HomeMy WebLinkAboutApplication- PermitGarfield County
Building & Sanitation Department
108 8" ` Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. 94 SID
Job Address 0 a e4 G • adgeriket.4 G gi b a3
deist0 8 -»1
Nature of Work Building Permit 9 3- /,/ - O o - .35 33
Use of Building /Aja..LQ 2 P 9 µo y 3.ltg-
Owner
Contractor
(AWL) 1kpa.,�.,, Q
Amount of Permit S 6 /4/. Go Date
Clerk
('dial. / a 1 a cJt3 S
_
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8'° Street, Smite 201, Glenwood Springs, CO 81601
Phone: 970-945-8212 / Fu: 970-384 445
3470 / Inspection Lime: 970.38003
`
Permit No: �[ 7��" Parcel/Schedule No: 75/ 5 - / 2/O 0353
AGREEMENT
PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR ANWOR Tia AGENT OTS DOMW►CIVR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWS BY THE BUILDING 1®ARTGENT.
174 CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER HERESY ACWS 11 CORM VTFH a11. BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFEID COUNTY PURSUANT TO AUTHORITY OIVtN IN MILAN C7 AS SIMS 171E SIGNER FURTHER AGREES THAT
I THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH 174 THE LCO►TION. irON, CONSTRICTION, AND USE OF THE ABOVE DESCRIBED
E
STRUCTURTHE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY MID TRAY AND AT' D M SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A FERMI BASED UPON PLANS, SPECIFICATIONS SIM OTHIB DATA 8MALL11D1' PWENT1= DUHDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS SPECIFICATIONS AND Ors= DR2A OR nest PREVENTING ICI DLNG OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF TITS CODE OR ANY OTHER ORDINANCE DRDDGULATIMI MINIS JUWSDICTIQ1.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED =Rune sues NOT CSNRT[UIE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLTTIES BY GARFEW COUNTY FOR ERRORS. OMISSIONS OR DMOCREPd91,'♦p. TS R®IOWSa1LITY FOR THESE ITEMS
AND IMPLEMENTATION DLTAFNG CONSTRUCTION RESIN SPECIEWIALLY vane Itt ARFSCi1C?. atRDRL AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTERIM.
Gartman
[ HEREBY ACKNOWLEDGE THAT I HAVE READ AHO UNOtRSTAND THE AGREEMENT ABORTItDMAL*
Itar
00463/
o-ta3iO4 -4-\43)_ uoGcr,t
Job Address:
0 6 c e / / 3 / g4 P6 . G 4 �z7�e- ro ?//ri
1 Lot No: Block/No:/ Subd. / Exemption:
PJ /N l .vp ()ecm Pno /11
2
es:
l,(/ Ni /7„p.D
Addr
/37- niccez4ve., 015.41t,-
Ph:
y 27- q/ l 9
Wk Ph:
3
Cut r:
KUP/7 goa/Sr7ucr7t v
Address' �^-�p
/3Y /P1s4'c• /'
Lr 9i•7-9/Ly
Lia No.
4
Arehltect/EDgineer:
Address:
Ph:
Lk. No.
5
Sq. Ft. of BQ ng: 0D
Sq. Ft. of Lot:
Height:a / / 6 /•
No. of Floors:
6
Use of Building:iv . `iOUSC
r
7
Describe Work(/
- arwus 4 e y-nts ;
t/V6 va2020 fZ Sot P.DE, . f Ron o,uv Mn
8
Class of Work: New o Alteration o Remove JAS
o Addition o Move
9
10
Garage: /� ❑ Single
H ❑ Double
Carport:
Carport: o Single
Double
o Driveway Permit ' # 3 J� On -Site Sewage Disposal yC She Plan
c crJ 14Smtie)QQ
11
Valuation of Work: S
ya-olccc
AdjBRed VRlaatiom: $S91V 200
12
Special Conditions:
&-7Hfoi41,--e,CE0 *--Ut6. /G/tX/SA
/FTTrrf b -b 4:43p,{ei ,
1
A SEPARATE
ISSUED
THIS
AUTHOR®
CONSTRUCTION
PERIOD
1 HEREBY
APPLICATION
PROVISIONS
COMPLETTD
GRANTING
TO VIOLATE
LOCAL
OFCO
NOTICE
ELECTRICAL PERMIT 6 REQUIRED
BY THE STATE OF COLORADO.
