HomeMy WebLinkAboutApplication- PermitJob Address
Nature of work
Use of Buridin
Owner
Contractor
No. 8173
GARFIELD COUNTY
BUILDING, SANTCATION
and PLANNING DEPARTMENT
109 Sth. Street, Suite 303
Gkawood Springs, CO 81601(970) 945-8212
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Building Penni
Amount of PermitS
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Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
•
(f ARFIEL D COUNTY (GI J•.N W OOD SPRINGS). COLORADO
IF.LEPHONE (970) 945-8212
190 Cl, i/2
PFRMIT NO
INSPFCTION LINE (970)384-5003
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NOTICE
A SEPARATT. F.LEL7RICJU. PERMIT IS REQUIRED MD MUST RF. ISS1AD BY THE STATE. OF
COLORAIX)
THIS PERMIT BFCOMFS NUU. AND VOID LF WORK OR CONSTRUCTION
AUTHORIZED IS NOT CO V ff.NCED WITHIN 180 DAYS. OR IF CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME
AFTER WORK L5 COMM3iNCED
1 HEREBY CERTIFY THAI 1 HAVE READ ANL) EXAMINED THIS APPLICATION AND
KNOW THF. SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS
GOVERNING THLS TYPE. OF WORK WILL BE COMPLIED WITH WHFTHFR SPECIFIED
HEREIN OR NOL', THE Ci1LANTINCi OF A PERMIT DOES NO PRESUME TO GIVE
AUIHORTIY TO VIOLATE OR CANCEL. THF. PROVISIONS OF A. OTHER STATE OR
I.OCA I. GII ATINCi CONS'IRLJCTION •Y nu: •ERFORMA`CE OF
CONS , �
�: �•
PLAN CHECK FEE cfPERMIT
FEE: � ��.
TOTAL. I}.F.:r DATE PERMIT ISSUED:
27 3 S. q b
OCC (a.0CP CONST: TYPE V
J S 1 r t
ZONING-
SETBACKS.
- .� , 8 zj 1
Signature
B
of Onset. Contractor . ••••• .y �yiy' . /
1i I, j 7/'" 1 /�
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1.: HOME:.
1SDS NO & FEE:,�l (so ,(� o
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AGRERMF.N1
PERMISSION IS HERF.BY (BUNTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR TILL AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS AND SPECIFICATIONS SIJB1UTTEJ) TO AND REVIEWED BY THE BUILDING DEPAR IMF -NT
•
TN CONSU)FJUTION OF THE ISSUANCE OF THIS fl1MTT, THE SIGNER ILF.REBY AGREES TO COMPLY WITH AU. RU7IDNG CODES AND LAND USE REGULATIONS ADOPTED BY
GARJTFI D COUNTY PURSUANT TO AUTHORITY GIVEN IN 1013.201 CRS AS AM.NDED. 771E SIGNER FURTHER A(a.uS T1IAT IF THE ABOVE SAID ORDINANCES ARF NOT FULLY
COMPLIED WfTH IN THE LOCATION. ERECTION. CONSTRUCTION AND USE OF 771E ABOVE DESCRIBED STRUCTURE, 1HF. PERMIT MAY THEN BE REVOKES) BY NOTICE FROM
THE COIT'TY AND THAT THEN AND TITFRE Il SILAIL BECOME NULL AND VOID
THE ISSUANCE. OF A PERMIT RASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHAH. NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRNG 7}
CORRECTION OF FRRORS LN SAID PLANS. SPF.CLFICATTONS ANI) OTHER DATA OR FRO PREVENTING BUI DLNG OPERATION BEING CARRIED ON THEREUNDER WHEN EN
VIOLATION OF THIS CODE OR ANY an IFR ORDINANCE OR REGULATION OF THIS TURISDICIION.
