HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address
Nature of Work
NO. 9E9s
Building Permit IL—I— f I
Use of BuildingC / P r --)t /" /d.
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Owner 1 a� -� L
Contractor cc, i'1Q
Amount of Permit $ 3a -P, (-5 Date
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Clerk
GARFIELD COUNTY BUILDING PERMIT APPLI CATION
108 8" Street, Suite 401, Glenwood Springs. CO 81801
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003
Permit No: c3� ]•
Parcel/Schedule No: 14itc .-SL.k1/4 \L-- 1i1\
Job Address:1 / I f-„ ( Go
t�unnse �: lr�
I Cacnwcxacl Sr��a� r
1 Lot No: Block No: Subd. / Exp tion:
2
Owner:Address5
e 5 4 ..Sane- NAL kin5
01-E)
Iib 12D a-�.e
145-93(13
X45' 93 (t3
P '
` ' -1525
3
Contractor:
Address:
Ph:
Lic. No.
^AArchitect//E` n sn'e`er: f , +
i i�•10J.l gLIG1l~i — J 1t�G
Address: +� /±� , y�
LIE GWS
Net ffs�,
P"ti�,.7.5 B
Lic. No.
S
Sq. Ft, Building:
q of Lot:
Sq. 8`1423_U,
?,�(�,"y
1i
Height: 21 !
No. of Floors: 2
L .
ti
Use of Building::� `1 t/sn
7
Describe Work: les,W l oa S j F 4 , A cAevaPe4vixectii.'
(JV❑
�3
Class of Work: iii" New Alteration o Remove
❑ ddition ❑ Move
9
Garage: 3 ❑ Single
❑ N,,/"Double
Carport: i 1
�-1
(�y ❑ Single
1 Ar❑ Double
10
(, Drif `vra Permit 0 On -Site Sewage
14 `f Pe Disposal
Site Plan
11
Valuation of Work: $
MO , J '
Adjusted Valuations: S
1 u { ��'r
1 �^'►=i6
,34014306 .
111
12
Special Coltions:
nd
,clecvuired, DY2 -wrd - -k r Z 7 3 415, 24
sae ) — —
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
Plan Check Fee:
/277. `JCj r h
Permit Fee:
9 g. /6
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR. IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED.
Total Fee: ').
3z47.45
Dated Permit Issued:
[ HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
OCC Group:
Const. Type:
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OFANY OTHER STATE OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE
OF CON •UCTTON.
Zoning:
Setbacks:
_ f
^fJ,���p
Manu. Home:
ISDS No. & Fee:
1 1` •, R DAT
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BLDG DE• N•. +'• "".
APPR.•./DATE APPROVAL/DATE
/ n ; ,
AGREEMENT
PERMISSION IS HEREBY GRANTED TD THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONS1 RUCTION, AND USE OF THE
ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RESPONSI
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER. BUILDER,
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST.
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INIT1ALk
A
•
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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 OF OCCUPANCY
(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 occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # -1
%.\\— \ 0 tip
Signature Date
Bpapplicationfeb2006
Applicant
Address
Date
VALUATION/FEE DETERMINATION
Finished (Livable Area):
Main lgo4
Upper /x, 59
Lower
Other
Subdivision 4424E
Lot/Block if
Contractor
Total Square Feet 3/43 V 74 4&
Valuation
Basernent:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Z34,7I9.Z/
Garage: lz q(eQ
Valuation 7L0 4 t8
Crawl Space: i 7/ tV e
Valuation CQc 7 =-
Decks/Patios:
Covered 14, go
Valuation 10 `t z4
Open
7z oo
Valuation (Geo 4. Z
Total Valuation 273 '95, z'/
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
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 been 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. Any project with more than ten (1Q) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
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.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
1
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line
and original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house -rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind
speed, wind exposure B or C, and a 36 inch frost depth.
AlI sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
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(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the 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 also include any other buildings on the property, 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 permit on is located on a comer lot. Special
setbacks do apply.