PERMIT BECOMES NULL AND VOW IF WORK OR
ES NOT COMMENCED WTIHON IM DAYS.
OR WORK 1S SUSPENDED OR ABANDONED
OF 1i DAYS AT ANY TIME AFTER WORK IS COMMENCED
CERTIFY THAT 1 HAVE READ AND
AND KNOW THE SAME TO BE TRUE AND
OF LAWS GOVERNING THIS TYPE OF WORK
WITHIN WHETHER SPECIFIED HEREIN
OF A PERMIT DOES NOT PRESUME TO
OR CANCEL THE PROVISIONS OF ANY
LAW REGULATING C I • ` UCITON OR THE
UCRON. /,/
Au
AND MUST BE
CONSTRUCTION
OR. IF
FOR A
EXAMINED THIS
CORRECT. ALL
WILL BE
OR NOT. THE
LIVE AUTHORITY
OTHER STATE OR
PERFORMANCE
70 ,, / -
PLD Check Fee:
2407. / O
Permit Fee:
Com. rrit
37 O
Total Fee: Dated PErmit issued:
4 /411. 4> D
(I(`(` roup:
C
Coast Type:
1V }j
4
.Ii�-1J
zoning:
Setbacks:
Manu. Home: [SDS No. & Fee: -
a OD
ftt°66
MA //_ / i is ,
1 ra I WA, y
flAiri; el,
1/BANE / I<: ,
It • /DANE
AGREEMENT
PERMISSION 1S HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR ANWOR Tia AGENT OTS DOMW►CIVR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWS BY THE BUILDING 1®ARTGENT.
174 CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER HERESY ACWS 11 CORM VTFH a11. BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFEID COUNTY PURSUANT TO AUTHORITY OIVtN IN MILAN C7 AS SIMS 171E SIGNER FURTHER AGREES THAT
I THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH 174 THE LCO►TION. irON, CONSTRICTION, AND USE OF THE ABOVE DESCRIBED
E
STRUCTURTHE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY MID TRAY AND AT' D M SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A FERMI BASED UPON PLANS, SPECIFICATIONS SIM OTHIB DATA 8MALL11D1' PWENT1= DUHDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS SPECIFICATIONS AND Ors= DR2A OR nest PREVENTING ICI DLNG OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF TITS CODE OR ANY OTHER ORDINANCE DRDDGULATIMI MINIS JUWSDICTIQ1.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED =Rune sues NOT CSNRT[UIE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLTTIES BY GARFEW COUNTY FOR ERRORS. OMISSIONS OR DMOCREPd91,'♦p. TS R®IOWSa1LITY FOR THESE ITEMS
AND IMPLEMENTATION DLTAFNG CONSTRUCTION RESIN SPECIEWIALLY vane Itt ARFSCi1C?. atRDRL AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTERIM.
Gartman
[ HEREBY ACKNOWLEDGE THAT I HAVE READ AHO UNOtRSTAND THE AGREEMENT ABORTItDMAL*
Itar
00463/
o-ta3iO4 -4-\43)_ uoGcr,t
The following items are required by Garfield County for a final inspection:
L A final Electncal Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Budding Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor covenngs, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing,
4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold tanning water.
