HomeMy WebLinkAboutApplication-PermitGARFIELD COUNTY BUILDING PERMIT A PPLICATI ON
1178 8" street, Butte 401, Glenwood Spring., CO 81601
Phc ,e: 970-945-8212 / Fan 970-384 .34701 Inepretton Line: 970--384-5003 '' //
Permit No: 99 cp� Parcel/Schedule. No: 96) 7/ ;id /� .. 7 � / 2,O
n ' i 7.- L c) RA P6 rte . R16
Job Address:
1 Lot No:Block No: Subd, / Exemption:
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tractor:
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Address 7142, S, '%CLUA dLrph.3,3
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Address: h r/
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Arhitect/Engineer:
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Address:O./7o F JitmA.
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Lk. No.
S. Ft. of Building: 2.05 �4
45
Sq. Ft. of Lot:/ 207
Haight/ Q` t 1e, 1 ,
No. of Floors. 1 I/ J V
L
Use of Building:, c
Ait
7
Describe Work: Y c ,. j --p-�
P1/' V C'�c:
8
Class of Work: New s1 Alteration RemoveJJ��XLL,
U Addition t Move
1
Garage: TSingie'^^
Double
Carport: U Single
U Double
k
�t�' t (wa emit On -Site Sewage
V /11`1/ Disposal
Site Plan
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Val anon of or _ C./4F�t
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Adjusted Valuations: i / /2
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Special tions; ; — n
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NOTICE
A SUED BY I ELECTRICAL PERMIT' COLORADO. REQUIRED AND MUST BE
ISSUED BY THE STATE OF
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED 1S NOT COMMENCED WITHLN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYSATANY TIME AFTER WORK IS COMMENCED.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT, ALL ISIONS OF LAWS GOVERN/NCI THIS TYPE OP WORK WILL BE
PROVISIONS
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRES UM F. ID GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW REGULATIN t eNSTRUCTION OR THE PERFORMANCE
OF e L., 1 CTI.. .
40
! r�/fe� �,. ft
Plan Chec Fee:
I 1 t 1 ?
r/Iy' Y •�//1'
Permit Fee:
� - + , 96 -
� [J,+ ll/�
Total Fee:
((P��a
2��+7 -t
LAeled Perrnit Issued:
4,
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OCC rryyp:
Y (iii///,+l(fJ
Const. Type:
Zoning:
Setbacks:
Manu. Home:
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ISDS No. &
Fee:
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PLNO. DEFT.
APPROVAL/DATE APPROVAL/DATE
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AGREEMENT
PERMISSION ES HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TD CON STIIUCT
THE STRUCTURE AS DETAILED ON PIANS AND SPECIFICATIONS 8UBM11 LCD TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY viral 811: HU11DING CODES AND LAND
USE REOU ATIO88 ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN L1130.25.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SA10 ORDINANCES ARE NOT FUMY COMPILED Wr111 1N THE I COATION, ERECTION, CONSTRUCTION, AND USE OP 111E
ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THATTHEN 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 PIANS, 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 IJABLIRES BY GARFIELD COUNTY FOR ERRORS, OMISSION OR DISCREPENCIES. THE RESPONSI
BILITY FOR ill ESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECWIClAiLY WITH THE ARTICTECT, DESIGNER, BUILDER,.
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. �1
I HERESY ACKNOWLF;DGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL.):
CiP IOW Aqr- tf R31,, (s?
The following items are required by Garfield County for a final inspection:
I. 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 sick 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
ail 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 of by the Fire District, andlor 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 ise qnd the issuance of a
Certificate of Occupancy for the dwelling under building permit # 19,ckr,
Signature
Bpapplicatioirt'eb2006
24,
Date
VALUATION/FEE DETERMINATION
Applicant - L k' Co
Address OC161` / ,¢Z. S,Q.
Date 6• /2- Ok
Finished (Livable Area):
Main
Upper
Lower
Other
Subdivision
Lot/Block -37
Contractor
Total Square Feet /67Z 4 MI = 2050 77)
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Valuation
Crawl Space:
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
5-90 (/
I0z ' 7
Total Valuation
2 35a
iv, 04
Fi- 6 Cs / 1)46) MMeS,' AJ
Le) 71- 3 7
E9 702e Ai -7;eil /914 -Ac, ,4 fro ;74er e)
GARFIELD COUNTY BUILDING AND PLANNING .v
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 (10) 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.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
1
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.
All 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.
Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner 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 corner lot. Special
setbacks doapply.
