HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fax: 970·384-3470
Inspection Line: 970·384-5003
Building Permit No. ___ tlL16
Parcel No: 2183-231-00-060
Locality:
·--··-·""··--·---~-3'+ us
Job Address: 4424-CR 134 GWS
--·-~-.. -~-----·----
Use of Building: ~---~--_horse .~arn, employee housing/caretaker residence
Contractor: General Construction Group, LLC
Fees: Plan Check: $ 1,552.30 Septic: 73.00
"~--·---~--~~------
Bldg Permit: ~$~ ........ _2,388.15_ Other Fees:
----~~-.. -
Total Fees: _$_.. 4,013.45
Clerk: ~.(JSZ:D ...... --Date: _) D j_L/Ql __ I
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8fu Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212/ Fax: 970-384-3470 /Inspection Line: 970-384-5003
www.garfleld-county.com
is available at the assessors office 970·945·9134)
Authority, This aPPlication for a Building Permit must be signed by the Owner of the property, above, or an authorized agent. lfthe signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Permit cannot be issued without proof oflegal and adequate access to the property for purposes of inspections by the Building Department.
Other Permits. Multiple separate permits may be required: (l) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Permit.
Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within J 80 days of the date of issuance and if work is suspended or abandoned for a period of 180
days after commencement,
CERTIFICATION
I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
and specilications and other data submitted by me Or on my behalf (submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on
the submittals reviewed by the Building Department.
In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local Jaw regulating the wOrk and the Garfield County Building
Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the
Building Official from: (l) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation
of County Regulation(s) or any other applicable law.
Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorired agents, including v.ithout
limitation my architect designer, engineer and/ or builder,
I HEREBY ACKNOWLEDGE THAT l HAVE READ AND UNDERSTAND TilE NOTICE & CERTIFICATION ABOVE:
8-18-0~
STAFF USE ONLY
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 and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, 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, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
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, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A 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
C.O. for the building identified in the Building Permit.
tr-18-08
OWNERS SIGNATURE DATE
Bapplicationdecember2007
Garfield County
BliiLD/;'IfG & PLANNING DEPARTMENT
AGRICULTURAL EMPLOYEE AFFIDAVIT
FOR EMPLOYEE HOUSING
I, 'lJJVI'P efr/2~£,? , state that the residential structure
described below will be occupied solely as an agricultural employee dwelling unit
provided to an individual and related family member who is/are employed in an
agricultural use, including .farms, garden, greenhouse, nursery, orchard, ranch, small
animal farm for production of poultry, fish, furbearing or other small animals, as
prescribed in Garfield County Zoning Resolution Section 3.02.01 and in Section 2.02.02
Agricultural Land, on the property at which the dwelling is located and further, pays no
rent.
It is agreed that proof of employment, in the form of Internal Revenue Service Forms
W -2 or 1099 for each person employed as described above will be submitted to the
Garfield County Building and Planning Department upon request by the county.
It is agreed that this property will not be sold to another party without representing that
the agricultural employee dwelling structure is for agricultural employees only and may
not be used for any other purpose.
Property and Building Description:
Address 1/o/Z"/ COVNr?'f?MD !31 G-( <j'/t,o I
Assessors Parcel Number "}-/ 'iJ 3 ~ $ 1 ooo c., o
Building Description/Jf2./Z.<S£ fJtrrz/'1 /'rN;? f2ES/DBVC-E j!S611t
Building Square Feet Habitabfe ___ '2-'-'-q~~>.::..o _____________ _
Building Permit Number-=-----L-'-'-g":''()."'----------------
ISDS (Septic) Permit Number ___ ~...:·'-""D«--------------
Owner ~~ ~ OUJ/Vl'?~M~Signature)
Owner Address ~f.o. f?,oX5o8 CA'I!Sa,.JI)hui f?tC.z..J>
Date f5 ~ 1?-~t>S
Witness ______________________ _
108 8'" Street, Suite 401, qCenwoodSprings, Co[orad'o 81601
(970} 945-8212 (970} 285-2972 'Fa>;; (970} 384-3470
VALUATION FEE DETERMINATION
Applicant
Address
Date
-:R,:;o;::ar:Oi~ng";F~o"3rO:k-fP-"ro::.~p,_ _______ Subdivision
4424 C.R. 134 Lot/Block ..,9c;;.2;::9":.0,;8~=-"----------Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Carport:
Total Valuation
Crawl Space
Total Valuation
Decks/ Patios
Total
Covered
Open
Valuation
Type of Construction:
Occupancy:
Bam U occupancy
Apartment
Valuation
Total Valuation
sq.ft
sq.ft
sq.ft
sq.ft X $74.68
0 sq.ft
sq.ft X $41.00
sq.ft X $33.68
sq.ft X $18.00
sq.ft X $12.00
1508 sq.ft X $9.00
sq.ft X $24.00
sq.ft X $12.00
Commercial
4725 sf X $29.99
sf X
2590 sf X $74.68
sf X
sf X
sf X
0.00
0.00
0.00
13,572.00
0.00
·-llfl 1 7o'J.-.lS
.c fq3 I l..f;)._/' ;H>
335,123.95
348,695.95
FEE ESTIMATE
FOR SIFSTICK BUILT HOMES
(ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED)
FINISHED LIVING SPACE: zgqo sf X 74.68= (q31 tf?-{.J-0
UNFINISHED BASEMENT: ·"' /;t sf X41.00=
t~/A ' CRAWL SPACE: sf X 9.00=
GARAGE: tv/It sf X 18.00=
UNCOVERED PATIO/DECK: ftl/,4 sf X 12.00= -------
COVERED PATIO/DECK: ' tv/fo sf X 24.00= -------
MISC: b-~ !{-"\ ~'S 'f.. I'?,,~ ;:::
MIS~~·------------------
TOTAL VALUATION:
THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING
PLAN REVIEW FEB:
PERMIT FEB:
TOTAL:
PERMIT:
---(---SEPTIC=
PERC!
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
TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE
SUBMITTED FOR ALL APPLICATIONS.
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 comer 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 X
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 comer lot. Special setbacks do
apply.
Yes j..
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
properties), streams or water courses?
Yes )<
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes 'f...
2
5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal govermnent or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agencies
Yes '/..
6. 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 "/..
7. 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 tv/A No ____ _
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits? ,
Yes l'i{A No ____ _
9. 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
loads?
Yes Y.,.
10. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes 'b
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roofrafters or joists or trusses?
Yes 'f ~
12. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes f-
13. 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 )\
14. 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 P/A No ·
3
15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC?
Yes fii/A No _____ _
16. 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 "':/-·
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes Y.,
18. 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 ______ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes ":£,
20. 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 {ll/A-
21. Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation or substantial modification of the plans.
Yes rr/Pt
22. Will this be the only residential structure on the parcel?
Yes No X Ifno-Explain: f/oP-S€ MfZIV/cA14zr/ll<GIZ. t£»1Pt?M:'£
23. Have two (2) complete sets of construction drawings been submitted with the application?
. Yes 'f....
24. Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long?
Yes '/..
'
4
25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes )(
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?
Yes ____ -+~-------
27. Does the plan accurately indicate what you intend to construct and what will receive a fmal inspection
by the Garfield County Building Department?
Yes X
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes X
29. 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 Imx_act" or "Septic System" fees required, at the time you pick up your building permit?
Yes ·
30, 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 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in
to 384-5003.
Yes )( No . -----------
31. 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 X
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a fmal inspection prior to receiving a Certificate of Occupancy and occupancy of the
building? v
Y es. ___ --'1''-------
33. 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 'j.. ' .
5
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 ____ ~L------------
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.
Y es ____ -4-->-----------
36. Do you know that the local fire district may require you to submit plans for their review offrre safety
issues?
Yes J<. (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 ')( ·
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate o Occupancy?
Yes tJ A-
Ihereby acknowledge that I have read, understand and answered these questions to the best of
my ability.
Signature o Owner Date
(days); ___ 5_A_f'll_£ _____ (evenings)
Project Name: 'Bit~ /CAfZf?T/tl(l#~ (2PJP£JKE
Project Address: __ ____c/f_t.f_'Z_Y __ c.._~_I_~_'I __ G.:;_'_LG:_-AJ_wc,_o.D __ 'S_f>_i!-_vv_r:f_5 ____ _
6
Notes:
If any required information is missing delays in issuing the permit are to be expected. Work may not
proceed without the issuance of a permit. If it is determined by the Building Official that additional
information is necessary to review the application and plans to determine minimum compliance with the
adopted codes, the application may be placed behind more recent applications for building permits in the
review process and not reviewed until required information has been provided and the application rotates
again to first position for review, delay in issuance of the permit or delay in proceeding with
construction.
BpminreqDec2007
7
. GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 JRC, IBC, IFGC, JMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload (measured at the roof): 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000ft.
7 SPSF 8001 to 9000ft.
lOOP SF 9001 to lOOOOft.
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R301.2.1.4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation.
Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R-Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-38 log construction and steel
rafter construction.
• Walls Rvalues are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R-values are R-19.
• Basement wall R-values are R-10 beTow
grade, R-19 above grade.
• Slab perimeter R-value and depth is R-
10/36in.
• Crawl space wall R-values are R-10 below
· grade and R -19 above grade
If floors over crawl spaces are not insulated, the crawl space walls must be
insulated. Basement wall must be insulated to frost depth. Common walls
garage to house must have R -19 insulatibn. Common ceiling/floor garage
to house must have R-19. Take precautions to protect plumbing in these
areas.
~00
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PLAN REVIEW CHECKLIST
Applicant e.f.s!kf Pwe.t)$6 Date '1-z£, m
Building
/'
v" Engineered Foundation
/ ~riveway Permit (_
/s~eyed Site Plan
/;~ptiq Permit and Setbacks
4r~e/Topography 30%
!1./l._Attach Residential Plan Review List
,./
~;:Uum Application Questionnaire
p_tksubdivision Plat Notes
J-lJtFire J?>partment Review
"' _Au!!tion Determination!F ees
~Line Plans/Stamps/Sticker ,.. .. ...-··
/Attach Conditions --...... -·
~pplication Signed
4~ Reviewer To Sign Application
/Parcel/Schedule No.
~40# Snowload Letter-Manf. Hms.