non-absorbent floors and walls finished and a pnvacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1997 UBC requirements;
6. Outside grading done to where v.Ater will detour away from the building:
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
S. A final inspection sign oft by the Garfield County Road & Bridge Department for dnveway
Installation, where applicable; as well as any final sign off by the Fire District, where applicable.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED -
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
1 understand and agree to abide by the above conditions for occupan y, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit tt 11t(,('b
66ocir
Signature Date
Bpcont03/2004
3
PLAN REVIEW CHECKLIST
Applicant apf9 CQpf. r 7, 41 Date 1 -
Building Building
Engineered Foundation
Driveway Permit
/
Surveyed Site Plan
Grade/Topography 30%
44.Attach Residential Plan Review List
1/4./Minimum Application Questionnaire
Aub'vision Plat Notes
Fire Department Review
Valuation Determination/Fees
Red Dine Plans/Stamps/Sticker
Attach Conditions
Application Signed
✓Plan Reviewer To Sign Application
arcel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
39. Bg = 59$, ZAo
044A*4-5704 /soon T M -q7 69111510
Planning/Zoning
Prop:. y Line Setbacks
30ft ` eam Setbacks
Plain
Bu'. ding Hei t
Z. ine Si: -off
act Fees
RC Approval
e/Topography 40%
ing Issues
tes
•
. 1
i
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. When reviewing
a plan and it's discovered that required information has not been provided by the applicant, this
will result in the delay of the permit issuance and in proceeding with building construction. The
owner or contractor shall be required to provide this information before the plan review can
proceed. Other plans that are in line for review may be given attention before the new
information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the
plans to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan and 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"i 24" and
drawn to scale.
1
4
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
and original 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. Engineered foundations may be required. Check with the Building Department.
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, a 90 M.P.H.
windspeed, wind exposure B or C, and a 36 inch frost depth.
All sheets need 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 IBC, IPC, IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at time
of application fora 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: 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 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
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 L/ No Not necessary for this project
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
only", "A oval drawings only", "For permit issuance only" or similar language?
Yes f/ No Not necessary for this project
Gr (NL247-Er' °/l i,v&-5 7r f c-coe-c2
2
4
3
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
Yes v 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 ✓
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 t� 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 Le-- 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 L
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 t
10. Do the plans include design loads as required under the IBC or IRC for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes V No Not necessary for this project
11. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes No Not necessary for this project L-
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes v No Not necessary for this project
13. Is the wind speed and exposure design included in the plan?
Yes ti No Not necessary for this project
14. Does the building section drawing include size and spacing of floor joists, wall studs,
3
ceiling joisjs, roof rafters or joists or trusses?
Yes V No Not necessary for this project
15. Does the building section drawing or other detail include the method of positive
connecti9n 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 fisting 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 No %/ Not necessary for this project
18. Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the IBC or IRC?
Yes No — 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
IBC or IRC?
Yes No Not necessary for this project c-
20. Does the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes c-- No 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 necessary for this project L-
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 IBC Chapter 3)
4
, 01 -I
Yes No Not necessary for this project
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 Not necessary for this project C�
25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes V 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 c_.-- No Not necessary for this project
27. Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes t/ No Not necessary for this project
28. Have two (2) complete sets of construction drawings been submitted with the
application?
Yes L No
29. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes t_ 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 ui No
31. Do your plans comply with all zoning rules and regulations in the County related to your
zone district? For corner lots see supplemental section 5.05.03 in the Garfield County
Zoning Resolution for setbacks.
Yes L— No
32. Do you understand that approval for design and/or construction changes are required
prior to the implementation of these changes?
Yes t— 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
building permit?
5
Yes \/ No
34. Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of the building?
Yes ✓ 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 I./No
36. 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 between 7:30 a.m. and 3:30 p.m. Monday through Friday.
Inspections are to be called in to 384-5003.
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
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 �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 6 No
40. 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 the building permit application? Your attention in this is appreciated.
Yes L_ -No
6
,se
41. Do you know that the local fire district may require you to submit plans for their review
of fire safety issues? Yes V No (Please check with the
building department about this requirement)
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my abi •ty.
jefir
are
Signature l Date
Phone: 9>7 – 9 ((Gj (days);
(evenings)
Project Name: ---477z-e- Ce&- 7 #fib- 6—
Project Address: OC(o Z C ((3 , C!&�LiMtiO4-r--
Note:
3/oy
CO ,c /o77;7-.)
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.
7
Andy Schwaller
From: Bill Gavette [gavette@carbondalefire.org]
Sent: Thursday, March 31, 2005 9:29 AM
To: Andy Schwaller
Subject: Rudd Building G
Andy,
Rudd's building G looks ok. I don't have any issues with it at this point.
Original Message
From: Andy Schwaller [mailto:aschwaller@garfield-county.com]
Sent: Thursday, March 31, 2005 8:21 AM
To: Bill Gavette
Subject: Rudd
I have Buildings G and B still on my board. They need to supply more information with
building B but I think G is complete pending a review by you guys. It could also be that
we talked about this one already and it is lost in space with me.