Yes )('
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 properties), streams or water courses?
Yes
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the prope
Yes
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing
teel in accordance with the 1RC or per stamped engineered design?
Yes .
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and clearances 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 spffits?
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 Yvid loads?
Yes
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes X
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 of positive connection
of all columns and beams?
Yes
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 of a gable or shed roof or the
top of a flat roof? (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 V
3
14. Does the plan include a masonry fireplace including afireplace section indicating design to
comply with the IRC?
Yes No X
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms 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 ventilation for all habitable rooms?
Yes No
17. Do the plans indicate the location of glazing subject to hurnan 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 areas?
Yes No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated onth plan?
Yes X 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 covs?
Yes X 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 without it.
Yes �- No
21. Will this be he only residential structure on the parcel?
Yes No If no -Explain:
22. Have two (2) complete 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 201t.wide and
20ft. long?
Yes No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zon district?
Yes No
26. 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
27. Do you understand that approval for design and/or construction changes are required prior
to the appl.c tion of 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 permit?
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 Mowing 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 384-5003.
Yes No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.Q0 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 the 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 IRC?
Yes X 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 625-8601.
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 yz of applicable inspection.
Yes No
35. 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 submittal
of a building permit application? Your attention in this is appreciated.
Yes No
36. Do you know that the local fire district 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 abili .
Signature of O er
Phone: 363- 6 &9- 06,3 (days);
PeIVL-L1
Project Name:
Project Address:
Date
(evenings)
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
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
6
position for review, delay in issuance of the permit or delay in proceeding with construction.
BpminregFeb2005
7
Applicantij
PLAN REVIEW CHECKLIST
Date 6` /2 .O'
Building
G Engineered Foundation
4/� Driveway Permit ON h t
Surveyed Site Plan
gAeptic Permit and Setbacks
rade/Topography 30%
`�,ttach Residential Plan Review List
,-.Minimum Application Questionnaire
. _ ubdivision Plat Notes
,a Fire Department Review
'"Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
L/Attach Conditions
Application Signed
✓Plan Reviewer To Sign Application
Parcel/Schedule No.
40# Snowload Letter- Manf. Hms.
Soils Report
GENERAL NOTES:
Planning/Zoning
Property Lin • etbacks
30ft Strea Setbacks
Flood ain
But u ing Height
ning Sign -off
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
EAGLES POINT
ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM
(For New Home Construction)
INSTRUCTIONS:
This Application & Checklist is to be used for all project submittals to the Eagles Point Architectural
Committee (EP/AC). This form is intended to assist in ensuring that the application submittal is
complete. This will help provide a quicker, more thorough review process.
It is recommended that each Applicant thoroughly review the requirements of the current
Architectural Standards, the Declaration of Coven ants (including Resolutions) and the recorded
Final Plat prior to preparing a submittal.
Applicants preparing a submittal should compare the information they are about to submit with the
requirements of this form and Acheck off@ each required item on the form. If any item is not
checked, the Application submittal is not complete and should not be submitted. Incomplete
Applications will not be processed and will be returned to the Applicant.
In addition to the checklist, Applicants should fill in all of the places on the Application Forrn where
information is requested. The Architectural Committee will use this information in evaluating your
Application. If information is requested but is not applicable to your specific project submittal, write
AN/A@ in the space provided. If some required information is yet to be determined (such as exterior
paint colors you may not have yet selected) write ATBD@ in the appropriated space provided. You
will then be required to make a follow-up submittal with these selections at a Iater date but before
installation in the home.
DO NOT fill in any information in the AConditions for Approval@ section ofthis form. This portion
of the forn is for Architectural Committee use only.
When an Application is complete, please mail or deliver it to the following address:
Eagles Point
Architectural Committee Application
73-G Sipprelle Drive
P.O. Box 6006
Battlement Mesa, Colorado 81636
Please contact Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to
request further information.
We thank you in advance for your cooperation and in complying with the Architectural Standards
of Eagles Point.
Adopted and Effective August 2, 2004
Ililll lilll lilllll III IIIIIII lII lllllll III 111111III1171
2. Architectural Drawings (1/4" = l' or I/8" = 1' scale) with the following information shown.
Floor Plan(s) with overall dimensions (fill-in the following square foot areas).
First Floor Finished Living Area:
Second Floor Finished Living Area:
Lower Floor Finished Living Area:
Total Finished Living Area:
Total Unfinished Living Area:
Garage Area:
Y-3 square feet
3 5 F square feet
-------square feet
z--.) ,A) / square feet
square feet
square feet
Building Elevations Plans indicating doors, windows, exterior materials, building height,
roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below).
