HomeMy WebLinkAboutApplication- Permit1
Job Address
Nature of Work
Use of Building
No. 7344
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Stmt, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
i35� . tel. /09 *I 40. C64
Building Permit
4
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Contractor
Amount of Permits 577 DI Date /0 / -
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945-8212
PERMIT NO.
13yy
INSPECTION LINE: (970) 945-9159
PARCEUSCHEDULE NO.
10B ADDRESS: /g5f7 1. C (I hJ+A u • /0 5 '/'Pii W lui
0 t4 5-p(l.7 S `•�]G] 60
1
LOT NO. BLOCK NO. SUBDIVISION/EXEMPTION
/ _ J14:2v 5J2. 5 ['C.iiii
2
OWNER )44-7
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AGGRESS
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5
$Q PT OF BUILDING !
-36;4%.
SQ. ET. OF LOT ? S I t!
HEIGHT
NO. OF moots -
6
LIE OF RINLOING
7
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CLAM of WORK DNEW AADDMON °ALTERATION °MOVE oRFNOvP
//°�-DOIBL
9
GARAGE:osWal; CARPORT. °sING[E DDotmLE
10
a DRIVEWAY PERROTaoN ME SEWAGE DISPOSAL (SEPTIC)aarrE PLAN ! •-)4.�rs"°` j �rtsTw9 T
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VALUATION OF WORK: s/� V p - ADE7!TID VALVATION:t % ,
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i
SPECIAL CONDITIONS.
NOTICE
A SEPARATE ELECIRICAI. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WMITN ISO DAYS. OR IF CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ISO DAYS AT ANY TIhIF.
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT 1 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 COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
Ea - LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF
IO ' CTION.
T
i a I (-99j
PLAN CHECK FEE:
LivAdnC 7t .-5 y4
PERMIT FEE:
/ 3 y9 7
TOTAL FEE: DATE PERMIT ISSUED;
.y 7, es
/
OCC: GROUP: CONST: TYPE:
ZONING:
/
SETBACKS:
awe dOwaer. . + ctor o authorized agent . ', 4 tinders .. • , . ce . /
ir
���/
..--_Arr./ ( .. • ' 7/2 k ' _. keiABuilding
. ,/
ISDS NO. & FEE:
Dept. AppravaLDate MR' P . t. . , . ■ s
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND;OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE A:
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BS
GARFIELD COITYIY PURSUANT TO AUTHORITY GIVEN IN 30.25.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL'.
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO'
TIS COUNTY AND THAT THEN AND THERE TT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TIL'
CORRECTION OF ERRORS N SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I`
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGL'LATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF AN'
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATIO`
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER BUILDER AND OWNER. COMMENTS ARE INTENDED ONSERVATIVE D IN UPPOR
OF THE OWNERS INTEREST. ((JJ
003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL), /
al, -6Y0 .qp/99 cQl#7dya
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 wash bowl, 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 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 VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupan, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # 1 3 Y Y
Signature Date
bpcont
POWER
EbUIPMENT COMPANY
{ IMMO eQYIPMINT CO. )
DENVER
303-288-8801
303-288-6809 FAX
800-883-9284
GRAND JUNCTION CASPER
303-243-0722 307-577-9700
303-243-0728 FAX 307-577-9703 FAX
800-898-7319 800-883-9275
ALBUQUERQUE
605-344-9488
605-345-4715 FAX
800-880-2320
CEDARAPIDS • CHAMPION • EL JAY • EAGLE • EUCLID • HITACHI • HYPAC
PREMIER -PEERLESS • RAMMER • VOLVO CONSTRUCTION EQUIPMENT
ACCESSORY LINES
BRUNNER & LAY • BUCYRUS BLADES • COLUMBIA STEEL • CUMMINS
DIPACO • HELSER MACHINE PARTS • INTERTRACTOR • IRATHANE SYSTEMS
KAWASAKI • LUDLOW-SAYLOR • MINNPAR • SPOKANE STEEL FOUNDRY
SUPERIOR CONVEYOR PARTS • WEG ELECTRIC MOTORS • WESTERN WIRE
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 walldng surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and
specify safety glazing 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? t/
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, 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? If you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectural corpmittee deny or reject your building plans?