Thanks,
Andy
1
COLORADO DEPARTMINT OF TRANSPORTATION
STATE HIGHWAY ACCESS CODE
NOTICE TO PROCEED
FDOT Permit No.
300012
4
SHISIMP. - .t:"' -h,;
082A7008.0Od/L
Local Jurisdiction
Garfield County
Permittee(s):
'Wayne Rudd
udd Limited Liability Company
32 Park Ave.
asalt, CO 81623
970-927-9119
Rolland Parker
Rudd Limited Liability Company
132 Park Ave.
Basalt, CO 81623
970-927-9119
Applicant;
Wayne Rudd
Rudd Limited Liability Company
132 Park Ave.
Basalt, CO 81623
970-927-9119
The permittee is hereby authorized to proceed with access construction within state highway right-of-way in
accordance with the above referenced State Highway Access Permit and this Notice to Proceed.
This Notice to Proceed is valid only if the referenced Access Permit has not expired. Access Permits
expire one year from date of issue if not under construction, or completed. Access Permits may be extended in
accordance with Section 2.3(11)(d), of the Access Code.
Adequate advance warning is required at all times during access construction, in conformance with the
Manual on Uniform Traffic Control Devices for Streets and Highways.
All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days
from initiation. The permittee or applicant shall notify the Department prior to commencing construction as
indicated on the Access Permit.
Both the Access Permit and this Notice To Proceed shall be available for review at the construction site.
This Notice to Proceed is conditional. The following items shall be addressed prior to or during construction as
appropriate.
None
Municipality or County Approval (When the appropriate local authority retains issuing authority)
By
(X)
Title
Date
This Notice is not valid until signed by a duly authorized representative of the Department
Colorado Department of Transportation
(X)
/
Title
.010C4-(-0 747
Date
SA -7A
Copy Distritidion: Required 1. Region Permit files 2. Staff Access Section. As needed: Local Authority, MTCE Patrol. Inspector Form 1265 8/98
COLO DEPARTMENT OF TRANSPOF JION )
STATE HIGHWAY ACCESS PERMIT
CDOT Permit No.
300012
State Highway No/Mp/Side
082A/008.000/L
Permit fee
100.00
Date at transmittal
02/16/2000
Region/Section/Patrol
03/2/12
Local Jurisdiction
Garfield County
The Permittee(s); Applicant;
Wayne Rudd Rolland Parker Wayne Rudd
Rudd Limited Liability Company Rudd Limited Liability Company Rudd Limited Liability Company
132 Park Ave. 132 Park Ave. 132 Park Ave.
Basalt, CO 81623 Basalt, CO 81623 Basalt, CO 81623
970-927-9119 970-927-9119 970-927-9119
is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in
accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked
by the issuing authority if at any time the permitted access and its use violate any parts of this permit. The issuing authority, the Department and their duly
appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of
the permit.
Location:
On
the north side of SH 82A, a distance of 1270 feet east from Garfield County Road 113.
Access to Provide Service to:
Warehousing 138,000 Sq Ft 85.00 %
Apartment 10 Each 15.00 %
Other terms and conditions:
* See Attached Pages 2 and 3 and Other Enclosures for Additional Terms and Conditions.
MUNICIPALITY OR COUNTY APPROVAL
Required only when the appropriate local authority retains issuing authority.
By
Date
Title
Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained
herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from
Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to
being used.
The permittee shall notify Leslie stanton with the Colorado Department of Transportation in Glenwood Springs at
970-945-7441 at (east 48 hours prior to commencing construction within the State Highway right-of-way.
The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to
accept the permit and its terms and conditions. /�
Perm a �/�///
(x)
Date
y���fr
This permit is not valid until signed by a duly authorized representative of the Department.
