HomeMy WebLinkAboutEngineering Report 04.24.171 129 Grand Avenue
Glenwood $prin$s, CO 81601
(970) 945-9613
KAUP ENGINEERING INC.
Fuse Architecture
P.CI. Box 4525
Basalt, CO 816021
ABrll24,2û17
RË: PDA Bldg Foundation, Garfield County, CO
Dear Jason
I visited the PDA site late in the aftemoon on April 24, 2017, to observe footing re¡nforcing
thatwas in place. Following äre my comments.
The anchor bolts for the pre-fabricated colu¡nns at the existing portion of the building were
modified to an epoxy þolt due to the di¡nension to the top of existing footing being found to
be 6" instead of 12'. This revision is acceptable.
f
The (6) #5 vertical dowel bars were dþoxy grouted into the footing per detail I on S3.1. The
additional note for (4) #5 dowels @ pier corners wäs ä typo and shall be omitted.
The tie beanr detail 4 on S3.1 was nrodifietJ by plauirrg fÉ4 dowel bars @ 48" on center each
side into the existing slab in lieu of excavatin$ below the existing slab edges. The dowels
should be placed tight into holes but do not require epoxy.This revision will be acceptable.
Additional pad footings were saw cut for future mechanical equipment for the tenant. These
were also doweled to the slab edges and are acceptable. ïhe sÞe of the pad footing is by
the mechanical manufacturêr.
The reinforcing was clarified for the piers at the new structure. A pattem of (4) #5 was added
forthe lateralwind columns. This ie acceptable.
The vertical hooks fo¡"the tie bars in detail 3153.1 will be flipped downward inio the pier
Please callwith any questions or comments.
Kaup P
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