Yes t/ No
20. Will this be the only residential structure on the parcel? ^
Yes No ✓ If no -Explain: 4 cid -7`
21, Have two (2) cpmplete sets of construction drawings been submitted with the application?
Yes t
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
constructio de requirements? 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 L No
25. Do you understand that approval for design and/or construction changes are required prior,
to the applic n of these changes?
Yes No
4
26. 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
"School Impact" or "Septic System" fees required, at the time you pick up your building
permit?
Yes ✓ No
27. Are you aware that twenty four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be
called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00
p.m. the day before. Failure to give twenty four (24) hour notice for inspections will
delay your inspection one (1) day. Inspections are to be called in to 945-9159.
Yes t/ No
28. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and cupancy of the building?
Yes No
29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project co plying with the Uniform Building Code?
Yes No
30. Are you aware that If you are accessing a county road and do not have an existing driveway
you will reed to acquire a driveway permit from Garfield County Road and Bridge? Their
phone number is 945-6111. You will need to show proof prior to the issuance of the building
permit.
I hereby acknowledge that I have read, understand and answered these questions to the best
of my ability.
0/AtA.-1, OGgi-
signature date
Phone: 0 ' 9} D �y isQ (days); Sc‘ 1 (evenings)
cProjectName: /:! d ! d G
Project Address: C2 fiS C6
5
C/241.6,0 s),
• ( "hen "Northern. Inc.
�- ,raJq:n�7 n4neer5 d•,;l Sut'[1iS15
SUF}U Road 154
Cilf, nvr[1Vf7 Spr nj .
3;s 14,11, '41rt1
May 21, 1993
Rod Vogt
12905 Highway 82
Carbondale CO 81623
1. �1��.1 Klin{i1
Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 4, Teller Springs
Subdivision, Garfield County, Colorado
Job No. 4 358 93
Dear Rod:
As requested, Chen -Northern, 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 April 29, 1993. The data obtained and our recommendations
based on the proposed construction and subsurface conditions encountered are presented in this
report. Chen -Northern previously performed a preliminary geotechnical engineering study for
the Teller Springs Subdivision and presented our findings in reports under Job No. 4 338 90.
Proposed Construction: The proposed residence will be a one story wood frame with a walkout
basement and attached slab -on -grade garage. Cut depths of about 4 to 10 feet are assumed.
Foundation loadings for this type of construction are assumed to be relatively light,
If building conditions or foundation loadings are significantly different from those described
above, we should be notified to reevaluate the recommendations presented in this report.
Site Conditions: The site is located on an alluvial fan deposit on the west side of the Roaring
Fork River Valley, Vegetation on the vacant site consists of sage brush, weeds and juniper
trees. The site slopes moderately to steeply down toward the east. Shallow drainage ditches
are located along either side of the proposed building site.
Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two
exploratory pits in the building area and one percolation profile pit in the proposed leach field
area. The logs of the exploratory pits are presented on Fig. 1. The subsoils encountered in
the pits below about 1 foot of topsoil consist of 4 1/2 to 6 feet of medium dense silty sand and
gravel overlying medium dense sandy gravels to the full depth of exploration, 8 feet in Pit 1 and
9 feet in Pit 2. Results of a gradation analysis performed on a sample of sandy gravel (minus
5 -inch fraction) obtained from the site are presented on Fig. 2. Laboratory testing is
summarized on Table I. No free water was observed in the pits at the time of excavation.
Foundation Recommendations: Considering the subsoils encountered in the exploratory pits and
Rod Vogt
May 21, 1993
Page 2
the nature of the proposed construction, we recommend spread footings placed on the
undisturbed natural soil designed for an allowable soil bearing pressure of 1500 psf for support
of the proposed residence. Based on experience, we expect settlements of footings designed and
constructed as discussed in this report will be about 1 inch. Additional settlements could occur
if foundation bearing soils become wetted. Surface runoff, irrigation and utility line leakage are
sources of water which could cause wetting. 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 or moisture conditioned and
compacted. Exterior footings should be provided with adequate cover above their bearing
elevations for frost protection. Placement of footings at least 42 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 15 feet.
Foundation walls acting as retaining structures should be designed to resist a lateral earth
pressure based on an equivalent fluid unit weight of 45 pcf.
Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly to
moderately loaded slab -on -grade construction. To reduce the effects of some differential
movement, Boor 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 may 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 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 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 2 feet deep.
C'hen0Northern, Inc.
Rod Vogt
May 21, 1993
Page 3
An impervious membrane such as 20 mil PVC should be placed beneath the drain gravel in a
trough shape and attached to the foundation wall with mastic to prevent wetting of the bearing
soils.
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.
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 grained 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 should be constructed uphill of
the building area to direct surface runoff around the residence.
4) Roof downspouts and drains should discharge well beyond the limits of all backfill.
Limitations: This report has been prepared in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no other warranty either
expressed 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 Fig. 1,
the proposed type of construction and our experience in the area. 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 to be 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 exploratory information which has
not been described or documented in this report. 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 of 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
Chen Northern, Inc.
Rod Vogt
May 21, 1993
Page 4
soil engineer.
If you have any questions or if we may be of further assistance, please call our office.
Sincerely,
CHEN-NORTHERN, INC.
Joseph E. Benedict
Reviewed By
Thomas L. Allen, P.
JEr3/lr
Attachments
('henONorthern.Inc.
Job No. • 4 358 93
Datum
Type/Size of Boring
LOG OF EXPLORATORY PITS
Prepared By DEQ
Reviewed By
Date 5-17-93
Date
• P I T 1 Elevation
Location Near Southwest Building Cnrner
PIT 2 Elevation
Location Near Northeast Buildinq Corner
Depth, Ft
Class.
Description of Materials
Depth, Ft.
Class.
Descriptionot Materials
0-1/2
TS
Topsoil, dark brown, organic
0-1/2
TS
Topsoil, dark brown, organic
'Iz - 41h
GM -SM
Sand and Gravel, silty clayey,
loose to medium dense, moist,
dark brown, scattered cobbles.
angular.
1/2I-6'
GM -SM
Sand and Gravel, silty,
medium dense, moist, dark
brown, scattered cobbles.
411? -8
PROFILE
GM
PIT
Gravel, sandy, silty, medium
dense, moist, dark brown,
scattered cobbles.
6'-9'
GM
Gravel, sandy, silty, medium
dense, moist, light brown,
scattered cobbles,
Location:
Proposed
Leach Field Area
0-1h
TS
Topsoil, dark brown, organic
V2-8'
GM
Gravel, sandy, silty, medium
dense, moist, dark brown,
scattered cobbles.
Fig
1 FIYDRDMETER ANALYSIS SIEVE ANALYSIS
PASS,NG
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MIN 15 MIN 60 MIN 19 MIN 4 MIN 1 MIN '200
L15 STANOAFI7) SE RIE5 CLEAR SOL)ARE GPENINGS
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PERCENT RETAINED
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LIQUID LIMIT
SAMPLE OF silty,sandy,qravel
SAND 17 % SIL T AND CL
PLASTI[:I1Y IND.%
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AY 18
1 @ 4.5 to 6
HYDROMETER ANALYSIS
SIEVE ANAtY515
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GRADATION TEST RESULTS
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411'
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
a
BUILDING PERMIT
GARFJELD COUNTY, COLORADO
dpDate Issue Zoned Area Permit No ]3 WI/
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 oning, location, erection and construction of the above
described structure, the permit ma then be revoked by notice from the County Building
Inspector a , I M LATELY SOME NULL A VOID.
411161 14
Use f a
Address or a al DAL .,,g i... +''; �. 4111111
1 riMiallinnfiler`".
Setbacks Front Side_ Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
A
Footing 9 A' .42 i/ 9 q 9
X7'99
Foundation /2)o/ ../R. ____
Underground Plumbing
Insulation a/.c /z/i/Q $���w
Rough Plumbing //,-- Q. ii, „94?
wall
Chimney & Vent
Electric Final (by State In 'ector)--'(-,ro
Gas Piping 4iLd
Final 4 _ 26 _or,
Electric Rough (By State Inspector) it,2'61-c(
Septic Final
Framing 1 1 `"a ,d9� c rc _-
(To include Roof ' pla a indows
and Doors installed).
Notes: 1
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado.
VED DO NOT DESTROY THIS CARD
By 1 �
IF PLACED OU IDE -COVEWITH CLEAR PLASTIC