HomeMy WebLinkAboutApplication-Permit•
Garfield County
Building & Sanitation Department
108 to Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address CAM PWt - • cit Co
NO. G`� 4 Cs
Nature of Work Building Permit A¢CX-f" iko2loZ x%-.36 y-60 -oo?
Use of Building 5 F� � , 1 1 I
Owner Alb& • i
sui .
a gm 5)--.
Contractor
Amount of Permit $ 366 •53DatSie4/14-14-0A IS) a"
t 150, 60 ^ J
3'78553
Permit No:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
los 8" Street, finite 201, Glenwood Springs, CO 81601
Phone: 870-945-8218 / Fax: 970-s84-3470 / Inspection Linc: 970-M45003
q/ g Parcel/Schedule No: .21 3- ?^ 34 — 00- to r
Job Addre
D Qhora,0 c bf 1 .Si d- Co /65
1 Lot No: Block No: Subd. / Exemption: �y�p9
r�
6 �
1 x 4 6 !Q Mr e�
P11:
2
Owner: 1
`%i•Ie:U 7 Doe /en
Address
3r38�,att3 Ai
Ph:
9r°/— 32-C9
Wk
rift—COSte
3
Contractor:
Sam t
Address:
Ph:
Lic. No.
4
Architect/Engineer:
Address'
Ph:
Llc No.
S
Sq. FL of`3Building:
Sq. Ft. o(is 4r
3. 9
Height: ,
No. of Floors:
6
Use of Building:, •
rn i/e f on, ! ,p e, q
SL
7
Describe Work:
Pie V/ flon,e
8
Class of Work: IM New 0 Alteration 0 Remove
J Addition 0 Move
9
10
Garage: 0 Single
0 x Double
Carport: ❑ Single
LI Double
]p R �D`ve " Permit t .1! On -Site Sewage
"GREL, 5 tv Disposal
Site Plan
11
Valuation of Work: $
Adjusted Valuations: S 3/5' g32. ifo
12
Special Conditions:
A SEPARATE ELECTRICAL
ISSUED BY THE STATE
THIS PERMIT BECOMES
AUTHORIZED IS NOT
CONSTRUCTION OR
PERIOD OF 180 DAYS
I HEREBY CERTThV
APPLICATION AND
PROVISIONS OF LAWS
COMPLETED WITHIN
GRANTING OF A PERMIT
TO VIOLATE OR CANCEL
LOCAL LAW REGULATING
OFCSTRUCTION.
NOTICE
PERMIT I5 REQUIRED AND MUST BE
OF COLORADO
NULL AND VOID IF WORK OR CONSTRUCTION
COMMENCED WITHLN 180 DAYS. OR, IF
WORK IS SUSPENDED OR ABANDONED FOR A
AT ANY TIME AFTER WORK IS COMMENCED.
THAT I HAVE READ AND EXAMINED THIS
KNOW THE SAME TO BE TRUE AND CORRECT ALL
GOVERNING THIS TYPE OF WORK WILL BE
WHETHER SPECIFIED HEREIN OR NOT. THE
DOES NOT PRESUME TO GIVE AUTHORITY
THE PROVISIONS OF ANY OTHER STATE OR
CONSTRUCTION OR THE PERFORMANCE
pp
0.4t,-Dif/or
Plan Check Fee:
/9 32 / a
Permit Fee:
Zhu 3 3.5
Total Fee:
3! 35' 53 -. /5
Dated Permit Issued:
- 37 g5 5 3
OCC Group:
Const. Type:
Zoning:
Setbacks:
Manu. Home:
��i
ISDS No. & Fee:
` SD. CIO
lk, f(3) --
4�'
• •
L.
ER
//16
ATE
:IDG DPING. DEFTVAL/ /r/tel
L .. 77: APPIIOVAL/I)AiE
APPROVAL
AGREEMENT
PERMISSION I5 HEREBY GRANTED TO 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 Wr1H 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, CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY N0T10E 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 RESPONSIBILrIIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES. THE RFSPONSI
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICLALLY WITH THE ARTICTECT. DESIGNER BUILDER.
AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNEREST
Garfom.003
1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIALI. .X -P
to(s'IoWit(3a.1% c,P�.,4 bgL'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. 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, anchor State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY 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 # 974'6
14/S
Signature
BpcontOct2004
ArA /o
Date
(1I N-IJI�Y 5 L,15-71
Y I
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81801
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Owner's Nam_Deo If ✓1 i be ve
System Location
Permit 4 1 3 L
Assessor's Parcel No.
00 - DO 9
This does not constitute
a building or use permit.
Present Address 32g C R 014 d` . ( F (6 InPhone
Daps Poor 0,1 br- SI co 'v5),
1?17
5)-
?1r ;.)Sy
Legal Description of Assessor's Parcel No
SYSTEM DESIGN 1
/29 (/5t0)
•I4
Ito+(, awkorao'c Mesa Su6d.
Septic Tank Capacity (gallon) Other
Percolation Rate (minutes/inch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
V rsii
/13 4k
vi2-( sic) = : I OS) 9
ze1 r ry,e(6o q4 � k
/' S6(-,(701) = 37frL)s*D' or 62-(77 1.-tag
Date /- ie- r ''� Inspector /41-`11 4 Nal
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer
CwtiE t2
Septic Tank Capacity ' Z Sb
Septic Tank Manufacturer or Trade Name
e i•11
Septic Tank Access within B" of surface 1 -P/✓
`k 1 � t`
1A 1 tiyy/�0 yr\ HCl
Absorption Area
Absorption Area Type andlor Manufacturer or Trade Name
3'Lei rt
I
Adequate compliance with County and State regulationdrequirements 1 1-12/a"-
Other
Date
7
L Inspector r - ,�f-- )i
-� 1L
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
*CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.R.S. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs,alters. or installs an individual sewage disposal system In a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I. Petty Offense ($500.00 fine — 8
months in jail or both).
White - APPLICANT Yellow- DEPARTMENT
FEE ESTIMATE
FINISHED LIVING SPACE: Mal x396a X 74.65 = 5
UNFINISHED BASEMENT: X 41.00 =
CRAWL SPACE: X 9.00 =
GARAGE: S eIS X18.00 = 0 i 35z) t
UNCOVERED PATIO/DECK: X 12.00 =
COVERED PATIO/DECK: CIX 3 2' y X 24.00 = q Goa),.
