HomeMy WebLinkAboutStructural Engineer Report 09.22.2022September 22,2022
Thaddeus Eshelman
7380 County Rd 100
Carbondale, CO 81623
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Project: TO2EkSprings Dr, Glenwood Springs, CO
KE Project #2693
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To Whom lt May Concern:
It is my understanding that the concrete for the second floor ICF walls and ICF roof deck was poured without inspections
Through a variety of means including:
o Review of photos of reinforcing steel and forms taken by the previous owner/builder
o Review of the reinforcing steel bill of materials
¡ Design of a load-testing procedure and subsequent on-site observation, instruction, and data recording ofthat load-
testing procedure
o On-site visual observation of the poured concrete
¡ Design of steel retro-f¡t for areas that could not be verified or load-tested, along with on-site and photo observation
of the completed work
. lnstruct¡on and photo-observation of patching of areas where concrete 'honey-combing' was observed,
I am of the opinion that the un-inspected concrete elements are highly likely to be capable of supporting the type and
magnitude of loads reflected on the construct¡on drawings produced by our office.
Furthermore, it has come to my attention that there are core-drilled penetrations through the roof. Such penetrations are
acceptable as long as they are made entírely through the slab and do not d¡srupt the T-Beam stems.
Respectfully,
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Adam R. King, P.E.
WWW.KINGENGINEER.COM ç V 970.484.1608 n 5611 CLARET STREET, TIMNATH, CO 80547
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SUPPLEMENTAL INF'ORMATION PROJECT NO: 2693
DATE 9t22t2022
702 Elk Springs Dr
Glenwood Springs, CO SX-1 SHEET
1 o11
2x LEDGER
LVL BLOCK 21t4',"ÍYP
ANCHORS
SCREWS 3'v2"
PT LEDGER TO MATCH
ÐECK JOISTS (2x10 MIN),
SCREWED TO LVL BLOCKS
M (5)-35/8. LedgerlOKs r
(2)-9.5"xe.5" LVL BLocK @3',
BOLI.ED TO CONCRETE W/
(2)-1 I 2" þx6" POST- I NSTALLË D
ANCHORS, CTRSNK
DECK LEDGER
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Alternate to Detail 9/S2.01