Kinley Built DATE:
03/11/2022
Revised: 4/20/2022
2774 Ypsilon Circle INSP. DATE: 03/08/2022
Estes Park, CO 80517 WEATHER: Sunny 20 deg
PROJECT: Wieber Residence
ADDRESS: 2774 Ypsilon Circle
ATTN: Nathan Kinley LOCATION: Estes Park, CO 80517
Wall Framing Observed: Floor Framing Observed: Roof Framing Observed:
Stud Wall Framing Floor Framing Roof Framing
Stud Wall Sheathing
Timber Frame (by others)
Floor Sheathing
Timber Frame (by others)
Roof Sheathing
(SIPS panels – by others)
Wall Items Checked: Floor Items Checked: Roof Items Checked:
Stud Grade/ Size/Spacing Floor Joist Grade/Size/Spacing Roof Framing Grade/Size/Spacing
Wall Sheathing Grade/Size Floor Sheathing Roof Sheathing
Wall Sheathing Nail Spacing Floor Sheathing Nail Spacing Roof Sheathing Nail Spacing
Anchor Bolt Size/Spacing Steel Framing Other
Hold downs/Strap Ties
Steel Columns
Other
Framing appears to be installed in conformance with approved drawings and standard construction practice with exception
to the deficiencies noted below.
Remarks or Deficiencies Noted:
- Several double-sided shear wall locations were located directly adjacent to the interior timber frames and could not
have the interior sheathing/nailing installed. Please see revised structural plans dated 4/4/2022 for updated shear
wall types.
- (4) 2x6 posts were installed at grids 5 and G and at grids 5 and B in lieu of the 3” steel pipe columns called out on the
structural plans.
- The W10x45 floor beam along grid G was installed as a continuous span connecting to the wood beams at gridline 5.
This revised span condition has been verified and no further action is required.
- Sole plate nailing of shearwalls to foundation sill plate not installed per the shearwall schedule. Per communication
with the contractor, this nailing is not required as the exterior sheathing extends to the foundation sill plate without a
sheathing splice and shearwall boundary nailing was provided to the foundation sill plate.
All items indicated above have been communicated to the contractor prior to leaving the site. Supplemental structural
drawings will be provided to the contractor for the required repairs/revisions. Photos showing the repaired condition need to
be sent to our office once the repairs are completed.
Scott Jackson Ysidoro Gutierrez P.E.
Design Engineer Associate Principal
04/20/2022