HomeMy WebLinkAboutApplication - PermitGarfield County j NO. 10523
Building & Sanitation Department '--· -------.J
108 8 111 Street, Suite #401 Glenwood Springs, Co. 81601
Office-945-8212 Inspection Line-384-5003
Job Address ~~'03 Crl rs <? \ct_u le
Nature of Work Building Permit l}, ~ 'Z'l--304-0\ -Oo3
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Owner Oqt:r 1 f?1c.h0Sd
Contractor Q\1) V\e r
Amount of Permit$ (}C.f5.'S3 Date b-,d{)-0'1-
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GARFI ELD COUNTY BUILDING PERMIT APPLI CA TI ON
108 8." Street, Suite 4 0 1 , Glen woo d Sprin gs, CO 8 1 601
Permit No:
Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003
10'"5 ~-"5 Parce l /Schedule No: c) I %1 -35"t{-0 \ -007
B lock No:
2
3
;lr-
4 Architect/Engineer:
5
Ei
7
8
0
9
~\\S C \&oJ.e__ {!j)gfb~3
S ubd. I Exemption;
Ph= a
Ph:
Al tera ti on
Addition 0 Mov e
Carport:
Lie . No. -----J
Li e . No.
0 Single
0 Double
10 On-Site Se wage
Disposal
0 Site Plan
11
12 Special Co nditions:
NOTICE
A SEPARATE ELECTRICAL PERMIT I S REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
TiiJS PERM IT BECOMES NULL AND VOID IF WORK OR CONSTRI lr.TION
AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS. OR. IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERJOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMI NED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING TillS 1YPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORI'IY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTI!ER STATE OR
LOC LAW REGULATING CONSTRUCTION OR THE ERFORMANCE
0 C STRUCTION
Adjusted Valuations:
P l a n C h eck Fee: Permit Fee:
\ Date d Permit Issued :
9
OCC Group:
~~~~l~c~----~~~~~~~~~r
Zo ning: 5 38', b 9 (r--L
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AGREEMENT
PERM ISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR TH E A GENT OF TH E CONTRACTOR O R OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED TO AND REVIEWED BY THE BUILDI NG DEPARTM ENT.
IN CONSIDERATION OF T HE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUN'IY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. TilE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAI D ORDINANCES ARE NOT FULLY COMPILED WITI! IN TilE LCOATION. ERECriON. CONSTRUCTION . AND USE OF THE
ABOVE DESCRIBED STRUCTURE. TilE PERM IT MAY BE REVOKED BY NOTICE FROM THE COUN'IY AND THAT T HEN AND THERE IT SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TilE BUILDING OFFICIAL
FROM TI!EREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECI FICATIONS AND OTHER DATA OR FROM PREVENTING
BUI LDING OPERAT ION BEIN G CARRJ ED ON THEREUNDER WHEN I N VIOLATION OF THS CODE OR ANY OTH ER ORDINANC E OR REGULATIO N OF
THIS JURISDI CTION. THE REVIEW OF SUBMIITED PLANS AN D SPECIFICATIONS AND INSPECTIONS CONDUCTED T HEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUI\'1Y FOR ERRORS. OMISSIONS OR DISCREPENCIES. TilE RESPONSI
BILI'IY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPEC IFICIALLY WITI! THE ARTICTECT. DESIGNER. BUI LDER.
AND OWNER. CO MMENTS ARE INTENDED TO BE CONSERVATIVE AND I N SUPPORT OF THE OWNERS LNTEREST. ~fi
,--+,; _ .n &to ~ H.5 i 3 \\:;WL]E T39 ~VQE ~AND UNBltl~:15l-AGREEMENT ABOVE (INITIAL): ~
~ r "" I ~ -2-o -o
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The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets , a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. All bathrooms must be complete, with washbowl, tub or shower, toilet stool , hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY
(C.O .) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupansx_,, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit# ) U"3~3
~~~·~
Signature
Bpapplicationfeb2006
Date
VALUATION/FEE DETERMINATION
Applicant ~~ r~
Address= ~~!It
Date lo-.. ~
Finished (Livable Area):
M ain
Upper
Lower
Other
Basement:
Total Square Feet
Valuation
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Convers io n
Valuation
Garage :
Valuation 7 (.. ~ 't I ~ =r..
Crawl Space:
Valuati on
Decks/Patios:
Covered
Valu ation
Open
Valuation
Total Valuation
Subdivision U~'ittl\J I ~ ._J ')ut p
Lot/Block 3
Contractor O lUV\ ~
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
MANUFACTURED HOMES
In order to understand the scope of the work intended under a permit application and expedite the issuance of
a permit it is important that complete information be provided. When reviewing a plan and it's discovered
that required information has not beeJl' provided by the applicant, this will result in the delay of the permit
issuance and in proceeding with building construction. The owner or contractor shall be required to provide
this information before the plan review can proceed. Other plans that are in line for review may be given
attention before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design
professional for assistance in your design and a construction professional for construction of your
project.
To provide for a more understandable plan in order to determine compliance with the building, plumbing and
mechanical codes, applicants are requested to review the following checklist prior to and during design.
Applicants are required to indicate appropriately and to submit the completed checklist at time of application
for a permit. Applicants are required to indicate appropriately and to submit the completed checklist at the
time of application submittal for a permit.
All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for
Commercial Offices and Storage.
1. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each comer of the proposed structure prepared by a licensed surveyor and has
the surveyors signature and professional stamp on the drawing? Properties with slopes of30% or more
must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of
a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and
professional stamp on the drawing. Any structure to be built within a building envelope of a lot
shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes .__/
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses? This information must be certified by a licensed surveyor
with their signature and professional stamp on the design.
Yes v
3. Does the site plan include any other buildings, setback easements and utility easements? Please
refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying
for a building pennit on is located on a comer lot. Special setbacks do apply.
Yes v
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes V
5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the
Modular Unit showing exterior doors is required.
Yes 1/
6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain
written permission from the association, if required by that association, prior to submitting an
application for a building permit? The building permit application will not be accepted without it.
Yes v No -------
7. Will this be the only residential structure on the parcel?
Yes ./ No· If no-Explain: ______ _
8. Have two (2) complete sets of construction drawings been submitted with the application?
Yes ,/
2
9. For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roofload (min. 40# could be more depending on elevation
of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes v
10. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes ~ No -----
II. Do your plans comply with all zoning rules and regulations in the County related to your zone district?
Yes ~ No ------
12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes / No -----
13. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes ~ No __________ __
14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time
of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or
"Septic System" fees required, at the time you pick up your building permit?
Yes ~ No __________ __
15. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be made
between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-
5003.
Yes v -------'--
No _____ _
16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspection fee?
Yes v No -----
17. Are you aware that you are required to call for all inspections required under the IRC including
approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the
building? /
Yes No ------
3
18. Are you aware as part of the submittal for a building permit you are required to show proof of a
driveway access permit from Garfield County Road & Bridge Depmtment or if applicable the State
Highway Depattment? If a permit is not necessary, then a letter stating that information is required.
You can contact the Garfield County Road & Bridge Department at 625-8601 or refer to the phone
book for the State Highway Depattments number if applicab)R·
Yes No tJ fc
19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the work?
The license number of the person performing the work will be required at time of applicable
inspection. Yes v No ______ _
20. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a
building permit application? Your attention in this is appreciated.
Yes v· No ____ _
21. Are you aware that you will need to have your installer obtain an installation inspection as per the
State Division of Housing requirements prior to the County building depattment doing their final
inspection? The State will charge a fee for this inspection.
Yes No. _____ _
22. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an Agent and that the party responsible for the project must comply with the Uniform
Building Code?
Yes ;:/ No ____ _
23. Are you aware, that if you receive your water and/or sewer from an Association, a District or
Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of
an exemption) at the time of the building permit application submittal?
Yes No tJ ft
24. Do you understand that if you are planning on doing any excavating or grading to the property prior to
issuance of a building permit that you will be required to obtain a grading permit?
Yes ---4-<----
4
I hereby acknowledge that I have read, understand and answered these question s to the best of my
ability.
Si~~l!r D ate 1
Phone: 9&;s ~S~ /0 (days); _q....:::_fo_:::::3_~-=s:..__: .. ~=:.....:1--=u'----__ ( evenings)
Notes:
If you have answered "No" on any of the qu es ti ons, you may be required to provide thi s inform ati o n at the
request of the Building Official prior to b eginning the pl a n review process. De lays in issuing the permit are to
be expec ted. Work may not proceed without the is suance of a permit. If it i s determined by the Building
Offici al that additional information is necessary to review th e application and pla ns to determine minimum
compliance with the adopted codes, the application may be placed behind more recent applications for
building permits in the review process and not reviewed until r equired informati on has been provided a nd th e
appli cati o n r otates agai n to first position for review, d e lay in issuance of the permit o r delay in proceeding
with constmction.
bpminreqrrlliFeb2005
5
GARFIELD COUNTY
BUILDING and PLANNING
MANUFACTURED HOMES
Installation requirements within Garfield County
1.) A fuel gas pipeline pressure test is required by the installer and the test is required
to be witnessed and approved by the Garfield County Building Inspector. Test
must be a minimum pressure of I 0 psi and show no appreciable drop within 15
minutes. A gauge capable of indicating pressures no higher than 60 psi shall be
used in the test.
2.) All stairs serving the unit are to comply with the IRC and IBC for rise, run,
handrails and guardrails.
3.) All decks and porches which are more than 30 inches above grade are required to
have guardrail complying with Section R312 with a minimum height of 36 inches.
Guardrail shall have intermediate rails or an ornamental pattern such that a sphere
4 inches in diameter cannot pass through. Section R312.2.
4.) If manufactured home is placed on a basement foundation, the foundation and the
basement shall comply with requirements of the IRC including but not limited to:
(a) Installation of smoke detectors in the basement and in the manufactured
home. Section R313.
(b) Installation of escape or rescue windows. Section R31 0.
(c) Providing oflight, ventilation and sanitation. Section R303.
(d) Providing of minimum room dimensions. Section R304.
(e) Protection of insulating materials for flame spread requirements. Section
R314.
(f) Forming and placing of concrete for foundation and floor slab. Chapter 4
IRC.
(g) The inspection of all framing as required under the IRC.
(h) The inspection of all plumbing as required under the IRC and !PC.
5.) L.P.G. (Liquefied Petroleum Gas). Appliances burning L.P.G. shall not be
installed in a pit, basement or similar location where heavier-than air gases may
collect UNLESS such location is provided with AN APPROVED MEANS FOR
REMOVAL OF UNBURNED GAS. The policy in Garfield County is as follows:
(a) An untrapped drain with a minimum diameter of 4 inches located in the
lowest area where heavier-than-air vapors may collect is to run with a
CONTINOUS slope to an exterior area which is not within a depression or
recessed below adjacent terrain.
(b) The area of termination is to be determined by the Building Inspector as
likely to remain free of standing water, ice and other debris that may
prevent the flow and dissipation of unburned gas.
(c) The upper inlet and termination of the drains to be provided with
protection from the entry of debris animals which may cause blockage of
the drain. This protection is to be approved by the Building Inspector.
6.) A FINAL INSPECTION OF THE PLACEMENT, BLOCKING, TIE-
DOWNS, SKIRTING, GRADING and COMPLIANCE WITH ABOVE ITEMS
IS REQURIED and APPROVAL GIVEN BY THE BUILDING DEPARTMENT
PRIOR TO OCCUPANCY OF THE MANUFACTURED HOME OR
OCCUPANCY OF THE BASEMENT.
7.) The Garfield County Zoning Resolution of 1978 with Amendments through
December 9, 1997, has been amended to read as follows:
2.02.07(1) Building-Conventional and Manufactured:
A building constructed or erected on the lot or building site or a factory and built
to meet the "International Residential Code", the "Uniform Building Code" or the
"National Manufactured Housing Construction and Safety Standards Act of
1974", has a minimum dimension of twenty (20) feet wide and twenty (20) feet
long and meets the local building code requirements for wind speed of 90 mph;
anchoring requirements in accordance with installation standards based on the
minimum basic wind speeds in miles per hour specified in the IRC & IBC; and
meets or exceeds the snow load requirements adopted by Garfield County
***(Garfield County requires 40# per square foot up to 7.000 ft. in elevation and
certification from the factorv is required that ties the snow load to the
Manufactured Home's Serial Number).
Any building meeting these criteria is defined as a single family dwelling and
allowed in any zone district that allows a single-family dwelling.
8.) All work must comply and be inspected by the State of Colorado Division of
Housing.
Mfginstallreq0ct2004
***NOTE: A BUILDING PERMIT WILL NOT BE ISSUED UNTIL WE
RECEIVE THE CERTIFICATE.
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC, JMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snow load (measured at the roof): 40PSF up to 7000ft elevation.
50PSF 700 I to 8000ft
75PSF 8001 to 9000ft.
lOOP SF 900 I to I OOOOft
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R30 I ,2, 1,4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above,
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft
elevation.
Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R-Values:
•
•
•
Ceilings/roofs R values are: R-30 stick built
structures. R-38 log construction and steel
rafter construction.
Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
Floors R-values are R-19 .
•
•
•
Basement wall R-values are R-IO bel'ow
grade, R -19 above grade.
Slab perimeter R-value and depth is R-
10/36in.
Crawl space wall R-values are R-IO below
grade and R-19 above grade
If floors over crawl spaces are not insulated, the crawl space walls must be
insulated. Basement wall must be insulated to frost depth. Common walls
garage to house must have R -19 insulation. Common ceiling/floor garage
to house must have R -19. Take precautions to protect plumbing in these
areas.
PLAN REVIEW CHECKLIST
Applicant Oeeu Date 6-/3-c?
Building
-~neered Foundation
__ Driveway Permit
~-~eyed Site Plan
V'Septic Permit and Setbacks
~effopography 30%
~h Residential Plan Review List
_~_Mtinmim•um Application Questionnaire
/subdivision Plat Notes
-z lans/Stamps/Sticker
r ditions
-znSigned
__ Plan Reviewer To Sign App li cation
~el/Schedu l e No.
__ 40# Snowload Letter-Manf. Hms.
~~sReport
GENERAL NOTES:
ili-:U!S S')i-{ &J*" G ~
~f~
Planning/Zoning
__ Subdivi sion Plat Notes
1111 ~~·~ MI,N,IIfU r~·1.!1fi.loi~'rrlf~ll:rif~.MI·J IIIII
Receptionn: 723456
05!17/2007 01:39,25 PM 8·1927 P:0371 Jean Alberico
1 of 1 Reo Fee:$6.00 Doc Fee:B.10 GARFIELD COUNTY CO
Filed f,or record the
Reception No.
day of ,A.D. ot _____ .o'clock M.
By
RECORDER
DEPUTY.
WARRANTY DEED
TfiiS DEED, Made on this day of <M~a~yc_,l~S,_,_, __,_2~0~0~7 ________ _ between
WAYNE RUDD
of the County of ----------and State of ,c0o'--------of the Grantor(s), and
RICK OGER AND CASSIE OGER
whose legal address is : 16313 HIGHWAY 82 CARBONDALE CO 81623
of the County of and State of COLORADO of the Grantee(s):
\VITNESS, That the Grantor(s), for and in consideration of the sum of ( $81,000.00 )
***Eighty One Thousand and 00/100 *** DOU.AHS
the receipt and sufficiency of which is hereby acl::nowtedged, has granted, bargained, sold and conveyed, and by these
presents does grant, bargain, sell, convey and confirm unto the Grantee(s), their heirs and assisns forever,
not in tenancy in corrrnon but in joint tenancy, all the real property, together with improvements, if any, situate,
lying and being in the County of GARFIELD and State of Colorado, described as follows:
LOT 3
OVERVIEW SUBDIVISION
ACCORDING TO THE PLAT THEREOF RECORDED FEBRUARY 9, 2007 UNDER RECEPTION NO.
716989.
COUNTY OF GARFIELD
STATE OF COLORADO
also known as street number TBD COUNTY ROAD 115 GLENWOOD SPRINGS CO 81601
TOGiri'IIEit with all and singular and hereditaments and appurtenances thereto belonging, or in anywise appertaining
and the reversion and reversions, remainder and remainders, rents, issues and profits thereof; and all the estate, right
title interest, claim and demand whatsoever of the Grantor(s), either in law or equity, of, in and to the above bargained
premises, with the hereditaments and appurtenances;
TOHA\'EANUTOHOLD the said premises above bargained and described with appurtenances, unto the Grantee(s),
their heirs and assigns forever. The Grantor(s), for himself, his heirs and personal representatives, does covenant, grant
bargain, and agree to and with the Grantee(s), their heirs and assigns, that at the time of the ensealing and delivery
of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible
estate of inheritance, in Law, in fee simple, and has good right, full power and lawful authority to grant, bargain,
sell and convey the same in manner and form as aforesaid, and that the same are free and clear from all former and other
grants, bargains, sales, I i ens, taxes, assessments, encunbrances and restrictions of whatever kind or nature soever,
Subject to general tltXes for the Y""r 2001 and thooe specific Exceptions deBcri.bed by refert!nce to recorded documents as
reflected i.n the Title Documents accepted by Grantee(s} in a.ccordanct! with Section Ba (Title Review} of the Contract to
Buy and Sell R"a.l Estate relating to the above dcu>cribed prop.,rty; distribution utility "aoements (including cabl" TV};
those specifically d"soribed rights of third P'lrties not shown by the public reoords of whioh Grantee(s} h11c actual
knowledge and which were accepted by Grantee(s} in accordance with Section Bb (Hatters not Shown by the Public Records} an<
Section Be (Survey Review) of the Contra.ot to Buy and Sell Re4l B"state relating to the above described real property;
.inolution of the Property within any spe<li..o.l tax district; and, the ben.,f.it and burdens of any declaration and pa.rty wall
agreement.,, if ""Y and other NONB
The Grantor(s) shall and witt-wARRANT AND FOREVER DEfEND the above bargained premises in the quiet and peaceable
possession of the Grantee(s), his heirs and assigns, against all and every person or persons Lawfully claiming the whole
or any part thereof. The singular number shall include the plural, and the plural the singular, and the use of any gender
shall be applicable to all genders.
JN WITNESS WHEREOF the Grantor(s) has executed this deed on the 'date set forth al:ior.
,2,_~-(
STATE Of COLORADO
------County of GARFIJ!:LD
)
)ss.
)
By: \...,..~--"~........,_.., /
WAYNB RUDD BY SUSAN J. RUDP '
The foregoing instrument was acknowledged before me on this day of M_~ 15, 2001
by WAYNE RUDD BY SUSAN J. RIJDD, ATTORNEY IN l"ACT
My corrmi ss ion ex pi res
Witness my hand and official seal.
ATTORNEY IN FACT
Notary P~b~~~~ i:_ L''' ·._· I \: lJ ~~
• -··«·" ~--:-.-.~~··:·~~:-~-:~·:·" ~~~·a to·
Name and Address of Person Creating Newly created legal Description ( 38-35 106.5, C.
u
Escrow# CB63000785
Tit I e# GB63000785
When Recorded Return to: RICK OGER AND CASSIE OGER
"
c:c!i£tech
HEPWORTH-PAWLAK GEOTECHNICAL
May 16, 2007
Rick and Cassie Oger
16313 Highway 82
Carbondale, Colorado 81623
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road !54
Glenwood Springs, Colorado 81601
Phone' 970-945-7988
Fa" 970-945-8454
email: hpgeo@hpgeotech.com
Job No.I 07 0335
Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 3,
Overview Subdivision, County Road 115, Garfield County, ColorP 'n
··car Mr. and Mrs. Oger:
As requested, Hepworth-Pawlak G··.·•echnir'll, Inc. perfom,ed a sub3oil study for design
of ·mndaf .ns at tJ-.P subjec :<ite. ·,'JJe study was conducted in accordance V• :lh our
agreement tor geoL.chnical engineering services to you dated May 4, 2007. The data
obtained and our recommendations based on the proposed construction and subsurface
conditions encountered are presented in this report.
Proposed Construction: The proposed residence will be a one story modular structure
above a full basement and located on the site as shown on Figure 1. Basement floor will
be slab-on-grade. Cut depths are expected to range between about 3 to 8 feet.
Foundation loadings for this type of construction are assumed to be relatively light and
typical of the proposed type of construction.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The property is located on the uphill side of County Road 115. A dirt
and gravel access road for the subdivision has been rough cut. Vegetation in the building
area and driveway areas has been removed. The surrounding vegetation consists of
relatively dense scrub oak and brush, some sage brush, grass and weeds. The site is
located on a south facing hillside with a moderate slope down to the south. Numerous
sandstone boulders and cobbles are visible on the ground surface.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
excavating two exploratory pits at the approximate locations shown on Figure I. The
logs of the pits are presented on Figure 2. The subsoils encountered, below about one
foot of topsoil, consist of clayey gravel with cobbles and boulders overlying slightly silty
sandy gravel with cobbles and boulders. A sandy clay layer was encountered in Pit 2
from one to 4 feet. Results of swell-consolidation testing performed on a relatively
undisturbed sample of the sandy clay, presented on Figure 3, indicate low compressibility
under existing moisture conditions and light loading and a low expansion potential when
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
-2-
wetted. Results of a gradation analysis perfonned on a sample of sandy gravel (minus 5
inch fraction) obtained from the site are presented on Figure 4. No free water was
observed in the pits at the time of excavation and the soils were slightly moist to moist.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, we recommend spread
footings placed on the undisturbed natural soil designed for an allowable soil bearing
pressure of 2,000 psf for support of the proposed residence. The soils tend to compress or
expand after wetting and there could be some post-construction foundation movement.
Footings should be a minimum width of 16 inches for continuous walls and 2 feet for
columns. Loose and disturbed soils and existing fill (from site grading) encountered at
the foundation bearing level within the excavation should be removed and the footing
bearing level extended down to the undisturbed natural soils. Exterior footings should be
provided with adequate cover above their bearing elevations for frost protection.
Placement of footings at least 36 inches below the exterior grade is typically used in this
area. Continuous foundation walls should be reinforced top and bottom to span local
anomalies such as by assuming an unsupported length of at least 12 feet. Foundation
walls acting as retaining structures should be designed to resist a lateral earth pressure
based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill.
Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly
loaded slab-on-grade construction. To reduce the effects of some differential movement,
floor slabs should be separated from all bearing walls and columns with expansion joints
which allow unrestrained vertical movement. Floor slab control joints should be used to
reduce damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free-draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2 inch
aggregate with less than 50% passing the.No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site soils devoid of vegetation, topsoil and oversized rock.
Underdrain System: Although free water was not encountered during our exploration, it
has been our experience in mountainous areas that local perched groundwater can develop
during times of heavy precipitation or seasonal runoff. Frozen ground during spring
runoff can create a perched condition. We recommend below-grade construction, such as
retaining walls, crawlspace and basement areas, be protected from wetting and
hydrostatic pressure buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free-draining granular material. The drain should
be placed at each level of excavation and at least 1 foot below lowest adjacent finish
grade and sloped at a minimum 1% to a suitable gravity outlet. Free-draining granular
material used in the underdrain system should contain less than 2% passing the No. 200
Job No.I07 0335
-3-
sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The
drain gravel backfill should be at least 1 Y, feet deep.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
I) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas. Free-draining wall backfill should be
capped with about 2 feet of the on-site, finer graded soils to reduce surface
water infiltration.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in pavement and
walkway areas. A swale may be needed uphill to direct surface mmff
around the residence.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscaping which requires regular heavy irrigation should be located at
least I 0 feet from the building. Consideration should be given to the use
of xeriscape to limit potential wetting of soils below the foundation caused
by irrigation.
Limitations: This study has been conducted in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
warranty either express or implied. The conclusions and recommendations submitted in
this report are based upon the data obtained from the exploratory pits excavated at the
locations indicated on Figure I and to the depths shown on Figure 2, the proposed type of
construction, and our experience in the area. Our services do not include determining the
presence, prevention or possibility of mold or other biological contaminants (MOBC)
developing in the future. If the client is concerned about MOBC, then a professional in
this special field of practice should be consulted. Our findings include interpolation and
extrapolation of the subsurface conditions identified at the exploratory pits and variations
in the subsurface conditions may not become evident until excavation is performed. If
conditions encountered during construction appear different from those described in this
report, we should be notified at once so re-evaluation of the recommendations may be
made.
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
Job No.107 0335
-4-
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engmeer.
If you have any questions or if we may be of further assistance, please let us know.
Respectfully Submitted,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
~~·~/~-·/
Job No.l07 0335
1
~ "'
TO MILE '-57 -\V <::./
MARKER 8 NOTTOSCALE
DIRT ACCESS ROAD
ROUGH
CUT DRIVEWAY
-lD
~
~
0
<(
0 a:
i?: PROPOSED z
::J RESIDENCE 0 PIT 1 u •
PIT2.
107 0335 ~ LOCATION OF EXPLORATORY PITS Figure 1
HepWorth-Pawlak Geotechnical
0
5
10
LEGEND:
PIT 1
+4~69
I -200~9
-J LL~2B
Pl~4
TOPSOIL; organic sandy silt and clay, moist, black.
PIT 2
WC~14.2
00~108
-200~67
GRAVEL AND CLAY (GC); with cobbles and boulders, sandy, medium dense, moist, red.
0
5
10
GRAVEL AND SAND (GM); with cobbles and boulders, slightly silty, dense, slightly moist to moist, reddish
brown.
2" Diameter hand driven liner sample.
Disturbed bulk sample.
NOTES:
1 .. Exploratory pits were excavated on May 5, 2007 with a Linkbelt 240 trackhoe.
2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory pits were not measured and the logs of exploratory pits are drawn to depth.
4. The exploratory pit locations should be considered accurate only to the degree implied by the method used.
5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DO = Dry Density (pcD
+4 = Percent retained on the No. 4 sieve
-200 = Percent passing No. 200 sieve
LL = Liquid Limit (%)
PI = Plasticity Index (%)
107 0335 ~ech
HEPWORTH-PAWLAK GEOTECHNICAL
LOGS OF EXPLORATORY PITS Figure 2
;::; a.
Q)
0
Moisture Content = 14.2 perce nt
Dry Density = 108 pcf
Sample of: Sandy Clay
From: Pit 2 at 3 Feet
* c
0 1 ·u;
c
"' Q_
X w 0 ' c ~ 0 ·u;
U> t"-. Q) 1 0.
E ~ I'-0 ~ ()
2 Expansion
upon
wetting
0.1 1.0 10 100
APPLIED PRESSURE -ksf
107 0335 ~, SWELL-CONSOLIDATION TEST RESULTS Figure 3 ! .
HepWorth Pawlak Geotechnical
I
0 w z < t-w
"' t-z w
()
"' w a..
HYDROMETER ANALYSIS SIEVE ANALYSIS
TIME READINGS U.S. STANDARD SERIES CLEAR SQUARE OPENINGS
24 HR. 7 HR
0 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. 1 MIN. #200 #100 #50 #30 #16 #8 #4 3/8" 3/4' 11/2' 3' 5'6' 8' 100
10
20
30
40
50
60
70
80
90
100
.001 .002 .005 .009 .019
CLAYTOSllT
.037 .074 .150 .300 .600 1.18 2.36 4.75 9.5 19.0 37.5 76.2 152 203
12.5 127
DIAMETER OF PARTICLES IN MILLIMETERS
c"""'
MND
MEDIUM FINE COARSE COBBLES
GRAVEL 69 % SAND 22 % SILT AND CLAY 9 %
LIQUID LIMIT 28 % PLASTICITY INDEX 4 %
SAMPLE OF: Slightly Silty Sandy Gravel with Cobbles FROM: Pit 1 at 6 to 7 Feet
90
80
70
60
50
40
30
20
10
0
() z
Vi
Ul < a..
1--z w
()
"' w a..
107 0335 ~ch
HepWorth-Pawlak Geotechnical
GRADATION TEST RESULTS Figure 4
HEPWORTH-PAWlAK GEOTECHNICAL, INC.
TABLE 1 Job No. 107 0335
SUMMARY OF lABORATORY TEST RESULTS
-
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATIERBERG LIMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING LIQUID PLASTIC COMPRESSIVE SOIL OR PIT DEPTH CONTENT DENSITY NO. 200 LIMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE
(It) (%) (pel) (%) (%) (PSF)_
1 6 to 7 69 22 9 28 4 Slightly Silty Sandy Gravel
with Cobbles
2 3 14.2 108 67 Sandy Clay
I
I
'
I
(:~-~0-0 -t
~ so.!"-.\/
"L i .
