190133 FR 01 21-0204Architectural Field Report # 1
Site Visit Dates: 1-11-21, 1-13-21, 1-19-21, and 1-26-21
Report By: Nate Sobotta
Project: Sunrise at Edmonds Condominiums
Attachment(s): Structural Letter from DEI
A. GENERAL NOTES & CONDITIONS:
1. General:
a. Site Visit(s): This Field Report documents Nate's site visits on 1-11-21, 1-13-21, 1-19-21, and
1-26-21 to review construction progress. The weather was rainy on 1-11-21, sunny on 1-13-
21 and 1-19-21, and overcast on 1-26-21.
b. Follow -Up Communication: Follow-up conversations and emails between Marcus, Shane,
Tina, Max, Kyle, and myself may also be included in this field report for the purpose of
documentation.
c. RFIs and ASIs: Refer to RFI and ASI responses for additional direction regarding specific
items.
d. Note: Direction provided in this Field Report with associated costs must be approved by the
Construction Manager prior to execution.
2. Construction Status: On 1-11-21, RCI began demolition at existing unit decks beginning with
Building 1, Unit 1. On 1-13-21 and 1-19-21, demolition continued at existing unit deck locations.
On 1-26-21, deck framing was exposed at all fourteen (14) unit decks for review by DEI.
Demolition was ongoing on 1-26-21. Refer to Photos 1 and 2.
B. DISCUSSIONS:
1. Emergency Shoring Discussion (1-13-21 and 1-19-21): On 1-12-21, Shane informed the Project
Team regarding existing framing damage discovered between garage #2 and #3. Refer to Photo
3.
a. 1-13-21: On 1-13-21, Robb met the Project Team on site to discuss emergency shoring at
the damaged party wall. On site, Robb provided a detail sketch of the emergency shoring
for RCI. Via email on 1-13-21, Robb formally issued a Letter regarding his observations at
the damaged framing with attached emergency shoring details. Refer to Item C, 1 for
additional information regarding Robb's analysis and temporary emergency shoring
requirements at the damaged framing location.
b. 1-19-21: Onsite, I observed emergency shoring installations between garage #2 and #3 and
garage #9 and #10. Refer to Photo 4 and S. The emergency shoring between garage #9 and
#10 was missing the mid -post installation per direction provided by DEI. On 1-27-21, Shane
and Marcus informed me that the mid -post support has been installed at the emergency
shoring location between garage #9 and #10.
710 2nd Avenue Suite 400, Seattle WA 98104
amentogroup.com 206.682.9722
AMENTOGROUP
2. Existing Rim Joists at Unit Decks (1-11-21 and 1-26-21):
Existing Rim Joists at Leading Edge: On 1-11-21, 1 reviewed existing conditions of rim joists
at leading edge locations. Onsite, I documented one (1) existing rim joist at all unit deck
locations. Refer to Photo 6. Per original drawings, AG assumed two rim joists existed and
replacement of the exterior rim joist was required. Via a teleconference with Lindsey on 1-
27-21, she confirmed blocking installations required by DEI were sized to accommodate
one (1) rim joist at leading edge locations. No structural detail changes are required.
b. Existing Rim Joists at Return Edge: On 1-26-21, 1 documented all existing conditions of rim
joists at return edge locations. Onsite, Marcus and I discussed the need for access into
select units and garages to repair the existing rim joists at return edge locations. Via email
on 1-27-21, RCI confirmed the affected units and garages known to date to properly repair
damaged rim joists at return edges. Marcus also noted the existing garage doors at garage
#3 and #9 will need to be fully removed and reinstalled to accommodate the work. In
addition, interior gypsum wallboard at select unit and garage locations is required to be
removed and replaced to accommodate framing repairs. RCI will install new interior
gypsum wallboard and paint corner to corner to match the existing color, texture, and
sheen following necessary framing repairs.
3. Framing Damage at Roof to Wall Interface at Units #14 and #15 (1-26-21): Onsite, I observed
insulation and framing damage at the roof to wall interface at Units #14 and #15. Refer to
Photo 7. Existing step flashing or diverter flashing did not occur at this location, which is likely
allowing water intrusion behind the existing vinyl siding. In addition, the existing downspout is
installed tight to the building wall and should be relocated away to mitigate the risk of water
and debris getting trapped. Exact downspout relocation will be coordinated between AG and
RCI onsite and documented accordingly. AG will provide a detail forthcoming to provide
flashing installations at the roof to wall interface.
a. Existing Window Adjacent to Sliding Glass Door: To accommodate the necessary repairs at
the roof to wall interface at Units #14 and #15, the existing window adjacent to the Unit
#14 sliding glass door will need to be removed and reinstalled. Refer to Photo 8 for existing
window location.