COLORADO DEPARTMENT OF TRANSPORTATION
By
Date (of issue /
Title
Access Manager
(x)
Z% U C7
Copy DSVibudon:
Required:
1.Reglon
2Applicant
3.8t0 Access Section
Make copies as necessary for:
Local Authority Inspector
MICE Patrol Traffic Engineer
Previous editions are obsolete and may not be used
CDOT Fonn *101 8198
3- 03 7A om£mJm CCJ'ow aNN mow(> nmm Q D No.m m�, pmN-Iii-
-Icy
-1.1 in
mmVmm On-•a00_C a'
-S• aSA0a0na N'<' NW aNm<m SS Obi
7w �.a W o
=3 . n o- 3 m7• m o ° °-' �. g o 3 ra 3 m m cu s a c w. m� c a d..°.._ y m �„
7 • 11 .�l C 7 m 7 J J W D n 00 °. m m i/7 m 5(5=5-505505
3 m
3 Ola- n�J ID CD 233,m c D m Jw D) 47 0-o-=
m--^momm£���a0.o.=•v '"mw.my.�msmvri cwm''W mmomf a. 03
S 7 = N m,mt 7 a 7 O
CD O. <m GS NGV am 7O_741nm0a SnO JS. -o. o7
31700.7:0 <£ u m m 3° W o a -' £ m '�'. c -Oi. S 3. ? fW-). CI 33-
'4. om° s �' 3 m< a o K
9,..0 ca o
al 3� 5m5 5� °m(i0030a0V mw m�-�o Dam m
n mor7n <.m'"3d3mm m .,c -q _oao-'o Wwm 3 N 3 c°i N�
m 0 0 m 0 m d m y41 •� G �. m ° S N O m- 0 J 3 O 3 0 n 0 t°7 0 N l m n 0
O, J £ -imp co O m O 7 3< n O N y m
C13 O p'< O -ice O m m m ?la m p m m a i a N ° m 0 GL O N O W m O N aco
°..N-. m Cr m O O S C J N m J m O m ° . O O Q W m 7 S N -' m ii11:1);
c S
CD m a° 3 m m < G. C co ;cal
>> O C m m m C t0 03 O N 0 O o N -G
of m a3 3 ^vv m .-...2 Wa° N f'cogrTo m y.° m CL; y n d m
C 3 O ££ °C� n ' c m S r m m • C m m J C O W
oom00? �Woadm°vo 3•�3 �m��9�»°9 m7?o m' �D�m
r. p co .7. A n T m J ° a '< o N m m m N m c n o x
mvo00° m3mna 3mm =° 4•nidCC10.opr<2 maz vdemm
a
f°"CO�g� 0-q'o£°'�am3 •
mm °:
o w C0C n co -0 15 0. 00 n v
p m l'I 7 m m C CO
; m D°'.1 A J a = 3 15 3 QK
m a) r 3-• s m Qm CO 5 r. 0 Sm a o D
0 m .�
o co 0p •o003 mmromo ?om•J<°vdma
'-•0 O 7 m awm0°m
NNy 2...F, -I. oSF my 'Lm
a ° F o m= moo 0 c m a m S' m- m m
m
S y 7 q ^=o�-.--8 0 0 J m to- cr N •� IM
m f0 C m Cr
n m 0 m 0 .C. 0 0 O 0 m° r 0 -. ° m
m
o • wvam3$ 3poo80 ommmsco Fa
.s 3°
3 w O- m 0 S .m. ^ 3 N N mq m ^: m m 0 w w 0 6
co 0.m .R: Sm m 3 J. 0 -co - S SaS� m
waw Ommn 0m�•Z l 0000 03 CD 0op
c o 0 ..... m 3 v J c 0 01 Q F i 0 m
JJ •37.0 30cm mm�m.�°mom
m w c 5
7.3@a -•3o m0cmi3 CO 0 floor
,�,< ° TO...< m 1. A-. < A.
nd.p 2.6L0 m
m Jmm m.
m m3 0)'C mm 010.<d 0 am5305 m.F
°.0150 .mc.3 a° O,<r CD3 -0 y °
y.a� w m n Cs0UO
0mowmmc J•0c00 o3armm
nmo00-i. m aS La 0Fnmg
° a CO m 0 m c 3 F Q d 0= w n?
myan< 3co ' J•
ai g m m J Q c 5. m m m. m S m n
3 m a3 001 m Jm m' ° o D.
0 0
• m D. O CO• 7 a p m 0 0001 w d Cl. S a m
'0 pi
mm° wmPo
• <
3 0 J <
3 2 o0 °Dam 0o-110°6
J o f m= m a'< o
0 m n m
Eabed '101 ULOj
m•m00ow F.c mwm moa, 0jD
a n n
n d. o„ 011, 3 0.0=.40m503-3-,
' a 0 0, 0 °m 5 cm-. 3._,_,c
' v 1 Z
comma 3m�m3cmmmm3mm
mFro z
3Sm3m'm503wmD5m °Ost
gZ
(p 0
CD
Cal 00 Co J SSd`.m< O J.2 0 -aa,,•-< m COSa %
acmmmm
3mois3*5woa0
c1 3
alms ax� w f 0515 -aw 0, cg 5.-° ami'
L y d
m m d
m N 0 3 ..< J •S m m m a 0 •< Oi
maw J Sndmd4J.0°-0°
S 0. S O m-. 0 m O J S w 0 0 a m m
O n o 0 0 a� " I m .5
F' S a o ° o-.< ° m* m 0 o, 0 3 0' m
.. m 0° J y m a 0 0 0 m m m0 a m
0? ma = y m anco co `<a m0 O ti.O•w
'w0 m m C g m m 0 m m y 3: •< L
3 m'y 0 g w x' m 3 A Et. 0. O o a m 5 n
3cy.ynim0020 .Famm
5dQmco a- c°°mmma)•m<1100
m n.ms a --0.-',m 0. L .3 0 0
as 05.no n_. 0.<=ao o_ wm
m m C w 0 J .< .m = 3 J ES' w 7
m-10311°�0m00 3m�0-,s0
3.a,o Sam n ° (0 az, m m O
;3m tat CD w°Om•1000, mr
.. co 0. J -0 ° n 0. F 0 F m 3 0 CD Co n m .„ -
a, . y m a w m m co m m '.i 4 0. w
J Dam m 0 S Q 0 7 n 3 e m 3 O La
m
m '0< n 0, N m' 0...... Z< D c 03 iJn y
yy .00 000 mm m ma a-
ct' 00°130a0m0
03io II0 M. a3n mC 00 °"`a
110 0
m0+ 53 f=0m>•c.m'
.J..= m _. m 0 O CO
S 0_. S m m 0 d 0'
w 5 w co • w m
ID
0.
m c O,
o2 1
A 0 0
N 0 m
�m
w
0 0
O
CD
a D
o H m
w
z' I m
'0)a=
- Oa
w 3
CO 0 a
Som
0.00
CD
3
d C
0 0..
n 0
m
i.D�3
S
0-
co n
C
Co
n m
•0 . •
Ea m
m
m
n
0. n
cr
< w
I
n •� n O m m 0 paw 5 m v sa n pi
w m. 00, 3 c c m 0 ° 3 0 3- 0 0 0 J
m y C 0 a o m 3 o 0 g 7 0 m c o
0Inca. o'FQTm0 a:�aamo
a,5 J°= O -o (0 ow
m O 3 0 J
mmo F°m Jma 00103.0 JCD C Cu H
N3. co
° m .0< m w .< J 0 co. m m500c 5 0 a --.
033-0-a
w A-
0)' 0 7 N N o. 0 0 t0 0 0 C m 0° Co
w ww-.0 S.0
0)`SC 05 =ij 0
F cocoa n
0000c.-3• 00 -et) 00)3 o•rmn
S iO Gj .O. m S m an d' - y. m y
m n J n m a 0
ammmo aJ3�E'=�03m
0' O ,y y J 0 m m 0,'Z S S• 3 w a
m J 3 m 2, m 3 3 S° m y DI
3 `° 0 0 3 0.Lm. T m o ,90-5-E4 5 3 3
�MI ��oa�Smma�03°a
wmm0<dmmmmm3.c�po3
0 0 n D a 3 c 3 J w
3 'o11.0.0as.°:gaOm
0 m 2""mmSm J°Jm CvraSN J.<T S°0, �y SSa0m:poi:"
mm N0 011 .� 0C om p�.mmn.0..gm:r �C O"mono m n w w 5.c a mo m Ja cr. vwm,.oo3m°f°'m'.a3-,�y0
m00'w °5.mmmS..-ciao5.CDD o0- •�S 00i'C° 0 0,cnmmmCL'm m=oOm a mm°'023� aTh .<dm w°Ca m00( 3 m 0, 3 m