Maximum building height to highest ridge line or building structural projection
feet above top of street curb at front -center of your lot.
Engineered (stamped) Foundation Plan.
Outbuildings indicating dimensions, elevations and overall height to ridge line.
3. Exterior Materials (fill-in the selections below):
Roofing Material:_;,,
Primary Siding
34w, Color:
Material:
Accent Siding Material:
Trim Material:
Color:
Color:
Color:
Masonry Material: Color:
Stucco Materials: bR yo- . ' l,t Ah G Color: err le ;. - /eci,�(r,C
A1 er
Front Door Material: S7i /4Z..t Color: - "�
Garage Door Material: .S'% G Color: -7=7:1....A._
COLOR SAMPLE COLOR SAMPLE
COLOR SAMPLE COLOR SAMPLE
Adopted and Effective August 2, 2004
COLOR SAMPLE
COLOR SAMPLE
I I11!II VIII1!11111III Illllil!II lilllll III Illill III II11
Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your
Property or litigation Process initiated by the Eagles Point Board of Directors to secure conformance with
this full Application and its respective Conditions Of Approval.
I/We understand that Architectural Committee approval does not constitute approval of the local building
department, drainage design or structural soundness, nor does it constitute assurance that the plans
comply with all applicable codes, regulations, ordinances and laws.
I/We further acknowledge that any subsequent field changes which I/We may desire to the Home
Construction or Improvement Projects of this original Application Submittal and the original Conditions
of Approval issued by the EP/AC will require an additional Revised Application Submittal on our behalf,
and that I/We will not proceed with any subsequent field changes until a Revised Conditions of Approval
have been issued to us by the EP/AC.
Owner=s Signature(s):
Owner=s Printed Names:
Builder=s Signature:
Builders Printed Name:
71;677' ��ciT Date: (-)' cPc CJCP
Date:
Date: (P—(9v) 06
This portion oldie Application Form is to be completed by the
Architectural Committee (not the Applicant).
Adopted aadEffective August 2, 2004
I111111IIIA Illilll III lilllll III Illllil III Illlll III Ilil
AS PER TFIE ARCHITECTURAL STANDARDS,PLEASE INDICATE THE
FOLLOWING POINTS ON THE PLOT PLAN AND BELOW:
ELEVATIONS AT EACH CORNER OF THE LOT.
LOCATION.
1.
2.
3.
4.
5.
6. --THE HIGH POINT OF THE LOT.
7. --THE LOW POINT OF THE LOT.
8. --HEIGHT OF GARAGE FLOOR.
9. --HEIGHT OF HOUSE MAIN FLOOR.
HI -HEIGHT OF ROOF ABOVE FOUNDATION.
(MAXIMUM--- 35 FEET )
11. --HEIGHT OF ROOF ABOVE CENTER
OF THE MID CURB.
( MAXIMUM-- 29 FEET )
ELEVATION ( FEET)
12. --DRAINAGE FLOW LINES ON THE PLOT PLAN.
13. --ROOF PITCHES. I.
2.
4.
15. --SQUARE FEET OF LIVING SPACE.
,7\
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Jun 13 2006 1:47PM Autodraft (970)728-5581 p.1
AARAWWW.AtTrOORAFT.aIZ
FT
DESIGN AND ENGINEERING
ORM JUNCTION. MfOVTROiSE-TF11USE- (OM 24f4 82
FAX COVERSIIEET
To: Garfield County Building Department
Attention: Andy
Fax: 970 384 3470
From: Brian Dannenberger
Phone: (970) 241 6782
Fax: (970) 245 1358
Pages: 2 w/ cover
Andy,
Per my conversation with Tim Perry he asked me to have my Engineer compose a letter
stating the revisions to the stemwall heights are being made. We would appreciate you
continuing with the permit process. Please call with any questions or concerns, Thank
you,
Brian Dannenberger
Jun 13 2006 1:47PM Rutadraft (970)728-5581 p.2
WWW.AUTOORAFT.BIZ
,4mRAFT
DESIGN AND ENGINEERING
GRANDJUNCTION •AfelffROSE• MONDE• (970)2404712
To: Garfield County Building Department
Attn: Andy Swaller
Fax: 970 384 3470
Please be advised the Engineered Foundation Drawings for PerryCo are currently
in the revision process to call out for a 3' Stemwall on all structural drawings. Please
proceed with the permitting process. Please feel free to contact me with any questions or
concerns, Thank you.
Don Hilleary
Autodraft
Colorado Licensed Professional Engineer
JUN -14-2006 1 2 :24 Art
Fax
P . 0 1
Th: Andy Schwaller Promr Tim Perry 36 3 - 9'6,2623
Pages;
Phone: Date: 06113/2006
Pam 970-384-3470
Re:
CC:
0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle
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RECEIVED
JUN 13 2006
GARFIELD COUNTY
BUILDING & PLANNING
74,4_
1 rt._
JUN -14--2006 12:25 AM P.02
HEPkV0l 1 H .. r•;..
December 30, 2005
Tim Perry
74?7 South Telluride Circle
Foxfield, Colorado 80016
. (..1,111.1„ti1!ll,.1
LI; 1•;ill
Job No.106 0077
Subject: Subsoil Study for Foundation Design, Proposed Residence, Lot 37, Eagles
Point at Battlement Mesa, Talon Trail. Battlement Mesa, Colorado.
Dear Mr. Perry;
As requested, Hepworth-Pawlak Geotechnical, Inc. perfbrmed 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 December 9, 2005. The
data obtained and our recommendations based on the proposed construction and
subsurface conditions encountered are presented in this report. Hepworth-Pawlak
Geotechnical, Inc. previously performed a preliminary geotechnical study for
development of the subdivision and presented our findings in a report dated November
21, 2003, Job No. 103 680.
Proposed Construction: The proposed residence will be a single 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. There will be a second story above the garage, Cut depths are expected to
range up to about 3 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 at the time of our field exploration. The ground
surface on the lot is relatively flat. The vegetation has been removed from the lot.
Subsurface Conditions; The subsurface conditions at the site were evaluated by
excavating two exploratory pits at the approximate locations shown on Figure 1. The
logs of the pits are presented on Figure 2. The subsoils encountered, below about 1''4 to 2
feet of topsoil and 2 to 4 feet of medium stiff, sandy clay and silt. consist of relatively
dense, basalt gravel, cobbles and boulders in a sandy clay matrix to the pit depths of 41/2
to 6 feet. Results of swell -consolidation testing performed on a relatively undisturbed
sample of the clay, presented on Figure 3, indicate low compressibility uncier conditions
JUN -14-2006 12:25 AM P.03
of loading and wetting. No free water was observed in the pits at the time of excavation
and the soils were slightly moist to moist. A boring drilled to the northeast of the lot as
part of the preliminary study encountered about 7 feet of clay soils overlying the basalt
rock soils and no groundwater to the drilled depth of 11 feet in October 2003.
Foundation Reconamendations; 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 sail bearing
pressure of 1,500 psf for support of the proposed residence. The clay soils in the area tend
to have variable settlement/heave potential when wetted and there could be some post-
eonstruction foundation movement if the bearing soils become wetted. Bearing entirely
on the basalt rock soils will help to mitigate the potential expansion/settlement of the clay
soils, The settlement/heave potential should be further evaluated at the time of
construction. Footings should be a minimum width of 18 inches for continuous walls and
2 feet for columns, The topsoil and loose 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. Voids created by the removal of large
rocks should be backfill with compacted sand and gravel, such as road base, or with
concrete, 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 Inundation 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, excluding vegetation, topsoil or oversized rock, 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 have variable settlement/heave
potential which could result in some slab movement if the bearing soils become wetted.
To reduce the effects of some differential movement, floor slabs should he separated from
all bearing walls and columns with expansion joints which allow unrestrained vertical
movement. Floor slab control joints should he 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 below interior slabs -on -
grade as a leveling course and fir subgrade support. This material should consist of
minus 2 inch aggregate with less than $0% passing the No. 4 sieve and less than 12%
passing the No. 200 sieve.
All fill materials for support of floor slabs should he 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.
•.ph0"� T
kN .106 077
JUN -14-2006 12:26 AM
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 unclerslab areas should be
avoided during construction, Drying could increase the expansion
potential of the clay soils.
2) Exterior backfill should he 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 6 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
hackfill.
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
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 fbr 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
JobNu.l(ih 01177 ------ car�
,.....-
Cech
P. 04
JUN -14-2006 12:26 AM P.05
-4-
presented herein. We recommend on-site observation of excavations and foundation
hearing strata and testing of structural fill by a representative ot'the geotechnical
engineer.
If you have any questions or if'we may be of further assistance. please let us know.
Respectfully Submitted,
HEPWORTH - PAWLAK CES. 1f INC.
," c,A ,..
'cry a
Jordy Z. Adamson, Jr., P
Reviewed by:
a h
Steven L. Pawlak. P.E. V�
JZA/ksw
attachments Figure 1 -- Location of Exploratory Pits
Figure 2 Logs of Exploratory Pits
Figure 3 -- Swell -Consolidation Test Results
Table 1 — Summary of Laboratory Test Results
Job No.106 0077
JUN -14-2006 12:27 AM
P.06
LOT 36
APPROXIMATE SCAG.E
= 20
B3UILDING
SETBACK LINES
LOT 37
TALON TRAIL
1
111 1
PIT
1
i
1
1
1
1
P
1
1
1
1
LOT 38
106 0077
�"; ch
e.wart—Pawlak eehnlea
M Gest i
LOCATION OF E=XPLORATORY PITS
Figure 1
JUN --14-2006 12:27 AM
P.
._,.R. 0
5
— 10
LEGEND:
PIT
WC=1;7.7
DD- 97
LOT 37
PIT 2
TOPSOIL; sandy silty clay, organics, firm, slightly moist, brown.
W[:•-12.1
DD81
-2QO- 70
0
5 _„
10 .,. .
CLAY AND SILT (OL -ML); sandy, medium stiff, slightly moist to moist, brown, moderately to highly calcareous,
low to medium plasticity.
BASALT FRAGMENTS (SC -GC); in a sandy clay matrix, with cobbles and boulders, dense, slightly moist,
mixed brown, s#ight#y to moderately calcareous.
2" Diameter hand driven liner sample,
.a
Disturbed bulk sample.
NOTES:
1. Exploratory pits were excavated on December 21, 2005 with a trackhoe.
2. Locations of expbratcry pts were measured approximately by pacing from features shown on the sae plan
provided.
3. Elevations of exploratory plts 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 wa,er level may occur with time.
7. Laboratory Testing Results:
WC T Water Content (%)
DD = Dry Density (pci)
•200 = Percent passing No. 200 sieve
106 0077
He worth—Remick Cectechnlcul
LOGS OF EXPLORATORY PITS
Figure 2
a
8
JUN -14-2006 12:28 AM
P.08
Compression %
ry a
Moisture Content . 101 percent
Dry Density =- 97 pct
Sample of: Sandy Silty Clay
From: Pit 1 at 2 Feet, Lot 37
•
Ilftliiiihi
iii I,
No movement
upon
wetting
,
J
-
-
ri
0.1 1.0 10 100
APPLEE° PRESSURE - kst
106 0077
`, E3gteCh
Hepworth—Pawlak 01100 41111:01
SWELL -CONSOLIDATION TEST RESULTS
Figure 3
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1.
SUMMARY OF LABORATORY TEST RESULTS
Job No. 106 0077
Lot 37
SAMPLE LOCATION
NATURAL
MOISTURE
CONTENT
(%) t_SPL-ta
NATURAL
DRY
DINSITY
GRADA-TION
PERCENT
PASSING
NO_ 200
SIEVE
AT1EREERG LIMITS
UNCONFINED
COMPRESSIVE
STRENGTH
(PSF)
SOIL OR
PIT DEPTH
(ft)
GRAVEL
SAND
LIQUID
I 'MIT
MI
PLASTIC
INDEX'
_ (%)
BEDROCK TypE
1-1------1 3 1
27.8
82
Sandy Silty Clay
2 31/2
12.2
83
64
Sandy Salty Clay with-- --
Gravel
- --- ----
1
— -- - -
03
3
63/27/2006 22:41 8782947
RICHHOLSArr
PAGE W
2Q`
do`
NM PLN
W
is
LEGAL DEWRIPTION
LOT 37
EAGLES POINT SUBDIVISION
CIOF
SrCOLORADO
CERTIFICATION
I Richard liaison,
have located the
the location of p
owners reps
improvement
Improv- e
L+72.325. .
R - DO'
A.13'N'46"
9r:6=40 $4'71'10` E
C 1F744.74.117'
o licensed surveyor in the State of Colarodo, certify that 1
property lines for the property shown hereon and have indicated
Improvements as directed by the property owner or the
hewn hereon. This certification applies to proposed
represent an Improvement Location Certificate or
iProklegernatigaLflif
admal &sad mr
1L RIM pro Rd
ser cbrweee
(VVr) $78-71747
OM MIN
MT IT
ANEW POMP SIZODIVISION
COMITY Y 0,
S'12a & OOLOLLOO
1
H'f1A/AN HOIISl:S.DWO
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 00 64 '! 2 Jv
Permit No.