4. Framing and Sheathing Damage at Existing Storage Closets (1-26-21): On 1-26-21, 1 observed
existing WRB and exterior sheathing removed at the exterior side of all storage closet locations
by RCI. Refer to Photo 9. RCI informed me that during removal of existing vinyl siding at all
storage closet locations as part of the BSOW, damage was discovered at existing sheathing &
framing. Refer to Photo 10. Existing WRB and exterior sheathing was scheduled to remain
installed at storage room closets as part of the BSOW. The removal of existing WRB and
sheathing is justified by damage observed at the existing framing. However, RCI shall inform AG
of additional demolition required outside the BSOW moving forward. RCI will repair or replace
damaged framing at storage closet locations per DEI's Site Visit Report forthcoming. Existing
sheathing will be replaced where damage occurs and at locations needed to accommodate the
necessary framing repairs directed by DEI.
190133 FR 01 21-0204
Page 2
710 2nd Avenue Suite 400, Seattle, VVA 98104
arre r..".group.com 206.682.9722
AMENTOGROUP
5. Framing Damage Above Existing Garage Doors (1-26-21): On 1-26-21, 1 observed existing vinyl
siding scheduled to remain installed was removed above garage doors #3, #8, #9, and #19.
Refer to Photo 11. During demolition of existing soffit panels, framing damage was discovered
above select garage door locations. The removal of existing vinyl siding, insulation, cedar siding,
WRB, and exterior sheathing was justified by the damage observed at the existing framing.
However, RCI shall inform AG of additional demolition required outside the BSOW moving
forward. RCI will repair damaged framing at garage locations per DEI's Site Visit Report
forthcoming. RCI will dispose of existing cedar siding and Green Guard insulation at garage
framing repair locations. RCI will install plywood furring strips without bug screens, as needed
to accommodate the resultant gap in the wall assembly prior to reinstalling existing vinyl siding.
6. Existing Gutter and Downspout at Unit #13 (1-26-21): Onsite, Marcus and I discussed the
existing downspout and gutter at Unit #13. Refer to Photo 12. The existing gutter and
downspout were previously installed by the unit owner and therefore is scheduled for removal
and disposal per Addendum #1.
7. Additional Vinyl Siding Replacement (1-26-21): On 1-26-21, 1 documented damaged vinyl
siding at Unit #10, which is likely the result of excess heat. Refer to Photo 13. Vinyl siding
replacement at this location is not scheduled in the BSOW. Excess existing vinyl siding removed
during demolition at the framed guardrail walls can be used to replace the damaged siding at
this location pending BOD approval.
8. Deck Sheathing Installations (1-27-21): Via a teleconference on 1-27-21, 1 discussed the new
deck sheathing installations with Lindsey as part of the BSOW. AG assumed new plywood
sheathing installations at all decks did not have to be continuous and could have a splice
between two (2) units in the same plane. Lindsey confirmed that deck sheathing installations
are not required to be continuous between two (2) unit decks.
C. FOLLOW UP & MISCELLANEOUS:
1. Structural Letter from DEI: Attached is Robb's Structural Letter from his site visit on 1-13-21 to
review existing damaged framing. Direction was provided by Robb via email on 1-13-21
regarding the temporary emergency shoring required between garage #2 and #3 and garage #8
and #9. Formally attached in Field Report #1 is Robb's Structural Letter for reference.
190133 FR 01 21-0204
Photo 1
Demolition by RCI ongoing at existing unit
decks on 1-11-21, 1-13-21, and 1-19-21.
Page 3
710 2nd Avenue Suite 400, Seattle, WA98104
amentogroup.com 206.682.9722
AMENTOGROUP
190133 FR 01 21-0204
Photo 2
Demolition by RCI to expose existing deck
framing for review by DEI complete on 1-26-
21.
Photo 3
Significant framing damage observed by RCI
between garage #2 and #3 on 1-12-21.
Photo 4
Emergency shoring observed installed
between garage #2 and #3 on 1-19-21.
Page 4
710 2nd Avenue Suite 400, Seattle, WA98104
amentogroup.com 206.682.9722
AMENTOGROUP
190133 FR 01 21-0204
Photo 5
Emergency shoring observed installed
between garage #9 and #10 on 1-19-21. Mid -
post support is missing per details provided by
DEL On 1-27-21, RCI communicated that the
mid -post support was installed.
Photo 6
One (1) existing rim joist observed at unit deck
locations on 1-11-21. Existing rim joists at
leading edge locations are scheduled for
replacement as part of the BSOW.
Photo 7
Insulation and framing damage at the roof to
wall interface at Units #14 and #15 observed
on 1-26-21.