THE REVIEW OF THE. SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES N(7f CONSTTi1JLE AN ACCEPTANCE. OF ANY
RESPONSIBILITIES OR IIABILITI S BY (iARFIEJD COUNTY FOR ERRORS, OMISSIONS OK DLSCRFPANCIES THE RESPONSIBILITY FOR THESE TEEMS AND DAPLEMENTATION
DURING CONSTRUCTION RESTS SPECLFTCALLY WITIl 1TIE ARCHITECT. DESIGNER BL RIDER ANT/OWNER. COMMENTS ARE INTENDED TO BE CONSFRL VATJV AND D SUPPORT
OF THE OWNERS
Girf.... 003 QjO/ 1 HEREBY ACKNOWLEDGE. THAT 1 HAVE RF -AD AND INDERSTA.ND TI1E AGREEMENT ABOVE (TNTTIAI.)
G
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10\tkO'1
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. A complete bathroom, 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
dccks over 30" high constructed to all 1994 UBC 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.
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...
s ��d the issuance of a
Certificate of Occupancy for the dwelling under building permit # .
Signature Date
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SEP -16-2Q101 14:,48
1
H -P GEOTECH P.02'10
Gtech
August 14, 2001
Big Mountain Ranch
Awn: Jim Goff
1550 East Oxford Lane
Englewood, Colorado 80110
Aepwnrth-Pawlak Geotechnical Inc.
5020 County Road 154
Glenwood Springs. Colorado 81601
Phony: 970-945.7988
Fax: 970-945-x:154
hpgeo@hpgeolech.com
Job No. 101 435
Subject: Observation of Backhoe Pits, Proposed Residence and Shop Buildings,
20727 Highway 13, Rio Blanco County, Colorado.
Dear Mr. Goff:
As requested by Roger Trout, a representative of Hepworth-Pawlak Geotechnical, Inc.
observed backhoe pits at the subject site on June 11, 2001 to evaluate the soils exposed
for foundation support. The findings of our work and recommendations for the
foundation design are presented in this report. The work was done in general
accordance with our agreement for geotechnical engineering services to Big Mountain
Ranch, dated June 8, 2001. Hepworth - Pawlak Geotechnical, Inc. previously observed
backhoe pits for a proposed residence in the ranch and presented our findings in a
report dated July 12, 2000, Job No. 100 457. Evaluation of potential. geologic hazard
impacts at the site are beyond the scope of this report.
The proposed residence will be a two story wood frame structure over a crawlspace.
The shop building will be a large single story metal building with a slab -on -grade floor.
At the time of our visit to the site, three backhoe pits were excavated for the proposed
shop building and three pits for the proposed residence. The location of the pits were
determined in the field by the contractor. The logs of the pits are presented on Fig. 1.
The subsoils encountered, below about 2 to 41/2 feet of topsoil, generally consist of stiff
to very stiff sandy clay with scattered gravel. The soils exposed below the topsoil in
Pits 1 and 2 consist of medium dense, clayey sand and gravel with cobbles and
boulders. Results of swell -consolidation testing performed on samples of the clay taken
from the pits, shown on Figs. 3 and 4, indicate the soils have a low compressibility
under existing moisture conditions and light loading and a minor to low expansion
potential when wetted under a constant light surcharge. The results of a gradation
analysis performed on a sample of the clayey gravel (minus 5 inch fraction) obtained
from the site are presented on Fig. 5. The laboratory testing is summarized on Table I.
SEP -18-2001 14;49
H -P GEOTECH
Big Mountain Ranch
August 14, 2001
Page 2
No free water was encountered in the pits and the soils were slightly moist to moist.
P. 83'18
.Considering the conditions exposed in the pits and the name of the proposed
construction, spread footings placed on the undisturbed natural soil designed for an
allowable soil bearing pressure of 2,500 psf with a minimum dead load pressure of 800
psf can be used for support of the proposed buildings. The clay soils tend to expand
when wetted and there could be some post -construction movement of the foundation if
the bearing soils become wet. Precautions should be taken to prevent wetting of the
bearing soils. The minimum'lgead load pressure may not be needed in the area of the
proposed shop building if the granular soils are encountered in all of the building area.