MISC.
MISC.
/ayg 6
446v
TOTAL VALUATION: 3 (5
PLAN REVIEW FEE: N 3a . I%
PERMIT FEE:
aa.�3.3s
TOTAL: 3C 3S. S
MANUFACTURED HOME SET UP FEE:
SEPTIC — PERMIT: CD - cry
PERK: ova
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 (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.
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.
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.
1. 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 L�
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 do apply.
Yes
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent pro erties), streams or water courses?
Yesy
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
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 1/
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the 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 soffits?
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 Toads?
Yes V
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes t/
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 t/
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and mod 1 and Colorado Phace 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 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 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 areas?
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 without it.
Yes ✓ No
21. Will this be the 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 20ft.wide and 2011.
long?
Yes t/ No
4
a
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 zone 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 application 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 IV 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 384-5003.
Yes No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.00 re -inspection fee?
Yes L, 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 ✓ No
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 time 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 Parcell 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 ability.
f
Signature of
/o/� /C 5'
Date
Phone: 7K9 32 C41 (days); (evenings)
Project Name:
Project Address:
L ,
L Ot' 9 Pen Q% Q/N r c_ pi" tv P
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
Panoramic Mesa Homeowners Architectural Review Committee
Rcport
Homeowners: Dave Doolen, Doolen Construction
Denise Doolen
Location: Lot 6, Panoramic Mesa Subdivision
Material Reviewed: Material provided from
Doolen Construction
New Castle, Co.
4 — Copies Site Plan, Picture (existing model previously built), 1 n Floor plan, and 1 Copy
-of -Blueprint for 2 Bedroom -2 -Bath 1981 Sq* P` level with unfinished 1481 lowerievel
Submission Date: October 11, 2005
Review/Approval Date: October 13, 2005
The home plan and siteplan meet all the requirements specified in the Covenants for
Panoramic Mesa Homeowners.
The builder has requested that the Homeowners Association review the requirements for
an 18" culvert. It is suggested that the largest culvert the county Road and Bridge
requires 15". Please note that the requirements from the covenants state 18" if necessary.
The association will defer to the County requirement.
Committee Members: Includes Officers of the Panoramic Mesa Homeowners
Association
Rick Peterson — Vice President
Julie Chavez — Treasurer
Susan Carter — President
Peggy Swank — Secretary
PLAN REVIEW CHECKLIST
Date /1"1“C
Applicant
Building
l4 Engineered Foundation
Driveway Permit
Surveyed Site Plan
�epgc Permit and Setbacks
Grade/Topography 30%
Attach Residential Plan Review List
Minimum Application Questionnaire
subdivision Plat Notes
il,A,Fire Department Review
faluation Determination/Fees
Ded Line Plans/Stamps/Sticker
------Xttach Conditions
Application Signed
—4lan Reviewer To Sign Application
- arcel/Schedule No.
A// 140# Snowload Letter- Manf. Hms.
ift
Soils Report
GENERAL NOTES:
Planning/Zoning
iicoperty Line Setbacks
OStream Setbacks
rflgod Plain
z -Building Height
✓Zoning Sign -off
toad Impact Fees
1.1.--10A/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
r
Garfield County
Road and Bridge Department
P.O. Box 426
Rifle, CO 81650
Phone -(970)625-8601 Fax- (970)625-8627
Invoice
Driveway Permit Number: GRB05-D-96
Invoice Date: 10/6/2005
Bill To: Dave Doolan
3838 CR 243
New Castle
,CO 81647
$75.00 per Driveway Permit.
Driveway Permit Fee:
Total Due:
Thank You!
$75.00
$75.00
Fas “>/s'
pyht2d
iSio<
Garfield County 1
Application for Driveway Permit
Person Obtaining Permit: Dave Doolan
Application Date: 10/112005
County Road Number: 451 District: Rifle
Permit Number: GRB05-D-96
Termination Date: 11/62005
Inspector: Jake Mall
hereby requests permission and authority from the Board of County Commissioners to construct a driveway approach (es)
on the right-of-way off of County Roada511.5 miles North of Intersection of CR 233 and CR 451 on CR 451, located
on the West side of road for the purpose of obtaining access to property.
Applicant submits herewith for the consideration and approval of the Board of County Commissioners, a sketch of the
proposed installation showing all the necessary specification Mail including:
1. Frontage of lot along road.
2. Distance from centerline of road to property line.
3. Number of driveways requested
4. Width of proposed driveways and angle of approach.
5. Distance from driveway to road intersection, if any.
6. Size and shape of area separating driveways if more than one approach.
7. Setback distance of buildings) and other structure improvements.
8. No unloading of equipment on county road, any damage caused to county road will be repaired at subdivision
expense.
9. Responsible for two years from the date of completion.
General Provisions
1) The applicant represents all parties in interest, and affirms that the driveway approach (es) is to be constructed by
him for the bona fide purpose of securing access to his property and not for the purpose of doing business or
servicing vehicles on the road right of way.
2) The applicant shall furnish all labor and materials, perform all work, and pay all costs in connection with the
construction of the driveway(s). All work shall be completed within thirty (30) days of the permit date.
3) The type of construction shall be as designated and/or approved by the Board of County Commissioners or their
representative and all materials used shall be of satisfactory quality and subject to inspection and approval of the
Board of County Commissioners or their representative.
4) The traveling public shall be protected during the installation with proper warning signs and signals and the Board
of County Commissioners and their duly appointed agents and employee shall be held harmless against any action
for personal injury or prupc.ly damage sustained by any reason of the exercise of the Permit.
5) The Applicant shall assume responsibility for the removal or clearance of snow, ice, or sleet upon any portion of
the driveway approach (es) even though deposited on the driveway(s) in the course of the County snow removal
operations.
• 6)
In the event it becomes necessary to remove any right-of-way fence, the posts on either side of the entrance shall
be surely braced before the fence is cut to prevent any slacking of the remaining fence and all posts and wire
removed shall be turned over to the District Road Supervisor of the Board of County Commissioners.
7) No revisions or additions shall be made to the driveway(s) or its appurtenances on the right-of-way without
written permission of the Board of County Commissioners.
8) Provisions and specifications outlined herein shall apply on all roads under the jurisdiction of the Board of County
Commissioners of Garfield County, Colorado, and the Specifications, set forth on the attached hereof and
incorporated herein as conditions hereof.
9) Final inspection of driveway will be required upon completion and must be approved by person issuing
permit or representative of person issuing permit.
The inspection and sign off mast be done prior to any CO from the Building and Planning
Department being issued.
Special Conditions:
1. Driveway Width- 30ft
2. Culvert required? True Size: 15 inch by 30ft
3. Asphalt or concrete pad required? True Size of pad: 30ft Wide z loft long x 4in thick
4. Gravel portion required? True length: 40ft
5. Trees, brush and/or fence need to be removed for visibility? False
6. Distance and Direction:
7. Certified Traffic Control Required? False
8. Work zone signs required? True
In signing this application and upon receiving authorization and permission to install the driveway approach (es)
described herein the Applicant signifies that he has read, understands and accepts the foregoing provisions and conditions
and agrees to construct the driveway(s) in accordance with the accompanying specification plan reviewed and approved
by the Board of County Commissioners.
.GK�p i
ave Doolan
Signed:
Address:
Telephone Number.
Permit granted 10/6/2005 subject to the provisions, specifications and conditions stipulated herein.
For Board of County Commissioners' of Gariel . County, Colorado:
Representative of Garfiel¢'Caunty Road and Bridge Signature
Specifications
1. A driveway approach is understood to be that portion of the county road right -of way between the pavement edge
and the property line that is designed and used for the interchange of traffic between the roadway and abutting
property.
2. At any intersection, a driveway shall be restricted for a sufficient distance from the intersection to preserve the
normal and safe movement of traffic. (It is recommended for rural residence entrances that a minimum
intersection clearance of 50 feet be provided and for rural commercial entrances a minimum of 100 feet be
provided.)
3. All entrances and exits shall be so located and constructed that vehicles approaching or using them will be able to
obtain adequate sight distance in both directions along the county road in order to maneuver safely and without
interfering with county road traffic.
4. The Applicant shall not be permitted to erect any sign or display material, either fixed or movable, on or
extending over any portion of the county road right-of-way.
5. Generally, no more than one approach shall be allowed any parcel or property the frontage of which is less than
one hundred (100) feet. Additional entrances or exits for parcels having a frontage in excess of one hundred 100)
feet shall be permitted only after showing of actual convenience and necessity.
6. All driveways shall be so located that the flared portion adjacent to the traveled way will not encroach upon
adjoining property.
7. No commercial driveway shall have a width greater than thirty (30) feet measured at right angles to the centerline
of the driveway except as increased by permissible radii. No noncommercial driveway shall have a width greater
than twenty (20) feet measured at right angles to the centerline of the driveway, except as increased by
permissible radii.
8. The axis of an approach to the road may be ata right angle to the centerline of the county road and of any angle
between ninety (90) degrees and sixty (60) degrees but shall not be less than sixty (60) degrees. Adjustment will
be made according to the type of traffic to be served and other physical conditions.
9. The construction of parking or servicing areas on the county road right-of-way is specifically prohibited.
Commercial establishments for customer vehicles should provide off -the -road parking facilities.
10. The grade of entrance and exit shall slope downward and away from the road surface at the same rate as the
normal shoulder slope and for a distance equal to the width of the shoulder but in no case Tess than twenty (20)
feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%).
11. All driveways and approaches shall be so constructed that they shall not interfere with the drainage system of the
street or county road. The Applicant will be required to provide, at his own expense, drainage structures at
entrances and exits, which will become an integral part of the existing drainage system. The Board of County
Commissioners or their representative, prior to installation, must approve the dimensions and types of all drainage
structures.
Note: This permit shall be made available at the site where and when work is being done. A work sketch or
drawing of the proposed driveway(s) must accompany application. No permit will be issued without drawing,
blueprint, or sketch.
i-
__--- .,r...
....,r...
s. ns
nun
Built By:
Nt
10
A
37-7-0
2x62;x
SCISSORS
6.00
300
2-0-0
2-0-0
-0.0.0.4::::::1
���W✓
4
B
39 -7 -0
2X62X4
STUB COMMON
6-00
000
2-0-0
0-0.0
510.4.0
$
111
39-7-0
2X62X6
SCISSORS
6.00
100
2-0-0
0-0.0
s10-4-0
a dillI
MI
1
B-GAB
39-7-0
2(6/2X4
STUBDABEE
6.00
000
2-0-0
0-0-0
s10-4-0
11
C
:_X62%4
AARON
FGOABLE6-00
—
6.00
00U
2-0.0
I.0.0
2.0-0
2
,T,>.,� _
visit
1
C-GAB
•
24 - 9 - 0
2X6/2X4
-000
5
D
19-4-0 MONO TRUSS 600
2X62)4 000
2-0.0
0-0-0
•1
ak
1
•
F
Job -
7TH
has
A
Tru Type
SCISINEW
(2ly
10
Ply
1
(ae5aa0
Taeb Inc, PEW CASTLE, CO, 91647 4201 SRI s Sep 1320W M7ek Indiana', Inc. Wed Joe 170847112001 Pigs 1
9-2-0-0 74-15 12-11-12 1898 I 24-74 30.51 I 37-7-0 130.7-0
I I
2-0-0 7-1-15 54-12 5-12
SAO fiT
2144 z--
8x10
OJ
A/� P
3.0012
6412 =
10-0-138 188
I
5-9-12 5.0.12 7-1-15 2-0-0
Sole
W mbet
at II
F
4a5
=
tee_ 1K)�
Oa12 r
, 2783 , 37-7-0
• 1:799
• 5/16 M
r i
2-0-0 37-7-0 2-0-0
Pee aka 00): 0341-540444.1.11)-5-8,04-01, P404-0Ed00l. PO4-0,Edga)
LOM0000(pen
TOLL 400
MIX 10.0
5CLL 0.0
RCM 109
MACRO 2-0-0
Plait 100
CM
TC 0.77
BC 095
WO 095
OWL In (ba) Welt
WILL) -096 N .475
Wr1(T13 495 N v463
Part(7L) 0.73 J de
ler LC LL Mn Udell .240
PLATES OWP
11120 160/123
Weight 155 b
s
Umber knee 100
Rep Sams Ina YES
Code L91C1AN866
WNW ORACMG
TOP CHORD Sheathed 2.74
TOP CHORD 2 X S SPF811150F 19E or oe pare.
BOT CHORD X 8 SPF-S 1560E 1.5E BOT CHORD Rigid pang directly applied or 9-60 oc bnclnp.
2
WEBS 2X4WW See Mmspr WEBS 1 Row eimMpt E-N,O-N
W12x4 SPF-52100F1AE
REACTIONS (Wain 0:451100.8, J4451,1048
Mer lira B•405pad as q
Max t1p51113•484(Ioed a 6), J•464(ad as 6)
PO WS(lb)-Flnl Lad Cawdry
TOP 1:MR0 48.44, 9-C--7215. C-D•4513, D-E•4643, EF8-0753, F48763, G-H•-0543, Ha•s13, kJ -7215, J-K M
SOT CHORD 13A41032, oar•BSP1. N4.61b2, 11FN•6502, L-M41102, J44161311
WNW Fa1.307e, C-P.441, E-124726, Ealy-1238.6M--1238, 01-729.1 L 644
ND19
1) The Ors Is been nacend for unbeasd lauding oardions.
2) The bras ha been Weald fa the ward bads by 86 mph wlna at 259 above pound ea, using 8.0 pef lop thud dead
{prated
hood deed Iced, 1W fawn Mnden I. condition 1 masa bulking,
and 5.0 pe baean 'had ml aowniu. an a wawa category
dlmenans 1008 f00 awe. C ACE 743 DOOMS= Sud Mai or carvers an, they are moped b
of W savours per
The is 133, area a 1.33
wad. Spmds add, Otey w in =posed b ad lumber VOL Massa ad The plate pip
3) The assn as been dselpe( of 10.0 'hon Bee hoed ancuverad nee ley other Ws Iola per Table No. 188,
a psibdom
LBC44.
4) Bemkg strings) a J lo volt tieing ANSIrTPI 1-11111S lode b fo male. Badig dearer Wahl nay
'skate andel gran grain
dbaring
anpadly swaps
5) Provide ms Istel oanwlbn (by alas) ft Mr b bearing plies apabls deihelsmmng 484 lb upid a pet B end 484 Ib OM e1
-J.
10 nee ha bee tea alga with ANIVTPI 1-1088 carte.
LOAD CAMS) SYnd•rd
• -o n OVAC DOLT.
CC9C BCB OLOf, TC:ST 20/10/0T
Job
4714
Tis
&
Trues Type
STUBCOMAON
Dy
4
Fly
1
rang
Tnlb bn, NEW CASTLE, 00,111647 4.201 SR1 a Sep 13 2000 MTab Dduades, ba. MO Jam 30142'23 2001 Pepe 1
19 102-0 19-9-8 2930 3074
244 10-2-0
c344D
BILI
I I
9-7-6 984
em Pr `d _
E
4:8
�I�Se6
I
10-4-0
Saki: SWt
Oscar= 114In
11
J I H
1.8e4 II Sas = 300 = 224
10.2-0, 19-68 29-3-0
0
II
I 3078 ,
2.60 29-3-0
w1rla Orli OLn: Ridaa.00,21
LOA MG mS)
TW. 40.0
TCOL 100
SQL 0.0
'COL 10.0
SPACING 2-04
Plies Ohre 1.00
Lumber Mora 1.00
Rep Bras Ina YES
Cada LIBGANSNS
Cbl
TC O14
IC 0.71
WO 0.58
091 In ON Wall
Ved(LL) -012 HJ AGO
Ved(it) 8.46 HJ 440
Hoa(TL) 105 G nl.
14 LC LL Mn Walla 240
PLATES GRIP
M120 1601123
Weight: 1416
LUMBER BRACING
TOP CHORD 2 X 0 SPF41860E 1.8E TOP CHORD Sheathed or 3-9-12 oa pubs, asap) ad ya0esis.
SOT CHORD 2 X 4 SPF -8 2100E 1.11E SOT CHORD RIBA ring dbady applied a 1004 m rang.
WIGS 2 X4 BPF -0 2100E 131E ' WEBS 1 Ron al nYdpl C -H, F -G
W52 X 410W Sr, W4 2 X4 WW Bbd
PMACTICPs Mama) 0019011061, 0•173f66
Max Nara B.N4(bad era 4)
Mar Up1118•-372(load or 5), eYU000oad anis 6)
PONCES (6) -Pial Load Cr 01W
TOP CHORD A -0M3, BCo-2445, 043.-1210, PEa-1219, E -Fe -1219, F-111(09
801 CHORD B4 2185, IJ.2165, I}PW2186, 0400
WE86 C -J-106, E-Ha14:1. 0 1223, F401258
NOTES
for loadbq contend.
1) Tab braa Is Man °beard sbJYnaed
2) This Duos Is bean daalid for OW eind loads gena dd by 86 mph rinds al 2511 are ground lewd, mskig 5.0 Pal to shad dead
Iced ad 50 par balm chord dead lead, tar nd gem venter oorfne, on en raperey category I, cordial I endowed bulling.
eelasaiona 1001br 100611M argon. 0 ASCE 743 pa U0GAN6l6 If end redlcds or anejerere add, they an wpm.] lo
b The lumber DOL hwm.s is 133, and the Wale grp barer Is 1.33
Wad. IT pads aa, they ss nal —.Jr—'owird.
3) This Inas has been designed for a 10.0 pal baron and Ira Mei nonooncurred with any ter the teas per Table No. 1641
UBC -04.
4) Put ysnmelaliS maacJlm (by dbar) el Ins to awing eye War of n lIadrq 372 Ib up611 al gird B and 3091b upgl at
bard 0.
was
6) TNaMr Is been designed .Ah ANSI1P1 ari=l.
LOAD CArgll Standard
'GNI RVASinn
CESC 986 01641 TB:ZT 80/80/0T
Job
7714
Inas
•
51
Trues TYp•
SCISSORS
ON
6
Pry
1
9410011•0
Traib Inc, NEW CASTLE, CO.111647 4.201 SRI s Sp 13 2000 MT* edudrb, Inc. Tee Jan 301425112'001 Pp 1
-2-01 7b15 13-7.121 19-9-8 2611.4 99•7-0
C.
1263-01
I
2-00 7.6.15 6-1-12 6.1.12 61.12 3-3-12
S.mlir 50=
3193 F
2M = 0 I��G 201 II
B J
4012 = 300 % 3.00 12id '
104-13 16-96 20.30 1
10-4-0
Scale: Wei'
Camber• 116 bt
14
�1y
367-0
1
2-0-0 233-0
Fide Med OL`r): 60-31,0.1-01
LC&CQC(pe0
TOL 400-
MCIL. 10.0
BOL 0.0
BCCI. 10.0
SPMINO 280
GUI
TC 0.52
BC 0.75
WO 00-6
Ma in Me) WMR
WOOL) -0.30 L SRN
Ved014 -0.44 L 0732
Ion(TL) 0.24 1 ala
Id LC LL Mn Neil n 240
PLATES GRIP
MI20 1614123
WHOM: 1806
Reda enter 1.00
Lumbernorene 1.00
Rep Shea Ina YES
Code UBC/M181416
LIS BRACING
TOP CHORD 2 X 6 SPF -8 1060F 1.6E TOP CHORD SheelMd or 335 or palter.
OOT CHORD 2 X 0 BPF -0 1050E 1.6E BOT CHORD Wald *Nang Shy* applaud or 8-611 ee Hering.
WEB6 2X4WW Stud Tat WEBS 1Row atnddp EJ, Cid
W12 X 4SPP-0 2103E 1JE
REACTION (bade) F1733066, 0•1966064
It MaaBB40.iO4ed as 4)
Ms Uf111a2S90*ed melt Sex-3860ked as 5)
PORCa! .) - Piet Land Cees Oak
TOP Ct10 A43•44. Bd-0165. C-134421011.13-80-431113, E -Fa -2356, Fa -2395, 0-1 0
BOT CHORD 64+4700, X-LV642, J -K•35012, IJ•1354
Web •-.1•1 1127, C- X175. E -L•314, E4• -1303,171-.M171. 1iM-155, G#-1237
NOTES
1) The nee Ire been Waded for bedh%
utdsoed cat
2) Ttde been deeper for Wtddede by SI d 2511 *has Ised, 6.0 top diad deed
dam hes the Asad mph rand proud win per
ked 0.0 baler dal deed had, 100 IwiS.a aeeentr, an an aecoprcy Wen I, madam I@Sone bead.
IS pet milem
dawned= 1132 It 7-53 MC/AWN Mand or Sn•7 en exposed to
by 10060116 cepa n CASSE per redone anthems did,
SM. S padre add, they are not opened d Md. The br OCL Morse x1.33, and Sr pled grip Increase is 1S3
3) The Ina We been as,red for 10.0 bdlnn Mord We ked nonrawnnt with we der In bode Table No. 168,
■ pd per
UBC4M.
tonna. Bulking designer
4) Sartre atJoM(n)1, B mtMdrs;weld to pain value trey AINSYTPI 1.1906 angle to groin should wily
career bering even.
al
S) Praddn nrdrnkd merman (bp odds) of Hues d bearng pea wale dw5M60dSlg 29610 upIIt d Join 1 And 380 Ib opt d
Joke 0.
5) Ns bun bee been dodoes ANSMTPI 7-1096 Sees
wan
LORD CAU $) Seeded
'3NT HVfl9112LT.
CC9S 696 OL641 Z9:2T SO/50/01
Jabtuna
7714
Twos Twos
STUN GABLE
Calf Ply
1 1
an
FGAR
TnedaOYa.,
CASTLE, 4X),61647 4201 SRI sSup132(
ANTekduWt,Inc. Ties Jan 3014:25:312001Pogo 1
17.0.4 10.94 2944 36-74
1 I I
2-04 1904 944 1040
Sar: 3AYsT
2x4 11
6.00 127x44 11 5x6 14 11
2x4 I I 24 I I M 214 11 2a/ II
2x4 11 al i L N 2x4 11
2x4 II 21411 J O p 34 II
s
2x4 IISiIIi1ik
n
244 11 :40111
lai°1110111 1 i : till
0
AN AO AD AC ABMY X W V IJ TS
341 = 1.5,4 111.6i4 11 5r6 = 1.5,4 111.5e4 11 34 II
1.tr4 111.54 111.5x4 11 1.5x4 11 1.5x4 111.54 1113s4 I I
1.6%4 11 1.6u4 11
29.3.0I 39-7-
2-0-0 2930
PIN arca CVO:
914.0-3-0)
LOADING (ps1)
VACU 2-0-0
_ -
CII
09L In (bo) We
PLATIS GRIP
TOLL 40.0
PION
1.00
TC 0.40
VwA(LL) Ns • Ns
MII20 1S2123
lass
Lumber !noises
TOLL 100
1.00
SC 0.13
Vwt(TL) 0132 A-B =998
BOLL 0.0
Rep Sharia YES
WO 0.26
IIoaOt) 0.00 S Na
°COL 10.0
Cods USCJANSB6
pans)
1st LO U. Mn VMdl • 240
Weight 1870,
MAIER BRAQNO
TOP CHORD 2 X 68PF410.50E 15E TOP CHORD Sada or 60-0 a pdba,
wept and serials.
or 1040 w bag.
BOT CHORD 2 X 4 SPF- 2100E 13E BOT CHORD RIO albg dna epplhd
WE6B 2 X 4 WW Sud WEBS 1 Ray at mldpt M-X.L-Y, NW
071246 2X4WW Sedtape
ST102 X4SPF-5 2100E 10E, STI 2 X 4 SPF4210F 1.6E
5152 X4BPF-S 2100P 1.28, WM 2 X 4SPF42121F 1.8E
STS X 4 SPF-6 noir 1.8E
REACTIONS (Wiaq S•431/8.3.0, Zs-02930, X•1118/2930.3ss21-313, Y•1962934,NM215129 -0, AB=163R934,
AP405293-, AD•2002 40. AE40112940, 13x4142930, AG•23329.3-, 041=31/79-342, b% 1962930
V•212294-0, U•19Y2030. 7+1611293-0
t Has194940oad as 4)
4), 8
moa UAa b -2800ad min 3), Hoards
3). vs2S(laed ®e 4). w-SS(r d Seas 5),
®s -d00and alas
ass 4), AD•-7S(bed ea
5),
Ad-60(bsd
4), AEs-79(load one 5), AF-74(NW owe 5),
AP-72(lca
ACA61020sad as
4), W=40(sa ca 5), Vs-100aa owe 3). U•-030aad as 6). T=1200oad one 3)
Max GmvB=431(tsed sae 1), X•203(loed a 3), Ss59(aad areae 1). Y 199(ked cuss 6), M417poad Gage 5).
