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GARFIELD COUNTY
8UILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springe, Colorado 81601
(303) 9415-8212
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04287
JobAddress ---~5~•~\4~8,,__,c~··~l~t.,___,2~4~3'---~N~e~w'--'c~·a~s~t~l~~'------------------------
Nature of Work Building Permit
Use of Building __ _.,A"'d"'a"'1'"'t.,,i.,.01.1.nL>o,__,f._.R.,,e'°'s"'i"'d"'e'"n1.1.1:c<:e~--------------------------
Owner -----~c~·h~e:::r~r~y'---'T~A~l~b~o~t~t'---------,
Contractor ____ _:cMa:::·:::u:.:r:..:i:.:c:.:ec.. . ...;G:.:i:::l:::l:::m=in:::g"'-'-------------------------------+-~~
Amount of Permit $ ~5,_,5,_,5,_,.,_,2.,3L-______ _
White -Treas.
Canary -Office
Pink -Appllcant
Gold -Duplicate
Permit $336.50
Plan $218. 73
Date: August 5, 1991
Clerk
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER ~4 t
DATE 'j)-S please print or type
--ADDRESS 5/04& (jjiJ.JJll/ cJ. aq::t !fonJ ~i
SUBD.TVISION _________________ _
PTLING # LOT /I BIJJCK # -------TAX SCHEDULE #
LEG AD ( SEC/TWN/RNG) ;;::;:::;;::;::;;;;::========
NAME
•MAILING ADDRES.9
1cITY ---__,_._.&.. &l.ik___-CPH-0:--N-E'q"'g"'q,.f:--,Zk..r--cd~o,,----
NAME ?!10 SstL 7'&u:@ez:::_-:-. ~lft.'}10 __
ADDRESS r C.TTY ------
"' NAME ~ ADDRESS
i:.:: CI'.PY ___'~:'._· _llP_H_O..:_N..:_E:___::=======----T,ICENSE #
CLASS OF WORK
NEW ---· ALTERATION
REPAIR DEMOLISH ---·
ADDITION
MOVE
MOBILE HO/lff (make/roodel) ···----·----~-----
S .1'. OF BUILDING _____ s.F. OF LU7':!:.J/,2 qc.
# OF FLOORS HEIGHT
# OF FAMILY UNTTS # OF BEDROOMS
INTENDED USE OF BUlLDJNG f.?estdeq r .f: ----
GARAGE: SlNGLE DBL CARPORT: SINGLE DBL
FIREPLACE fUlVzt.-fot/c--
BUILDING PI,ANS
SANITARY SEWER ~C-I,-EA-RA--N-CE--A-c.'-T./Q__c----
ON SI7'E SEWAGE DTSPOSAL P~ER'-<kf-1"'1=,~_Jdj_~--,--.UJ,__,U=_u:r-----·
OTHER DOCUMENTS (specif•/) <T
PLOT PLAN
NOTE; Show easemt=Jnts, property line dimensions,
a.1.1 other structures; s_pecify north, and street
name. For odd sharJed lott:1, or if space is
# OP BUILDINGS NOW ON PARCEL __
t.oo snial.I,. provide separate pl~o plan.
USE OF BUILDINGS NOW ON PARCF:-.r,•""'c-JJc-l~:a--o-,,-t-,-)-,---
FRONT PROPERTY LINE
STREE7' NA/IE/ROAD NUMBER _,_(:~,.~¥-----'>~· _l.-_-{--_ __.~>~-
CHECK IF CORNER LOT
DESCRf:TON OF f'i'ORJ) PLANNED ---+'-------Adcfk'b :0 ? +..,,, f=t! S: c.'d..e""Lc c('.
I hereby acknow1edge that: I have read this
a_oplication and the above is correot and I
agree to comply with all county ordinances
and state laws regul~ting building constructiop
PROBLEMS •JITH PERMIT -----------~
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
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ENARTECH Inc. Consulting Engineers and Hydrologists
June 21, 1991
Mr. Rob Oassen
The Drawing Board
P.O. Box 1227
Glenwood Springs, CO 81602
RE: Talbott Addition
Structural Review
Dear Rob,
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-iilll••a••l!Do--....
On May 21, 1991 I accompanied you on an inspection tour of the Talbott residence located
near the end of the Main Elk Creek Road above New Castle. The purpose of the
inspection was to review the existing structural condition of the residence and to advise you
as to structural options for the proposed addition. This letter report summarizes our
findings.
The original home was a rectangular shaped log structure. The foundation was cast-in-
place concrete. At some unknown date the area under the original house was excavated to
provide storage space. Based upon exposed portions of the foundation stem wall, it
appears that there is no footer under the wall. In addition, since the elevation of the floor
of the storage space is lower than the bottom of the stem wall there is a p<!_t_e_ntial that the
vertical cut could collapse in isolated areas, tqus undermining the foundation wall. The
structure appears in -reasonable condition considering its age and the standard of
construction at the time. The visual inspection revealed ng ___ gac!tingin the foundation or
settlement. We saw no indications in the interior of the home which would indicate
st~~ur~J;>r.oblems. Si~celt~-not possible to ~ess the attic space, this area was not
inspected. _
At some unknown date a 55'x 14' addition was added northeast of the original house. This
addition rests on a concrete masoruy unit (cinder block) stem wall. Based upon your
investigation of the foundation, it rests on a 24" wide footing. The area under the house is
a crawl space accessed through the original home foundation wall. I did not observe any
condition in the addition that would indicate any.QQ~~!ltial stru_1:tural problems.
The proposed construction would involve adding a second story over a portion of the
addition and extending 12 feet past the existing northeast wall. The addition would be
supported on the original concrete foundation wall, the existing northeast cinder block wall
and on new foundation piers. Based upon your design, no additional load should be placed
on the original log structure roof.
302 Eighth Street, Suite 325 P.O. Drawer 1/lO Glenwood Springs, Colorado 81ll02 (303) 945-2236
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Mr. Rob Classen
Page· 2
The isolated piers to be constructed to the northeast of the house will be placed at the
upper edge of a steep cut bank. This design provides the best alternative for support since
it minimizes the amount of excavation and materials needed for construction. It will,
however, be imperative that you excavate to undisturbed material and that th~J?gttpm9f
~~~!<1rJ1e pli,lc~d .below l'rost penetration from the slopi~ ~~· ·Based upon your
design, we estimated that the bearing pressure will not exceed 7SO psf, a reasonable
amount considering the conditions and observed soil type.
Any time that you add weight to an existing structure that does not have accurate as·built
drawings, there is some risk that the new construction could have an adverse affect. The
magnitude of this risk can only be estimated. We foresee two areas where there could be
an impact. First, the overexcavation of the original log structure basement area increases
the potential for localized collapsing of the vertical cut bank if the soil becomes saturated.
Assuming bridging of the collapsed area by the log walls above and the existence of
assumed reinforcing steel in the stem wall, this collapse should not result in a catastrophic
failure. Second, the addition of point loads on the cinder block stem wall below the beam
support points could produce localized crushing of the stem wall or cracking of the footer if
there is not a reasonable amount of reinforcing steel in the footer.
We have competed a review of your plans. From a structural standpoint, we agree with
your selection of beam sizes and connections. It is our opinion that there is only a small
risk of the failure of the original house foundation wall if there is not additional excavation
in the basement and if the basement area remains dry. In addition, we recommend that
you fi.I!..!~~ cores of, the cinder.)lock . ste.lll wall with concrete mtd.l<\I the post loads a
minimum of ~~e. This should provide adequate support ~!!mi!!A that there are at
least three #4 bars in the footing.
If you have any questions please feel free to contact me. Would you please provide me a
set of final drawings for our files .. Thank you.
Sincerely,
ENARTECH, INC.
Charles Peterson P.E.
Structural Engineer
CP/des
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INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
2~ HOUilS NOTICE REQUIREP FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued°% .. '.~ ___ •9_{_ ___ Zoned Are~ ........... ----------------------------Permit N o4 .. iA.~_') __ _
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with
all laws and <egulations related. to the zoning, location; construction and erection of the
proposed structure for which this permit is ~ranted, and further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and
construction of the above described structure, the permit may then be revoked by notice
from t e County Buildin Inspector an IMMEDIATE YB 'COME NULL AND VOID,
Use _e..c;:l{:i,_i' _i~~µ~"7~$L:-::~'i./-~~~~S~t.,...o--;:--------
Owrtt
Setbacks Side Side Rear
This Card Muot Be Posto<! So It Io Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Coverin2
fL~l.':~.rit:~~·:;.,d i~<y ::<_ ' -. ••• : J .: .~ .,
Footing /; i / .... I (-···;·-.. ; /-f'f-1'/ s,L,. ·./ 1 ·'\ ~3-i ·{.,: Q-,' '"-::t::::':'·~ l>lks9-
Foundation b.-e,;, ck 6 Jr/9/ cJi-11 4_.,
Plumbing-U ndergro1Jnd •tl.z t/11-1/{ !:,,,,,,
Gas Piping ,./. "/;; 1l/,;!.,,~/ Heating Ventilation
Frame ?l'!jt?( 17 /f.Juo( Insulation I -;, : {~ , -, I i-,.--.
Plum bin(-Rough 'i/1 r/efl '///,; ./, ,_ // Drywall ' I
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Elec~ric-R ough -~ - -I --,, I
(by STA n: in,pector) ' --'.?· ' Final Jf -2 " '1" 2 ( I ' -;r-· -'
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR AOOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-8212 109 8th Street, County Courthouse, Glenwood Springs, Colo.
APPROVED n-0:-.IDT DESTROYTII:s c"~~~
DateD•S5/ evJl1&+.w/RJ3
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CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO
Issued Without Fee
Permission i.s hereby granted to __ _,c""J"'"""'r"'r._,_y_....,. .. ;JJ.1..,li"'O'-'t"'t~--------------------
Bullding Permit No. -~''"2""i'"'. 7 ________________ Zona District ___________ _
situated at --"~if.,,,4 .. r,_;-'''"·:L. ·.,.i\L. _,.?,,A.,1 •• _.,)/"'''"'"'---'"c .. 11'-'r . .,ir_J..,e.__ _______ ~ Lot __ Blk. __ Addition, ____ _.._
lor t ha following purpose_nlv.wl15<l...,iut .. i.,on,..._-'t.,9,,_,f;c> ,,.._· 1u.o~..,1ilil"'"'-"'"Mrurl~~l.,iY:,Jl.o~·~s,,.ilidlJe,,.n,.c"'e"--------------'-----(1U ... N•turti Of DiiJ
!!aurice G111min~
G-'AFIELD COUNTY BUILDIN~ D~~~IJTMENT
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