Yes 'lam
3. Does the site plan include when applicable the location of the LS.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent prope ties), streams or water courses?
Yes
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the proper),,,,
Yes ,/
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the IRC or per stamped engineered design?
Yes
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the arances required between wood and earth?
Yes
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and sous?
Yes
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes ��
11. Does the building section drawing or other detail include the method ofpositive connection of
all columns and beams?
Yes 1�
12. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave ofa gable or shed roof or the
top ofa flat roo . (Building height measurement usually not to exceed 25 feet)
Yes
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase II EPA certification?
Yes No
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC?
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping�r oms and/or basements comply with the requirements of the IRC?
Yes ✓ No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ven ' ation for all habitable rooms?
Yes No
17. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these ams?
Yes No �/
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes ,/ No
20. 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 wi out it.
Yes No
21. Will this bet only residential structure on the parcel?
Yes No If no -Explain:
22. Have two (2) omplete sets of construction drawings been submitted with the application?
Yes
23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft.
long?
Yes " No
4
24. Have you designed or had this plan designed while considering building and other
construction c de requirements?
Yes , No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes ✓ No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by e Garfield County Building Department?
Yes No
27. Do you understand that approval for design and/or construction changes are required prior to
the application these changes?
Yes No
28. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal 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 pe it?
Yes No
29. 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 from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to 38 5003.
Yes No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50. 0 re -inspection fee?
Yes ,/ No
31. 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 t e building?
Yes No
32. 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
Yes 1/ No
5
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 6 5-8601.
Yes No
34. 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 pplicable inspection.
Yes �/ No
35. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcell Number for the lot you are applying for this permit on prior to submittal
of a building permi pplication? Your attention in this is appreciated.
Yes No
36. Do you know that the local fire d,et may require you to submit plans for their review of
fire safety issues? Yes No (please check with the
building department about this requirement)
37. 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 �✓
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
14.40 \10
Signature of Own? Dat
Phonekcil (days); ((a) C\ -°V3°3 (evenings)
\ S P -Q S‘• t�
Project Name:
Project Address: t3 til `r \ Sc v \ -v
Notes: If you have answered "No" on any of the questions, you may be required to provide this
information at the request of the Building Official prior to beginning the plan review process. Delays
in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If
it is determined by the Building Official that additional information is necessary to review the
application and plans to determine minimum compliance with the adopted codes, the application
6
may be placed behind more recent applications for building permits in the review process and not
reviewed until required information has been provided and the application rotates again to first
position for review, delay in issuance of the permit or delay in proceeding with construction.
BpminreqFeb2005
7
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload: 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft.
75PSF 8001 to 9000ft.
100PSF 9001 to 10000ft.
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 R301.2.1.4)
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-10 below
grade, R-19 above grade.
• Slab perimeter R -value and depth is R-
10/36in.
• Crawl space wall R -values are R-10 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 74 f W K Ln Date /
Building
Engineered Foundation
al -Driveway Permit
rveyed Site Plan
Septic Permit and Setbacks
'ade/Topography 30%
Attach Residential Plan Review List
mimum Application Questionnaire
✓Subdivision Plat Notes
/f fkire Department Review
v Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
✓Attach Conditions
pplication Signed
-Plan Reviewer To Sign Application
L-1'1.No.
40# Snowload Letter- Manf. Hrns.
Planning/Zo
Property ine Setbacks
30ft St -am Setbacks
Floo+ Plain
Bui ding Height
Z• ing Sign -off
oad Impact Fees
OA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
GENERAL NOTES:
SID( ( ?ficsta 4 - 20 Clic ST>tsuir-1
rt; 14-0-1104 3Datcsg.4.40
HEPWORTH - PAWLAK GEOTECHNICAL
January 26, 2006
Chris Hawkins
c/o D.M. Neuman Construction
P.O. Box 2317
Glenwood Springs, Colorado 81602
Subject:
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
email: hpgeo@hpgeotech.com
Job No.106 0105
Subsoil Study for Foundation Design, Proposed Residence, Lot 11, Four
Mile Ranch, Sunrise Court, Garfield County, Colorado.
Dear Mr. Hawkins:
As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design
of foundations at the subject site. The study was conducted in accordance with our
agreement for geotechnical engineering services to you dated January 9, 2006. 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 two story wood frame
structure with an attached garage located in the building envelope shown on Figure 1.
Ground floor will be structural over a crawlspace for the residence and slab -on -grade in
the garage. Cut depths are expected to range between about 3 to 4 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 site was vacant and covered with about 1 foot of snow at the time
of our field exploration. The ground surface is relatively flat with a gentle to moderate
slope down to the west. There is about 2 to 4 feet of elevation difference across the
building area. Vegetation consists of grass and weeds.
Subsidence Potential: Four Mile Ranch is underlain by Pennsylvania Age Eagle Valley
Evaporite bedrock. The evaporite contains gypsum deposits. Dissolution of the gypsum
under certain conditions can cause sinkholes to develop and can produce areas of
localized subsidence. Sinkholes were not observed in the immediate area of the subject
lot. The pits were relatively shallow, four foundation design only. Based on our present
knowledge of the site, it cannot be said for certain that sinkholes will not develop. In our
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989
-2 -
opinion, the risk of ground subsidence at Lot 11 is low and similar to other lots in the area
but the owner should be aware of the potential for sinkhole development.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
observing two exploratory pits at the approximate locations shown on Figure 1. The pits
had been excavated prior to our arrival on-site. The logs of the pits are presented on
Figure 2. The subsoils encountered, below about 1 foot of topsoil, consist of stiff, slightly
sandy silty clay to the pit depths of 6 feet. There was scattered basalt gravel in the lower
foot of Pit 2. Results of swell -consolidation testing performed on relatively undisturbed
samples of clay soils, presented on Figures 3 and 4, generally indicate low to moderate
compressibility under conditions of loading and wetting. The sample from Pit 2 at 2 feet
showed a minor expansion potential when wetted under a constant light surcharge. An
unconfined compressive strength of 4,000 psf was indicated for a clay sample from Pit 1
at 2 feet. No free water was observed in the pits at the time of excavation and the soils
were generally 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 clay soils in the area
typically have an expansion potential when wetted. The settlement/heave of the subgrade
should be further evaluated at the time of construction. Footings should be a minimum
width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils
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 55 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. The clay soils in the area typically have an expansion
potential when wetted which could result in some slab movement and distress if the
bearing soils become wetted. 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 sand and gravel, such as road base, should be placed
Job No.106 0105
-3 -
beneath slabs -on -grade for subgrade support. This material should consist of minus 2
inch aggregate with less than 50% passing the No. 4 sieve and less than 12% 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 or suitable imported granular fill devoid of vegetation, topsoil
and oversized rock.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction. Drying could increase the expansion
potential of the clay soils.
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.
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.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Irrigation sprinkler heads and landscaping which requires regular heavy
irrigation, such as sod, should be located at least 5 feet from foundation
walls.
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 1 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
Job No.106 0105
-4 -
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
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
If you have any questions or if we may be of further assistance, please let us know.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOT l�;k``AL, INC.
.- ;gyp `�1
i 04° R�.�ls�' 1,'{
P,,
I.
i '7?�i/i
Jordy Z. Adamson, Jr., P. ' -o' r
r` , z7'ua
°'
Reviewed by: # 11 �`SS .g...°.. C\:
Daniel E. Hardin, P.E.