AS•16S0osd male 1), Ad206(loed ala 1), AD-23:1(ked ow 6), AEs201(bad ase 10, AFs194(ad cess 1).
N20233(1016 cos 5), AMs60(bd al 3), W 19S(kad weal 7), Vs2t8(lad as 7), U•193(lued Gan 1).
Ts170(laod ale 7)
aa01ACBa pa) -
at laa Che Only
I04s93. C.062. DEs42.
TOP CHORD 44x464,
EFs43, F1a=43, G-I*46, 14-043, LJ•41, J-043, 141..41, LAM). Ma-47,
NO-49, 0-Ps-41. P-Q.45, Oa-27,
R-8'-57
ACA0.1, PSAd1,
BOT CHORD SAHEI,AG•AN•1. AM140s1, Ma1Fst,AD-AE•1,
MA0 1. Z-PAs1, Y-Z=1, X-Ys1,W-)k1,
WWs1, Gat, T4e1. 8-7.1
WEBS M-X.-1116, L-Y0•106, RAAs-215, J O - 186. LAd-206, G4D-200, FAE-2a0, EAF-107, DA0.-222, C-AH=7s,
N-Ws-190, O-Vs-216, P1Y-193, 0-Ta172
MOM
1) fids sup In been
to
Sang conditions.
lard ted
deaabd urbaYraad
SNpad for 0a wed
loads
2) fli bun he man
monad by 61 mph was d
harkens
268 Wow ground We. uein9 6.0
pd by
sad as 613 paW tet
Si gnry 1, donn an /Wad WIMPS,
tan aped dad sed,100
by 10011 sib spawn
m1 from
ASCE 743
0011141114 On 11111110-1P111101
per UBCJANSO6 god
d d emlaa 10011
C
al ais or
anlllewa art they oro expend
base" 1.33
lo
vat. Isash, eat, they we not .posed a wird. Tla
b 1.39 sal de
lumber COL kaeaas
a4 For sods cased
pale grit
to the rune), see Mick "arida
3) Teas designed for nal tads In the pia et the true
lo rind (cruel
Gds End one
4)Gaeb
barn being.
airs canna Shad
6) Odle abadssaid d 248 cc.
6) Thls Ona le bean alai fors 10.0 pt Winn chord IM la naaonarrard Sthaw other Ore bads pe Croke No. 16-8,
LIBC44.
Carried al alas 2
• nMMT RYA C11111
CCSC 696 OL8$ CC:ZT SO/60/0T
Job
7714
Trues
0
Tree Type
pry
11
Ply
1
(D sl)
COkBdON
Troab Inc., NEW CASTLE, CO, 81647 4.201 SRI• Sp 132000 h/Tek Includdss,
km. Wad Jen 17 MOMS 2001 Rpt
4-0-06-54 834 12-4-8 I 183-8 -0
24-0 4-
1260 1
1 I
2-0-0 64-8 5-11-0 5.11-0 64.8 2-0-0
Sal • 1:68a
Gruber=1A in
Cum =
/AO 12
E
r2e6//
4111-2- 4a6.
art \\
CD F0
av ��
6 N
q
p1` m
3x10 = L K J 3'10 =
3d4 = 3s4 = 31,4 =
0-63 , 16313 244-0
1 F
2-60 2469 2-0-0
PW OIbeYDC,t): )8010-0,04-101.814100.04-101
LOADIIC
SPACING
2-0-0
all
OWL In (be) pddl
PLATES OIIP
TCU. 40.0
1D3
TC 0.32
VerELL) -0.11 J -L SOO
hI20 1W1123
lila Increase
Lumber
TCDL 10.0
BC 010
Verl(TL) 424 JL NOM
ram 100
Rep Sen Mar YES
BCLL O0
W8 024
Nse(Tt) 0.05 H A4
Bol 10.0
Code UBC/ANS85
tat LC LL Min Udell =240
Weigle: 100 Ib
UNDER MONO
TOP CJIOfp 2X 58PF.8NEW 1.5E TOP CHORD Sheathed or 8-7-15 re padre
BOT CHORD 2 X 4 SPF -8 2100E 1.8E 807 CHORD RlgN calling dbeo0y pplad w 10-0-0 on bracing.
WEBS 2X4WW Stud 'Rapt'
W12 X4SPFS2100F1.8E, W12 X 4SPFS 2100P 1.86 .
REACTIONS (bibs) Beier p511 1+016g110 -8S
Ilb Naz6'-253(ked caS 3)
Mar Upm10.4310ad one 8),10-361(lod ore 5)
FORM (b)• -bet lad Case ORR
TOP CHORD 14-0•43,13-00-2252. C -D=1030, D{a1 W0, E- =.19 , F- .1100, 040-2262.
H#13
8107 CHORD 841051, K{-1376,.-101376,1-J411S1
WEDS C.L•-/74. E-Lp61. 640161, 0J=474
NUM
1) Thbbur Ira bean
decked bin bating
unbalanced
designed for the wind
caldron.
2) Ms me to bey
238 above geed
brei.
using 5.0 pdbp dud
Sind
bade geerled by 85 mph VAS a
tram hurdoaee
I,
bulldog,
loud re 60 pd
WS...ebr
tabu
chord deed Iced.100
coaganwy allegory
condlIke
I waned
ml
100
convoke, a en
pr 1.6C/ANS868 end
1008
vedbb or ardibws exit, Stay
by S Wer exposure
CASCE 743
to aged. The
re enpoeed
133
to
Is 1.33, and the plan grip
sed. 5 pinna rbt.
3) Thla bar lee bey
ds as nd wooed
bra 10.0
lumbar VOL hares
Ian ted inwn airs
looms la
per TS* No. 18-8,
bottun. stead
with any cher Bre lads
drlg444 IS
UEC -04.
4) Rudd,
connedlan (by Sheri) of tern b beefing dab apes. dwtlstandgp 361 Ib uplift at Jud 8 mid 361 Ib upll at
nedas4pal
khd N.
5) Oaten has bey deviprd WO ANSIRW 1.106 abet
LOAD CANES) Bladead
nMi avienwT
4QS2 008 OLBS fig:ST SO/tO/0T
Job
nu14
aAB
TTrod*ke., SauCASTLE, 00,111647
ISI
2-0-0
Trues Tors
REG. CABLE
339
1
A91
1
1242
/201 SR? .9w 13 IlEfi IdaVka. Ina Wei an 17 060716 2n Pope 1
2480
1242
6.133 u
24 11 2a4 11
4dI4 H
20116
201 II EF
214 110
1248
5,0 =
Ia604
240
AC AB M Z Y X W U T 6 R
1JM 11 1.5 u4 11 1.54 11 301 = 184 11 1.64 11
1.64 11 1.5x4 I I 184 11 1.64 11 1.64 11
1.5M 11
248-0
2-0-0
2480
1
Scala .1009
LoAO4140 Gag
TCLL 40.0
TCa 10.0
ECU 0.0
ECOL 10.0
!ACING 2-0-0
Petr blear 100
Lure Inas 1.00
Rep Stn Inc YES
Code UGCJAN5196
CB
TC 0.19
1C 0.00
WI 0.16
SAWN
OEPL In pa) IldM
Vat(LL) talo - et
Vnt(TL) 0.02 A4 .r9
lora(TL) 0.00 P da
14 LC LL Mn Was -240
PLATES GIP
IMO 1611123
W.WpM: 121 Ib
UMW BRACING
TOP CHORD 2XIsPF2161XF 1.3E TOP CHCRD Shaded or 64400wins.
BOT CHORD 2 X 4 SPF42100F 1 BE OCT CHORD Rigid aim dewily applied or 10.020o bflig.
071545 2X4VON Wal
REACTIONS (bhbs) B444024444, W=024-9.0, P-44524.04, X=16672440, ¥=1062480, 2r202R4.92, AM1962+9-0, A13422724 -S-0, AD4164460, V4105/244-0,
0.102R444), T.19612480, 57277244-0, R=1624 -e-0
Mr Hors B42135bd an 4)
ins LWJA ..207(lod w 5),P-20Tped aee 5),Y-72(kad on 4),Zw8002ed on 5),AM-74(od ow S), A44.-100pod as 4, AO161Iad ors 4,
1h42500d errs 3). Un -Wood ass 3), 7-745bed en 6), B•-W(ad as 3)
InGAN BN46pad
as 1), P`d locd®1),X=166pod as 1),Y.1S0pod oar 13),2.2050cd an 6), AM1SS0ked as 1), AIK/27(lad as 6),
AO'60O7ad as s 6), V=190(Iad wee 7), t4206(ad ass 7), T=1960oed ase 1), S•227(nd ewe 7), Ralliked eve 7)
FORCES pb) - Fi4 Lod Cas Qty
TCP *ORD A4d4, 80-137, C -D--72, 6Ee80, E -F• -I6, F G --C, 341=-%, H* -87,14-47, J il, K-1:4-43, Latalk
M-144-110, N4t72, 0-Pn-137, P 044
BOT 0H010 13.212=30, 0134 112.30, M1113439. 2JVM30. Yi.39, X -11=90 W -X -3e, V -W430, U -V430, T -U=39. ST►36, Rana,
P4949
WEI S 106,14114-196, 0-24-20 4C4
2, E -AM -+98, 0 -AD. -217, C -130, J -W-196, K -U4-702, *T=-106, ble-217,
0-R80--1130
NOTES
1) WC en la Wen Waded kr ablrmed long aedi te&
2) The bun n been deign forte end bode prawn bin -wan M 25 a Wave greed teal, using 5.0 pain en deal
lard a W SA pdbakln Wong deal toed, 103 ml hen Inn aaalhe, a an aoaupa+w alep/Y 1, cannon I ancbned bddep,
ddenana■ +0011 W 1000 wlb nen C ASCE 742 Per u6CJANSN6 i.d !ache oraiTcrs ad.1, they as diad to
wind. B pain ode, law ere notcVan bird. The lumber DOL Week 133, and 9. pica Gip Indere Is 133
3) Two d.eypad for rand lad. In the plans die Ines a . For elude nosed to who (nand b the? .), w Wok %ended
Gen Ed Delon
4) Oen nukes onto= tett nSion!WenG.
5) OWN sin wand 424-0 Ga.
6) Di Ina Se been designedly'. • 10.0 pd ballon Mod We Tad m+mnamad with any attar Ove lads per Ten Na. 168,
UNC -94.
7) Plane meMnlrl eolsectlon (b7 died) or Mese b bsedry pre capable dwItheMd ,w 2076 wit and B, 207 6 we and
P, 726 wit dint Y. MI uplift el pint 2, 716 wit did AA, 1006opal did AE,616 on i)ok1 AC, 5216 Rift dk4d V.
WOWS int U, 746 rpd4diM T eel Nib wawa d)eMS
ua .
6) lista hs ban 09110911893with AfO
1pnwaVTPR 1-1096 atlae.