The excavation should be observed to evaluate the bearing conditions at the time of
construction. Footings should be a minimum width of 16 inches for continuous walls
and 2 feet for columns. Topsoil and loose disturbed soils in footing areas should be
removed and the bearing level extended down to the undisturbed natural soils. Exterior
footings should be provided with adequate soil cover above their bearing elevations for
frost protection. We recommend at Least 48 inches of frost cover be used. Continuous
foundation walls should be heavily reinforced top and bottom to span local anomalies
such as by assuming an unsupported length of at least 14 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 on-site soil, excluding vegetation,
topsoil or oversized rock, as backfill. A perimeter foundation drain should be provided
to prevent temporary buildup of hydrostatic pressure behind the walls and prevent
wetting of below grade construction. A perimeter drain should not be needed for the
proposed shop building or in the residence if the crawlspace is less than 4 feet below
exterior grade and exterior backfill is compacted and graded properly.
There is a risk of slab heave and distress if the clay subgrade becomes wetted. A
positive way to reduce the risk of slab movement, which is commonly used for
expansive soils, is to construct structurally supported floors over crawlspace as is
currently proposed for the residence. Slab -on -grade construction may be used in the
proposed shop provided the risk of distress to the building is accepted by the owner and
precautions, such as isolating the slab from foundations and using slip joints at the
bottom of partition walls, are taken to limit the effects of potential heave. Structural fill
placed within floor slab areas should consist of a suitable imported granular fill
compacted to at least 95% of standard Proctor density at a moisture content near
optimum. Backfill placed around the structure should be compacted and the surface
H -P GEOTECH
SEP -18-2001 14:.50
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DiAA4ETER OF PARTICLES IN MILLIMETERS
DAT 10 1 .T
6111E
GRAVEL 59 X SAND 21 X
LIQUID LIMIT 27 X
SAMPLE OF: Clayey Sandy Gravel with
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101 435 HEPWORTH—PAWLAK
GEOTECHNICAL, INC_
GRADATION TEST RESULTS
Fig. 5
SEP -18-2001 14:550 H -P GEOTECH
P.06/10
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Moisture Content — 15.7 percent
Dry Density — 11J pcf
Sample of: Sandy Clay with Gravet
From: Pit 6 at 6 Feet (Residence)
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upon
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0.1
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APPLIED PRESSURE — ksf
100
101 435
HEPWORTH—PAWLAK
GEOTECHNICAL. INC.
SWELL CONSOLIDATION TEST RESULTS
Fig. 4
SEP -18-2001 14:50 H -P GEOTECH
P.07/10
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Dry Density = 109 pcf
Sample of: Sandy Goy
F'rom:Pit 3 at 4 Feet (Shop 8wlding)
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APPUED PRESSURE — ksf
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Moisture Content - 15.1 percent
Dry Density •■ 114 pct
Sample of: Sandy Cloy
From:Pit 4 at 5 Feet (Residence)
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101 435 HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
Flg.
SEP -19-2001 141.49
H -P GEOTECH P.06/10
LEGEND:
f-Ei TOPSOIL; sandy day, organic, slightly moist. dark brown to blade.
CLAY (CL); sandy. scattered gravei, stiff to very stiff, Nightly moist to moist, reddish brown.
GRAVEL (GG); clayey, aandy. with cabbies and boulders up to 2 feet in site, medium denser to
dense, mllghtly moist to moist, reddish brown, aubrounded to subangular rock fragments.
2" Diameter hand driven liner sample.
Disturbed bulk sample.
NOTES:
1. Exploratory pits were excavated on June 11, 2001 with a backhoe.
2. Locations of exploratory pits were determined in the field by the contractor.
3. Elevations of exploratory pigs were not rneaaxed and loge of exploratory pita are drawn to depth.
4. The Tines between materials shown an the exploratory pit logs represent the approximate boundaries
between material types and transitions may be gradual.
5. No free water was encountered In the pits at the time of excavating. Fluctuations In water level may
occur with time.
5. Laboratory Testing Result=
WC Water Content (X )
DD = Dry Density ( pcf )
+4 — Percent retained on No. 4 slave
—200 - Percent passing No. 200 sieve
LL = Liquid Limit ( X )
PI as Plasticity Index ( X )
101 435
HEPWORTH -- PAWLAK
GEOTECHNICAL, INC.
LEGEND AND NOTES
Fig. 2
SEP -18-2001 14:49 H -P GEOTECH
P.05/10
•
0
5
.�. 10
0
5
- 10
PIT 1
SCUMMIEST
PIT 4
SOUTH CEa11RAL
PIT 2 PIT 3
_a
MUM CENTRAL NORTHEAST
SHOP BUILDING AREA .