JZA/ksw
attachments Figure 1 – Location of Exploratory Pits
Figure 2 – Logs of Exploratory Pits
Figures 3 and 4 -- Swell -Consolidation Test Results
Table 1 – Summary of Laboratory Test Results
Job No.106 0105
1� LOT9
1
1 •
1
1,- BUILDING
ENVELOPE
1
1
1
PIT 2
■
1
1 1
1 1
1 1
l 1
t1 }
LOT 12 1
1PIT 1
1 1
1 ■ 11
LOT 11
TRAIL EASEMENT
APPROXIMATE SCALE
1"=80'
LOT 10
SUNRISE COURT
106 0105
H
HEPWORTH•PAVYLAK GEOTECHNICAL
LOCATION OF EXPLORATORY PITS
Figure 1
t
a
N
O
0
5
10
LEGEND:
PIT 1 PIT 2
WC=19.4
DD=107
UC=4,000
WC=11.1
DD=110
WC=18.1
DD=106
WC=11.5
DD=96
TOPSOIL; slightly sandy silty clay, organic, firm, moist, dark brown.
0
5 —
10
CLAY (CL); silty, slightly sandy, scattered basalt gravel in bottom foot of Pit 2, stiff to very stiff, moist, brown,
calcareous.
2" Diameter hand driven liner sample.
NOTES:
1. Exploratory pits were observed on January 19, 2006. The pits had been excavated with a John Deere 490 trackhoe
prior to our arrival on-site.
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 (%)
DD = Dry Density (pcf)
UC W Unconfined Compressive Strength (psf)
Depth - Feet
I106 0105
HEPWORfl4 PAWLAK GE0TEc NICAL
LOGS OF EXPLORATORY PITS
Figure
Compression %
Compression - Expansion
0
1
2
3
4
1
0
1
2
Moisture Content = 11.1 percent
Dry Density = 110 pcf
Sample of: Slightly Sandy Silty Clay
From: Pit 1 at 5X Feet
No movement
upon
wetting
Y.
0.1
1.0 10
APPLIED PRESSURE - ksf
100
Moisture Content = 18.1 percent
Dry Density = 106 pcf
Sample of: Slightly Sandy Silty Clay
From: Pit 2 at 2 Feet
L._
Expansion
upon
wetting
0.1
1.0 10
APPLIED PRESSURE - ksf
100
106 0105
FHEPWOR H-PAWLAKGEOTECHNICAL
SWELL -CONSOLIDATION TEST RESULTS
Figure 3
Compression %
0
1
2
3
4
Moisture Content = 11.5 percent
Dry Density = 96 pcf
Sample of: Slightly Sandy Silty Clay
From: Pit 2 at 4 Feet
No movement
upon
wetting
0.1
106 0105
1.0
HEPWORTH-PAWLAK GEOTECHNICAL
10
APPLIED PRESSURE - ksf
SWELL -CONSOLIDATION TEST RESULTS
100
Figure 4
1
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1
SUMMARY OF LABORATORY TEST RESULTS
Job No. 106 0105
SAMPLE LOCATION
NATURAL
NATURAL
DRY
DENSITY
(pcf) _.
GRADATION
PERCENT
ATTERBERG LIMITS
UNCONFINED
COMPRESSIVE
STRENGTH
(PSF)
SOIL OR
BEDROCK TYPE
LIQUID
LIMIT
(%1
PLASTIC
INDEX
(%)
GRAVEL
(4)/o)
SAND
(gyp)
PASSING
NO. 200
SIEVE
PIT
DEPTH
(ft)
MOISTURE
CONTENT
(%)
1
2
19.4
107
4,000
Slightly Sandy Silty Clay
51
11.1
110
Slightly Sandy Silty Clay
2
2
18.1
106
Slightly Sandy Silty Clay
4
11.5
96
Slightly Sandy Silty Clay
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 7 7 Ste,.,,=e
Permit No.
I have this day inspected th y structure and these
premises and found the following corrections needed:
2)90; 2 k.
16je?412
v)-?(J�i�jC
• (/
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date 20
Building Inspector
Phone (970) 945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 7 7 e (,e
Permit No.
I have this day inspected this structure and these
premises and found the following corrections needed:
SLI_
./c -o -z-, en. A7-,-;.-4 cAz97-zee./..---;z
/-
3) ht.
