HomeMy WebLinkAbout520 N Sherwood St - Special Inspections/Engineering - 03/16/2000FF,0fi : Fa,*: N0. . Mar. to 20.0o Jc:J1F4i F4
ADVANCED PROFESSIONAL ENGINEERING INC.
Registered F'ro esMional. Engineers
p, ,?. n: x 1397., 'Fort: Collars, Ci! z30 -?2 -199'.
PHONE 970-4"533, FAX 970-484-5086 E-MAIL aiieinaa;frii.com
March 16, 2000
Dennis Sovick
Sovick Design and Builders Inc.-
750 Havel Ave.
Fort Collins, CO 80521
Re: Footing and rebar Inspections for 520 North Sherwood Street, Building # 4,
Fort Collins, Colorado. a'i, is
Dear Dennis,
This letter covers footings and rebar inspection for building 4, located at 520 North ..
Sherwood Street, Fort Collins, Larimer County, Colorado. Site visit and inspection
were performed on October 14, 1999, to inspect and check the footings. The size of
footings, # of rebars and their locations were inspected. The footings and steel
rebars are placed according to the foundation plan by Advanced Professional
Engineering Inc.
A second site visit and inspection were performed on October 18, 1999, to inspect
the western 1/2 of the foundation walls. Two # 5 vertical rebars placed at each side
of window opening in the stem wall. The steel rebars are placed according to the
foundation plan by Advanced Professional Engineering Inc.
The third site visit and inspection were performed on October 19, 1999, to inspect
the eastern half of the foundation walls. The horizontal rebars were doweled into the
foundation wall at the cold joint between the two pours. Two # 5 vertical rebars
placed at each side of window opening in the stem wall. The steel rebars are placed
according to the foundation plan by Advanced Professional Engineering Inc.
If you should have any questions concerning the information in this report, please
feel free to contact this office at 970138"533.
Sincerely,
MOHAMED S. WORAYEI hi ^'•_>. +• `.
Professional Engineer
Colorado Reg. P.E. 23019
CIS -FOUNDATION DESIGN & INsPECTIONs- LAND DEVELOPMENT- DRAINAGE. ENVIRONMENTAL AUOrrS. PHASE 1 & 2
L.ANOSCAPE ARCHITECT — CONSTRUCTED WETLAND oEsiGN —PERCOLATION TESTS •sEPrlc sYSi EM DESIGN