99
I have this day inspected this structure and these
premises and found the following corrections needed:
F
tiLder //
‘36_
9 Afi_e,d ( e?-eee
odic. prt
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date b - ( 20 07
Tha
Building Inspector
Phone (970) 945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at
Permit No.
(?q(6, -
I have this day inspected this structure and these
premises and found the following corrections needed:
You are hereby notified that the above correction must be inspected
before covering.
When corrections have�been made, call for inspection at 970-384-5003.
Date 9 - /C( 20 06
Building Inspector s-% / h /-
'CI (970) 945-8212
No g 9(4
Job Address
Owner f )WI
Contractor c�R� `/ R,m/4R
Assessor's Parcel No. 7407/77j/017
INQ PERMIT ARD
Date 6-z9•c
Setb cks: Front Rear
S1' f= CIZelLuL304C..1 COO. cosi t
Soils Test
Footing 4 - 31) ~ 0
Foundation 1-7 6 b »$ L
Grout
Underground Plumbing
Rough Plumbing �J
Address 7422 S Srrr-ivARADkek Phone # Z*3
�
Address t x11 ,a,f Phone #
RH LH
INSPECTIONS
0- b
Framing -0 Co
Insulation
Roofing
Drywall 10" bidA„
Gas Piping -0 0--06/411.
Co-0�
V"\-F48-64/1-A
f r' .
(1)'
EXTERIOR
Address No
Drainage
Decks -support & clearance to wood
Decks -stairs & rails
Exterior locks
Flashing around doors & windows
Insect screens
INTERIOR
GARAGE
Fire wall separation
Service doors -1W' min
Door (20 min.) w/auto closer -13/s" min.
Mech. equip. 18" above floor
No opening into sleeping area
BASEMENT -CRAWL AREA
Access _
insulation
Headroom/Stairs
Ventilation
NOTES
Zoning
Weatherproofing
Mechanical �_�_��
Electrical Rough (State)E cal nal �: 4' a 7
Comte Occ ul 740E 5�
Date Z7 -o4-
Septic System #Pironirtnart
Oats
FingLINA_
Other
Occimitil<illf e) tY711'i leo i44)
FINAL CHECKLIST
MECHANICAL ROOM STAIRWAYS
Boller Headroom 01'6'}
1401 water Railing & guardrails
F.A. gas/oil Width
Floor drain Rise & run
Clearance KITCHEN
Air con. system Clearance above grill
Hot water heater Exhaust fan
Combustion air Broiler exhaust (1 hr. chase)
Gas piping, valves BEDROOMS
LPG Drain Egress
FIREPLACE/STOVE Smoke detector
Clearance to combustibles BATHROOMS
Termination of chimney Exhaust fan
Combustion air Shatterproof glass
Hearth (12" or 20" on sides) OTHER
Glass doors
Certified by:
REMARKS
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/PI (*Zoned Area Permit No.n
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 and IMMEDIATELY BECOME NULL AND VOID.
Use
Address
0 n r
rl 29.
egal Description
��+
ow/ z,C?Mll
l
Setbacks Front Side Sjde Regr_.�
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing t, -30-6 4.
Driveway
Foundation -p C
41k
Underground Plumbing
Insulation 1 t; .0 i G._
Rough Plumbing ; i ,06 1
Drywall /- J- (v low_
Chimney & Vent g._ac /91-1,L
Electric Final (by State Inspector)';
Gas Piping e.,...34_ cc, ,
Final 4-2-f- a 7 ,Q -W -
Electric Rou h (B State Inspector)
Septic Final Ai#
Framing
(To include Roof in place and Windows
and
and Doors installed).
0/0011k_
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
Date `2. oto By
IF PLACE
TSIDE - COVER WITH CLEAR PLASTIC
7�
A
Garfield County
Building & Sanitation Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address 0 0 g9 l44—Qkr 124L
NO. CFI (1:3C
Nature of Work Building Permita4c — `� 1,1 --
Use
1 -
Use of Building 5/F Ckata,. Capes GM
Owner
I ► wt oE-Y Taz:l2c? 5'
Contractor Ri•B ; Paw( i rz� crui?.t
Amount of Permit $ 7391 37 Date � � ae
la-* 3-7 flocJLE 1.2ct_s\A--•
1
Clerk