a= 0 •m< a m -.Op O-,
O F co w N N m N O m m n C_& (7
mnc� °7mm0°0 2
A
n _D
��w3�* w0m3mlg,^z
0 Cfl* CD J-' 0 aDI 0, a"=S,w..
-' - w ?0ym0�m
co mm
o
N='m 3.O. rd go mmy
_ • J C J ..= 0
C01m73n 305=mm%vD
cpj 3N cm° nOom91.- DO
c .. m° w o m c 3 m
3�=-•f'°• fF3m Z--Smg0
O a O m o O C 0 m m a' C
el"
N m m m C D, J g 0� c .Z m D
rri
.0a w < m`< Z
003-'0. OO�07nwVa
N _ . m
8 J m f° o m 03.0 0 0 0 m
J
w 0,, 3Sq n -i`<S3Q0
mJ .ma msmaos<.F1
' 3 O 0 11 3 OR
0 0
n 3 3 m 3 Co3 0 J^ 0<
O 3 0° m GP" m a m O
3 co 0-
maa P. °.r 0
Kcim0' mai m03.ad
Op .G 03 0 0. 3 F 5. _.< a
S 0.9 g, m.O..ry Sco J m 3 cn
comm n.. !ling
a.,0,. w S Era; F.w _.nm
3'oncm m.0dmmmm
0a wan O „3 5' 0 o
MQ5m� 3 3ms3w
.... n 0.50 CD n '0-'a.�'C
0 o n_ o n n 0 0 m
m m >
N d m. - O 0 m C 3
A 7 0 J m m v m .m-.
`0< W Fco ' m 0 0 m
= 0.
0. O H 0 -s
DS c230,
O F m
N
3 Q m y 0
0 0 a O COD
0 C m D•
c0.(0(0
o - < m m
2.m 7 a
m j N m m
o 3
0 0 3 0
w aCam
N d 0. �
m m w m
3 m 2 m
N O 3 d
O
n Co D J m
MCD:
0). m
f0 - N c
oa33, w
o
co < 0 m
J co 3 m S W
oma_
3
O 0 m J
= J o 0 w
0
m n (0
w S9 d
mEDm', 0.3
n °
can
� 00 a
0 3
N
oa
O
Om
m
3 J
O c
C
S y
CD
a
0
Qn
n C
CD
0
C
0
0'
a
3
0
n
0
n
0-
cu
O
3.
m
3.
m
m
3.
0
0
0.
N
d
aam
0
M
m m • 0
CO
0
a m m
J ▪ m m 2,,
. m m
3 3 m
o 0 ▪ en
5 0
m < _
co0. O N
o
•0 J
c $.
nc
• ( 7
O 00.
O a 5
'< 0 d
m m 3
✓ 0 =
a
C
J m
a
m
0▪ 1 Z' J
S O
n
m. 0 0
3 x m
▪ F
o. CO
m
O
STATE HIGHWAY ACCESS PERMIT #300012
Issued to Rudd Limited Liability Company
TERMS AND CONDITIONS
February 16, 2000
1. If there are any questions regarding this permit, please contact Mike Smith at (970) 248-7231.
2. A Notice to Proceed, CDOT Form 1265 is required before beginning the construction of the access or any activity
within the highway right-of-way. All submittals, documents, plans and other items that must be completed, shall
be submitted and approved before a Notice to Proceed will be issued. Contact the Department (or local issuing
authority) for the Notice to Proceed.
3. The following items are required before a Notice to Proceed will be issued:
(a) Construction Plans Stamped by a Colorado Registered Professional Engineer.
(b) Certificate of Insurance Liability as per Section 2.3(11)(h) of the Access Code.
(c) Traffic Control Plan
4. The Permittee shall refer to all additional standard requirements on the back of this permit and any enclosed
additional terms, conditions, exhibits and noted attachments.