Page 5
710 2nd Avenue Suite 400, Seattle, WA98104
amentogroup.com 206.682.9722
AMENTOGROUP
IM
e =
• d i �-mow �`
190133 FR 01 21-0204
Photo 8
Existing window adjacent to Unit #14 sliding
glass door requires removal and reinstallation
to accommodate the necessary repairs at the
existing roof to wall interface.
Photo 9
Existing WRB and exterior sheathing observed
removed at the exterior side of all storage
closet locations by RCI on 1-26-21.
Photo 10
Existing framing and sheathing observed
damaged at storage closet locations on 1-26-
21.
Page 6
710 2nd Avenue Suite 400, Seattle, WA98104
amentogroup.com 206.682.9722
AMENTOGROUP
190133 FR 01 21-0204
Photo 11
Existing vinyl siding removed by RCI above
garage door #8 and #9. Existing vinyl siding
was scheduled to remain installed as part of
the BSOW. Existing framing damage was
discovered by RCI during demolition above
select garage door locations.
Photo 12
Existing gutter and downspout at Unit #13
scheduled for removal and disposal per
Addendum #1.
Photo 13
Existing vinyl siding at Unit #10 observed
damaged on 1-26-21. Damage is likely a result
of excess heat from a grill.
Page 7
710 2nd Avenue Suite 400, Seattle, WA 98104 A M E N T O G R O U P
amentogroup.com 206.682.9722
REFERENCES: AG is Amento Group, Inc.; Tina is Tina Ray of AG; Max is Maxwell Maloney of AG; Nate is
Nate Sobotta of AG; Kyle is Kyle Smith of AG; RCI is Ruff Construction, Inc.; Marcus is
Marcus Parks of RCI; Shane is Shane Azbill of RCI; DEI is Dibble Engineers, Inc.; Robb is Robb
Dibble of DEI; Melissa is Melisa White of DEI; Lindsey is Lindsey Peterson of DEI.
COPY TO: Tina Ray, Max Maloney, Nate Sobotta, Kyle Smith, Marcus Parks, Shane Azbill, and Nicole
Lemons.
190133 FR 01 21-0204
Page 8
710 2nd Avenue Suite 400, Seattle, WA98104
amentogroup.com 206.682.9722
AMENTOGROUP
�DEI
DIBBLE ENGINEERS INC
January 13, 2021
Sunrise at Edmonds HOA
Care of: Amento Group- Attn: Tina Ray, Amento Group
traVCj�amentogroup.com
720 Second Avenue, Suite 400
Seattle, WA 98104
Nicole Lemons, Emerald Management & Consulting
Nicole.lemons(o.emeral-mc.com
Re: Sunrise at Edmonds HOA - Emergency Shoring — Building Support Required.
8512 - 242.d St SW, Edmond, WA
DEI #18-342
Dear Ms. Ray & Ms. Lemons:
On January 13, 2021, a site review performed by Robb A, Dibble, PE to provide emergency shoring
recommendations. These include fundamentally:
Shoring across the front of the Slider (SGD) to extend out past the wall corner, with posts down.
Intersecting shoring at the wall corner for stabilizing the wall corner.
Post and beam shoring inside the garage and outside under the deck to allow the garage header
replacement.
See the attached sketches for use. At completion of the shoring, please document with photos and notify DEI for
confirmation of stabilization. Onsite review may be required.
At completion of the demolition to the damaged areas, notify DEI for follow up review and repair recommendations.
Dibble Engineers appreciates your business. We invite you to please contact us with any questions or for
clarifications to our work, and we will be happy to assist.
Sincerely,
DIBBLE ENGINEERS, INC.
Robb A. Dibble, PE
Principal
robb(cDdibbleengineers.com
CC: Milton Thompson, Building Inspector. milton.thompson(,@-edmondsWA.gov
PROJECT NAME :5�� � S �DMC �� SHEET# 5'V
D E I PROJECT# DATE
DIBBLE ENGINEERS INC"�2-
SUBJECT BY�
A DjA
�►O��tr �3L-P67
:5 40(Z-,/ �,) Z::rl /47— (5*'o'TA-(3 C-5
Fitt
(L*7' A -A - e-.-oE
PROJECT NAME �'� SHEET#DEI C'
PROJECT # DATE
DIBBLE ENGINEERS INC
SUBJECT BY
T-06A C-f� JrKJ�;-W
�,x 5 ".51tips li
a>-)( 51 f H A
i
'11\\
�U
\
\v
C
f[
N
Jf
II
E
IC
v✓
b
I
IJUL
f
i
�
jI
I�
C
IiJ+
'
9