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Name Oq ·r r R \(\r)(J ~ l\
System Location 2$58 3 C ~ \ \=:,
Present Address l b j \ ~ w,}J ,, b ~
C''ou \e
Permit 4 33 0
Assessor's Parcel No. t1 '8 "t-~ ':St{-0 l--t:D-~
This does not constitute
a building or use permit.
Phone Cl£0-S}; I()
Leg~D~c ri~ionofA~e~or~ParoeiNo.~~~\~~~~~--~~J~~~J_L~\-~~~\--~~~~~~~·~~~~~~~~~~~~~~~~~~~~
SYSTEM DESIGN
-~~~-Septic Tank Capacity (gallon) ______ Other
-~~~-Percolation Rate (minutes/inch) Number of Bedrooms (or other) ~~~~-
0 77 / _/ ~-#-/ 7 / lJ.~./4 .9 J, d. c/c?'? Required Absorption Area-See Attached O.e.£/ (}(/~t.PYI #.--(/(.;,. ~ /v ~•(J
Special Setback Requirements: ~n Ytf2.-ec:~/(
Date _____________ Inspector ____________________________ _
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call to' lospection (24 hows notice) Befo" Coming lnstallatio ~ ..;:>-;;t ,?Cc/7 rn
System Installer '!/ ~" ~ J · ~
Septic Tank Capacity ____________________________________ _
Septic Tank Manufacturer or Trade Name ----------------------------~---
Septic Tank Access within 8" of surface ----------------------------------
Absorption Area ________________________________________ _
Absorption Area Type and/or Manufacturer or Trade Name ---------------------------
Adequate compliance with Cou nty and State regulations/requirements
Other _________ ~--------------------------------
Date _____,~,_--=-CO---=;-')=-----O_+--'------Inspector .J })~ f yY\
RETAIN 'WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25 , Article 10 C.R.S. 1973 , Revised 1984 .
2. This permit is valid only for co nnection to structures which have fully complied with County zoning and building requirements. Con-
nection to o r use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requ i rement of the permit and cause for both legal action and re vocation of the permit.
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500 .00 fine-6
months in jail or both).
White-APPLICANT Yellow-DEPARTMENT
~ -.---...... ~~~~"!!...""!!..."!!...~----------':1"--.. --------------..,.--------------------.....
-. _j 717-<17~ . ~· -BUILDING PERMIT CARD
Job Address ~,;;;lll..::>----''-'f~\\::=S:___~~~~Ilf~'-.l~~~\ll=-~~L---~C~'m~~----
ownerCO,Pr Address}b~\3 J\IJ.Ii'a"2. M;Q\tPhone #Q~~S'B\'t)
ContractorOI.J;>ner Address'----------Phone#-----Setback~ Front Rear -.---~~ RH . LH Zoning -----
\f.C tot\~r\.1 ~~rt<l>P ~~ \.mn fuse at~~~~ ~l~
Soils Test -------c-~......,---~
Footing G -:u-oz~ 4/C
Foundation 7·G·O~·~
Grout-------------
Underground Plumbing --------
Rough Plumbing ___ _,_, _________ _
Framing 9-;t¥</7~~ '?'2'1 (iJ '1;¥1 lnsulation/d·M·"?~ '
Roofing -------,-c--=---=------
Drywall ;o./6·CI7-tl?1l?=
Gas Piping IC?·f6·o7~
'b·!l/o7 ~ cJJ:. ~ {)tf# ~b76
~60
Weatherproofing------------
Mechanical /
Electrical Rough (State) --~,.1L/f _____ _
Electrical Final (State)l--_~,,/,c_ ____ -,Lt--~inal 1/~S:o? /Checklist :o-~leted?-"7=----
Certificate Occupancy# ___.:5~~:1:2.1.1 _____ _
Date IJ:.QS:-03:-
Septic System #-'=4u"W="'----------
Date
Final ~ :o .. <¥JC!<--7<-----
0ther------------------
FINAL CHECKLIST
MECHANICAL ROOM STAIRWAYS .
Headroom (6'6'')
INTIAIOA
GARAGE
Fire wall separation
Service doors-Hi!" m~l-n.----+----
Door (20 min.) w/auto closer-1
Mech. equip. 18" _above floor
No opening into sleeping area---Tj-----:/--
BASEMENT·CRAWL AREA
Access lnsulatfo::n~---------fl__ __ _
Headroom/;;:S\::-a:-,.,8----\---/..----
Ventllation ------\--/-----REMARKS
Railing & guardra-ils-T--7'{_ ____ _
Width:---'--~(_ _____ _
Rise & run-------?''-'-----
KITCHEN
Clearance above gril -,1-------
Exhaust fan --::----\;11-------;<c___
Broiler exhaust (1 hr. chase)-----,,"---
BEDROOMS
Egress Smoke-::d:::e\--ec-:-\o-r-t---~L __ _
BATHROOMS
Exhaust fan Shatterproof"-g~la-ss-t-T--------
OTHER
(
'•·--
INSPECTION WILL NOT BE MADE UNLESS
. . · THIS CARD IS POSTED ON THE JOB . "'"
24 HOURS NOTICE REQUIRED FOR INl;l'Ji:CTIImiS
BU I;L_,lNG--PE
">.,\ ' ' . ' '
GARFIELD COUNTY,
" . ''·~: c.,.~,o-o+ .
