Report (54) - 0-U7-)Q
BARRY LEVIN & ASSOCIATES, Inc.
STRUCTURAL ENGINEERS
Atlanta•Los Angeles•New York•Chicago
May 5,2016
RECEIVEI
MAY 0 9216
Attn: Mr.Gregory Bailey CITY OF TIGARD
Re: Extended Stay America—Portland/Tigard,OR#9692 BUILDING DIVISION
13009 Southwest 68th Parkway
Tigard,Oregon 97223
BLA Project No.20160413.0 EMG Project No. 11844.16R000-01A.226 EMG PO#6894
Date of visit:April 26,2016
Dear Gregory:
As requested,Barry Levin and Associates,Inc.(BLA)conducted a visual assessment of the structural framing of the north face
of Building A at the above referenced location. Listed results were compiled by visual observation only. No chemical,
mechanical,or electrical test equipment was utilized.
Photographs taken during the visit have been provided and numbered. These pictures are referenced within the body of this
letter(see Exhibit`A'). A full set of these photographs(in digital format)will be made available on request.
The following describes the condition of the structure at the time of this visit,with our most recent findings in italics.Items
observed have been denoted or indicated on the restoration drawings and recommended repair details(R1.0).
BUILDING DESCRIPTION
The buildings are two story wood construction,with joists spanning between demising walls.The roof is framed by gang plate
connected trusses,with asphalt shingles on wood sheathing. The walkway is framed by combination of exterior columns,and
cantilevered beams from above the demising walls.The walkway is poured concreted slab on plywood sheathing.
WALKWAY OBSERVATIONS(WD
1. Heavy rot and critical section loss to the structural beams supporting the 2nd floor walkway along Column Line B.
• See attached repair drawing(R1.0)for location and repair details. (Photos 1-2)
2. Moisture damage to the walkway joist framing and plywood subfloor between Column Line A&B
• See attached repair drawing(R1.0)for locations. (Photos 3-4)
3. Heavy rot and critical section loss to the structural columns supporting the 2"d floor walkway beams along Column
Line B.
• See attached repair(R1.0)for locations and repair details(Photos 5-6)
STAIR TOWER OBSERVATIONS(S,
1. Heavy rot and critical section loss to the structural columns supporting the stair tower roof framing system.
• See attached repair drawings(R1.0)for locations and repair details(Photo 5-6)
2. Heavy rot and critical section loss to potions of the Stair Tower stud framing.
• See attached repair drawings(R1.0)for locations and repair details. (Photo 7)
3. Damaged hold-downs at sections of the Stair Tower stud framing.
• See attached repair drawings(R1.0)for locations and repair details(Photo 8)
•
SIGN TOWER OBSERVATIONS(ST_)
6675 Peachtree Industrial Blvd.•Suite 200•Atlanta,Georgia 30360
Tel:770.457.2376•Fax:770.457.0514•www.BarryLevin.com
20160413.0 EMG—Extended Stay America 9692—Tigard, OR—CA
May 5,2016
Page 2 of 5
1. Heavy rot to the architectural framing supporting the stucco fascia.
• Structural framing appears to show no section loss, though BLA recommends the replacement of damaged
with Sto Stucco 1 hr fire rated EFIS. See attached repair drawings. (Photo 9-10)
RECOMMENDATIONS
BLA recommends the replacement of structural sections the show heavy rot and structural section loss.As recommended,
Extended Stay has determined an action plan with an industrial hygienist to review areas of moisture damage.
All statements and opinions contained within this report are based on field conditions at the time of this site visit. The scope of
this report and associated work was limited to the conditions at the time of this visit.If you have any questions,comments,or
concerns,please contact our office at your convenience.
If you have any questions,please call.
Sincerely,
Barry Levin&Associates
Fereidoon Angoory EIT
Project Engineer
Cc: Mr.Bill Bornhorst—BLA GA
Mr.Jon Wittlin—BLA GA
Mr.Josh Mitchell—BLA GA