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P A U L S E N A R C H I T E C T S
Structural Engineer
P A U L S E N A R C H I T E C T S
A vision for the future.
Experience that equals success.
Bold designs to bring interest to our paths.
JIM PANKO, PE
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
OVERVIEW
• 3 Story brick structure
• Wood framed floors and roof
MARSHALL HOTEL INVESTIGATION
CITY HALL
WEST M
AIN
ALLEY
DAILY GRIND
MARSH
ALL
HOTEL
FOUNDATION 2ND-ROOF
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE
• 1 ½”x9 ¼” Hem-fir joist at 16” O.C.
• Snow load capacity of 35 psf
• Moisture damage at north end of structure from insufficient roofing membrane
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Failed roof membrane
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Failed roof membrane
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Failed roof membrane
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Damaged roof structure on North end
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Damaged roof structure on North end
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Water intrusion at light well
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOF STRUCTURE• Damaged roof structure at light well
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
THIRD FLOOR
• 1 ½”x13 ¼” Hem-fir joist at 16” O.C.
• Live load capacity of 60 psf
• Moisture damage at light well and North end of structure
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
THIRD FLOOR• Moisture damage in light well bearing
wall and adjacent floor joist.
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
THIRD FLOOR• Moisture damage at north end of
structure from leaking roof
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
SECOND FLOOR
• 1 ½”x13 ¼” Hem-fir joist at 16” O.C.
• Live load capacity of 60 psf
• Moisture damage at various locations
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
SECOND FLOOR• Inadequate drainage on
light well roof
• Load bearing light well wall transfers load to second floor joist
MARSHALL HOTEL INVESTIGATION
ROOF DRAIN
P A U L S E N A R C H I T E C T S
SECOND FLOOR• Water damage at various
plumbing lines
• Water damage from leaking roof
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
MAIN FLOOR• 1 ½”x 9 Hem fir joist @ 16” O.C.
• Live load capacity of 80 to 85 psf
• Shear failure on part of floor structure
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FOUNDATION
• Stone and cast in place concrete foundation walls
• Foundation is connected to adjacent Structures
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FOUNDATIONMARSHALL HOTEL INVESTIGATION
Inside Daily Grind looking at east foundation wall of Marshall Hotel
Inside City Hall looking at west foundation wall of Marshall Hotel
P A U L S E N A R C H I T E C T S
PARTY WALLS
• Marshall Hotel west bearing wall is independent from adjacent structure.
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
PARTY WALLS
• Marshall Hotel east bearing wall is independent from adjacent structure.
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOFTOP SIGN• Corroded sign structure
• Six guy cables failed
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
ROOFTOP SIGN• Corroded sign structure & failed guy wire
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FRONT SIGN• Remove remaining glass tubing
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FRONT CANOPY• Can support a balanced snow load 35 psf
• Structurally inadequate to support the snow loads from the effects of drifting per ASCE 7-05
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FRONT CANOPY• Bolt insufficient to support drift loads
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
FIRE ESCAPE
• Structurally adequate to support snow load and self weight as an un-occupied structure.
• Depending on future occupancy, may not be adequate to serve as an exit.
• Fire escape appears to impede on Right of way for alley.
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
CONCLUSIONSMARSHALL HOTEL INVESTIGATION
REQUIRED REPAIRS AS UN-OCCUPIED STRUCTURE
ACTION
Removal of rooftop sign
Removal or repair of canopy
Removal of loose roofing material
Removal of remaining glass on front sign
Replacement of roofing membrane
Repair of all damaged roof structure
TIME FRAME
60 Days
60 Days
60 Days
60 Days
60 DaysAt the time of replacing roofing membrane
P A U L S E N A R C H I T E C T S
ESTIMATE OF REPAIRS
• Cost estimate for repairs required to protect the general public from harm as an un-occupied structure.
• Additional repairs and upgrades will be required before the structure can be occupied.
MARSHALL HOTEL INVESTIGATION
P A U L S E N A R C H I T E C T S
P A U L S E N A R C H I T E C T S
A vision for the future.
Experience that equals success.
Bold designs to bring interest to our paths.