Date I~sued .• > ••• r.:.~ ................ Zoned Area ............................... Perm•t l'lo ..... I.;;;.::-.. ;; ........... ._,J ... ..
. 'J . J\. AGREEMENT
In consid~ratfon oftlj.~ issuance of this permit, the applicant hereby agrees to comply ·. all
laws and regUlations r~lated to the zoning, location; construction and erection of the proposed
structure for which tbiS permit is granted, and further agrees tbat if the above said regulatillns
are not fqlly complied with in the zoning, location, erection and construction of the above
described structure, tbe permit may then be revoked by notice from the County Building
Inspli<:t~r and IMMED~t\-TELY B_ECOME NULL AND VOID.
, _ S'"ss_g i:i:-u:.< ;;s· · · • ·
use & :\-1.fG \1\f\\M! (~)D PJYly \ 'tq;:.s· \U J QO rc1 tf] wjt;,Cl\\C>
Address or Legal Description 'ii:l:ll::S \ f" \\':, t,\Q.tl \(',
OwnerC'I:·.,rr•, l \(1{\(J{r•\ Contractor (1j\J.)\l'\~f'
Setbacks
Tbis Card Must Be Pcet~.~,
ALL LISTED ITEMS
WHETHER INTERIOR
THIS PERMIT IS
Side Rear
rrf.'"':1,,;~r-=· :·n-AnP,..P ... ~AnOOII[. nV,..E ... D"l"""-· .,.;u ~· ..,k ...... :. •M,;:...,·· ...... c,.., ............ u~....,l .......... , ................. ·.....,;;_:_ _______ ....
'ii oaiEfXJ--Di-By 'f",S ~ .
" IF PLACED mSIDE-COVER WITI! CLEAR PLASTIC
'
Parcel Detail Page I of 3
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Tn::asurer!'mpcrty Se<Jrc:h I Assessor Subset Query I Assessor S&les Sear_c;h
~lt:_d<-_&_Rec,;mcls:.rRec:fption_Searc,;h
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail
Land Detail I Photographs
I Tax Area II Account Number
I 005 II R043900
II Parcel Number II Mill Levy I
II 2187354owo3 II 54.949 I
Owner Name and Mailing Address
IRUDD, WAYNE
II32PARKAVE.
!BASALT, CO 81621
Legal Description
!SECT,TWN,RNG:35-6-88 SUB:OVERVIEW I
!sUBDIVISION LOT:3 DESC: A
!sUBDIVISION OF PARCEL B, 29 PEAKS
IPRE:R04!018 BK:1207 PG:199 BK:1153
IPG:991 BK:0969 PG:0180 BK:0392
IPG:0359 BK:1893 PG:0689
IRECPT:716992 BK:1893 PG:0672
IRECPT:716991 BK:1893 PG:0655
IRECPT:716990 BK:1893 PG:0653
IRECPT:716988 BK:1771 PG:0017 I
IRECPT:692059 BK:1553 PG:906
IRECPT:644463 BK:1531 PG:369
IRECPT:639130 BK: 1523 PG: 194
IRECPT:637445 BK:l459 PG: !55
IRECPT:625306 BK:l243 PG:518 I
IRECPT:578841 BK:l207 PG:!99 I
http://www .garcoact.corn!assessor/parcel.asp ?Parce1Number=21873540 I 003 5/3112007
Parcel Detail
IRECPT:569287 BK:0746 PG:0467
IBK:0723 PG:0753
Location
Physical Address: llcARBONDALE I
Subdivision: IIOVERVIEW SUBDIVISION I
Land Ac,res: 113.387 I
Land Sq Ft: llo
I Section II Township II Range I
I 35 II 6 II 88 I
Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II I34,94oll
I Improvements: II ol
I Total: II 134,94011
IIIF======S==a=le~D~at~e: I
_. Sale Price: I
Basic Building Characteristics
Number of Residential
lo Buildings:
Number of Commllnd
lo Buildings:
No Building Records Found
Tax Information
No Tax Records Found
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39,1301
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39,1301
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http://www. garcoact.com/ assessor/parcel. asp ?ParcelN umber=218 7 3 540 I 003
Page 2 of3
5/31/2007
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945·8212
Job located at ~.ssz:sdl< JI'L
Permit No. Jo.:5:;).2
I have this day inspected this structure and these
premises and found the following corrections needed: aL ~.zr/S~?%'~ ~~~o~k/
;A)Ca# r A-;~,
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 11-1 -o7 20
Building Inspector ~
Phone (970) 945-8212