PIT 5 PIT 6
NORIHMEST NORTHEAST
RESIDENCE BUILDING AREA
Note: Explanation of symbols is shown on Fig. 3.
MIO -14.1
DO -109
IMC15.7
DC•113
-200••57
0
5
10
0
10
- -y
Depth — Feet
Depth — Feet
101 435
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY PITS
Fig. 1
SEP -18-2081 14:49
HP CEOTECH
Big Mountain Ranch
August 14, 2001
Page 3
P.04/10
graded to prevent ponding within as least 10 feet of the building. Landscaping which
requires heavy irrigation, such as sod, should be located at least 5 feet from foundation
wails. Roof gutters should be provided with downspouts that discharge well beyond the
foundation wail backfill.
The recommendations submitted in this letter are based on our observation of the soils
exposed within the pits to the depths indicated. This study is basad on the assumption
that soils beneath the footings have equal or better support than those exposed. The rick
of foundation movement may 'be greater than indicated in this report because of possible
variations in the subsurface conditions. We should observe the completed foundation
excavations to evaluate the exposed bearing conditions.
If there are any questions or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH.- PAWLAK GEOTECHNICAL, INC.
tardy Z. Adamson, Jr., P.E.
Rev. by: DEH
JZA/ksw
attachments
cc: Roger Trout
H -P GEOTECH
16 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 acing for these areas?
Yes No
17. is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
18. 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
19 Do you understand that if you belong to a homeowners association, itis your responsibility to
obtain written permission from the association, if required by that association, prior to
submitting an application for a building permit? if you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectur�alyommittee deny or reject your building plans?
Yes t/ No
20 Will this be the only residential structure on the parcel?. -
Yes No t If no -Explain: I`! Vs &tikloli;)
21 Have two (2)�omplete sets of construction drawings been submitted with the application?
Yes ./
22 Do you understand that the minimum size a home can be on a lot is a 20ft x 20ft.?
Yes � No
23. Have you designed or had this plan designed while considering building and other
constructioj°de requirements?
Yes ti/ No
24. 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
25 Do you understand that approval for design andlor construction changes are required prior to
the applicatio of these changes?
Yes No
4
1 hereby acknowledge that I have read, understand and answered these questions to the
b t ' f my ability.
signature
Phone:
'7 ?Cr) -33 c -- 3 ?5 -(days),
23/2...ni (
date
970 -6C3— � 5?ZZ{evenings)
Project Name. iI I J i i/ice L-A-CCi 9Z-�.�'40�C,L
Project Address:
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 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.
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3011ON NO1103E11100
COUNTY OF GARFIELD - BUILDING DEPARTMENT
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued ....10 : -Q 1 Zoned Area Permit No $1-7 S.
AGREEMENT
In consideration of the issuan a of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATFLI( BECOME NULL AND VOID.
Use Pkgr k ms. F:_
3A -or
Address or Legal Description /2 /40 c e 2..f2 / ,
Contractor L/l /v)�4 I4L+,fr. OCefi-rg
Owner 4-1 l Tri Qof-F"
Stibazki Front Side Side Rear
This Card Must Be Posted So It is Plainly isible From The Street Until Final Inspection.
INSPECTION RECORD
1 Footing fp-1}a ...A
I
Foundation S 2/3 1i-6401 J,$ , V3 /,-51-0/ 444
Underground Ptumbing;4:zi-_4L • Insulation -i'-"--41 �
w
Rough Plumbingci_.4 7-.0DrywallY q-2 VV -07-Y
OrRt; i.,1
/
Chimney & Vent (,-/L -03 ,gryvt Electric Final (by State Inspector) 1,jjk
4 4
r
I Gas Piping f ,Z1l02 Final 6...4-03 £Yyt� `_�
Electric Rough (By State Inspector)i_ 17 d � Septic Final 7_p14 4
Framing - . : ®Notes: -K 1-217/79L OF rc5
(To include Roof in place and Windows
and Doors installed).
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVED DO NOT DESTROY THIS CARD
Date +13-0 By444,
Y
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC