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Permit No:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8" Street, Suite 201, Glenwood Springs, CO 81601 V/ ec )e", 6
Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-50039/4/6
Parcel/Schedule
Job Address: ,yLO ^, le pp rP
1 Lot No: Block No: Subd./ Exemption:
Z
Owner �Q l'� [2 +1r f 5
A roes! I .544
Ph:i57 .4.a� %4
Wk P
3
Contracto�n3 L�
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Address:
Ph:
Lic. No.
4
Architect/Engifeer:
6mri -
Address: Q J
sal mi-C�u
Ph: _
Lic. No.
57VV
No. of Floors:
o�
5
Sq. Ft. of Building:
Sq. Ft. of Lot: T a r..a�
Height/ i
6
Use of Building: %
G%1 (Of L
7
Describe Work: ,
•j/.' e r_ ���
8
Class of Work: A New o Alteration o Remove
Addition o Move
9
10
Garage: ❑ Single
o Double
Carport: ❑ Single
— o Double
Driveway Permit A 11 On -Site Sewage Disposal t/ Site Plan
(Septic)
Ni
11
_
Valuation o 'Work: S Adjusted Valuations: S g3 5A o, CD
12
Special Conditions:
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TICEPlan
A SEPARATE ELECTRICAL P T IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LA A REGULATI G CONSTRUCTION OR THE PERFORMANCE
OFCONST'� CTION./ ■
9 .
Ch k Fee:,
, } d
Permit Fee:
es J 1 75.-
Total Fee: Dated Permit Issued:
fO 3 /. 7.5 4)0
OCC Group:
! l.`�
L-C
Coast. Type
-Ai It 1110
Zoning:
Setbacks: e
- „lib .
Mann. Home: - • 'LADS No. & Fee:
�. —, toC ",i+
K:/_ ..!_�
. LiPP
APPROVALI
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V � '•
DATE
V
� F, ..
DATE APPROVAL!
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oi -iLrJ i r ' i• •M1�:
P {, -. ON H REB , ti TH . . `Jy- �, , , ,y;�e '+�;i.l •f,}� . AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
rti ► e1 1 C il I- y , SUB -#, i . I • EVIEWED BY THE BUILDING DEPARTMENT.
c��ii+��J' IN CONSID er ION OF THE ISSSUANCE 0 :IS PERMIT, iGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATI I ADOPTED BY GARFIELD CO PURSUANT TO AUTHORITY GIVEN IN 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 DESCRI BED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THERKAVI ER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES- THE RESPONSIBILITY FOR IESF: ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND I WNER. ENTS ARE
ONTENDED TO BE CONSERVATIVE Alp IN SUPPORT OF THE OWNERS INTEREST. f COf
C.artoA.003
� f r _ _ I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UlYl1F'R3'I'AIYU I HE AGREEMENT ABOVE {INITiAI,]:
FEE ESTIMATE
FINISHED LIVING SPACE:X 69.00 =
UNFINISHED BASEMENT: X 41.00 CRAWL SPACE: -•- - X 9.00 =
GARAGE: X 18.00 = / d
UNCOVERED PATIO/DECK: S.OG =
COVERED PATIO/DECK: X 24.00 =
MISC.
MISC.
-)%r,(V-)74
OTAL VALUATION:
PLAN REVIEW FEE: 57j /
PERMIT FEE:
TOTAL:
/ (15Y 7'7
T
MANUFACTURED HOME SET UP FEE:
SEPTIC - PERMIT:
PERK:
PLAN REVIEW CHECKLIST
Applicant A Date -54s-L 3 0/
Building
Al 4. Engineered Foundation
//Driveway Permit yf-►sc/T
Site Plan
__...-Septic Permit and Setbacks
--Grade/Topography 30%
�Cttach Residential Plan Review List
inimum Application Questionnaire
if". Subdivision Plat Notes
414 Fire Department Review
aluation Determination/Fees
Line Plans/Stamps/Sticker
44 Attach Conditions
implication Signed
c.Plari Reviewer To Sign Application
✓a-cel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
Planning/Zoning
Property Line Setbacks
30ff Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
( (fie svcQtvice v3 g 3 grzilQ Coe. (
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1
.
KURTZ & ASSOCIATES. INCORPORATED Structural Consultants
5012 County Road 154 Phone (970) 945-6305
Glenwood Springs, CO 81601 Fax (970) 945-1093
GREG WATKINS
c/o High Country Carpet Care & Restoration
P. O. 192
Silt, Co. 81652
RE: Barn Structure at 460 County Road 259 (460 Jewell Lane, Silt Mess)
Garfield County, Co.
April 2, 2004
At your request, on 20 March 2004, I performed a structural inspection of the noted structure. 1
understand that you constructed the 2 story, wood framed structure in the fall of 2003 as an agricultural
building. As such, a building permit, plan review, and inspections were not required by Garfield County at
that time. Further, I understand that Garfield County has requested that the structural capacity be
evaluated relative to a change in use of the structure from an agricultural barn to a barn which includes an
office on the second floor.
In plan, the two story structure measures approximately 40'-0" east - to - west by 24'-0" north - to
- south. On both the north and south sides of the two story structure, a one story, partially enclosed, one
story shed was also constructed. Each shed runs the full 40'-0" length of the barn, and is 13'-0" wide.
I understand that the floor of the 'barn' portion of the structure is a 4" to 5" inch thick concrete slab - on -
grade that was placed monolithically with thickened edges. I understand that the thickened edges are 16" to
18" deep and reinforced with continuous #4 rebar top and bottom. The floor slab appeared to be in
excellent condition: I observed no significant cracks ill the slab, there was no signs of deterioration or
differential settlement. At the time of the inspection I recommended that, to protect the foundations from
frost heave, that the exposed edges of the slab, on the east and west sides of the building, be protected with
a skirt of rigid insulation. The continuous skirt should extend 12" from the face of the slab. The insulation
should be l .1/2" thick extruded polystyrene.
The two story wood framed 'barn' structure is as follows:
1. Premanufactured roof 'common' roof trusses, spaced at 24" on center, span 24'-0" north -to -
south. The trusses are stamped by Trus-Fab of New Castle, Co. for a total load capacity of 60
PSF and a spacing of 24" on center. Each truss is attached to the wall top plate, each end, with
a standard hurricane tie.
2. Upper level exterior walls are 2 x 4 studs spaced at 16" on center. Maximum window openings
are 6'-0" wide. Headers above the windows are (2) - 2 x 10's, typical, and the headers are all
supported each end with (2) - 2 x 4's (one jack + one king).
3. Floor joists for the upper level floor of the 'barn' are 16" BC1/650 premanufactured 'I'
I'
2
joists (Mfr. = Boise Cascade Corp.). The 16" deep joists are spaced at 16" on center, and
they clear span 24'-0" north -to -south. The floor joists are structurally adequate to safely
support the in -place dead load plus a office design live load of 50 PSF.
4. Perimeter framed walls which extend from the foundation and support the upper level floor
are 2 x 6 studs spaced at 16" on center. There are no openings in the lower level, north and
south, bearing walls. There are two 4'-0" wide window openings in the lower level west wall.
There is a 9'-0" high by 10'-0" wide garage door opening in the lower level east wall. The
garage door opening is framed with a (3) - 1.3/4" x 11.7/8" LVL (Laminated Veneer Lumber)
header. All of the lower level wall framing is structurally adequate.
The one story shed structures on the north and south sides of the barn are framed as follows:
1. Rafters span 12'-0" north - to - south from the bam to an exterior post and beam line. The
rafters are 2 x 6's (Hem -Fir No. 1 and No. 2) spaced at 16" on centers. The metal roofing is
supported on 2 x 4 purlins spaced at 30" on center which lay flat and span between the rafters.
The 2 x 6 rafters are slightly over -stressed when subjected to the design snow load of 40 PSF.
Our office recommends that the usage of the shed spaces be limited to storage.
2. The rafters are supported at the north and south wall of the barn with LU-24 joist hangers
nailed to a continuous 2 x 6 wood ledger. The ledger is screwed and nailed through the
structural wall sheathing to the BCI rim joist. The screws consist of 1/2" diameter lag screws
spaced at 32" on center, Nails consist of 16 penny nails at a variable spacing, from 12" to 16"
on center. Our office recommends that the ledger - to - rim connection be strengthened with
with addition of 1/2" diameter by 4" lag screws spaced at 32" on center mid -way between the
existing lag screws.
3 , The post and beam system which supports the `outside' edge of the shed rafters consists of
4 x 4 posts spaced at 8'-0" on center with (2) - 2 x 8 beams spanning between posts. The post -
to beam connection utilizes light gage, galvanized, nailed post caps. The posts are supported on
10" diameter concrete piers with light gage, galvanized post bases. The post and beam system
is structurally adequate.
Our office performed a structural analysis of the framing system. Ail components of the system
are structurally adequate, except for the noted exceptions.
In summary, our office recommends; 1. The addition of the rigid insulation to `frost protect' the
exposed portions of the foundation. 2. The shed ledger - to - barn rim connection be strengthened. 3. The
sheds be limited to storage or agricultural uses. (Alternately, the shed rafter systems could be upgraded
with the addition of 1.3/4" x 5,1/2" LVL `sister' rafters spaced at 32" on center.)
The code enforcing agency for the project is Garfield County. The current code adopted by the
county is the 1997 Uniform Building Code (UBC). It is our professional opinion that the structure is
adequate to safely withstand design snow loads of 40 PSF, and Exposure B wind loads with a basic wind
speed of 80 MPH. The upper level floor of the two story structure is adequate to safely support a design
floor load of 50 PSF.
3
Please be aware that this report is limited in scope to those conditions which are directly related to
the framing and foundation systems. Thank you for contacting Kurtz and Associates to assist you in this
matter. Please feel free to contact us if you have any questions or require further information.
Sincerely,
Kurtz and Associates, Inc.
Brian Kurtz, P.E.
ito-1141-06
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Designate North Arrow
Your Neighbor's
Name & Address
.47e
jzIt.to
tiro
e
e to Fit
0
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t.
Llate well, all streams, inigati to dischs, and any water courses. Draw in your house,
septic tank &
detached garages, and driveway.
a change of location is necessary, you must submit a corrected drawing, before a
Certificate of Occupation will be issued.
County Road (Note the Road Number and Name) t I! D-t' `
ids edigpsdniiii,dosilpktios
41 A..'6%
Yous Neighbor's
�
�tane & Address
D
D
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(14 SEPTIC TANK ( ) AERATION PLANT
( ) VAULT PRIVY ( ) COMPOSTING TOILET
( ) PIT PRIVY ( ) INCINERATION TOILET
( )
VAULT
RECYCLING, POTABLE USE
RECYCLING, OTHER USE
CHEMICAL TOILET( ) OTHER -DESCRIBE
FIN DISPOSAL BY:
( ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER -DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Y1O
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the
Percolation Test)
Minutes per inch in hole No. 1 Minutes per inch in hole No. 3
Minutes per inch in hole No. 2 Minutes per inch in hole No.
Name, address and telephone of RPE who made soil absorption tests:
Name, address and telephone of RPE responsible for design of the system:
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law.
Signed
PLEASE DRA
Date 74��/
AN ACCURATE MAP TO YOUR PROPERTY!!
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER (t f`'� Weir/'n5
ADDRESS 62V4,4° C. A . ds-9 R r:Ek-
CONTRACTOR ram. Cr,- 7Dn'e
ADDRESS PHONE
PHONE p'9`t71,
PERMIT REQUEST FOR (i NEW INSTALLATION ( } ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City of Town Q �C Size of Lot 171. 96 GiC -
Legal Description or Address 0/7/(7 C. i?' X4t .- lte,
WASTES TYPE:
DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON -DOMESTIC WASTES
( ) OTHER —DESCRIBE
BUILDING OR SERVICE TYPE: 7z1M 0J)
Number of Bedrooms 5. Number f Persons 4
() Garbage Grinder (Automatic Washer ( Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (Y1WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier: /
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: '�` R
Was an effort made to connect to the Community System? 'e�
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMTT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table
Percent Ground Slope
r
(
w
9 INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
bwner's Nam
{ System Location
• 'Legal Description of Assessor's Parcel No
.' SYSTEM DESIGN
1 � S;moo
1 V
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
109 Bth Str..t Sulte 303
Glenwood Springs, Colorado B1001
Phone (303) 945-3212
0
i
.20
Present Add i J[LT
1W& 02 4951
r / — 3YY-& -/
Septic Tank Capacity (gallon) Other
(minutes/inch) ;mbar of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements:
Date
Percolation
Rate
Inspector
•
Permit N" 3 9 6 i
Assessor's Parcel No.
This does not constitute
a building or use permit.
Phone( -1 VC( X..
2_ )
/47 dote-46A M .9340
gysd- /#I (/s �r6
S� ),e4'
/ Lief X
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System Installer C UY1k S-A—
Septic Tank Capacity 1 S b
Septic Tank Manufacturer or Trade Name
96. 1,5/G/0--tit/it,
Septic Tank Access within 8" of surface. ,p61
Absorption Area
Absorption Area Type and/or Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements ,I .6
� Other �j
Date %
'CONDITIONS:
1. All Installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter r
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 bythe 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 oonstructs, afters, 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).
Inspector k 1 t �t a ��� + l�
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
)
White - APPLICANT Yellow - DEPARTMENT
•
Designate North Arrow
Your Neighbor's
Name & Address
o c:1e
ro w0/
e to Fit
LcIcate well, all streams, irrig n ditchs, and any water courses. Draw in your house,
septic tank & ` ten , detached garages, and driveway.
la change of location is necessary, you must submit a corrected drawing, before a
Certificate of Occupation will be issued,
--- • =•••‘,
1
1
Yo Neighbor's
am & Address
County Road (Note the Road Number and Name) ev tr`1 r `ab 129e
enc ewpwsn6Oknpdon«
In summary, our office recommends; 1. The addition of the rigid insulation to `frost protect' the
exposed portions of the foundation. 2. 'Ihe sh 1 er -to - barn rim connection be strengthened. 3. The
sheds be limited to storage or agricultural uses. (Alternately, the shed ratter systems coureraded
with the addi oof 1.3/4" x 5.112" LVL 'sister' rafters spaced at 32 on ��
`Ic ofo / i
he code enforcing agency for the project is Garfield County. The current code dopted by the
county is the 1997 Uniform Building Code (UBC). It is our professional opinion that the structure is
adequate to safely withstand design snow loads of 40 PSF, and Exposure B wind loads with a basic wind
speed of 80 MPH. The upper level floor of the two story structure is adequate to safely support a design
floor load of 50 PSF.
L.