HomeMy WebLinkAboutEngineer's Foundation Letter 02.25.2024Engineering & Technical Serwices Inc.
Durnc Boicc PE.
Preidcnt
February 25,2024
JeffParington
Tally Ho Construction
POBOX 188
Rifle, CO 81650
Reference: Revision to Anchor Bolts
Location: 6762Highway 82, Glenwood Springs, Co 81601
Mr. Parringtorl
Engineering & Technical Services engineers performed a minor design on the structure to determine the
irstallation of anchor bolts located at the address listed above.
Using the minimum loading requirements specified in the 2018 International Building Code and the wind
speed/parameters listed below Engineering & Technical Services engineers determine the required minimum embed
depth and epoxy for the anchor bolts for details 107 /51.2 and 10815 1 .2 that will allow slab to pour over footing. The
anchor bolts shall be drilled and epoxied a minimum of 14" into top of footing with SET-3G epoxy. The additional
slab results in the total embed depth of 20"
Existing soil at site shall be conditioned per geotechnical analysis performed by a licensed professional
engineer or per local code. If expansive soils are present in the building footpring the expansive soils must be
adequately protected from ground water and surface runoffor conditioned per licensed professional engineer.
Engineering and Technical Services will not be held responsible for total or ffierential building movement.
Note: - Loading: 2018 IBC
Loading per Building Manufacturer
Basic Wind Speed = 115 mph (Vult) Risk Category : II Exposure Coeff.: 0.85
- Seal applies to anchorbolt revision ONLY.
Engineering & Technical Services, Inc. is not resporsible for any construction or design that is not listed in the letter
above. The design is only adequate forthe paxameters and loading listed above, and may notbe used for any other
projects unless approved by Engineering & Technical Services, Inc.
27121 1$9th Ava, PO Bo:30& Tca' SD 57064
Pboner (fl)5) 49&t29O f?r: (605) 498-l?9t
sr9y.enstocgrv.com
Engineeriog Sr Technical Services Inc.
flumc Boice P.B
Prcridenr
Our engineers are available for firtlter consultation as rnay be required.
With regards,
Joe Elmer, E.I.T. &tL,
Engineering & Technical Services
Duane D. Boice, PE
Engineering & Technical Services
27121 169th Avc., PO Bor 308' lba' SD 5706{
Pf,one (6O5) 498-I2W Fexl {60$ 498-l2W
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