LORD Cali) inn
00061 'ONI avasmi ££S£ 786 OLE= O£:ZT 80/70/0T
s •
Jab
7114
Trw
D
Trus Typoay
RENO TRUSS5
Ply
1
(oo8ar0
Ye.. NEW CR97lE,CO, II847 4201 SR1 Sep t32000MBA Irdntraaa, ler. rue As 901427W 2001 Pep 1
s
F4 -00I 0.114 I 10.40
2-0-0 0-11-4
10-:::164;:000.01.1.11.11
C
S B
9-4-12
6.00 Pi 2s4
iI�\
Sale a 11140
Camber • vte h
II
E
1
dA
- H G F
314= 3a4=
1$a II
9-11.419-4-0 1
2-00 1PM
FidbOffsets 0GY): 113334-12.0.1-a
LOADING )
T171 400
TWL 100
BCL 0.0
°COL 10A
SPOONS 2.00
Paan Irma 1.00
Lumbar ansa 120
CSI
TC 024
BC 022
W6 063
DFL in 0a) NO
vaO.L) 4.19 841 YY®
vert(TL) -0.33 841 •b9
Haiz(%L) 0.03 F Na
Id LC 11 Mn LI0 . 240
Ful® GRIP
MO 187123
WSW: 613
Rap Sbas Ina YES
Cada UBC/4203103
1-1 BRACING
TOP OCR) 2 X 0 SPF-811/MOF 1.6E TOP CHORD Sheathed or 64341a pAa, cepa and sae
10-008 broody
°OT CHORD 2 X 48PF-0 2103F 111E DOT CHORD MO s*IO drolly Aplled a
WEBB 2 X 4 OPF•° 2100F 16E'Ema r WEBS 1 Row a Sal E -F, C -F
W32 X4 WW Sbd
MACRONS Mosta) &1371/044, F•113IOsI
Ms Ham 8a139703,d as 4)
Mer LbM34-141(oad acs 4), F0-344(al as 4)
FARCES (b) -Fla Lad Gus Only
TOP CHORD 148'43, Ba -119:1, C4}4 0.0.4, E -F•402
BOT CHORD 134141067, G -*1057, F-0.1057
NUB C-s1ea,Cis`1208
NOTED
wadeS 25 R saw and, slip 6.0 dad dal
1) Thle Sala been designed tete wild bra Gens a ed W115 ran ground pass
bad and 0.0 psi bbcn Mr de, btu 100 M hon -86 p re oaanYle, a an °sup er edam I. asr1d9bn 1 mussed haldlq,
10011 by WO II nth apaS O ASCE 79-6 per 1MCIAN9°d T end walaaaaeWss Ina day re spayed to
lasses Is 133
m .Ipaa
wed. 'pada add 11111/ WO IS apnea b wind. Tae Mnbr CO. Maar 14131, and Ws plate Op
1) Thb bra 100 Sam dead Ow bad aaawad well any alher be baa Tse No. 16-B,
bre les bon Swiped pal pa
UBC -94.
dwNlndlnO 147 b rpa6 al jdA B and 344! 1200 d
I) Pada mdoaai oaaeala (by odes) at bus b Sang pas capable
OW F.
4) The has hates dadpea dB niwr i 1-1906 sable.
LOAD CR MB) Mended
•'HNT aV,IcnM.T.
£CSC 1'96 OLOG SO:ZT SO/40/01
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 2 &i(
Permit No.
I have this day inspected this structure and these
. �F_� premises and found the following tiogsneeded:
meiQ -C �Lt�L/, (/4-5-/ l g -8/1 �'
1 °''`
aL11I/7171p ( - c
It z sockD\c Jaltc1-l-or cit,cw' ,so1S+5
q cid 50�\0ik b\04 u .G1 .Rvr--±Ir v.A 5S -Q LA)
heal h+-. o02r L`.
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call forinspection at 970-384-5003.
Date 5 I 20 [DC/
Building Inspector 10114L' /!\2d
Phone (970) 945-8212
No
goy`
Job Addom Pawo-,
Owner baja
Cy
Contractor 01.-11k2�.
Setbacks:
51F
Soils Test
Footing
Foundation
Grout
Underground Plumbing1%b 'o(. ,Q I
Rough Plumbingy S -72 -06A -w.
Framing 5--12-06,E1kt.
Insulation r-/7-D6,6nt
Roofing
Drywall S-3/'cc
Gas Piping 5 -l2 -0G00>14
Assessor's Parcel No..-/a'73(o t(- co -o o
Date /7tK(Ds
BUILDINQ PERMIT CARD 1
171
satv45, Geo. 6 42"6-144 ,144 )�2.4$u41•
AddressiRAK 1.4°2(8 M•Cfi(V7 Phone #
Front
Address Phone # 8rt-Sc6y
Rear RH
INSPECTIONS
[ i _,//l
t2 -►9-o ±
EXTERIOR
Address No.
Drainage
Decks -support & clearance to wood
Decks -stern & rails
Exterior locks
Fleshing around doors & windows
Insect screens
INTERIOR
GARAGE
Fire wall separation
Service doors -131'
7-
1
Door (20 min.) wfauto closer -13/4" min
Mech. equip. 18" above floor
No opening into sleeping area
BASEMENT -CRAWL AREA
Access
Insulation
Headroom/Stain
Ventilation
tvlf
t/
LH
Zoning
r
Weatherproofing
Mechanical
Electrical Rough (State) yG /2'O� C4-0
Electrical Final State) (o -Z 5-06 BP
Final • hecklisl$ om 1 ted2 ✓
Certificate Occup: cy # 537f
Date
sta
Septic System #
Date
I Final
Others t
NOTES
FINAL CHECKLIST
MECHANICAL ROOM
Boiler
Hot water
F.A. ga&oil
Floor dram
Clearance
Air con system
Hot water neater
Combustion air
Gas piping. valves
LPG Drain
FIREPLACE/STOVE
Clearance to combustibles
Termination of chimney
Combustion air
7 -
Hearth (12" or 20" on sides)
Glass doors
CertifiedW yLto 4
i/
REMARKS
(continue on back)
STAIRWAYS
Headroom (061
Ruling & guardrails
Width
Rise & run
KITCHEN
Clearance above gnll
Exhaust tan
Broiler exhaust (1 hr. chase)
BEDROOMS
Egress
✓
Smoke detector
BATHROOMS
Exhaust fan
Shatterproof glass
OTHER
• INSPECTION WILL NOT BE MADE UNLESS
' THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
)oily s s
cars -
BUILDING
ars
BUILDING PERMIT
GARFIELD\�COUNTY, COLORADOg_
Date Issued.AMOS Zoned Area Permit No...I14rY[�
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the coning, 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.
P;n,sp,,a
Us�uSltuj w 's
Add r Legal Description
Owner DOO le A C16.
V4 Contractor 0(1)
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing /1. -72----(6 494
Driveway 04' /10,_
Foundation D.. - 19 _ oS !a✓Yc
%'3rOG
Underground Plumbing Flo -p4, Aiu
Insulation s 1'J-% km.
Rough Plumbing 3'_)1._0L _
Drywall 5--SI-o6 �
Chimney & Vent S =/L -0b ,Q»�
Electric Final (by StatO yr/Oj /f
Gas Piping S-_/ Z - o (,_
Final 1- by_ 06, 4f
Electric Rough (By State Inspector -)-°(-
Septic Final 02_5 _O6
Framing S -/ -o‘. 42714
(To include Roof in place and Wind s
and Doors installed).
Notes: hr-oL Fn-../.
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
APPROVED DO NOT DESTROY THIS CARD
Bath 4pi w By t�
IF PLACED OUTSIDE - C VER WITH CLEAR PLASTIC