7 Soils Report
GENERAL NOTES:
Planning/Zoning
/rroperty Line Setbacks
/3'~ft ~trearn Setbacks
~Plain st~4
/B~ilding Height
~·--· ~-
./'f:Uing Sign-off
_fi_4Road Impact Fees
/:Ld_HOAI)JRC Approval
~ __ Grade/Topography 40%
'T-l[\ Planning Issues
__ Subdivision Plat Notes
Bill To:
Garfield County
Road and Bridge Department
P.O. Box426
Rifle, CO 81650
Phone-(970)625-8601 Fax-(970)625-8627
Invoice
Driveway Permit Number: GRBOS-D-83
Invoice Date: 8/14/2008
Roaring Fork Properties
POBox 50S
Carbondale '
co· 81623
$75.00 per Driveway Permit.
· Driveway Permit Fee: $75.00
Total Due: $75.00
Thank You!
Garfield Coun
Application for Driveway Permit
Person Obtaining Permit: Roaring Fork Properties
Application Date: 8114/2008
County Road Number: 134 District: Glenwood
Permit NTJ.mber: GRB08-D-83
Termination Date: 9/14/2008
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 Road, 134, At Address of 4424 CR 134, 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 detail including:
I. Frontage of lot along road.
L .. :Distance from centerline of road to property line.
3. Nurnber ofdriveways 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 ofbuildiug(s) and.other s!rtjpture 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 property 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 must be done prior to any CO from the Building and Planning
Department being issued.
1 0) Contractor agrees to all Provisions in Exhibit A.
Special Conditions:
1. Driveway Width-30ft
2. Culvert required? True Size: 15 inch by 40ft
3. Asphalt or concrete pad required? False Size of pad:
4. Gravel portion required? True Length: 50ft I;.,·,
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.
Signed: ~ s~~t$::>::7 {)J..J,..,~; .1'-V"NAif-.,;ye_
Ro i ork Properties
Address: ?!:>.~D)( ::568' CA~~Q,Al..G" '/3/(,;,'2-'?:,
Telephone Number: G/o)cy"?;.D,... 5o55
' /
Permit granted 8/14/2008, subject to the provisions, specifications and conditions stipulated herein.
For Board of Coun Commissioners' of Garfield County, Colorado:
Representative of Garfield County Road and Bridge Signature
Specifications
I. 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 (I 00) feet. Additional entrances or exits for parcels having a frontage in. excess of one hundred 1 00)
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 driv.eway 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 twerity{20) feet measured at rightangles to the centerline·ofthe driveway, except as increased by
permissible radii.
8. The axis of an approach to the road may be at a 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 less than twenty (20)
feet from the pavement edge. Approach grades are restricted to not more than ten percent (10%).
II. 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.
Driveway Permit Form
I. Permit Owner:\ L _,_,E.:oof9'-Lt'-=1Z-"-I.tJ--'--"'G---'--~--'o""~:..:.l5_,__...1p_-g.'-=-""Ci'.'-'e"-'~""-'-'-'-'-=t=-=S.::::... ___)
2. Address: ['._6. ]3o >( 5'o8 C,f.Jf.l!':tft-JO'rU: 8!~2?\
3. City: Carbondale 81623 D Glenwood 81601 D
New Castle 81647 D Silt 81652 D Rifle 81650 D
Parachute 81635 D Other J G/112-CO --C.."T( 1'2.D f?.'-1 J
4. Phone No: 1(~11ol~:26 -£Yo'>> I Fax No: l[3ib] 317 -7tt?1 I
5. County Rd. No.j \3 1-f I
6. Nearest Intersection or Address: 1 ~~Zi../ CT'i ~l> i'>¥ I
7. Distance from Intersection or Address: \ tJ/fr I
8. Direction from Int. or Address: N D E D S D W D
9. Sideofroad: N DE D S D W IXl
10. Width of driveway: 30-foot g] 40-foot D Othe~L _____ _J
11. Culvert required: ~ No ~lw""'l ~'1
12. Sizeofculverttequired: 12-inch D IS-inch~ 18-inch D
Other
13. Length of culvert required: 30-foot D 40-foot ~ Other L...... ____ .J
14. Asphalt or concrete pad required: yes D No~
15. Size of pad: 30-foot wide X 10-foot long X 4-inches thick: Yes$-
16. Size of pad: 40-foot wide X 10-foot long X 4-inches thick: Yes D
17. Size of Pad: Other
18. Gravel portion required: Yes ~ No D
19. Length of gravel portion: 40-foot~' 50-foot [5(1 I 00-foot 0
20. Trees, brush or fence removed for visibility: Yes D No _1/Q
21. Distance and direction from driveway to be removed:
18. No more than 3% slope away from County Rd:
22. Driveway must be constructed so no drainage accesses County Rd.
from driveway:
23. Certified traffic control required: Yes 0 No ILl
24. Work zone signage only required: Yes [1§] No 0
20. Inspection of driveway will be required upc-~ completion and must
be approved by person issuing permit or representative of person
issuing permit.
21. Person issuing permit: j 7/\.)r~
22. District permit issued in: 1 )EJ' 2 0 3 0 Date: tlo· !.J'• tJ(fJ
Bill To:
Garfield County
Road and Bridge Department
P.O. Box426
Rifle, CO 81650
Phone-(970)625-8601 Fax-(970)625-8627
Invoice
Driveway Permit Number: GRB08-D-81
Invoice Date: 8/14/2008
Roaring Fork Properties
POBox508
Carbondale ,CO 81623
$75.00 per Driveway Permit.
Driveway Permit Fee: $75.00 ·-··-·------·-·-·-__ ., _____________ .. _ ---··-
.Total Due: $75.00
Thank You!
Garfield Coun
Application for Driveway Permit
Person Obtaining Permit: Roaring Fork Properties
Application Date: 811412008
County Road Number: 134 District: Glenwood
Permit Number: GRB08-D-81
Termination Date: 9114/2008
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 Road, 134, At Address of 4424 CR 134, 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 detail including:
l. Frontage of lot along road.
2. Distance from centerline of road to property line.
3. Number of driveways requested
4. Width ofptoposed driveways and angle of approach.
5. Distance from driveway to road intersection, if any.
6. Size and· shape of area sepaniiing driveways if more than one approach.
7. Setback distance ofbuilding(s) 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 property 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 mnst be done prior to any CO from the Building and Planning
Department being issued.
10) Contractor agrees to all Provisions in Exhibit A.
Special Conditions:
1. Driveway Width-30ft
2. Culvert required? False Size: by
3. Asphalt or concrete pad required? False Size of pad:
4. Gravel portion required? True Length: 50ft
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. drivew'!y 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.
Signed: -~~"""'p OWtva..b-/<1/JC:l;tz
oaring Fork Properties
Address: ;J?p, s;,6);( ~fr Cfl'I?-.~I>AL,; f}bz_p.
Telephone N umber: __ ~,__'1_7...,~),___,0__,'3c_6_-_;;l_o_~_£ __
Permit granted 8/14/2008, subject to the provisions, specifications and conditions stipulated herein.
For Board o~m~~~rfield County, Colorado:
Representative of Garfield County 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 BO located that the flared portion adjacent to the traveled way will not encroach upon
adjoining property.
7. • No commercial driveway shall havd\ 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 alright angles to the centerline of the driveway, except as increased .by
permissible radii. ·
8. The axis of an approach to the road may be at a 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 less than twenty (20)
feet from the pavement edge. Approach grades are restricted to not more than ten percent ( l 0% ).
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.
Driveway Permit Check Off Form
3. City:
Parachute 81635 0 Other I Grve.Lo ·-CT\{ ~D 131 I
4. Phone No: I G:7D)'J'3D:2o??l Fax No: I(~Jo)'317-7477 I
5. County Rd. No: [_I ___ _._\3.:::;.__,4~--------'1
6. Nearest Intersection or address: \ q~ Z.L./ C...T'( 'E,\) \31-) \
7. Distance from Int. or address: I fV /A-I
8. Direction from Int. or address: N0E0s0w0
9. Side of road: NDEDsD w[XI
10. Width of driveway: 30-foot IZJ 40-foot 0 100-foot 0
Other:t__ __________ _j
11. Culvert required: Yes O No ['2g.
12. Size ofcu1vert required: 12-inch 0 15-inch 0 18-inch 0
Other:
13. Length of culvert required: 30-foot 0 40-foot Oothe~ I
14. Asphalt or concrete pad required: Yes 0 No 0
15. Size of pad: 30-foot wide X 10-foot long X 4 inches thick: Yes~
40-foot wide X 1 0-foot long X 4-inches thick: Yes 0
100-foot wide X 20-foot long X 4-inches thick: Yes 0
Other:
16. Gravel portion required: Yes iZl No 0
17. Length of gravel portion: 40-foot ~50-foot 0 1 00-foot D
18. Trees or brush removed for visibility: Yes D No 0
19. Distance and direction from driveway to be removed:
20. Driveway must be no more than 3 % slope away from County road.
21. Drive must be constructed so no drainage accesses County road from driveway.
22. Certified traffic control required: Yes D No 12:}
23. Work zone signage only required: Yes 0--No D
24. Stop sign required at entrance to County Rd. Yes D No ·1;2J.
25. Inspection of driveway will required upon completion and must be approved
by person issuing permit or representative of person issuing permit.
26. Person Requesting Permit:
27. Person issuing permit:
28. District permit issued in:
29. Date checklist completed:!
~----------------------------~
No. -------------------2183-231-00-060
10/1/201.1$
:~· _ BUlL lNG PERMIT CARD
Job Adjiress ____ 44_24 __ C_R_1_3_4_G_W __ S ___________________________ _
Owne/<oG\rtnq ReerkiRg Fork Properties Address __ P_O_B_5_0_8_C_'d_a_!e ___ Phone# 970-930-5055
\
Contractor _____ G_e_n_er_a_l _c_on_s_t_. G __ ro~u_p ____ Address same Phone # 970-963-8383
Setbacks: Front Rear _____ RH ____ -,--LH ______ Zoning g§f.:Sz..rz._
horse bam/caretaker res. (emp. Hsg) INSPECTIONS 37Cf-7Z: 5 I
Soi Is Test -=--:.~=,--7"r-:-:-----.....-;--
Footing /0 -1-o'fS XJiiL; J?
Foundation /c2~/t:.!·<?B :??;lrJ
Grout ________________ _
Underground Plumbing /O -;v..-<% ~
Rough Plumbing ':Z -'-t.> "-~7
'·
Framing -~o .:< -:3-~~
Insulation -::3 -~~
Roofing-----..-----------
Drywall 3--?..3~ / 7 Gas Piping I Z. -23-c? $ '-,/c_LJ,
c)(-~alt ~U Dk )P·ii?f3~ NOTES
~ We-O .e;.:;z9...c2"~
Weatherproofing -:-::-=---::-:r=-------::-----
Mechanical ¢~1/J--Of ~ ~ a~·j;-1!!'A <
Electrical Rough (State) __________ _
Electrical Final (State) ______ ---:-=-:rl--
Final ff'·U·¢fi /C.he._ckllst Co3)ll,ted~. ~
certificate g~~:_P-t{??:-"inc~1 ..,.# Jf5.,.,_ ""'--'-o_71_. ~?_.l'-'.'-'ca_.,_,t----
Septic System # ___ gsk . ..L~!..L-±-::--==------
Date iD·l ·ffi
Final 2-· :Zro Cf bq ~
Other ____ -=----------v~---------
./1 ..SIP. PJ2-~ j?.
(continue on back)
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTiON w;LL NOT BE MADIE UNLESS
THIS CARD IS POSTED ON THE JOB
Date lssued __ ,"-'O=-·_,l.__•_,D0"'-----------Permit No. _l_ll1!2 ________ _
AGREEMENT
In consideration of the issuance of the permitz the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NUll AND VOID.
useborse ~~00\A~frar~ r~d~e__
Address or Legal Descroption_£.,. \ etten Wood bprir19S
Owner~'l«V: ~:me. Contractor&nerru C'.ovEt 6n:H f2
Building Permit Type 'Pe~ 1dentia.l.
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing . Driveway
/b -1-'D/S ~
Foundatln I ~outing Insulation -s-;::s-& r ~"4
i0-2.;,-b Ef.4. ~D'<~ 3-.;).(f)-<9'!~ c;d~
ld-1"1-o ""t:J/M£ !J/'C
Underground Plumbing /b'-Z"--oS' l"f;h '· Drywall
... ) ... -<..,) ..... c ~ ~-~., '1~
Rough Plumbing !Z-'7-0$ yZV: Electric final (by State inspector}
{Prior to Final)
Rough Mechanical ;) -J'l-0~ /}71( ;; -w-<-() /c 4/rl""'z Septic Final g<!a/ ~ ~~
c:Z;._.r ~~.Z'r ~ 1/--;z 9-09 WT'--
Gas Piping /Z-f"-tJ if' yW_ FINA~ 'b-:z/·0'7 ~f?;/1~
Elec!ric Rough (by State lnspectorlJ--G·OJ' IJ.f' {You Must Call For Final Inspection)
(Prior to Framing) Notes
Framing2,J1)·0'J Nn{~'-o/( ~
14" ~ ~ 3-;;w--df f~£..
(to indude Roof in place & Windows & Doors installed & Firestopping in plfce)
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970-384-5003 Office 970-945-8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
~::eR_ov_E_D..._\,..O'-'·Jli_·O~~""'-----..--Jar: \n ~~-~ PROTECTP:~~;FROMW~~ar-...,._~
(DO NOT LAMINATE)
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 3.,:...C>s-c.e1(. /-:::> %
Permit No. /// Z. S
I have this day inspected this structure and these
premises and found the following corrections needed:
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction{s) have been made, call for inspection at 970-384-5003.
Date .:3-/3
I
Building Inspector ----------------
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at (!_/( /3 f
Permit No. ///;2$'
'
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 correction(s) have been made, call for inspection at 970-384-5003.
Date ;1-lt:J-O 2 20 ?4~--:.
Building !:Spector~
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at ~3::...--J-f_.i.J&~::> =-::S---'c==-·.!..:.,<"-· _,,f~::S~f-,__ ___ _
Permit No. 1/,/Z 0
I have this day inspected this structure and these
premises and found the following corrections needed:
s??(;c=-'J? 0~/L/.e:-&,:'5 ~ a/ ALL
-,v'bsT§
50.00 Re-lnspection Fee must be paid prior to Re-lnspection
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.
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone {970) 945-8212
Job located at 3'16£ C!;! /3q
Permit No. Ill~ ~~~~-------------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
)(Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
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 /0-,??-;).. ~o~ 20 ~
Building Inspector ~
Phone (970) 945-8212
COUNTY OF GARFIELD • BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone {970) 945-8212
Job located at .:>1-(0 s-c/, /3<J
Permit No. _L_/_L_/-L/_Z-____,S=· __ · ________ _
I have this day inspected this structure and these
premises and found the following corrections needed:
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
4067214988 P.01
Eclipse Engineering, Inc.
•tructural eo!utlone
235 N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721-5733
www.eclipse-englneering.com APPROVED
Structural Clarification Item #7
Date:
Project:
to:
March 10,2009
Stene Rldg& Bam for David E!ffrees
Glenwood Springe, CO
David Effl'llllle
SUBJECf TO NOTED
EXCEPTIONS & IN&'PECTIONS
GARFIELD COUNTY
BillWlNG DEPARTMENT
~¥tB/o1 By tt:HP
FIELD COPY
From:
C:
Roarlllg Fork Propertii!lll
P.O. Box II
Carbondale, CO 81623
Troy leistiko, P.E.
Ryan Swentlk (RMlH),
. Jro INSPECTION WITHOUT
THESE PLANS ON SITE
page oi'
fax to Tom at General Construction, (970) il'l'il-2'1'34
Re: Master Bedroom
Reference the drawings for the above noted project dated 9·11-08 and stamped
by Troy Lelstlko on 9-12-08. The plan east and south walls of the Master
Bedroom are to be deleted for an expansion of that room.
1) Ref. Sheet 2: The 4x6 column supporting the (2) 1 %" x 14" LVL ridge beam
will be deleted as well. In lieu of the 4x6 column a (2) 1 %" x 14" LVL header
will need to be placed as shown on the attached Partial Roof Framing Plan.
The header will span approximately 16 feet and span between the 8x12
beams In the loft floor.
2) The wall that is to be deleted is a shear wall. The shear wall that remains
must be sheathed on both sides with Y, inch gyp board and :attached with 5d
coolers at 7" on center. Additionally, holdowns must be installed at each end
as indicated on the Partial Roof Plan.
Please call with any specific questions.
Attch: Partial Roof Plan
END OF STRUCTURAL CLARIFICATION ITEM #7
Clarification Item #7
Stone Ridge Bam
Page I oft
Iiese Er.gineerin9, inc.
ructt.~ral SQiutlor'1$
N. First St. West Mliwulo, MT 5980~
S""""d Floor Ph; (406).721·57;13
r .
' ' . : :
f i
: I
' \
i
www.eclipso-engl~oor!ng.cam
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EXCLAIM-42
Wood Burning Fireplace
NOTICE
Owner's Manual
Installation and Operation
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LISTED
DO NOT DISCARD THIS MANUAL
Important operating
and maintenance
instructions included.
A WARNING
Read, understand
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A wARNING
HOT SURFACES!
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and other surfaces are hot
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down.
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Keep clothing, furniture, draperies and other
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A WARNING
Fire Risk
For use with solid wood fuel or decorative
gas appliance only.
DO NOT install unvented gas logs.
Heat & Glo • EXCLAIM-36, EXCLAIM-42 • 4013-251 Rev C • 11/08
Geotechnical Investigation and
Pavement Recommendations
Stoneridge Ranch
Garfield County, Colorado
Project No. 27-036
March 26, 2007
Prepared for:
Mr. David Effress
Roaring Fork Properties, LLC
127 46 Juniper Point
Carbondale, Colorado
Prepared by:
Yeh and Associates, Inc.
0170 Mel Ray Road
Glenwood Springs, Colorado 81601
Phone: 970-384-1500
Fax: 970-384-1501
Stoneridge Ranch Project No. 27-036
TABLE OF CONTENTS
PURPOSE AND SCOPE ...................................................................................... 1
PROPOSED CONSTRUCTION ............................................................................ 1
SITE CONDITIONS .............................................................................................. 2
SUBSURFACE CONDITIONS .............................................................................. 2
Buildings and Structures ............................................................................ 3
Road Alignments ........................................................................................ 3
SITE DEVELOPMENT .......................................................................................... 4
FOUNDATION RECOMMENDATIONS ................................................................ 5
RETAINING WALLS ............................................................................................. 6
SLABS-ON-GRADE .............................................................................................. 6
SURFACE DRAINAGE ......................................................................................... 6
PAVEMENT RECOMMENDATIONS .................................................................... 7
Traffic Loading ........................................................................................... 7
Determination of Resilient Modulus (MR) of Subgrade for Design .............. 7
Asphalt Pavement Thickness Recommendations ...................................... 7
Concrete Pavement ................................................................................... 8
Hot Mix Asphalt Type ................................................................................. 9
Pavement Subgrade Preparation ............................................................. 10
Drainage Considerations .......................................................................... 1 0
PERCOLATION TEST RESULTS ....................................................................... 11
LIMITATIONS ..................................................................................................... 11
Appendices
Appendix A-Test Hole Logs
Appendix B-Laboratory Test Results
Appendix C-Pavement Thickness Design
Stoneridge Ranch Project No. 27-036
PURPOSE AND SCOPE
This report presents the results of our geotechnical investigation and pavement
recommendations for design and construction of the Stoneridge Ranch Parcel project in Garfield
County, Colorado. The subsurface investigation was conducted to provide recommendations
for foundation design and construction of a barn, utility building, lodge, box culvert and
pavement recommendations for roads and parking areas. The findings of our investigation and
recommendations for construction of the proposed structures and pavement areas on the
subject site are presented in this report.
The site investigation consisted of geologic reconnaissance and drilling of exploratory
borings to investigate subsurface conditions. Drilling of test holes was observed by a
representative of Yeh and Associates. Samples obtained during the field exploration were
examined by the project personnel and representative samples were subjected to laboratory
testing to determine the engineering characteristics of materials encountered.
Based on our investigation, Yeh and Associates completed an engineering analysis of
the subsurface conditions. This report summarizes our field investigation, the results of our
analysis, and our conclusions and recommendations based on the proposed construction, site
reconnaissance, subsurface investigation, and results of the laboratory testing.
PROPOSED CONSTRUCTION
We understand the proposed construction would consist of three building structures, a
box culvert and five roads for residential lot site access. The buildings and box culvert will likely
be supported on a footing foundation. We understand below-grade areas are not planned for a
majority of the buildings. A walkout level basement is planned for the proposed lodge. Cuts on
the order of 4 to 10 feet below existing grade are planned to achieve foundation elevation. We
anticipate foundation level for the box culvert would be near existing the groundwater level, or
about 8 to 10 feet below the grade at the test hole location. We anticipate minor grading around
the buildings to establish drainage and flatwork. The roadways were constructed using cuts on
the uphill side and fills on the downhill side. For the roadway areas, additional cuts (uphill side)
and fills (downhill side) may be necessary to achieve subgrade elevation.
1
Stoneridge Ranch Project No. 27-036
SITE CONDITIONS
The site is located approximately 2.5 miles south of Interstate 70 in South Canyon. A
majority of the proposed roadways accessing residential lots are located on the east side of
South Canyon Road (C.R. 134). The barn, lodge, and box culvert sites are situated on the west
side and adjacent to South Canyon Road. South Canyon Road is paved. The proposed
roadways were partially constructed to access future building sites. Roadways are planned to
be widened to about 20 feet. Generally, these roadways traverse through valleys and up onto
ridges. Additional widening operations will require additional cuts and fills to be constructed.
These roadways are steep in some areas with grades up to 16 percent. The proposed utility
building pad was graded. The exact location of the building was not determined at the time of
drilling, but will either be situated by an existing cut, or just to the west of the cut on previously
placed uncompacted fill. The proposed lodge will be situated in a valley that gently slopes up to
the west. The lodge will have a walkout level basement on the downhill or road side. The
proposed barn site is situated between the box culvert and lodge sites. The box culvert site
slopes gently down to the east, towards the road. At the tirne of drilling, there was about 2 to 3
feet of snow on the ground. Site access was difficult and required plowing and assistance frorn
heavy equipment provided by the client.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated on February 7 through 13, 2007 by drilling 42
exploratory borings. The approximate locations of the exploratory borings are presented on
Figures 1 and 2. Test holes (TH-1 through TH-6 and P-1) were drilled for the proposed building
and box culvert areas. Test holes (S-1 through S-36) were drilled for the proposed roadways
and parking areas. Percolation tests were conducted in the vicinity of the lodge site near boring
P-1. All test holes were advanced using a Drietrich D-50 drill rig with 4-inch continuous flight
auger to pre-determined depths where a modified California sampler was used to record blow
counts and obtain samples.
To perform the modified California penetration resistance tests, a 2.0-inch inside
diameter sampler was seated at the bottom of the bore hole, then driven up to 12 inches with
blows of an automatic standard hammer weighing 140 pounds and falling a distance of 30
inches (ASTM 01586). The number of blows (Blow Count) required to drive the sampler 12
inches or a fraction thereof, constitutes the N-value. The N-value, when properly evaluated, is
2
Stoneridge Ranch Project No. 27-036
an index of the consistency or relative density of the material tested. Bulk samples were also
obtained from the test holes. The results are shown on Appendix A.
Buildings and Structures
The subsoils encountered in the building areas consisted of interlayered clay, silt, sand
and gravel occasionally underlain by interbedded sandstone/claystone bedrock. Fill was
encountered in TH-3 to a depth of 7 feet. Bedrock was encountered at the ground surface in
boring TH-2 and at a depth of 8 feet in boring TH-6. The fill consisted of silty sand with cobble
and was medium dense. The silt and clay was medium stiff to very stiff. The silty and clayey
sand was loose to dense. The sandstone/claystone bedrock was medium hard to very hard
with varying degrees of cementation. Boring TH-2 encountered a softer lignite or coal layer at a
depth of 11 to 14 feet. The silty and clayey sand samples tested had 22 to 46 percent fines
(material passing the No. 200 sieve). The silt and clay samples tested had 51 to 53 percent
fines. Two samples of bedrock from boring TH-2 at depths of 4 and 9 feet exhibited low swell of
0.2 percent and compression of 2.0 percent, respectively, when wetted under an applied
pressure of 1 ,000 psf. The laboratory test results are presented in Appendix B and are
summarized in the Summary of Laboratory Test Results table.
Groundwater was encountered in TH-1, 5, and 6 at depths of 8 to 21.5 during drilling.
When checked several days after drilling, groundwater was measured at depths of 6 to 14 feet
in the same test holes. Variations in groundwater conditions may occur seasonally. The
magnitude of the variation will be largely dependent upon the amount of spring snowmelt,
duration and intensity of precipitation, local landscape irrigation practices, site grading changes,
and the surface and subsurface drainage characteristics of the surrounding area. Perched
water tables may be present.
Road Alignments
The subsoils encountered in the proposed roadways consisted of sand, silt and/or clay.
Weathered bedrock was encountered in borings 8-14 through 8-16. The clayey sand samples
tested had 27 to 46 percent fines (passing No. 200 sieve), liquid limits of 27 to 36 percent and
plasticity indices of 7 to 17 percent. The clay samples tested had 52 to 70 percent fines, liquid
limits of 29 to 39 percent, and plasticity indices of 10 to 21 percent. The sandy silt tested had
69 percent fines and was non-liquid and non-plastic. Clay samples subjected to swell testing
along the roadway alignment exhibited compression (0.6 percent) to low swell (0.3 percent)
3
Stoneridge Ranch Project No. 27-036
when wetted under an applied pressure of 500 psf. The clayey sand samples tested classified
as A-2-6, A-4, A-6(2-3), the clay samples as A-4(3), A-6(5-8), and the silt samples as A-6(8)
based on the American Association of State Highway Transportation Officials (AASHTO)
classification system.
Groundwater was not encountered in any of the roadway borings. Variations in
groundwater conditions may occur seasonally. The magnitude of the variation will be largely
dependent upon the amount of spring snowmelt, duration and intensity of precipitation, local
landscape irrigation practices, site grading changes, and the surface and subsurface drainage
characteristics of the surrounding area. Perched water tables may be present, but were not
encountered in these borings.
SITE DEVELOPMENT
We understand cuts of about 4 to 10 feet may be necessary to reach foundation level in
the proposed structures and of about 8 to 10 feet for the box culvert. Existing fill was
encountered during our investigation. We recommend all existing fill below improvements be
removed, moisture conditioned and recompacted. Existing fill can be reused in new fills
provided the materials are free of organics and debris. Medium hard to very hard silty
sandstone was encountered in the cut side of the utility building and in the area of the box
culvert. Excavation of sandstone bedrock may require heavy ripping and/or blasting. Stability
analyses of cut and fill slopes should be performed for the building sites and the roadway
alignment.
Areas to receive fill should be stripped of vegetation, organic soils and debris. The on-
site soils free of organic matter, debris and rocks larger than 6 inches can be used in fills. Fill
should be placed in thin, loose lifts of 8 inches thick or less, moisture conditioned to 0 to 3
percent above optimum moisture content for clay soils and within 2 percent of optimum moisture
content for granular soils and compacted to at least 95 percent of maximum standard Proctor
dry density (ASTM D 698). Placement and compaction of fill should be observed and tested by
a representative of the geotechnical engineer. A representative of the geotechnical engineer
should observe the base of all excavations to determine if complete removal of the existing fill
was achieved prior to new fill placement.
4
Stoneridge Ranch Project No. 27-036
FOUNDATION RECOMMENDATIONS
Based on the materials encountered in the test holes and our laboratory test results, we
anticipate foundation soils would consist of low swelling soils or bedrock or similar properly
compacted fill. We believe there is a low risk of swell and hydrocompaction of the subsoils and
therefore a low risk of foundation movement due to swelling or collapsible soils. We believe the
structure can be supported on a footing foundation constructed on the undisturbed natural soils
and/or properly placed fill. Improvements and foundations should not be placed on existing fill
materials. Recommended design and construction criteria for footing foundations are presented
below.
1. Foundations should be constructed on undisturbed, natural soils. Foundations
should not be placed on existing, uncontrolled fill. Loose, disturbed soils
encountered at foundation level should be removed and replaced with compacted fill
or the foundation should be extended to undisturbed soils.
2. Footing foundations can be designed for a maximum allowable soil pressure of 2,000
psf. The design pressure may be increased by 1/3 or as allowed by local code when
considering total loads that include wind or seismic conditions.
3. Continuous wall footings should have a minimum width of at least 16 inches.
Foundation pads for isolated columns should have a minimum dimension of 20
inches.
4. Resistance to sliding at the bottom of the footing can be calculated based on a
coefficient of friction of 0.30. Passive pressure against the side of the footing can
also be considered for the sliding resistance if it is properly compacted. Passive
pressure can be estimated based on an equivalent fluid density of 250 pcf for a level
backfill.
5. Grade beams and foundation walls should be reinforced to span undisclosed loose
or soft soil areas. We recommend reinforcement sufficient to span an unsupported
distance of at least 10 feet.
6. The soils below exterior footings or exterior edges of slabs should be protected from
freezing. We recommend the bottom of footings be constructed at least 3 feet below
finished exterior grade or as required by local municipal code.
7. All foundation excavations should be observed by an experienced engineering
geologist or geotechnical engineer prior to placement of concrete.
5
Stoneridge Ranch Project No. 27-036
RETAINING WALLS
If site retaining walls are planned, retaining walls should be designed for lateral earth
pressure. Walls that can deflect or rotate about 0.5 to 1 percent of the wall height can be
designed for "active" earth pressure conditions. For a very rigid wall where negligible deflection
will occur, an "at-rest" lateral earth pressure condition can be used. Typically, retaining walls
can rotate under normal design loads, and deflections result in acceptable performance.
If on-site soils are used as backfill, we recommend using an equivalent fluid density of
45 pcf for design of below grade walls for "active" conditions. The equivalent density does not
account for sloping backfill, surcharges or hydrostatic pressure. This value assumes that some
minor cracking is acceptable. If negligible deflections are desired, an equivalent fluid density of
60 pcf should be used for design. To reduce hydrostatic pressures, permanent retaining walls
should be constructed with a drainage system to remove water from behind the wall.
SLABS-ON-GRADE
Generally, silt, clay, sand and sandstone bedrock soils were encountered below
anticipated floor slabs. Based on our investigation, we believe these materials are suitable for
support of lightly loaded slab-on-grade floors and flatwork. Slab-on-grade construction is
considered acceptable for use when subgrade soils consist of the on-site soils, provided that
design and construction recommendations are followed.
The on-site soils, free of organics and debris, are suitable to support lightly loaded slabs-
on-grade. Slabs should be separated from all load bearing walls and columns with expansion
joints that allow minor vertical movement. Control joints should be used to reduce damage from
shrinkage cracking. All fill below slabs should be compacted to at least 95 percent of maximum
standard Proctor dry density at 0 to 3 percent above optimum moisture content.
SURFACE DRAINAGE
Surface drainage is crucial to the performance of foundations and flatwork. We
recommend the ground surface surrounding the building be sloped to drain away from the
structure. We recommend a slope of at least 6 inches in the first 10 feet for landscape areas
and a minimum slope of 0.5 percent for paved areas. Backfill around foundations should be
moisture conditioned and compacted as recommended in the SITE DEVELOPMENT section.
Roof downspouts and drains should discharge beyond the backfill area.
6
Stoneridge Ranch
PAVEMENT RECOMMENDATIONS
Traffic Loading
Project No. 27-036
20-year, 18-kip design Equivalent Single Axle Loads (ESALs) were estimated based on
our experience with similar projects. Table 1 shows the ESALs used for design of the proposed
roadways and parking. Complete calculations of the design ESALs for both flexible pavement
and rigid pavement are shown in Appendix C.
Stoneridge Ranch 36,500
Determination of Resilient Modulus (MR) of Subgrade for Design
Based on a combined sample and laboratory test results, an R-value of was measured 5
for the A-6 (12) soils. From this R-value, the resilient modulus was calculated using Equations
2.1 and 2.2 from the COOT 2005 Pavement Design Manual. The resulting resilient modulus
was 3,026 psi. The pavement design program DARWin version 3.1 was employed to determine
the AASHTO pavement thickness designs.
Asphalt Pavement Thickness Recommendations
Three alternative pavement designs are presented. The three pavement design
alternatives consisting of full depth asphalt, a composite pavement section using a combination
of hot mix asphalt (HMA) and Class 6 aggregate base course (ABC), and a chip seal over Class
6 aggregate base course. underlain by Class 2 subbase. Pavement section thickness was
determined in accordance with the 2006 COOT Pavement Design Manual. The parameters for
the preliminary pavement design are shown below:
7
Stoneridge Ranch Project No. 27-036
Initial Serviceability 4.5 Reliability Level, % 70
Terminal Serviceability 2.5 Overall Standard Deviation 0.44
Construction Stage 1 Resilient Modulus, psi 3,026
20 Year Design ESALs 36,500 HBP Str. Layer Coefficient 0.44
ABC Str. Layer Coefficient 0.12 Subbase Str. Layer Coefficient 0.10
The Darwin Program outputs of the pavement thickness designs are shown in Appendix
C and are summarized below.
Roads Full Depth HMA 20 6"HMA
and HMA + ABC + Subbase 20 4" HMA + 6" ABC Parking
Areas Chip Seal +ABC + Subbase NA Chip Seal + 6" ABC + 18" Subbase
A chip seal option was provided in the table above. We do not believe chip seal can be
designed for a 20 year life. During residential construction, due to heavy truck traffic and the
tight radii of the corners, we believe there is a high risk of rutting and flushing. Predicting a
service life of the chip seal is difficult and depends on placement, moisture intrusion into the
subgrade and maintenance. We believe chip seal at this site would require frequent
maintenance.
Concrete Pavement
We recommend concrete pavement for areas where heavy trucks with tight turning
areas are planned. These areas typically include trash pickup and delivery locations. Table 4
shows the recommended pavement thickness for these areas.
8
Stoneridge Ranch Project No. 27-036
Truck Drives, Trash and Delivery Areas
The design for concrete pavement was determined based on placement directly on the
existing natural subgrade materials, but in order to provide drainage and also an adequate
working platform for construction, we recommend that at least 4 inches of ABC Class 6 be
placed on the subgrade prior to construction of the concrete pavement.
Hot Mix Asphalt Type
For the asphalt mix, we recommend that the asphalt mix meet Grading SX (1 00) criteria
in accordance with the current CDOT Specifications. The SuperPave Gyratory Revolutions
(Ndes) for the asphalt mix should be 100. A performance graded binder meeting the
requirements of PG 58-28 is recommended for the SX(100) mix. The PG 58-28 is not a polymer
modified asphalt and is recommended to prevent rutting. This binder provides 96 percent
reliability against rutting and 98 percent reliability against low temperature thermal cracking to
accommodate slow moving and stop and go traffic.
Regardless of the pavement chosen, the asphalt mix for asphalt pavement should be
placed in 2 to 3 inch lifts. We recommend that if construction is delayed for winter, the lower 3
inch lift could carry traffic over the winter and the final lift could be placed in the following spring.
However, pavement rutting and excessive distress could occur if the lower lift is subjected to
heavy wheel loading or high turning moments.
Aggregates for hot plant mix bituminous pavement should be of uniform quality,
composed of clean, hard, durable particles of crushed stone, gravel, or slag. Excess of fine
material should be wasted before crushing. The specified gradation for a Grading SX is shown
below:
9
Stoneridge Ranch Project No. 27-036
Table 5-Specifications of Gradation for the Grading SX
Pavement Subgrade Preparation
Prior to placing subbase or aggregate base course and asphalt pavement, the entire
subgrade area should be scarified to a depth of 12 inches and recompacted to the specified
relative compaction with a moisture content in accordance with the COOT Standard
Specifications for Road and Bridge Construction. In locations where the in-place subgrade
contains more than 40 percent minus No. 200 sieve material, a separator fabric conforming to
COOT Separator Geotextile Class B should be installed prior to placing the subbase. Based on
our investigation, a separator fabric will likely be necessary for the entire site. Imported fill
material should be compacted in thin lifts to within 2 percent of optimum moisture content in
accordance AASHTO T 99 or T 180. The ABC should have a minimum R-value of 77. For all
layers, drainage needs to be addressed during construction to prevent pending of water and
provide for ease of construction. The pavement subgrade and each layer ABC should be proof
rolled with a heavily loaded pneumatic-tire vehicle. Areas which deform more than 0.5 inch
under heavy wheel loads should be removed, replaced if necessary and reworked to achieve a
stable subgrade prior to paving. We recommend that proof rolling and compaction tests be
performed under the direct supervision of a representative of the geotechnical engineer.
Drainage Considerations
The collection and diversion of surface drainage away from paved areas is critical to the
satisfactory performance of the pavement. Proper drainage design should include prevention of
pending of water on or immediately adjacent to pavement areas. All landscape sprinkler heads
and lines adjacent to pavement areas should be frequently checked for leaks and maintained in
good working order. Over-spray from sprinklers should be minimized. Concentrated runoff
should be avoided in areas susceptible to erosion and slope instability.
10
Stoneridge Ranch Project No. 27-036
PERCOLATION TEST RESULTS
Three percolation tests were performed near Boring P-1. The following table presents
the overall (4 hour) percolation rates for each of the three percolation holes. Each percolation
hole was originally drilled to 3 feet with a 6-inch auger and the holes were presoaked overnight.
The following day, all three holes were still holding water. Holes were cleaned out with a hand
auger, pea gravel was added to prevent scour, and then slotted (environmental) pipe was
placed in each hole for accurate measurements.
LIMITATIONS
The analyses and recommendations presented in this report are based upon our data
obtained from the test holes at the indicated locations, field observations, laboratory testing, our
understanding of the proposed construction and other information discussed in this report. It is
possible that subsurface conditions may vary between or beyond the points explored. The
nature and extent of such variations may not become evident until construction. If variations
appear, we should be contacted immediately so we can review our report in light of the
variations and provide supplemental recommendations as necessary. We should also review
the report if the scope of the proposed construction, including the proposed loads, finished
elevations or structure locations, change from those described in this report. The conclusions
and recommendations contained in this report shall not be considered valid unless Yeh and
Associates reviews the changes and either verifies or modifies the conclusions of this report in
writing.
The scope of services for this project did not include, specifically or by implication, any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions or biological conditions. If the owner
is concerned about the potential for such contamination, conditions or pollution, other studies
should be undertaken.
11
Stoneridge Ranch
Respectfully Submitted;
YEH AND ASSOCIATES, INC.
Richard D. Johnson, PE
Senior Geotechnical Engineer
Project No, 27-036
12
5011
site 11 ~~
S-7
x5013
site 13
/
/
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Legend:
5·1 • Indicates Ap · f E proximate Locations
0 xploratory Borings
Appro
EXI
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20x
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SCALE'
Legend:
TH-1 Indicates Approximate L
• of Exploratory Borings
P-1 Indicates Approximate L
• Profile Hole for percolati
Apprc
Ex
APPENDIX A
TEST HOLE LOGS
AND ASSOCIATES, INC.
GEOTf:.CHN!CAL f:NGINFS.riiNG CONSULTANT$
ProJect Stoneridge Ranch
Project Number :u -03()
D
0 Bo
Types
Modil-led California Sa:mpier, Tl1e symbol16/12 indicates that 16 blows from"' i40 pound
harnrner falling ~>O inches was used to dflve 2-lnd: LD. sampler: 12 inches.
~ Bc>lk sampie was obt«ined from au(Jer cuttings at the depths indicated.
~
ITITUI I 1 ,JJ
~
Indicates groundwater level measure(j a! ttl(~ time of drilling
Indicates qroundwater level rneasureti :several days r~fter drilling.
Fili with Sand as m<~jor soiL silty, s!i~.1ht!y moist to moist. dense, brown, dark brown (Sfd)
CLAY, silty to sandy, slight!y rnoist to wet. medium sliH to very stiff. brown, dark brown.
red-brown, qray (CL).
SILT, sDndy, ~-.llghtiy rnoisi to rno!st sllH. brown. dark brown (MLJ.
SAND. c!ayey, occ..asional ~1fBvel. ~;lightly 111o\~>t to moist loose t.o dense, brown. dark brown
(SC)
SAND. silty to onwe!ly, slighUy moist to rnoist loose to medium (J-ense. brown. dark brown
iSM)
GRAVEL, cl&yey to sandy slightly moist to wet. metilurn dense to very dense. brown, dark
brown (GC)
COALJL\GNiTF
WiEATHEF<l.ED SANDSTONE-."!CLAYSTONF (SHALE\ sHqhtly moist to moist mediurn hard.
gray, brown
INfERSEDOED SANOSTONE/Cl..AY.STDNF. (SHAL.E.), s!ight!y moist to moi;.,i., hard to vety
hard. brown. qray
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GEOTECHNICAL ENGINEERING CONSULTANTS Stoneridge Ranch
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APPENDIX 8
=========~=-=-============
LABORATORY RESULTS
1.0
0.5
,o
c'· ()()
-0.5
-1.0
-1.5
-2.0
<~.5
.. j()
0.1 10 I 00
I
]()()
1.0
0.5
0.0
-0.5
-l.O
-!.5
-2.0
~2.5
-3.0
I 0. l
I
I LO
0.5
~ 0.0
I
I
-0.5
-LO
-] .5
-2.0
-2.5
·3.0
0.1
I (I
7
J(J
!00
100
S\V ./
CONSO!Jl)ATlON
GRAI'H
i
I
!
i tl
I
() !
]()
0,5
()J)
(),5
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·L5
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·2,5
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]()
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I 00
:u,, i
CONI>OUD,~T!ON
H ASSOCIATES~ I
Project Nc: 27-036 Project Name: South Coflyrm Parcel
Moisture 1 limits Water % Swei! (+)! Classificailon
Building! Boring Depth Sample Content Dry """"' Gravel Sand Fines Soluble ConsoE-D
(pcf) >#4 <#200 LL PL Pi Sulfate Road No. (ftl Type (%} (%) {%} (%) (!) dation(-) AASHTO uses
"
Bam TH-1 4 CA 9A 86 ' 28 NL NP NP A-2-4 Sand, silty (SM)
Barn TH-1 9 CA 13,7 92 26 NL NP NP A-2-4 Sand, silty (SM)
_Utility 03 RPnmck
~ TH-? 9 CA 14.8 115 under 1,000 !/Shale
TH-2 14 CA iB.i 101 und~;;_ooo c -~=:-TH-3 4 CA '3.2 97 4G A-4 Fill, Sand, silty (SM)
s~~~~;~c TH-3 9 CA i i 98 53 Nl NP NP A-4 sm, sandy {ML)
Lodge : TH-4 9 CA 99 5i NL NP NP A-4 Si!t, sandy (ML)
Lodge TH-4 14 I CA 1 106 20 •0 A-2-4 Sand. silty (SM}
Lodge TH-5 g CA i4J3 '1 10 22 NL NP NP A-2-4 Sand, silly (SM)
Culvert TH-6 9 CA 19.3 , 98 43 I A-4 ~cu•v'"'•
!1--'er . : p 1 4 CA 11.1 B4 46 A-4 ("I) Sand, clayey (SC) Profile
'
v~~~dz s--18 0-5 Bu!k 10 1 '-.'-' 56 35 22 13 A-6 (5) Clay (CL)
v~~~2 s-21 0-5 Bulk 20.6 32 34 20 14 ' A-2-6 Sand, clayey (SC)
v~~~z S-23 1 CA 19.8 o~ !
~D unde~ 5~0 psf Clay (CL)
V~l!ey2 S-25 D-5 Bu!i<. 12.4 70 29 16 13 A-6 (7) ,
C!ay (CL) Road
Valley 3 S-1 0-5 Bulk 40 27 20 7 A-4 Sand, clayey {SC) Road , . '
V~lleyJ ' '
Road S~4 0-5 Bulk 52 35 21 14 I A-6 (5) Clay (CL)
v~~~d;; S~i4 2-5 Bulk 14.3 GO 34 i8 1-I A-6 (7} b "' '
Project No: 27-036
Sample Location -~·~-~·~=:r~==:;::==:..,---...j Moisture
Bul!d!ngi
Road
Bortng Depth Sample Content
No. (ft) Type ('Y<>)
H &ASSOC INC
Laboratory Test Results
Project Name: South C;,,.,Y v" Parcel
;..i -=--,..Gr.':.::ra:::d:::.a:::tlo::;n~,.....-f-'.A2tt=e;.:rb:.::e:.crg=Ur:m"'il;::s_11 \!Vater
Dry Density! Gra:el j Sand j Fines ! ! Soluble
(pcf) ! > #4 i (%) ' .. 1 < #200 LL ! PL P! I Sulfate
l (0/o) {%) J %
0/o Swell{+}!
Conso!l-
dat!on {-)
Cassiflcation
R-va!ue!------·--,·---------------1
Ai\SHTO uses
Valley 3 '1 I 0 , i ·, 1 Weathered Bedroc• ..
R rl S-15 2-5 . Bulk 18.7 I 38 .N 17 i? L A-6 (2) I Sandstone/Shale l--vHDa~~eaay~"3~t-S---,~5-r-5---10-.·f--B-u-lk-+--1-2-.3--·!----·----4-----4 ~~-----41--·~59--4--2-84--1-8-4·--.!-0 :1; ---r---------4-----+----·------41~\~~e~a~th~e~re~d~B~e~<~lm~c~.k-.~
!'· -vrr:!~lf'~e:'a;,3""!--s-.-,-6+-·I---+,-.-C-A--tl --1-7-.6-, -+---,-0-3---11-----r-!, ·---+ ~~--i.· o 2 A·4 (3) : San~~~oY~.~:lhale
Road f ! 1
, under 500 psf ' ~+*~~----~---+----+-----+------+----+----+----+---+---+-~~·----~~~~~----+-------~------------~ Vailey4 i 1 ' Hl 21 A·6 (8) Clay (CL) Road I S-12 0-5 Bulk 212 1 1 ! 54 39
f-T~~7~--~---~~--+---~~----+----t----+----t---+--~----~~---·~-----·-+----i--------~----------·----
Valley.4 S-12 1 CA 94 II '1, I '. . 0.30A -·' Roau ' unoer 5 u vSr
Clay (CLJ
Valley 4 S-13 0·5 Bulk 18.1 1
1! 67 34
Road r,~~-r--~--~+---i·--·---+--~·--~~--+---·+---~--+---Vailev.-4 I
19
S-27 1 CA 19.0 96
112 Road 1
f\·6 (8) Clay (CL)
~----+---""'.oc:c.6,....--+l ----+---------+-----· ----·--
under 500 psf Clay (CL)
Vailey 4 S-28 0·5 Bulk 36.2 I ! 69 39 26 13 l .1\·6 (8) Clay (CL)
112Road ~---+----r----+-----+-1-------+-----·+-----+----f-'.--+-·--r--~-----+---------+---~-----------+----------·-----
Valley 4 S-8 1 0-5 Buik 34D 46 36 22 14 '
1
1 A-6 (3)\
1
Sand, clayey (SC) __ Road
v~~~ 5 S-30 5·10 Bulk 13.9 I 63 ! 36 19 17 I A·6 (8) ! Clay (CL) I
+-vcia'='l~!e='yiLs""+-s-.-3-2-lr·(-,.-5--!--B-ul-k·+--2-3·~~--·----+----+----,lf-'.-5-6-!.·+-3-8+-2-3-f-'.1-5-+----~----------+ii---+---A---6-{6-J---1~ Clay (CLJ !
Road . ---1
VaHey 5 S-34 I 0-5 Bulk 13.5 66 34 19 i 5 I ' A-6 (il)
1
1
1 Clay (CL) '
Road r ' ~\+.la~l!e~y~5c·-if----4----+l----+-----+------t----·-1-----r----+-----·-----1
S-35 0·5 , Bulk 28.6 2T · · 36 22 14 A·2·5 i Sand. clayey (SC) ~-v"-'uR~,,~0,u3£,~>L-~u~-----L----~--B-u-ik-t------{-------i-----i-·-----r-~~-39~--1-4~··--2-5·-t--·---+-----·----·-+--<-5--+---A---6-(1_2_)--4-----C-I_a_y-{C_L_) ____ ~
CA· modified C/\irornia sample
Bu!k -Indicates bulk sample Tram auger cuttings
NL • Non-liquid
NP -Non-plastic
APPENDIX. C
PAVEMENT THICKNESS DESIGN
1993
DARW. and Analysis System
A AS U'T"('W. "· ,_ · 1 1 £ J , are
nnUIO¥n• Product
Richard Johnson
Module
South Canyon Pan.::d
A.ggrcgule with C'hip Sea! Design
1Fic:dble Structural Design
l X··· kip L~:S!\.Ls Over Initial P(;;rforrnance Period
Initial. Serv·iceabilit::/
Terminal· S,·::rviceabilily
Rcl iabili lY Level
()vera!! Standard l)eviation
Roadbed Soil Resilient Modu!us
(:on~tructi()n
Total
ABC (Cia% 0)
Su.bbast:·IC!ass 2)
Struct
C."oef
0.12
()j
36.500
4.5
2.5
70 °·(j
0.4·1
3Jl26 psi
I
2.46 in
Drain
Cod'. 'fhickness
G!DLinl
6
l g
24.00
Width
L!\J
[ l
II
0.72
180
2.5::.
AAS
DARWin Pavement
A
Computer Software
Ric:htlrd John£orl
South Canyon Pared
Composite Section
Design
Modu
Flexible Strnu::hmd Design
1 R···kip .r:::S/\1..~ Over Initial Perforrnance Pcr1od
initial Scrviccahili!y
l"cqninal St~rvit:cahility
Rt'liabi!ity Level
Overal! Standard l)eviatiort
Roadlx~d Soil Resilieni Modulu~;
c:onstruction
Structural Number
Asphalt
Aggregate .L~aSi:' (Clas;..; 6)
StnJd
(\wC
044
0,12
36.500
4.5
70 (y;,
0.44
3,026 psi
I
2.46 in
01·ain
('oeL
Pug(.' 1
Thickness
(!).iliinJ
4
6
10.00
Width
Ull.
Ill
10
Cakul<:1ted
l .76
0.72
2.48
l
DARW"
! k-k(p F:S/\Ls Over lnitial Pcrf()m\ance Period
!nitial' Serviceabili!y
·rerminal Serviccab·llity
!'Zcliability Level
(')vcra1l Standard J)eviation
Road.hed Soil Resilient Modulus
(.'onstn;ctinn
c·alculal'cd Uc;-;ign Sl:rtn.::Iural Number
AAS
Analysis
AAS
SoJlware Product
R.ichard Jol1nson
Structural
South C;,myon Parcel
Full Depth Asphalt
Modu
Flexible Stiillctural Oesign
Struc!
C'oef.
L\D
1)44
36,500
4.5
70 11,(1
0.44
2.46 in
Drafn
Cncf
CM.il
I
Thickness
.ctl.illinl
6
6 ()()
Width
em
10
(:a!culaled
·:~J;4
? .. 64
Eclipse Engineering, lncw
"'""""'',..,.,_="""""""'"'~"""""'"~'"""'~"''"'''"""""..rt"''"'«'=~-'"'"""""""-'"''"""'''"'W-="~~.:•m:n.-,,"";"'"""''="'"-''"''''"""""''""""""'""''·"""''""""'""="'''~'""""~..,_.,,
structural solutions
Structural Calculations
Effress Stone Ridge Barn
Carbondale, Colorado
Prepared For:
David Effress
Roaring Fork Properties
1901 Delores Way
Carbondale, CO 81623
235 North First Street West, 2nd Floor, Missoula, MT 59803 ·
Phone: 721-5733 Fax: 721-4988
Eclipse Engineering, Inc.
structural solutions
235 N. First St. West Missoula, MT 59802
2nd Floor www.eclipse-engineering.com
Ph: (406) 721-5733 Fax: (406) 721-4988
Table of Contents
General
Roof Framing
Loft Floor Framing
Foundation
Lateral
A1-A4
B1-B7
C1-C7
01-05
E1 -E10
Eclipse Engineering, Inc Effress Barn
Structural Design Engineers Wind Pressure Analysis
Wind Pressure Calculation (2006 IBC): Typical
Definitions:
Coefficients:
lb
,R(l:= ft lb psf:=-NNNf?
. lb nsi:=-
,WifiN • 2
In
Wind Pressure: 90 mph 3-second Gust Speed
Exposure C
Mean Roof Height/ Angle: H, := 20ft
Roof Rise: a::= ( 0 0 0 0 0 1) (Flat 2 3 4 6 7-12)
Adjustment Factor:
Importance Factor:
Pressure Coefficients:
:>-. := 1.29
lw := 1.00
C := lw·A·O:·C·psf
4/23/2008
John Mcintosh, EI
C = ( 18.576 12.771 14.835 10.191 1.419 -11.352 0.516 -9.675) ·PSf
Design Wind Pressure:
Horizontal Pressures: A:= Coo A= 18.576·psf NW ,
B :=Co 1 , B = 12.771·psf
C:= Co2 ""' , C = 14.835·pSf
D :=Co 3 , D = 10.191.psf
Vertical Pressures: E:= Co,4 E = 1.419.psf
F:= Cos ""' , F = -11.352.psf
G :=Co 6
MN '
G = 0.516·pSf
H :=Co 7 NW , H = -9.675.psf
Transverse longttudinal
Project Name = Effress Barn
Date =Wed Apr 23 16:51 :53 MDT 2008
Conterminous 48 States
2006 International Building Code
Latitude = 39.526
Longitude= -107.419
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B-Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05 deg grid spacing
Period Sa
(sec) (g)
0.2 0.365 (Ss, Site Class B)
1.0 0.075 (S1, Site Class B)
Conterminous 48 States
2006 International Building Code
Latitude= 39.526
Longitude= -107.419
Spectral Response Accelerations SMs and SM1
SMs = FaSs and SM1 = FvS1
Site Class D-Fa = 1.508 ,Fv = 2.4
Period Sa
(sec) (g)
0.2 0.550 (SMs, Site Class D)
1.0 0.180 (SM1, Site Class D)
Conterminous 48 States
2006 International Building Code
Latitude = 39.526
Longitude= -107.419
SDs = 2/3 x SMs and SD1 = 2/3x SM1
Site Class D-Fa = 1.508 ,Fv = 2.4
Period Sa
(sec) (g)
0.2 0.367 (SDs, Site Class D)
lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721-5733 /
wvm .eclipse-engineering .com
c.~JL z.'(t5+4o)-c Ito PLF
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1---------------------------------------------------------··----·------l
SF!! IV~ ' ,, !? (
II I I . \_,
n r-z_ SriJ.tV/c05 4>0 I 7, 1'
I r~.:-=~~:---~~~~ .~~~--~[_L ... ~~-~0-~---~-?. ___ -~~ ~~~~;J
C4PtlCtrV~ IC(b 1"'cf
Eclipse Engineering, Inc. Effress Bam 4/30/2008
Structural Design Engineers Roof Framing John Mcintosh, El
Simple Beam w/ Uniform + Point Load -NDS Wood
IH31
Span Length:
lb plf =-
ft
. lb psl=-
.2 m
Point Load Offset:
l :~ 5.25·ft
I
X ::::::: -
?.
o. :~ max(x, l -x) ~ 2.625·ft i3 :~ min(x, I -x) ~ 2.625·
Loads:
Shape Properties:
wd :~ O·plf
p d :~ 1!70·1b
w1 :~ O·plf
PI :~ 3 130·1b
b :~ 1.5·in d :~ 11.25·in n :~ 2
w :~ wd +WI~ O·plf
P :~ Pd + P1 ~ 4300·1b
(2) 2x12
A:~ n·b·d ~ 33.8·in2 2 b·d 3 S :~ n·--~ 63.3·in
3 b·d 4 I:~ n·--~356·in
12 ""' 6
Material Properties: Fb :~ 1.15·900·psi
Fv :~ 1.15-180·psi
E :~ 1600000·psi
DF#2
Bending:
Shear:
Deflection:
2
M :~ W·l + P· X·(! x) ~ 5644·ft·lb
8
fb :~ M ~ 1070·psi s
w·l o. v :~-+ p.-~ 2150·1b
NW 2 I
f :~ ~. V ~ 96·psi
v 2 A
fv
-~0.462 OK
Fv
c :~ .=O.:..c· i3:c.:· (,;:.0.:...:+:...:2=-· ""i3l:...:·..JL:3:...:· 0.:::-·o.:< 0.::_+::...::_2 ·=13)
NW 27·1
4
5 wrl PrC
AI:~ -·--+ --~ 0.029·in
384 E·l E·l
5 W·l 4 P·C A:~ -·-+ -~ 0.039·in
384 E·l E·l
I Use (2) 2x12 DF #2 Header!
I -~2201
AI
I -~ 1602
A
OK
OK
lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721~5733
www.eclipse-engineering.com 5/en los
/
. __,,_ f/vL .
(0 \ V
. . . . .
'
v\ c.--£ qo lbs
(Vl :: C(b 0 '.-l/:7 5.
[.-=-I>Q~.c? II>?
Rf:ttC.TiQiVS:
lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721-5733
www.eclipse-engineering.com
i( ~-. Tt!I:J~~~;;;~~~;;;;;;~
" " " " ::
' ., ,,
'
" "
' ' , . . ,
" .:
' '
C(
Eclipse Engineering, Inc. Effress Barn 4/30/2008
Structural Design Engineers Loft Framing John Mcintosh, El
Simple Beam w/ Uniform + Point Load -NOS Wood
IB31
Span Length:
lb plf =-
ft
. lb pst=-
. 2 m
Point Load Offset:
I:= 16·ft
I x:=-
?.
Ct := max(x, 1-x) = 8·ft i3 := min(x,l-x) = 8·ft
Loads:
Shape Properties:
wd := O·plf
p d := 1335·1b
w1 := O·plf
P1 := 3565·1b
b := 1.75·in d := 14·in n := 2
w := wd + w1 O·p1f
P := Pd + P1 = 4900·1b
(2) 1 3/4 X 14"
A:= n·b·d = 49·in2
2 . 3
b·d 3 b·d 4 &:= n·--= 114.3·in I:= n·--= 800.3·in MN 6 12
Material Properties: Fb := 1.15· 2600·psi
Fv := 1.15·285·psi
E := 1900000·psi
LVL
2
M := w·1 + P· x·(J-x) = 19600·ft·1b Bending:
Shear:
8 I
fb := M = 2057·psi s
fb
-=0.688 OK
Fb
w·1 Ct V:=-+ p.-= 2450·1b
MN 2 1
f. := ]., V = 75·psi
v 2 A
fv
-=0.229 OK
Fv
Deflection: Ct·i3·(Ct + 2·i3l·b·et·(Ct + 2·!3) 5. 3 C := = 1.475 X 10 •In
NW 27·1
4
5 wrl PrC
Ll.l := -·--+ --= 0.346·in
384 E·l E·l
5 W·l 4 P·C Ll. := -·-+-= 0.475·in
384 E·l E·l
I Use (2) 1 3/4 x 14" LVL I
I
-=555
Ll.l
I -=404
Ll.
OK
OK
lipse Engineering, Inc.
ructura! solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721~5733
www.edipse~engineering.com
-"'--
v •
1>__5 '
C([)!-' (_
5/ 7/09)
1\f\_
v~
M_-,
C-
I b, 4 '-.lz
h, Cf lz
r;./ ~-/c.
tro.b k
,. '5 .. ...:! ... ::: -I / d "",_ I 't_v~--:z: fl-<or,-
(Yl
:7
~-::-I, Olf 6 /c:
_I t( cr.J .
0 ., V, :>{; ''
466
v
I '--J, 1.0 ( '-/ 0 +I B)
"" 110o P tJ
f,-~ .( S, q fo '-S:o I L. 6, 7· 'i
"
ri . '"'v-::-_ I . IS I b S.. file
,.
cs
Eclipse Engineering, Inc. Effress Barn 4/30/2008
Structural Design Engineers Loft Framing John Mcintosh, El
Simple Beam w/ Uniform + Point Load -NOS Wood
/86/
Span Length: J;~ 12·ft
1b
p1f =-
ft
. 1b pst=-
.2 m
Point Load Offset: x :~ 2.25·ft ex:~ max(x,1-x) ~ 9.75·ft i3 :~ min(x,1-x) ~ 2.25·11
Loads: wd :~ 146·p1f
p d :~ 1340·1b
w1 :~ 584·p1f w :~ wd + w1 730·p1f
p1 :~ 3560·1b p :~ p d + p1 ~ 4900·1b
Shape Properties: b := 7.625·in d :~ 11.625·in n :~ 1 (1)8x12
A:~ n·b·d = 88.6·in2
2 3 b·d 3 b·d . 4 S :~ n·-~ 171.7·in I:~ n·-~ 998.2·in
Material Properties:
Bending:
Shear:
Deflection:
'NW N'A 6 12
Fb :~ 1.15·1300·psi
Fv :~ 1.15·165·psi
E :~ 1600000·psi
DF Select
2
M :~ W·l + p . .:.:x_,·(1:..__:x::.t_) ~ 22098·ft·1b
8 1
fb :~ M ~ 1544·psi s
w·1 ex V :~-+ P·-~ 8361·1b
-2 1
f :~ ~. V ~ 141·psi
v 2 A
fv
-~0.746 OK
Fv
<X·f3·(CX + 2·f3)·~3·CX·(CX + 2·(3) 4. 3 :;;,.,:~ ~ 3.404 x 10 ·m
27·1
4
5 wr1 PrC
.6.1 :~ -·--+ -~ 0.246·in
384 E·l E·l
5 w·1 4 P·C .6. :~ -·-+-~ 0.318·in
384 E-1 E·l
1 -~453
.6.
/Use 8x12 DF Selec~
OK
OK
L7
lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721-5733 v
www .ec[lpse-engineering .com
. A .
' f>·
-------· l>oo rs.;
11,"1 ffl.-
1---------------'-·--------------~·--·----·"~--------'
. f'' :5z .!; 'i3 .I h.;.
"'JJiJtt.6 (I() r ID•7.5J")
P ~ !o • '5 lc
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f17Go 16;;
P; /{1),7) ?o' (I':> +'IO)
-= II ?h.;, iJ?>
~--------------------------------------------------------------4
f' . .,_, 7 '-. (, '.' -----\,;; .o 0 f vr-.
Eclipse Engineering, Inc. Effress Barn 4/30/2008
Square Concrete Footing k E 1000 · lb lb lb.lb psf =-pcf =-psi=-
[E]J ft2 ft3 in2
Footing Dimensions: t := 10 · in d := 6.75 · in B := 3.5 · ft 2 2 I!Jv:= B = 12.25 · ft
Allowable Load: p := 17.9. k
p
q :=-= 1461· psf< q,n := 1500 · psf
A
Column Dimensions: be:= 7.5 · in We:= 7.5 · in
Steel:
Concrete:
Bending:
Fy := 40000 · psi As := 4 · 0.20 · in2 Smax := min(3 · t, 18 · in) = 18 · in
(: := 3000 · psi
As p := --= 0.0028
d·B (
200. psi 3~fe ·psi)
pmin := max , = 0.005
Fy Fy
¢1, := 0.9
M0 := As · Fy · (d -As . Fy )
1.7·fe·B
<h· M0 = 15841· ft·lb
P·B Mu := 1.6 · --= 12530 · ft · lb
8
Mu _..;;_ = 0.791 < 1.0 OK
<h·Mn
One Way Shear: <l>v := 0.75
V 0 := ~fe ·psi· B · d
<l>v · Vn 11646 · lb
Vu --= 0.395 < 1.0 OK
<l>v·Vn
Two Way Shear: b 0 := 2 ·(be+ We+ 2 ·d)= 57· in
<l>v. vn2 = 63221. lb 1.6 . p = 0.453 < 1.0 OK
<l>v·Vn2
I Use 3'-6" square footing w/ ( 4) #4 bars I
I
lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721-5733
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lipse Engineering, Inc.
ructural solutions
N. First St. West Missoula, MT 59802
Second Floor Ph: (406) 721~5733
WWN .eclipse~engineering .com
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E-3
Effress Frame
VisualAnalysis 6.00 Report
Company: Eclipse Engineering, Inc. Engineer: John Mcintosh
Project File: Effress-Lateral-Frame
Folder: N:\Project Files\2008\04-april\08-04-128-effress\Lateral\
Member Internal Forces [Extreme Rows onlyl
Member Result Case Name Offset Fx Vy Mz
ft lb lb lb-ft
Bm 1 Envelope -Extreme Min 12.800 -2965.7152 -774.0718 -11333.8056
Bm 1 Envelope -Extreme Min 13.3333 1434.5162 3855.3909 -10241.7953
COL 2 Envelope +Extreme Max 10.7069 2666.2384 -1885.3449 5313.2448
COL 2 Envelope +Extreme Max 13.500 2686.7829 -1885.3449 -0.00
COL 2 Envelope -Extreme Min 0.0000 -8617.4718 -955.9918 0.000
Member Local Displacements [Extreme Rows onlyJ
Member Result Case Name
Bm 1 Envelope +Extreme
COL 1 Envelope -Extreme
COL 2 Envelope -Extreme
v 1 Envelope +Extreme
Max
Min
Min
Max
Offset
ft
Dx
in
Dy Span/Dy
in
0.0000 0.5672 -0.0006 <
13.500 -0.0121 -0.5672
13.500 -0.0131 -0.5645
0.0000 0.2886 0.5091
-2000
-285.6
-287.0
100.0
-1-Fri May 02 09:15:42 2008
Effress Barn 5/7/2008 Eclipse Engineering, Inc.
Structural Design Engineers Lateral John Mcintosh, El
Combined Bending and Compression -NOS Wood
ICOL21
Loads: p := 3.1-k M := 7.6·ft·k
Member: d := 7.5·in b := 7.5·in n := 1 8x8
2
A:= n·b·d = 56.3·in2 S := n· b·d = 70.3·in3
/Nv MA 6
k= 1000·lb
le
-=21.6 <50 OK
d
. 1b psi=-
. . 2 m
c := 0.8 (c = 0.8 for sawn lumber, 0.85 for round timbers, 0.9 for glulams/SCL)
('M
Material: Fb := 1.6·1300·psi F c := 1.6·900·psi = 1440·psi Emin := 580000·psi = 580000·psi
Emin
FeE:= 0.822(; r = 1022-psi OF Select
r---------------
[[" \~ l~'J~ t, ..
2·C
Analysis: p .
fc := - = 55·psi
A
fb := M = 1297·psi s
I Use 8x8 OF Select
Eclipse Engineering, Inc. Effress Barn 5/7/2008
Structural Design Engineers Lateral John Mcintosh, El
Label Lines A & J
Shear Force (lbs) 3817
Uplift (plf) 0
Dead Weight ( plf) 100
Wall Height (ft) 11.5
Wall Segment 1 (ft) 5.5
Wall Segment 2 (ft) 6.5
Wall Segment 3 (ft) 6.5
Wall Segment 4 (ft) 5.5
Total Wall Length (ft) 24
Unit Shear (plf) 159
Overturning Tension (lbs) 1664
Sheathing 7/16"
Edge Nailing Bd Nails @ 6" o.c.
Anchor Bolts 5/8" 0 A.B. @ 48" o.c.
Holdowns Simpson HDU2
Parcel Detail Page 1 of3
Garfield County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurerl'JSJjlert):: Search I AssessoJ; __ SJJJ:>_s_et_QlJelJI I Assessor Sales Search
Clerk & Recorder Receptio_nB_§aLc.h
Basic Building_Cltanacteristics I Tax InformAtiml
Parcell2eJail I Value Detail I Sale~ Detail I ResidentiAIICo.llilllerciaUmwovement Detail
Land Detail I Photographs I MilLLe_yyXeYen1lellJ)_etail
"
I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I
I 008 II R080899 II 218323100060 II 60.596 I
Owner Name and Mailing Address
!ROARING FORK PROPERTIES LLC
1453 SOUTH HOPKINS AVE
!ASPEN, CO 81611
Assessor's Parcel Description
(Not to be used as a legal description)
ISECT,TWN,RNG:23-6-90 DESC: A PCL IN
!THE S2 OF SEC 14, SEC 23 & N2 OF
!SEC 24. EXCEPT A TR OF LAND CONT
1320 AC & DESC AS THE N2 OF SEC. 24.
IPRE:R080513 RECPT:738104
IRECPT:738103 BK:1946 PG:905
IRECPT:727267 BK:1776 PG:641
IRECPT:693319 BK:1776 PG:637
IRECPT:693318 BK: 1776 PG:634
IRECPT:693317 BK: 1776 PG:632
IRECPT:693316 BK: 1776 PG:630
IRECPT:693315 BK:1717 PG:525
IRECPT:680349 BK:1647 PG:458
IRECPT:665079 BK:0654 PG:0085
http://www.garcoact.com/assessor/parcel.asp?Parce!Nurnber=2183231 00060
I
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I
I
I
I
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I
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8/19/2008
Parcel Detail Page 2 of3
Location
Physical Address: IIGLENWOOD SPRINGS I
Subdivision: I
Land Acres: lls20 I
Land Sq Ft: Ito
Section II Towns hi!! II Range I
23 II 6 II 90 I
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 10,32011 2,9901
I Improvements: II o[[ 0
I Total: II 10,32011 2,9901
Most Recent Sale
Sale Date: 113/1/2006
Sale Price: 112,700,000
Basic Building Characteristics
Number of Residential 0 Buildings:
Number of Comm!Ind 0 Buildings:
No Building Records Found
Tax Information
I Tax Year II Transaction Type II Amount I
I 2007 II Tax Amount II $181.201
I 2006 II Tax Payment: Whole II ($182.12)1
I 2006 II Tax Amount II $182.121
I 2005 II Tax Payment: Whole II ($182.26)1
II II
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2183231 00060 8/19/2008