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date ,_?-,02-2 C6' 7 20
Building inspector `Itelear 772
Phone (970) 945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 77 der -
Permit No. 989S -
I have this day inspected this structure and these
pre mises and found the following corrections needed:
Lt/� rtc� 3 ` h fie• t�J
a c
3:1-)
d
`.,L "s7triiE sir m 4. 7 9
c,e - .
..
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date (7--./5---62 20
Building Inspector - 47-7,/21fee
Phone (970) 945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 2 ithd
Permit No. `70
1 have this day inspected this structure and these
premises and found the following corrections needed:
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date L 4k5
Building Inspector
Phone (970) 945-8212
20
No C[595
Assessor's Parcel No a/5 39 /16,- (On
f
Date 14 a4). -06\
BUIL.DIN PERPAT CARD 4'4 Li / `� p
Job Addr ss 5f i -\r l � � (,L 3 I
C nSUAL0+ fit' Addresa?S U l d PL) Phone # ___ Ls
Owner
Contractor LJLjM- \P
Se acks: FrontR ar
c�r)cep��
Soils fest
Footing 1—.274.* 4.
Foundation 04474
Address
RH LH
Grout P✓4
Underground Plumbing /WA
Rough Plumbing 9-/ tr-CSC
Framing 9 -/S --a6'
Insulation 9-.12-06 p
Roofing
Drywall /c2.-- pwok
Gas Piping 9 -/S' --c)
"Juk., tie r (ems.
(\ea 4 si,v,_—y,„
PECTIONS
NOTES
Phone #
Zoning
Weatherproofing
Mechanical
Electrical Rough (State) 9 -IA -06' 21/e.
,glectrical Final (State) 3-/V-07 07-
3%2R-07/Checklist
7-
32R-a7/Checklist Completed"
Certificate Occupanc # `Sj'-i?5
Date d-.3 '7
Septic System #._—
Date
Final
EXTERIOR
Address No.
Drainage
Decks -support & clearance to wood
Decks -stairs & ralisiz//1..1/4
Exterior locks
Flashing around doors7.// t/
Insect screens ✓/
INTERIOR
GARAGE
Fire wall separation
Door (20 min,) w/auto closer -1H" min._ ✓
Service doors -1W' min.
Mech. equip. 18" above floor
No opening into sleeping area
BASEMENT-CRI�W1, AREA
Access -/
Insulation
Headroom/Stairs ✓ /
Ventilation VV/
Other
;a -Lco,
FINAL CHECKLIST
MECHANICAL ROOM
Boiler
Hot water
F.A. gas/oil_ V
Floor drain
Clearance
Air con. system �+
Hot water heater
Combustion air
Gas piping, valves
LPG Drain
FIREPLACE/STOVE
Clearance to combustibles
Termination of chimney
Combustion air
Hearth (12" or 20" on sides)
Glass doors
Certified by:
REMARKS
(continue on back)
STAIRWAYS .
Headroom (6'6") t✓
Railing & guardrails
Width t./ !
Rise & run
KITCHEN
Clearance above grill f�
Exhaust tan V/
Broiler exhaust (1 hr. chase)
BEDROOMS
Egress V
Smoke detector
BATHROOMS
Exhaust fan
Shatterproof glass 1//
OTHER
0.11 "I"
Tr -
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued t9/A.Zoned Area Permit No 9.2(9,5
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, 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 the County Building
Inspector andndIMMEDIAATELY BECOME NULL AND VOID. •
Use 'WT� L� a Qr a rte dS
Address or Legal Description
Setbiacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing ,•-_,I - 7 7-jo A ,
Driveway
Foundation C , '
47
Underground Plumbing 4//y
Insulation y_ ..p6•
Rough Plumbing 9_N -D6 i
Drywall !p_ -v 6.9,
Chimney & Vent y,_/g. *,�
_so=677.
Gas Piping 9 W /g---06- ,7
l
A
Final3.3-0774, �J
q..1 -'r
Septic Finalk/4
Framing 9 - IR-ve IR-vIli¢
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
APPROVED;
Datet4
By er8
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC