HomeMy WebLinkAboutApplication- Permiti 1
Garfield County
Building & Sanitation Department
108 8"' Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. GAC)Cc3
Job Address 7' 1 �-v- F Q' € 8 I 6 s�' t 1 3
Nature of Work Building Permit 01(71- 3 - 01 • oo3
Use of Building�����C
Owner 0E ¢ Ate, C2
Contractor.' l lJJ
Amount of Permit $ ?3% b • g9 Date
Clerk
r e i GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 r Street, Suite 201, Glenwood Springs, CO 51601
Pho •
/970-945-8212/ Fax: 970.384-3470/Inspection Line: 970-384-5003
I3 Parcel/ScheduleNo:''/77-//3--®/—0O3
Permit No:
Job Address: 1 .0/
1 Lot No: 3 --7 Block No: ubd. / Exemption:QPo-••orCs na Pry I pacl
iP/ I
2
iwner: —01--cs. 1f12 ,
les
Address 3/gyC,gnlinWC
uFe(a.n4.00 X'06-117
Ph: lila • idol- (ea1fo
Wk Ph: 410
1,4•7 - tir, to
3
Contractor: ,Tb Coniva.c444,7int
Address• IIS$o Cgisiyid320
11;+1P,
Ph: 97* far- 04t710
Lic. No.
tie
N 031-GT1.6
sr 3SS0
4
Architect/Engineer: $rhMYQ5ee/6adon
Address: G/snsJ .J
Ph: yyy -/case
Lic. No. 3/5.75-
iS"'7 r5
5
Sq. Ft. of Building: t/goo
Sq. Et. of Lot:2Oo,w: 9 O
Height: P3 •foil
No. of Floors: j
6
Use of Building: on iice ,1.:e IlC
7
Describe Work: Steel 6444 44 41.1 qw.-.-Le$`rC , Gaiter
8
Class of Work: R New o Alteration o Remove
o Addition o Move
9
10
Garage: o Single
o Double
Carport: ❑ Single
o Double
o Driveway Permit n o On -Site Sewage Disposal Ar Site Plan
(Septic)
11
Valuation of Work: $ Np/az, 042
Adjusted Valuations: $ �9 '7 /. / Q
tO
12
Special Conditions:
IAL r fl*D .SZPITC
Q 3 » ° cc.A1
T4•1RS
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LIP RI.atAlf n FI--LErL 7b
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4 { o
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED 15 NOT COMMENCED WITHIN 180 DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15 COMMENCED.
1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE
-OFCONSTRUCTIO r
/ 4 . /, a(c
Plan Check Fee:
��� /II
Permit Fee:
/��/ ��
Total Fee: Dated Permit Issued:
Z3 7 O Qq
Q/
OCC roup• Cont. Type:
.I 73
7 (J .-11J
Zoning: I
Setbacks:
Manu. Home: ISDS No. & Fee: i t/A
i
au 'ear
' �.„,...,• ///,//71//,
BLDG DE 7
APPROVAL/. E A"'C'-rI-I'>
AGREEMENT
PERMISSION I5 HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE 1SSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
G.rfom.003
1 ERE C WLE GE THAT 1 HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):
0t63r1. I ' (I �n� �1%
�t r�c�
FEE ESTIMATE
FINISHED LIVING SPACE:
UNFINISHED BASEMENT:
CRAWL SPACE: X 9.00 =
X 69.00 =
X 41.00 =
GARAGE: X 18.00 =
UNCOVERED PATIO/DECK: X12.00 =
COVERED PATIO/DECK: X 24.00 =
MISc. e ior' e-
misc. (c-keiYOX43s-zo 8/) cm2
l'D. k6c s 97 7y9r�Y
TOTAL VALUATION: 1 ?g 702%(W
93 /
PLAN REVIEW FEE: c
PERMIT FEE: / 4 V/ 75
9 I
TOTAL: q) ,_g7, 579
MANUFACTURED HOME SET UP FEE:
SEPTIC - PERMIT:
PERK:
a
i
e
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS
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. Adequate and
complete information will prevent delays in the plan review process. Reviewing a plan and the
discovery that required information has not been provided by the applicant may result in the
delay of the permit issuance and in proceeding with building construction. The owner or
contractor may be required to provide this information before the plan review may proceed. This
causes delays because other plans that are in line for review may be given attention before the
new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. If you do not, it may
be helpful to obtain a book titled "Dwelling Construction Under the Uniform Building
Code". This book is available to you through this department at our cost. Also, please
consider using a design professional for assistance in your design and a construction
professional for construction of your project.
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.
,
Plans to be included for a Building Permit must be on draft paper at least 18"x 24" and
drawn to scale.
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. 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.
A window schedule. A door schedule.
A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per
square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of
15 pounds per square foot 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 1997 UBC, UMC and 1997 UPC.
Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to the
property lines from each corner of the proposed structure prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 30%
or more on properties must be show on site plan. NOTE: 106.3.1 (7.) 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 surveyors 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 7tr
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual
Sewage Disposal System) and distances to the property lines, wells (on subject property
and adjacent properties), streams or water courses? This information must be certified by
a licensed surveyor with their signature and professional stamp on the design.
Yes No $ Not necessary for this project
w 1l (s4-010 14,4o 5,.., ar
3. Are the plans submitted for application review construction drawings and not drawings
that are stamped or marked identifying them as "Not for construction, for permit issuance
a
only", "Approval drawings only", "For permit issuance only" or similar language?
Yes X No Not necessary for this project
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered j ngineer?
Yes No > Not necessary for this project
5. Does the site plan indicate the location and direction of the State, County or private road
accessing the property?
Yes kc
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes X No Not necessary for this project
7. If the building is a pre-engineered structure, is there a stamped, signed engineered
foundation plan for this building?
Yes X No Not necessary for this project
8. 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 No Not necessary for project )(
9. Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes No Not necessary for this project `<
10. Do the plans include design loads as required under the Uniform Building Code for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes X No Not necessary for this project
11. Do the plans include design loads as required for floor loads under the Uniform Building
Code Chapter 16 and Tables 16A, 16B and 16C?
Yes X No Not necessary for this project
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes )( No Not necessary for this project
13. Is the wind speed and exposure design included in the plan?
Yes )( No Not necessary for this project
r•
1
14. Does the building section drawing include size and spacing of floor joists, wall studs,
ceilin oists, roof rafters or joists or trusses?
Yes No Not necessary for this project
15. Does the building section drawing or other detail include the method of positive
connect' n of all columns and beams?
Yes No Not necessary for this project
16. Does the plan indicate the height of the building or proposed addition from the highest
point of the building or addition measured at mid span between the ridge and the eave
down to xisting grade contours?
Yes No Not necessary for this project
17. 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 Nom Not necessary for this project
18. Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the Uniform Building Code Chapter 31?
Yes No x Not necessary for this project
19. 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 Uniform
Building Code?
Yes No Not necessary for this project
20. Does the plan include a window schedule or other verification that windows provide
natural light and ven ilation for all habitable rooms?
Yes No)k Not necessary for this project
21. 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 Not Not necessary for this project
22. Do the plans include a complete design for all mechanical systems planned for
installation in this building?
Yes No Not necessary for this project
23. Have all areas in the building been accurately identified for the intended use?
(Occupancy as identified in the Uniform Building Code Table 5-A)
Yes No Not necessary for this project
1
1
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes No j( Not necessary for this project
25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No Not necessary for this project
26. Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
Yes X No Not necessary for this project
27. Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes No_igc Not necessary for this project
28. Have two (2) complete sets of construction drawings been submitted with the
application?
Yes No
29. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes x No Not necessary for this project
30. Does the plan accurately indicate what you intend to construct and what will receive a
final inspection by the Garfield County Building Department?
Yes is No
31. Do your plans comply with all zoning rules and regulations in the County related to your
zone district? For comer lots see supplemental section 5.05.03 in the Garfield County
Zoning Resolution for setbacks.
Yes p( No
32. Do you understand that approval for design and/or construction changes are required
prior to the implementation of these changes?
Yes K No
33. Do you understand that the Building Department will collect a "Plan Review" fee from
you at the time of application and that you will be required to pay the "Permit" fee as well
as any "Septic System" or "Road Impact" fees required, at the time you pick up your
buildingypermit?
Yes 2Q No
0
34. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occupancy of the building?
Yes K. No
35. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply
with the Uniform Codes?
Yes x No
36. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings
and from Glenwood Springs to Carbondale, in the afternoon. All inspections must
be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice
for inspections will delay your inspection one (1) day. Inspections are to be called in
to 384-5003. /SS.
37. Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $47.00 re -inspection fee?
Yes x No
38. Are you aware that prior to issuance of a building permit you are required to show proof
of a driveway access permit or obtain a statement from the Garfield County Road &
Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes 10 No
39. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumber to perform installations and hookups? The license number will
be required at time of inspection.
Yes X No
40. Are you aware, that on the front of the building permit application you will need to fill in
the Parcell Schedule Number for the lot you are applying for this permit on prior to
submi al of the building permit application? Your attention in this is appreciated.
Yes No
41. Do you know that the local fire district may require you to submit plans for their review
of fire safety issues? Yes No (Please check with the
building department about thi(requirement)
A
r
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my ability.
16 Cotr1 tic ` t ak 3/i. Stail
Signature U Cel° 379.83519 Date
470
Phone: (a- 04710 (days); Wy- Q762l, (evenings)
Project Name: QdUtlmrod Oil SQrutcp
Project Address: 'Po Overt. ?roi . Park La+ 3
Note:
If you answered "No" on any of these questions you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process. Delays in
issuing the permit are to be expected. Work may not proceed without the issuance of the permit.
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, please expect the
following:
A. 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.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered "No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
11/2003
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04/05/2004 22:43 6258627
ROAD AND BRIDGE PAGE 01
April 1, 2004
Garfield County
Garfield County Rad and Bridge Department
Jim Decker
f&D Ride properties, Lot 3
Rifle, CO 81650
625-0676
CC: Garfield Cowry Badding sod Pleasing Department
Dear Mn Decker,
Yon do not need a driveway permit & t the Garfield Canty Road and Bridge Department,
as your dtivewq dots not access a county toad.
If you have any questions or problems, please bed free to contact me.
Sincerely,
Kung Kamm
District 2 Foreman
Garfield County Road sad Badge Depermsent
P.O. Bag
MS; CO IWO
Pita P704254691
Pic P16625 -e6:1/
FROM 6258627 TO JD Contracting,Inc. 4/6/04 11:07 AM Page 1
I abed Wd 6£:I 60/9/6 'ouI'burgoe.zruoO QP OI 68Z0 8LZ OL6 WOH3
1-d
APR -0!-04 TNU 03:58 P!1
Independence Title & Escrow Comnan
214 8th Street. Suite 204
Glenwood Salinas. CO 8t
(970) 384-2023
Bank:
Date:
Received From:
File Name:
Tvoo of Dealt:
In the amount of:
In the form of:
FAX H(1
01 Beek of Colorado [260066111661
11/07/21103
J&D
Western Slope Davelapment Corp
l�osina Funds6, 04 ,.'(Z, _
S 5,000.00 1;
Receipt for Deposit
P. 01
Rarwinf Nn: 003342
Company: C400
Office. 001
File No: 00003903-001
After Hours 0
CAA 74.6(7N
(File Copy)
'FL At_art:rx
koatt,"--h-f gitrtk ely=, D
t -n Ua1 J ` L .
+.
qr,t,,... sa.,4 5.,.E. K , to,
6820-0L2-OL6
uast0 aiaaeys dss:io i0 90 ads
Mar 30 04 09:27a Sherrie Olsen 970-278-0289 p.l
JD Rifle Properties
2192 Glen Haven Drive
Loveland, CO 80538
To Whom It May Concern:
Tim Decker has our permission to sign and approve any details for the Powerline Property
Construction.
If you have any questions in regard to this matter, please feel free to call us at 970-667-
6216.
Thankyou,
Sharrie Olsen
JD Rifle Properties
FROM 970 278 0289 TO JD Contracting,Inc. 3/30/04 9:28 AM Page 1
CM Pvs ProM,Uon Oland
1950 Rafted Avenue
RMe, Cenereee 81850
17713-625-t 243
Fax 97042S-2003
Fax
H - LE b IKL
The Garfield Carty &idInga Planing Maria Me hbrgan
Menlbrr Mdy Srh er
Pas 97431143470 Pars 2
(Palate 970945212- Dais 4/24/34
�. Praia Pack tm#4 cc
Q Umen4 aftraboetws- 13 fl_a mess.( - D waaa. &,J O Plea.. O.cya.
• carr.rransr
Andy,
Attached is the letter that we had disassed. Alto,1 an not sue what the speaks we on the proposed
strumre or If There are any addiionel Are code reldbd concerns alt 1* structure. M you could let me
Iowa the occupancy c asStaIut square tbuxagee and maybe a brie( description of what they propose
to do would appreciate R.
Thanks,
../7
Lake
-Tame_ T&.e,+.D atur !J 4802D 3.i:
RECEIVED
APR 2 2 2004
AFIELD COUNTY
EuiLDING & PLANNING
3460 Ewer
+. RIFLE FIRE PROTECTION DISTRICT
April 22, 2004
Garfield County Bag Department
Attention: Andy Schwaller
109 801 Street
Glenwood Springs, Colorado 81601
Reference: Powerline Park
Mr. Schumer,
As per our telephone discussion today, the Rifle Fire Protection District is okay with the
issuance of a building permit being issued for lot 4 of the Powerline Park Subdivision
with the following notes:
L. Correction of fire flow deficiencies should continue to be of the utmost
importance and correction should not be delayed.
2. A certificate of occupancy should not be issued until final acceptance of the fire
protection water supply by the Fire Department.
Thank you and feel free' to contact me if youhave any additional questions or comments.
Mike Morgan
Chief
Telephone (970) 625-1243 • Fax (970) 625-2963
1850 Railroad Avenue • Rifle, Colorado 81650
Page 1 of 1
Andy Schwaller
From: Andy Schwaller
Sent: Tuesday, May 11, 2004 9:15 AM
To: riflefpd@rof.net
Subject: Powerline Park -Advanced Services
Mike,
Their proposed building is 4800 s.f. total Office is 1200s.f. with 3600 s.f. of shop. 1 am going to call the shop an ti -4 as they will
be doing welding inside the building. It did not sound like they are storing any hazardous materials over the exempt quantities.
There will be a 1 hr. separation between shop and office. The building appears to have easy access from Powerline Road. They
have 50ft and more distance to property lines and it is the only building on the lot.
As they have been detailed by the developer with their submittal, I am going to try to get done with the plan review in a timely
manner. Let me knot, what you want to include as i:Atiditions to the permit and any inspections you want to do.
Thanks,
Andy Schwaller
Building Official, Garfield County
aschwaller(6)garteld-county. com
970.945.8212
5/11/2004
Gafield County
Building and Planning
108 8th Street Ste 201
Glenwood Springs, Colorado
970-945-8212
Plan analysis based on
the 1997 Uniform Building Code
Project Number:
Project Name: Advanced Oilfield Services
Address: Powerline Park
Occupancy: H4,B
Construction: V -N
Date: May 11, 2004
Contractor: Decker
Architect:
Engineer: Goldberg\Baumgardner
Report By: A. Schwaller
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 UBC.
It is a guide to selected sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE
NORTH Property line 50.0 Feet
EAST Property line 138.0 Feet
SOUTH Property line 130.0 Feet
WEST Property line 390.0 Feet
Allowable area increased 100.% for open
- - Sec. 505.1
FL
FIRE PROTECTION
50.0 Feet
138.0 Feet
130.0 Feet
390.0 Feet
area on 4 sides.
NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
1 Office
1 Repair Garage\Shop
TOTAL FOR FLOOR
BUILDING TOTAL
- - Sec. 504 and Table 5-B
B
H4
ok 1200 16000 0.08
ok 3600 10200 0.35
4800 11216 0.43
4800 11217 0.43
ok
ok
ok
ok
Page # 2
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
The actual height of this building is 25. feet.
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For
Occupancy
H4
B
EAST
For
Occupancy
H4
B
SOUTH
For
Occupancy
H4
B
WEST
For
Occupancy
H4
B
None
3/4 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Bearing
Wall
0 hour
0 hour
Not Allowed
Non -Bearing
Wall
0 hour
0 hour
Non -Bearing
Wall
0 hour
0 hour
Non -Bearing
Wall
0 hour
0 hour
Non -Bearing
Wall
0 hour
0 hour
Opening
Protection
None
None
Opening
Protection
None
None
Opening
Protection
None
None
Opening
Protection
None
None
Construction
Material
Any
Any
Construction
Material
Any
Any
Construction
Material
Any
Any
Construction
Material
Any
Any
Parapet
Required
No
No
Parapet
Required
No
No
Parapet
Required
No
No
Parapet
Required
No
No
No fire protection requirements for openings.
Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. -- Table 5-A,
Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension
greater than 12 feet. -- Sec. 713.8
Openings are not permitted in this wall.
Page # 3
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
OTHER BUILDING ELEMENTS Table 6-A
ELEMENT MATERIAL RATING
Interior Bearing wall Any 0 hr
Interior nonbrg wall Any 0 hr
Structural Frame Any 0 hr
Exterior Struct Frame Any 0 hr
Floor/Ceiling Assembly Any 0 hr
Roof/Ceiling Assembly Any 0 hr
Stairs Any None
NOTES
See footnote #1
See Footnote #18
FOOTNOTES:
1) Elements in an exterior wall located where openings are not permitted
or where protection of openings is required, shall be protected
against external fire exposure as required for exterior bearing walls
or the structural frame, whichever is greater. -- Table 6-A, footnote 1
9) In areas with vehicles or airplanes, the floor shall be of
noncombustible, nonabsorbent materials. -- Sec. 307.2.2
18) In areas containing hazaradous materials, the floor shall be of
noncombustible, liquid -tight construction. -- Sec. 307.2.2
Page # 4
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
PENETRATIONS OF FIRERESISTIVE ASSEMBLIES
WALLS ASSEMBLIES -- Sec 709.6
Through penetrations:
1) Penetrations shall be installed as tested in the rated assembly.
-- Sec. 709.6.2
2) Penetrations shall be protected by an approved penetration
firestop system and shall have an F rating of not less than the
required rating of the wall penetrated. -- Sec. 709.6.3
Exception: When penetrating items are steel, ferrous or copper
pipes or steel conduits and the wall is concrete or
masonry, the annular space shall be permitted to be
grout or mortar. The minimum thickness is the
thickness required to maintain the fire rating. The
maximum size of the penetrating items is equivalent
to a 6 -inch diameter and the opening is a maximum of
144 square inches. -- Sec. 709.6.1
Membrane penetrations:
The requirements are the same as for through penetrations.
-- Sec. 709.7
Exceptions:
1. Steel electrical outlet boxes that do not exceed 16 square
inches provided that the area of such openings does not exceed
100 square inches for any 100 square feet of wall area.
Boxes on opposite sides of the assembly shall be
separated by a horizontal distance of not less than 24
inches.
2. Sprinklers with metal escutcheon plates.
Noncombustible penetrating items shall not be connected to
combustible materials on both sides of the membrane unless it can
be confirmed that the fire -resistive integrity of wall is
maintained. -- Sec. 709.7
Page # 5
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2
Through pentrations:
Through penetrations of fire -resistive horizontal assemblies shall
be enclosed in fire -resistive shaft enclosures. -- Sec. 710.2.1
Exceptions:
1. When penetrating items are steel, ferrous or copper conduits,
pipes, tubes and vents through a single concrete floor, the
annular space shall be permitted to be grout or mortar.
The minimum thickness is the thickness required to maintain
the fire rating. The maximum size of the penetrating items is
equivalent to a 6 -inch diameter and the opening is a maximum
of 144 square inches.
2. Electrical outlet boxes that have been tested for use in
fire -assemblies
The system shall have an F rating and a T rating of not less than
one hour but not less than the required rating of the floor system.
-- Sec. 710.2.3
Exception: Floor penetrations contained and located within the
cavity of a wall do not require a T rating.
Membrane penetrations:
The requirements are the same as for through penetrations.
-- Sec. 710.3
Exceptions:
1. When penetrating items are steel, ferrous or copper
conduits, electrical outlet boxes, pipes, tubes and vents
through concrete or masonry and the annular space is
protected by an approved penetration firestop assembly or
protected to prevent the free passage of flame and
products of combustion. Such penetrations shall not
exceed an aggregate area of 100 square inches in any 100
square feet of ceiling area in assemblies without
penetrations.
2. Electrical outlet boxes that have been tested for use in
fire -assemblies.
3. Sprinklers with metal escutcheon plates.
Fire -resistive roofs may have unprotected openings. -- Sec. 710.4
Page # 6
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11
Dampers shall be accessible for inspection and servicing:
1. Penetrations through area separation walls.
Penetrations through occupancy separations.
2. Penetrations of the fire -resistive construction of horizontal
exit walls or corridors serving as a means of egress.
Exception: Openings for steel ducts penetrating the required
fire -resistive construction of corridors are not
required to have smoke dampers when such ducts
are of not less than 0.019 -inch thickness
(26 gage) and have no openings serving the
corridor.
3. Penetrations of shaft enclosures.
Exceptions:
1. Duct penetrations by steel exhaust air subducts
extending vertically upward at least 22 inches above
the top of the opening in a vented shaft where the
airflow is upward.
2. Penetrations of a fire -resistive floor forming the
base of a shaft enclosure may be protected by fire
dampers listed for installation in the horizontal
position.
3. Smoke dampers are not required when shaft is exhaust
only, and is used for continuously operating fans.
4. Penetrations of the ceiling of fire -resistive floor -ceiling
or roof -ceiling assemblies.
Exception: Smoke dampers are not required.
5. Penetrations of an atrium enclosure element.
Exception: Smoke dampers are not required.
6. Penetrations of exterior walls where protection of openings
is required.
Exception: Smoke dampers are not required.
7. Penetrations of areas of refuge.
Exception: Ventilation system designed to supply outside
air during an emergency.
8. Smoke dampers are required in smoke barriers and elevator
lobbies.
DRAFT STOPS:
If there is combustible construction in the roof/ceiling assembly, draft
stops shall be installed so that the area of concealed space does not
exceed 3,000 square feet and so that the horizontal dimension between
stops does not exceed 60 feet. -- Sec. 708.3.1.2.2
Page # 7
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
OCCUPANCY SEPARATIONS -- Table 3-B
H4 -B lhr
HEATING EQUIPMENT SEPARATION:
FOR H4 OCCUPANCY:
A 2hr occupancy separation is required around rooms containing a
boiler or central
FOR B OCCUPANCY:
A 1 hr. occupancy
boiler or central
-- Sec. 302.5
ADDITIONAL SEPARATIONS:
A refrigeration machinery room shall be separated from the remainder
of the building as required for an H7 occupancy regardless of area. A
horizontal occupancy separation may be limited to the actual floor
area of the machinery room. Structural supporting elements shall be
protected for the type of construction only. -- Sec. 2802
A 1 hour separation is required from an H4 occupancy. -- Table 3-B
heating unit. -- Sec. 302.5
separation is required around rooms containing a
heating unit greater than 400,000 BTU input.
EXIT REQUIREMENTS:
FL NAME
NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES
OCC EXITS WIDTH HDWR CORRIDOR SWING
1 Office
1 Repair Garage\Shop
TOTAL
12
18
30
1
2
2
2.4
3.6
6.0
No
No
No
N/A
N/A
N/A
N/R
Out 8
Out
In areas where 2 exits are required, the minimum separation is 1/2 of
the maximum diagonal of the area or floor. -- Sec. 1004.2.4
When 2 exits are required, exits must be arranged so that it is possible
to go in either direction from any point in a corridor or hallway to a
separate exit, except for dead ends not exceeding 20 feet in length.
-- Sec. 1004.2.6
Page # 8
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
Exit signs are required from all areas where 2 or exits are required.
- - Sec. 1003.2.8.2, Exception 2
No point to be more than 100 feet from an exit sign.
Main exterior exit doors which obviously and clearly are identifiable
as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1
Door swing is based on Sec. 1003.3.1.5 except as noted.
Occupant load factor is based on Table 10-A.
Number of exits is based on Table 10-A except as noted.
Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B
Exit width is to be divided approximately equally among exits.
- - Sec. 1003.2.3.2
Width shown for all areas is based on other egress components.
Width shown for 1st floor is based on other egress components.
Width shown for other floors & basements is based on stairways.
- - Table 10-B
For the minimum width of doors, see Sec. 1003.3.1.3
For the minimum width of hallways, see Sec. 1004.3.3.2
For the minimum width of corridors, see Sec. 1004.3.4.2
For the minimum width of stairways, see Sec. 1003.3.3.2
FOOTNOTES:
8) The number of exits is based on Sec. 1007.4.1
FLUSH AND SURFACE BOLTS:
Manually operated edge- or surface -mounted flush bolts and surface
bolts or any other type of device that may be used to close or
restrain the the door other than by operation of the locking device
shall not be used. When automatic flush bolts are used, the door
leaf having the automatic flush bolt shall not have a door knob or
surface -mounted hardware. The unlatching of any leaf shall not
require more than one operation. -- Sec. 1003.3.1.8
LOCKS AND LATCHES:
Regardless of the occupant load served, exit doors shall be openable
from the inside without the use of a key or any special knowledge or
effort. -- Sec. 1003.3.1.8
•
Page # 9
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
LANDINGS AT DOORS:
1) A floor or landing shall be provided on each side of doors. When
access for persons with disabilities is required. the floor or landing
shall not be more than 1/2 inch lower than the threshold. When access
is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6
2) Landings shall have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimension to less than one half it required
width. The minimum length in the direction of exit travel is 44 inches.
-- Sec. 1003.3.1.7
TRAVEL DISTANCE: (distance to an exit)
The maximum travel distance in this building is 200 feet. Sec. 1004.2.5.2
Travel distance shall not be limited within an exit enclosure or exit
passageway. -- Sec. 1005.2.2
•
Page # 10
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
BUILDING ACCESSIBILITY:
1) This building including each tenant shall be provided with at least
one entrance which complies with the accessible route provisions of
CABO/ANSI A117.1. At least 50 percent of all entrances shall be
accessible. -- Sec. 1103.2.3
2) When more that one exit is required from any accessible space, each
accessible portion of the space shall be served by not less than two
accessible means of egress. -- Sec. 1104.1.1
3) When an exit stairway is part of an accessible means of egress, the
stairway shall have a clear width of not less than 48 inches between
the handrails. The stairway shall either incorporate an area of refuge
within an enlarged story -level landing or shall be accessed from
an area of refuge. -- Sec. 1104.1.2
The area of refuge shall have direct access to the stairway that serves
it. -- Sec. 1104.2.1
4) Each area of refuge shall be sized to accommodate one wheelchair space
not less than 30 inches by 48 inches for each 200 occupants, or
portion thereof. -- Sec. 1104.2.3
5) If the area of refuge is not within the stairway, it shall be separated
from the rest of the story by a smoke barrier having at least a one-
hour fire -resistance rating. Smoke barriers shall extend to the roof or
floor deck above. Doors shall be smoke and draft control assemblies
with a rating not less than 20 minutes. -- Sec. 1104.2.4
6) Two-way communications are required. -- Sec. 1104.2.5
7) Each area must be identified by a sign stating AREA OF REFUGE and the
international symbol of accessibility. -- Sec. 1104.2.7
8) NOTE: Exit stairways in buildings protected throughout by an approved
automatic sprinkler system are NOT required to incorporate an area of
refuge. -- Sec. 1104.1.2, Exception 2
ROOFING REQUIREMENTS:
1) The roofing on this building is required to be Class B or better.
-- Table 15-A
2) See section 1504 and ICBG research reports for requirements.
FIRE ALARM SYSTEM:
A manual fire alarm system shall be provided in Group H Occupancies
used for the manufacturing of organic coatings. Smoke detection shall
shall be provided in rooms used for the storage, dispensing, use, and
handling of hazardous materials. -- Sec. 307.9
The alarm system is to be as set forth in the Fire Code.
•
Page # 11
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
VENTILATION:
All areas customarily occupied by humans shall be provided with natural
ventilation by means of openable exterior openings with an area of not
less than 1/20 of the total floor area or shall be provided with a
mechanically operated ventilation system. Such system shall be capable
of supplying a minimum of 15 cubic feet per minute of outside air per
occupant. -- Sec. 1202.2.1
WALL AND CEILING FINISH:
1) Wall and ceiling finish materials are required to comply with
Sec. 804.1 and Table 8-B.
2) Carpeting on the ceiling is required to have a Class I flame
spread rating. -- Sec. 804.2
3) Textile wall coverings shall have Class I flame spread rating.
and shall be protected by automatic sprinklers or meet the
acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805
4) Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 5 inches.
- - Sec. 807.1.1
5) Walls within 2 feet of the front and sides of urinals and water
closets shall have a smooth, hard nonabsorbent surface.
- - Sec. 807.1.2
INSULATION NOTES:
1) All insulation material including facings are required to have a
flame -spread rating of 25 or less and a maximum smoke density of 450
unless it is in a concealed space and the facing is in contact with
a wall or ceiling. -- Sec. 707.3 exc.2
2) Foam plastic insulations are required to be protected. Sec. 2602
ACCESSIBLE FACILITIES:
NOTE: Except as noted, section numbers listed below are from
CABO/ANSI A117.1 - 1992
Page # 12
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
WATER FOUNTAINS AND WATER COOLERS:
At least 50 percent of drinking fountains, but not less than one,
provided on every floor shall be accessible. -- UBC Sec. 1105.4.1
Accessible units must comply with the following:
1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1
2) Spout arranged for parallel approach shall be located 3 inches
maximum from the front edge. Spouts of cantilevered units with
knee and toe clearances shall be located 15 inches minimum from
the vertical support and 5 inches maximum from the front edge.
- - Sec. 4.15.2.2
3) Spouts shall provide a flow of water 4 inches height minimum.
- - Sec. 4.15.2.3
4) Operable parts shall be located at or near the front edge of the
unit and shall comply with 4.25.4 -- Sec. 4.15.3
5) A cantilevered unit is required to extend 17 inches minimum from
the vertical support. Clear knee space must provide a clear area
of 8 inches in depth at 27 inches high and 11 inches at 9 inches
minimum above the floor. -- Sec. 4.15.4.1
6) Forward approach units shall comply with 4.2. Units in alcoves
shall comply with 4.2.4.4. Units not having the necessary knee
and toe clearance or clear space under them shall comply with
4.2.4 and have a clear floor space that allows a person in a
wheelchair to make a parallel approach. -- Sec. 4.15.4.2
TOILET FACILITIES:
1) A 60 inch diameter unobstructed turning space is required in
the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3
2) Water closet shall be mounted adjacent to a side wall or
partition. The distance from the side wall or partition to the
centerline of the water closet shall be 18 in. Sec. 4.17.1
3) When the accessible water closet is not in a stall:
The clear floor space shall be 48 in minimum in front
of the water closet and 42 in from the center line of the
water closet on the side not adjacent to the wall.
-- Sec. 4.17.2 & Fig. B4.17.2
4) When the accessible water closet is in a stall:
The stall shall be 60 in wide minimum and 56 in deep minimum
for wall hung water closets and 59 in deep minimum for floor
mounted water closets. -- Sec. 4.18.3.1
If the door swings into the stall, the required depth shall
be increased by 36 inches minimum. -- Sec. 4.18.3.2 &
Fig. B4.18.3.1
( 1 1
Page # 13
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
5) The bars are to be 33 to 36 inches above the floor and shall
be provided on the rear wall and on the side wall closest to
the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4
and B4.18.3.1
a) Side grab bar is required to start within 12 inches of the
back wall and extend to 54 inches from the back wall. (The
minimum length of the bar is 42 in) -- Sec. 4.17.4.1 &
Figs. B4.17.3 and B4.18.3.1
b) The rear bar shall be 24 in long minimum, centered on the
water closet. Where space permits, the bar shall be 36 in
long minimum, with the additional length provided on the
transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4
and B4.18.3.1
6) The top of the seat on the water closet is required to be 17
to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3
7) Accessible urinals shall be of the stall type or wall hung with
the rim at 17 inches maximum above the floor. -- Sec. 4.19.2
8) A clear area of 30 X 48 inches minimum is required in front
of the urinal. Privacy shields shall not extend beyond the
front edge of the urinal rim, unless they are 30 inches apart
minimum. -- Sec. 4.19.3
9) Accessible lavatories shall be mounted with the rim 34 inches
maximum above the floor and a clearance of 29 inches minimum
from the floor to the bottom of the front edge of the apron.
-- Sec. 4.20.2.1 & Fig. B4.20.3.1
10) It shall extend 17 inches minimum from the wall. The clear knee
space shall be 8 inches in depth minimum at 27 inches minimum
above the floor and 11 inches in depth minimum at 9 in minimum
above the floor. The dip of the overflow shall be ignored when
checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1
11) A clear floor space of 30 X 48 inches minimum shall be provided
in front of the lavatory and shall extend 19 inches maximum
under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2
12) Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact.
-- Sec. 4.20.4
13) The bottom of mirror is required to be within 38 inches of
the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1
r
•
J
Page # 14
Code review for:
Project Id.: Advanced Oilfield Services
Address: Powerline Park
GLAZING REQUIREMENTS
All glazing in hazardous locations is required to be of safety
glazing material. -- Sec. 2406.3 & 2406.4
Locations:
1) Glazing in ingress and egress doors except jalousies.
2) Glazing in fixed and sliding panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4) Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas,
steam rooms, bathtubs and showers. Glazing in any portion of a
building wall enclosing these compartments where the bottom exposed
edge of the glazing is less than 60 inches above a standing surface
and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where the
nearest exposed edge of the glazing is within a 24 -inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
7) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in -fill
panels
9) Glazing in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when the bottom edges is less than
60 inches above the pool side and the glazing is within 5 feet
of the pool or spa water's edge.
10) Glazing in walls enclosing stairway landings or within 5 feet of
then bottom and top of stairways where the bottom edge is less
than 60 inches above the walking surface.
a • -.
PLAN REVIEW CHECKLIST
Applicant .� 2-07( Q,tftt4?.9 Date -5.-11- 04]
Building Planning/Zoning
✓ Engineered Foundation Property Line Setbacks
/J,4. Driveway Permit 30ft Stream Setbacks
✓ Surveyed Site Plan) 50 Flood Plain
Rea Septic Permit and Setbacks ao,t Building Height
ade/Topography 30% Zoning Sign -off
ij„Q Attach Residential Plan Review List Road Impact Fees
�inimum Application Questionnaire HOA/DRC Approval
-<bdivision Plat Notes Grade/Topography 40%
Fire Department ReviewF''n 41 Planning Issues
Valuation Determination/Fees Subdivision Plat Notes
Red Line Plans/Stamps/Sticker
.�ttach Conditions
✓Application Signed
Plan Reviewer To Sign Application
'Parcel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
SHDe A,
Oct 19 04 04:02p
w
Sharrie Olsen
DIANCED
OILFIELD, .
2192 GLEN HAVEN DRIVE • LOVELAND, CO60530
TELEPHONE (970( 667-6216 • FAX (970) 6674216
Fax
i
970-278-0289 p.l
To: Andy Float Sherrie Olsen
Fac 970-945-8212 Pallac
Phare Fax 970-278-0289 Dater 10/192004
Here is one of the items est ebbs lst of things to hat hi seder to receive the CO. if you have
any questions please al pee on my cell phone 470230 -0617 -
Thank you,
70230.0617.
rya,
Sherrie Oben
970-667-6216
Fax 970-276-0269
I -4'1N to
wax
OC' 1
• i :�,yTY
a� 1.D1NG P 3•NN1NG
Oct 19 04 04:02p Sharrie Olsen 970-2713-02139
nos, 1584 01:20p Patrick M. Fitzgerald 970 54b SSSe
6*
SCHENK, KERST & deWINTER, LLP
A PARTERPEP OF PROFESSIONAL CORPORATIONS
ATTORNEYS AT UAW
)ONN R SPnNA
DAN KERST
WILLIAM deWINTER RI
CAROLYN M. STRAUIMAN
Patrick M. Fitzgerald
Glenwood Brokers, Ltd.
P.O. Box 1330
Glenwood Springs, CO 81602
]@ EIGHTH STREET. SUITE )ID
OLENWOODSPRING; COLORADO T1(41
TELEPHONE (970)9112447
TFIHAPIEa- (9A) 94Si7117
April 7, 2004
Re: Waste Water Treatment Services LLC
Powerline Professional Park Service
Dear Pat:
Tom Triplet, the principal operator of the wastewater facilities of Waste Water Treatment
Services, LLC, has inspected the connections made to the facilities on Cottonwood Springs by the
developers of Powerline Professional Park. As you know, that company has agreed to provide
sewage wastewater treatment for the Powerline Professional Park development through a connection
to the plant at the eastern boundary of Cottonwood Springs Park.
Mr. Triplet reports that the measurement flow rneter is installed and the connecting manhole
and lid are properly in place. He believes one test of the lift station on the Powerline Park property
has been successfully completed. No sewage wastewater is currently being delivered to this
location.
Waste Water Treatment Services is prepared to accept sewage wastewater from Powerline
Professional Park in accordance with the service agreements made between the respective patties.
If you need any further information or confirmation on this matter, please contact me.
1RS/clh
cc: Thomas 1 Triplat (via fax)
p . 2
r.c
10-26-2004 8.37AM FROM COTTONWOOD SPRINGS 9706252069 P. 1
9•
q
COTTONWOOD SPRINGS LLC
27653 HIGHWAY 6 &U, BOX 100t
RIPLB, COLORADO 61650 R � a `-
TELEPHONE. (970) 625-2069
11IISTNE55 O111(t and MA11,1 ADDRESS
302 01011E11 SNIPPY. Still 6 310
1,LLNW000 SPRINGS 10 111601
ItLbNHONE (P70)9a5-24117
Garfield County Building and Planning
108 Eighth Street, Suite 201
Glenwood Springs. CO 81601
October 22, 2004
At
Re: Powerline Professional Park Subdivision Sewer Line
Dear Sir or Madam:
Cl l
, ,j NNC. Y.
ANr
Cottonwood Springs has agreed to process domestic sewage for the Powerline Professional
Park Subdivision. The agreement for that service is set forth in the Wastewater Service Agreement
dated September 5, 2000, and recorded on September 18, 2000, in Book 1207 at Page 944 as
Reception No. 569519. The sewer line has been constructed and the required physical connection
is complete, attaching the Powerline Professional Park sewer system to Cottonwood Springs.
Cottonwood Springs is prepared to accept domestic sewage at this time. No sewage has been
delivered as of this date.
Cottonwood Springs' agreement for service to the GMCO property is contained in the Waste
Water Service Agreement - Vint Amendment dated March 14, 2003, and recorded March 24, 2003,
in Book 1449 at Page 764 as Reception No. 623494.
TJT/clh
Very truly yours,
Thomas J. Triplet
r /1K_ - 9 V- 3ir7
Pil 1's _ J V'2-
INDUSTRIAL INSPECTION SERVICES
P.O. Box 639 Carbondale, CO 81623 phone 1 fax (970) 963-8452; ceII 948-2508
FAX TRANSMITAL
DATE:
U 14, 2004
TO:
Ad ijr4- e/ eye (OWNER)
C!0 J. D. CONTRACTING
FROM:
Becky Gremill'Non
becklRoullpal.com
FAX:
FAX PH:
963-8452
is.:
625-0676 office
CeII:
948-2508
379-8349 cell
PAGES:
3
Attn: dei i Decker
SPECIAL INSPECTION PROPOSAL: PROJECT - RIFLE. CO
PRE - PIONEERED METAL Humus / 11 LSI STRUICTII BOLTING
INSPECTION RATES: ALL INSPECTIONS PERFORIN THE ROARING FORK VALLEY WLL BE BILLED AT
Erniet % DAY ($390.00 PER) OR FULL DAY ($850.00) INSPECTION RATES IF TOE ON THE JOB EXCEEDS 4 HRS, rr
WLL BE CONSDHED All 8 FR DAY. (NOTE THESE costs ARE TIE sPoomm m OF THE OWN/ CASTER'S
AGBIT PER THE NFERMATIONAL BUILDING CODEl
CANCELLATION: N6PECTIows NOT GAUGE ED INO 24 HOURS NOTICE ARE SOBaEcT To as 4+DUR SHOW UP
FEL
OVERTIRE: OTRIE at. NE CHORGED N 1 HOUR NCIENEMIII ($95.00*6) AT 1 % TEES ME HOURLY RATE FOR ANY
IISPECTEN MEMO 8 HOURS OR ON SATURDAYS. SNOWS AID HODIIYS WlL BE Num AT nnBF*S TINS
QRS 011 OUR PART ABMW AGAC 41 TOPRONE SERVICES FORYOIMPROEM MEERTIE CONDITIONS
AND LOCATIONS SET FENCE FORIR YOU* =NAME Rawson YOUR ACCEPTANCE OF THS AG/aireM.
EQUIPIIDiT:.THE SI®MOREMIJIEL.M BOLT TENSION TESTING DEVICE VII BE NECESSARY TO CONA NT
MINIMUM BOLT TENSION OF A325 AND A490 IIGH4TRENGTH FASTHWRS. (TEE Uwomi B ams CODE REWIRES
Tam0N TES= OF A32S AND ANS MI -STRENGTH BDusI. FELD PROVIDED MATERIAL TEST REPORTS FOR SAID
BOLTS DO NOT SATISFY THIS REQUIREMENT. YOUR ERECTOR SHOULD PROVIDE THIS PECE OF EGUPMEMT. F
THE ERECTOR DOES NOT OWN ONE. WE CAN PROVIDE THE PECE OF EQUPMBR FOR $190AY (BOLT
TENSIONS ARE VES AT THE BEGRIME OF EACH DAY OF STEEL ERECTION. 5 OF EACH SE & LENGTH
AND WRONG LOT NUMBER USED ON PROJECT)
Tema: INVOICES ARE DUE UPON RECEIPT. WPAm BALANCE WILL BEM THE INTEREST AT THE RATE OF 1%%
PER MONTH, PLUS AN ADMNISTRATNE FEE PER BELONG CYCLE p10T TO EXCEED $SWMO). s iouao sousnma.
aIPEc oN %TomES eE mom TO SMITE LEGAL ACTION, CUSTOMER WIL BE RESPONSIBLE FOR ALL COSTS OF
COLLECTION, IK:LUDMIG REASONABLE ATTORNEY FEES. flan PROCESSING FEE PLUS MY ADDITIONAL
PENALTIES ALLOWED BY LAW WILL BE APPLIED TO ALL CHECKS RETURNED UNPAID.
LIABILfIY FOR INSPECTION SERVICES PERFORMED BY INDUSTRIAL INSPECTION SERVICES IS STRICTLY LOFTED
TO PROVISIONS SET FORTH IN THE UBC /EC (INIERNATIOML aNacum OODE), SECTKO1104.1 GOVERIING
INSPECTION ACTIVMES. ANY ADDITIONAL INSURANCE REQUIREMENTS WILL BE BORNE BY CLEW.
SCHEDULMIG INSPECTIONS 16 THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR / OWI®t'S AGER,
AND MUST BE MADE WITH A MIIIRNI OF 241OUR NOTICE MDUSIRIAL IISPECTNONS RESERVES THE RIGHT TO
APPLY A FOUR-HOUR MMIIYUN CHARGE FOR ALL CANCELLATIONS WITHOUT 24410UR NOTICE.
INDUSTRIAL
INSPECTION
SERVICES
INVOICE 8/12/04
TO: ) & D Rifle Properties / Perik Ow
c/o) D Contracting Oirn Pecker)
11580 County Road #320
Rifle, CO 81650
FOR SPECIAL INSPECTION OF
STRUCTURAL STEEL / HIGH-STRENGTH BOLTING ON:
Advanced Oil Services / Mehl Building 0 & D Rifle Properties) — Rifle, CO
er)
7/15 Full day special inspection of structural steel / high-strength bolting provided $650.00
7/16 Half day special inspection of structural steel / high strength bolting provided $390.00
7/17 Full day (Saturday - time x 1.5) special inspection of structural steel /
high - strength bolting provided $975.00
4 hours PT (double time) inspection 520.00
Skidmore - Wilhelm bolt tension testing machine rental 65.00
Sub Total
$3,640.00
4 hours (Sat) double time at regular OT weekend rate - (customer credit) -130.00
No travel time Saturday - (customer credit) -130.00
Skidmore - Wilhelm bolt tension testing machine rental - (customer .00
DUE UPON RECEIPT
'Nana ree
OONrnrONorsur IMISrnolt: AM font Ischia at we. la.rnbland midi iJtnM.r.m rrriamillest r pill SSA Air..`..
mak wpm ..e.yr.AN hadaSS er.aen.diir ski via is NS kintstis.SdIs.% resat Moil Mb.t.pro/ r Simla legal oils r steam et
debt e...-reerelit Ors _.- ars ...ieed.4Man re.Alirrr.d...mill .I.a..d..aSail alt. •ewYeardam , ....Siierie.v.lanai
prped►.d bylaw .rr M.Aid rd i-rnand .yia. Pia ..r..tepeer.eerda.-..r. y MS M. kr rai.r.d r.® tee r r ei&
nisi' wake eam awl= ormirnikint aSiladtetilmwsitrielm w.mpteg_rsr......tSher ages lbs ee...eerlanky give Wks est
eW-rpeed. SMI randEna.drwbrysrerdiar. Smarmy a.peaaeeer Smirk eray.e-?_.er7l_- pima"
.rrwir.f.Sea. irInfra -i-earMae SEM rt.rp+rrrwsw..rr4at lib oryr• .a,wrrsrMINN spade Swaysieeetrr...
sea slid r.r w.L.Nagd.ye.ae en jades khan _- s/ plea sppilemes.er.wra4rpeW.diw.ea* awlse ens Nall ars .etdNt
Isabela per uceere ia.r. WS/. .yea r....d by MI kiddie W r r, podia= tied IN {tC.eda NU r.....r., e.r.ede mita
P.O. Box 639 Carbondale, CO 81623 (970) 963-8452
//SPECIAL INSPECTION IS REQUIRED FOR ALL SHOP WELDING (UNAPPROVED FABRICATOR). FIELD WEWUIG AND
IUGHSTRENGTH BOLTING. BE ADVISED THAT WHILE THE USE OF AN 'APPROVED FABRICATOR' ELNIMATES
THE NEED FOR SPECIAL INSPECTION FOR WORK FABRICATION) PEPEORMED N THE SHOP OF THE APPROVED
FABRICATOR ONLY/. ALL WELDWWG AND HIGH STRENGTH BOLTING PERFORMED IN TIE HELD BY ANY
FABRICATOR 1 CONTRACTOR REQUIRES SPECIAL PISPECTION AS PER THE OVBiVEW ISWED BY THE BUILDING
OFFICIAL.
THE PROVISIONS OF THE INTERNATIONAL BUI.DNG CODE DO MDT PROVIDE FOR POST INSPECTORS OF THE
AFORMEJRIONED DISCIPLINES. THEREFORE, COMMUNICATION N SETTING UP REQUIRED INSPECTIONS IS
IMPERATIVE AS NOT TO RITERUPT WORK N PROGRESS. F WORK REQUIRING INSPECTION IS PERFORMED
WITHOUT THE PRESENCE OF A SPECIAL INSPECTOR, SAD WORK MAY REQU RE STRUCTURAL EMGNEER
APPROVAL AND POSSIBLE REMOVAL OF MATERIALS AND 1 OR ADDITIONAL TESTING TO ENSURE BUILDING CODE
COMPLIANCE
(NOTE: USE OF AN MSC 'APPROVED' FABRICATOR ONLY EXCUSES THEM! YOU MOM MANDATORY SHOP
(FABRICATION) INSPECTIONS. ALL FABRICATORS 1 CONTRACTORS ARE REQURED HAVE SPECIAL INSPECTIONS
FOR ALL FELD WELDING AND HIGH-STRENGTH BOLTING PERFORMED N PRg1 COUNTY 1 CITY OF ASPEN. TOWN
OF SNOWNASS. TOWN OF CARBONDALE AND WITHIN TIE CRY OF GLENWOOD SPRINGS)
PLEASE FEIEL. 10 CALL SHOULD YOU N4YE ANY GLESTnr6, 9634452 OR NY CHL 948.2506. WE LOOK FORWARD
TO DOING BUSINESS WITH YOU N THE NEAR arrow. PLEASE IDIS TNe ruoroug. HSTO THE ass' uas S
AGSE OF SAID PROJECT.)
BECKY GREMtLION
ICB000832411-85
LA CouNrY110472
CONFIRMATION
IT IS THE POLICY OF INDUSTRIAL INSPECTION SERVICES TO HAVE THE FOLLOWING
INFORMATION ON FILE PRIOR TO BEGINNING INSPECTIONS. PLEASE SIGN BELOW AND
RETURN ALL PAGES BY FAX TO (970) 963.1452.
THANK YOU
I HA , UNDER,ND AGREE TO THE ABOVE.
BY C—
PRINCIPE
FOR 223
COMPANY
APPROXIMATE START DATE:
10, faess
PRGM : Pull Pal/Premier Power Welder FAX NO. : 970963887500
Nov. 02 2004 07:15AM P6
INDUSTRIAL INSPECTION SERVICES
P.O. Bax 639
Calbesdale.CO 81623
(910) 963-8452 p8 / fax
Seel
Motion:
eve, ,
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friO Uatl
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F44Namber/t'` ?WL2
Pae Nods: 694G
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O Pleases owed
aseseNew
TalN page4,14 &uI ener. Adi " "a-
Potb-left-
FROM : 'Pul1 Pal/Premier Power Welder FAX ND. : 970963887500 Nov. 02 2004 07:15AM P5
GARFIELD COUNTY
(Attn: Andy Schwaller / Steve)
Building - Planning - Zoning
108 8th Street
Glenwood Springs, CO 81601
SPEC'IAi _ i NSPECTOR'S FI _ AL REPORT
EACH INSPECTOR MUST COMPLETE THIS REPORT AND MAIL IT TO THE DISTRICT
OFFICE OF THE BUILDING AND SAFETY DIVISION
TOTAL TIME ON JOB (IN DAYS): 3 BUILDING PERMIT # 9093.2004
JOB ADDRESS: Advanced Oil Services — 0079 Poweriine Road, Rifle, CO
GENERAL CONTRACTOR: J D Contracting (Jim Decker — 625-0676 / 379 — 8349)
TYPE OF WALL: Pre-engineered metal building
DESCRIPTION OF WORK INSPECTED:
Witness A325 high — strength bolt tensioning operations in steel — to — steel connections during
installation / erection of pre-engineered metal build ng per IBC / AISC code specifications (as
noted in daily reports).
LOCATION IN STRUCTURE:
Steel -to -steel A325 high — strength bolted connections at roof hovel as outlined in daily reports.
REMARKS:
All A325 high-strength bolt tensioning operations witnessed were performed by JD
Contracting personnel Turn -of nut method used; match — marking witnessed by HS special
inspector prior to each day's tensioning operations. Mill cert reviewed and kept on file by
fabricator. See attached dailies for detailed reports.
ALL WORK REFERENCED ABOVE APPEARS TO HAVE BEEN SATISFACTORILY
COMlPLE F.D AND CONFORMS TO THE APPROVED PLANS AND REQUIREMENTS OF THE
AWS DLI, AISC MANUAL (9' Edition) ANDTHE RNATION'AL • 1 IN //
L% % �5
PECTOR ID#
v
FROM :Pull Pal/Premier Power Welder FAX NO. : 470%3887500 Nov. 02 2004 07:13AM P2
o�suu�
SrECTI/N SERVICES
P.O. Box 639
CARBONDAIE, CO 81623
(070) 96343452 PHONE/FAX
Date
Project Air -iw.tme615io
deMentr 8rnldir
Page / of `/X
SPECIAL INSPECTORS. REPORT
Bldg Permit * 93 Address /14/4, r42
Owner ,4 74 44der��e:, tea6CMCPCSignAtit, Type of Inepecbon
Architect .4'a w__ZZt.oera-a° Engineer—.ve'sCtldrl
General Contractor ✓ G,I awren .rs, Subcontractor
Welding Electrode Welder
DESCRIPTION OF WORK INSPECTED
tlik2eiSaa LO'4.'fl c' eilte.f 'de- i 'getgente., .$rc.rrsaJ,'
f2cirSs SWAY /O X#'76 .Scl .4G v-
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er
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eras- 7.41t- $Bcyi v".-essneve, ea-k.a
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A325 / M90 HIGH STRENGTH BOLTS TESTED H SKIDMORE - WILHELM TENSION -TESTING DEVICE a. -r0 NO
WORK DESCRIBED ABOVE WAS WAS NOT O (PROVED PLANS
CONOMONS Of wO•eal011: MI Awns IS M MO tall OC2Ul r wM in WOW lwbw tot Owl* 1401 amp N Swan .In bMa11a 1an.krs Wenn `a ea pada 1ar.M a ea sal of
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ul la! vel. A Me wand aY VwwaR is. pa ow anions pose MONO Or N. .Ola aj0 t. d1 dada 180.01•3 Ups. TO pad Awn 1p. ..*d Malliniff aCwaMwM wallows
w re pa.MUU II l U1d.iboe 114 IS end rot Pleb Mplwll to mama to. nor a1 trabn or .lwaaYn ot sial wk d OW lobes(. ri MOlaw. sibbMslaan w *Moons iN
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IMO war pan.iplsad Meng CONS NM ell UlOp000 Out 0I3 not to 1epYNtl• b al/ on -IS vel o. lO r Mp peace MOW a Sl tow IAO IwOasld IN Mr MOW
venal *IPS a i 1.as no 00ntaolan r MMp CI pry +aM M aY I. It sites wM.M/CNada MWtMrl tpeibdb b peps We and any Babe Moa to M woos swami
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Signaturelatae nswer
tVc
Inspector's Name 1 gvr w
rime In 7: W Tine Cue Z. ReaSed by:
•FRON :'Pull Pal/Premier Power Welder FAX N0. : 970963697500
MISTRIAL
PECTIN SERVICES
P.O. Box 639
CARBONDALE, CO 81623
(970) 963-6452 PHONE/FAX
Nov. 02 2004 07:12PP1 P1
Date X4'.' 7, 261061
Project9-E.,err//'
Ara ,44102-
Page .2 of
SPECIAL INSPECTORS REPORT
ewe. Permit 0
re29'a Address //_
Owner / e4C6,. w S*ne Type of Inspection 4/l- Cardin �.rty
Architect .04Par T.r/Q �71 Engineer /vd rit/d/Q C.Orala v
General Contractor
nrosainit
rea�r/ Subcontractor 14/10.<, it
Welding Electrode r V Welder
DES RIPTION OF WORK INSPECTED
B1OA.4ir/ �r1et c1d .- rear 77, refeAcir er/a ...a ,02,04.4-,
es eir:74
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�.
iy _
490 HIGH STRENGTH BOL (ESTE H SKIDMORE - WILHELM TENSION -TESTING DEVICE S O NO
WORK DESCRIBED ABOVE WAS WAS NOT Q Pif RMED IN 4A CORRDE_NLTH APPROVED PLANS
C01011150111 et nsetrole V1100111MC we moon b DM M qt Al Mian Oro motto wpm neer M woos Pial lame rear sera we . teed Mint of We me
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by 111 pn•rlle, kI11M 1 0d Dal Int den all Wnlde enPw'9De.era4 worry Meeml Or Darnel d Ins Cal Moe 01 to mom. rap •Idpleylee. YWeals+ v Mar ten. 1M
coeurs Stabs. ger 1 a6. col nets to proms r Ort 1l Owe Wal nor the olnono dl a tree br out :FI shoe nmol Mn lot ow MYm d.mwd4 M work, vIv W w.a.npo
soh aw•s• Dene w applicable bare mnel e is Soo wtlwl0a Me de we coq s ea0wNY tr all• -tl11 ably an Me n art floe: Mer le N 10 bo We septate fie •er ens.
mane u.ahe at • (MOGI ur _..01. v rete a..y fare en •DI lobes. 0 r •r mNelrsS fPrwee ....,roar 10 neat .1Y w Mary meat* memos to a woe MOwmlq
brepeeean a pi I to arae 101.1 Luber b OW fork peered by 118 a Wray Dread rf. VPsam eked In Lac. sawn 101 g0rlrag IMPnlen
Inspector's Name .1 4114lr/./I'IIr
Tone In. Tine Out 7434, tied by.
FROM :-Pull Pal/Premier Power Welder FAX NO. : 970963887500 Nov. 02 2004 07:13AM P3
iliI'N
FECSERVICES
P.O. Bax 639
CARBONDALE, CO 81623
[970) 963-8452 PHONE/FAX
Date --/,‘--Or
Project/ .+c-•a:ourrhte•le
Page / of
SPECIAL INSPECTORS REPORT
Bldg. Permit I 7
Owner Sirgetteettel/rtared6Salete
Address '`M/ �,�n
Type of Inspection /1•ifl .
Architect A/Sr notarreastreati Engineer Ater _Tr,'CorsO
General Contractor �%.� cifelascIProer Subcontractor
Welding Electrode - Welder
DESCRIPTION OF WORK INSPECTED
aufctle:n'o,I, r .c/s - ,s resereame, ,-.4"caliciesaurnein. . XJ'r',
.41�
±geS /// .�ate1 /Aebslt/ "" esso lett/S ilrfL7 --aegad Saar
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.td -32.t are_ o �iccs ne/ 7astir ..s eCr../�rceSl
ne zea< .4arearsj realm' '� Acca c.e .2"r•a 6O
A4 fIGH SGTHTR BOLTS TESTE SK MORE WILHELM TENSION -TESTING DEVICE till- 0 NO
WORK DESCRIBED ABOVE WAS WAS NOT 0 PERFORMED IN ACCORDANCE WITH APPROVED PLANS
Cban0M1 O U lCtee: Y teen .dl be Mb IaOO am," k pal b tut M mach ate pw.ee lObt NOW. M Imtep.e alb flea satin 1.1p11l CAI be tad I M O te be isle M
1 rib eft bora aerobia Paid by carnal MS.Wal $Mq. TICS? we teen n 1-1W renewasia{ and SAMIS MFMIIi p0Y at MM. A 4 -Mw it sap IPO/Y ON COC. e.. Vag
Stew mile SM,N dB M reb10N M +Y.Ib Ned Sea M 8 bMYbr M date bond as . sal ea year aOCedea a diebeldell fbia. IS N be arltl b sMlpaps ti we COO .1Obd
Maid Out A de tired, donee p'OC..ellp IM PM say Oda blal pnbia eaemi by SO W w .olid to 11 &MtlM roamed .ld Tib 1W Mme l.te.bre a lMte.MY te CO.br.N0". --1ste1/
b/ s perld^pd 11 b .eaten be ,IS Or net pm.b.pba.lp .nets. In m, N 610:0n b WOMYYYI .se. boa I be Slo.. lf. .gYYM.i abiaNa—n m abet spinal T4
ta*Yi.IY Myer ran mamba, maw IM Wawa e1 ma MY pYCaw'd net 1M abw'dllee M b.M9 by w' Tem sea awn lien dal any dab= dierereald M baM1. Of kr dA' nenaeM0111nOI
nen, elebead plena one eel:Ra b! bidding c.ai. N b et Srrow der WWei no be M.Wp.be b ay weds Wel en Mb Of Mid: MOO. b dSY b MY b.eanlY b any Ora,
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diddled as pY I.BC=lbw 1011.1Mde lid ere evilpde.MdMy NS Y stay masa Y 1M pwa.l... chinas M IEC nun 101.8 peMMq AsOseissi anlbea
inspector's Name 7 drag r, ..e4n7*I Signature
Trio Irina/an. Tme Outrg,Ilt, Reo&Nad br:
'FROM : Pull Pal/Premier Power Welder FAX NO. : 970963887500 Nov. 02 2004 07:14AM P4
0111111 SE VICES
P.O. Box 639
CARBONDALE, CO 81623
(970) 963-8452 PHONE/FAx
Date %/S—c2 '
Project Searle. � L 9ge
Page / of /
SPECIAL INSPECTORS REPORT
Bldg. Permit 0 gcqs Address
Owner Type of Inspection ,vis rx r✓v
Architect_ /� Engineer
General Contractor I /tQ Com!/� % Subcontractor
Welding Electrode Welder
DESCRIPTION OF WORK INSPECTED
j" aw.4r Cheri roar S frateerZ /. T.esti,s4 t/.p ruins rt.
, - .IL irc 7I erseistese r.p ssf—i0 325 .!�/ 1- S7 p��1 .t.CTt�
/A `. d ,au Cieted,,as awe a cVea/ii
w.rs
_. ,s Terete ie s .i Gv./c was aawr.taravid ..v
-srager.zti sta.' ms's /er OSiy var . r
,-ee a 6-464- at _restTesao flay ai
/,C, .,.S1I _1_ .�«may r
t S_saav-r a& c tr r ►a
ala. aa,
A325 / A490 HIGH STRENGTH
NO
WORKESCRIBED ABOVE90W ST t-rm.§ NOT la R - ILS: TENSION-TESTING
WITH APPROVED? PS
AV, atlidaCtr-4 Age'
common ad OBf6:ildk M m.Ma MI to. nen ala mount v Md n N M neat. M NNW upon nem* Al make. wen blanc noonsning wield .111b0 sled SW e M rd* M
150% Mr moat Novae puede Dy lnpnunl llww•ela• 5..015) ars bled In t -leu. termite as one Saw nn.aae Me llwa ore.. .ae.N alwek.11 WOOD M..Wlbv was
344eanoes SMMOp.6bk MOSS to nebula SDI Sion ler M e9aea, YAM Aunt noult d /ax IMNCl Olt sane. Peet 15 IM m NNW b .warn W and Ma. Robed
• Me pp. nee nada debt wee wig le ga. .q east paean Wed bible ..I b .Maid b e dews named Waal 11116 W MMI wanes= .W YMAN 01e1DMb^a and No
q lis arwnntl. It toulesisecithol lei dee Mi prose. .gn•nri g tmww b, wane arses a. oulsoniolDi a M .oda •IdS dti car4..l.r.Ira.lT*C/ r eutiOeNtalin Of ad* or 1N
w4saer • b -b gown nen tw name/ M prerle a er NIC mace* lar M eenrbn on lento M ba Nil MY mesa own kw td* dans Swed P.edt. a b .no barerglaf
sell approval Met one .grlclble baking coda 110 abs Wanting Da 116 .i1 na m raeawa. ON any akW •WM an rI% roam rope miler 1911510 be e16 rinposeksa tr sty ..Ina..
MMM bnpw a . nett a M coranten a using at any welt On t.1 Pelee MOM M. werWom lM%kela .aat>mrkp b Dowd* We may .ad*ba See to nom bannV
to cern d* pa IEC .ratan 009.1 IaGab b.lq wR groaned a 115 6 al1dy WNW b M prM114a 'SS a 1B CC. .be 10\.100ga.me6 en M.
SI.CI.=M
Signature ` '+
Inspector's Name
Time Z - Tme out abler Rxekei t/.
•
No
9683
Job Address re)?!
'
Owner''/ Y 1
Contractor
Setbacks: ront
-fie-P i t
Assessor's Parcel No a r?'- /13 -0f 003
ST -/0y
Date
BUILDING IRMIT CARD 3 4We4L .t 1(R -t& IC Go S16•s0
Pe Address cJ 9d 464k Nrwe-141r.14ne #=_z,,
_ chte Address 115$0 co( 3.)c2.42 -P&-? MShone # <o°Z5-0676
RH LH Zoning
INSPECTIONS
Soils Test p v r
Footing - IK-'U`t I'\ /J
Foundation J - .4 -ol ✓�^�
Grout
Underground Plum•in• -4.• 0
Rough Plum -rig :^arilu.
Framing !-0
Insulation - /- / Aka
Roofing
Drywall j--61-0-/
Gas Piping I/°
Weatherproofing
Mechanical
Electrical Rough (State)
Electrical Fi = (Sta
Final ',ts cklist �q ¢leted/
Certificate Occupan y # igT1
l(, -o dat
Date /Dr os
-
Septic System # N//*
Date
Final
Other
NOTES sliver IkaMis1IS4
�: 4i4tlf &l.gs rTo Chq,e4 CAYasq — /4PQ,4�
/vim C 4 iiipci r (continue on back)
EXTERIOR
Address No.
Drainage
Decks -support & clearance to wood k
MGM -Stairs & rads SPAM
Extenor locks /tar/
Flashing around doors & wind %�
Insect screens
INTERIOR
Al
GARAGE
Fire wall separation
-1 t ' AWLS Service doors -13/4" min.
Door (20 min.) w/auto closer-11�
i
Mach equip. 16" above floor i
No opening into sleeping a -a pr
BASEMENT -CRAWL AREA
Insulation
.avi�
'
enire snows
FINAL CHECKLIST
MECHANICAL ROOM
Boiler
Hot water
FA. gadod
F • • r drain
Clearance
Air con. system
Hot water heater
Combustion air
Ges piping valves
LPG Drain
FIREPLACE/STOVE
Clearance to oom,
Comb -- A_
Termination of chi
Combustion air SAS
Hearth (12" or 20"•rr,
wAris
Glen doors ■
St
Certified by
REMARKS
STAIRWAYS
Headroom (60")
Railing & guardrails
Width
Rise & run
KITCHEN
Clearance above grill
Exhaust fan
Broder exhaust (t hr
BEDROOMS
Egress
Smoke detector
BATHROOMS
Exhaust tan
Shatterproof glees
OTHER
BUILDING PERMIT
'GARFIELD COUNTY, COLORADO
Date Issue t 1.104 Zoned Area Permit No. 0 lri
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECO NULL AND VOID.
Use S4ce( 31443_ t . `ma c
Address I D rip
Owner i
�r
Contractor C,C1frftti-Ctselea �
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing 5_ - /g• E) En,
Foundations— 0.5.----0 Si
Underground Plumbing ,.Z3_Q Ei
Insulation a Pp,i ; 3 31-o M.
Rough Plumbing 3 -(g -O
Drywall _ _c ma
Chimney & Vent ' 4 DM=
Electric Final (by State Inspector) ,
Gas Piping q4.0 /
Final 2 -fes rail
40*-
Electric Rough (By State Inspector) - 't
Septic Final
Framing ' -/-0 �_
(To include Roof in place and Windows
and Doors installed).
Notes:4/` 9$1
ye 79 ~Aden
„/
„ ! r l,r
ALL LISTED ITEMS MUST BE INSPECTED
WHETHER INTERIOR OR EXTERIOR,
AND APPR 1' ED BEFORE COVERING -
UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 IOg 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
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