5. Upon completion of the access, the applicant shall notify the Access Manager by certified mail within 10 days at:
Colorado Department of Transportation
Mike Smith Region 3 - Access Manager
606 South 9'" Street
Grand Junction, Colorado 81501
6. This Permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based in part upon
the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application
and Permit. Any changes in traffic volumes or type, drainage, or other operational aspects may render this permit
void, requiring a new permit to be applied for based upon existing and anticipated future conditions.
7. This permitted access is only for the use and purpose stated in the Application and Permit.
8. Nothing in this permit shall prohibit the chief engineer from exercising the right granted in CRS 43-3-102
including but not limited to restricting left hand turns by construction of physical medial separations.
9. Water, sanitary, sewer, gas, electrical, communication, landscaping, and telephone installations will require
individual additional permits.
10. The Permittee is responsible for obtaining any necessary additional federal, state and/or City/County permits or
clearances required for construction of the access. Approval of this access permit does not constitute verification
of this action by the Permittee.
11. Any work within State Highway right-of-way shall begin after 8:30 A.M. and all work and equipment shall be off
the highway BEFORE 3:30 P.M. each day.
12. No highway lane closures or one-way traffic will be allowed.
13. No work will be allowed at night, Saturdays, Sundays and legal holidays without prior authorization from the
Department. The Department may also restrict work within the State Highway right-of-way during adverse
weather conditions.
14. It is the responsibility of the Permittee to prevent all livestock from entering the State Highway right-of-way at this
access location. Any livestock that does enter the highway right-of-way shall be the sole responsibility of the
Permittee.
15. In the event the landscaping becomes unsightly or considered to be a traffic hazard, The Department may require
that it be removed promptly by the Permittee and at no cost to the Department.
16. Landscaping shall not obstruct sight distance at any State Highway access point.
17. A fully executed complete copy of this permit must be on the job site with the contractor at all times during the
construction. Failure to comply with this or any other construction requirement may result in the immediate
suspension of work by order of the department inspector or the issuing authority.
STATE HIGHWAY ACCESS PERMIT #300012
Issued to Rudd Limited Liability Company
TERMS AND CONDITIONS(cont'd)
February 16, 2000
18. Survey markers or monuments found in state highway right-of-way must be preserved in their original positions.
Notify the Department at (970) 248-7220 immediately upon damage to or discovery of any such markers or
monuments at the work site. Any survey markers or monuments disturbed during the execution of this permit shall
be repaired and/or replaced immediately at the expense of the Permittee.
19. It shall be the responsibility of the Permittee to verify the location of the existing utilities and notify all utility
owners or operators of any work that might involve utilities within the State Highway right-of-way. Any work
necessary to protect existing permitted utilities, such as an encasement will be the responsibility of the Permittee.
Any damage or disruption to any utilities during the construction shall be the Permittee's responsibility and shall
be repaired or replaced at no cost to the Department
20. Any damage to any present highway facilities including traffic control devices shall be repaired immediately at no
cost to the Department and prior to continuing other work. Any mud or other material tracked or otherwise
deposited on the roadway shall be removed daily or as ordered by the Department inspector.
21. Areas of roadway and/or right-of-way disturbed during this installation shall be restored to their original
conditions, to insure proper strength, drainage and erosion control.
22. Any incomplete construction activity on the State Highway that must be left overnight, shall be barricaded and
signed in accordance with the Manual on Uniform Traffic Control Devices and other applicable standards.
23. Open cuts, which are 6 inches in depth, within 30 feet of the edge of the State Highway traveled way, will not be
left open at night, on weekends, or on holidays.
24. No more than 6 feet of trench areas shall be opened at any one time. Open trenches and other excavations within
the State Highway right-of-way shall be backfilled and/or paved before 3:30 P.M. of each working day or be
protected in accordance with the M.U.T.C.D.
25. The area around the new work shall be well graded to drain, top soiled, fertilized, mulched and re -seeded in
accordance with the Department standard specifications.
26. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance
shall be securely braced with approved end posts and in conformance with the Department's M-607-1 standard,
before the fence is cut, to prevent slacking of the remaining fence. All posts and wire removed shall be returned to
the Department.
27. All excavations for utility lines, culverts, trenches or tunnels shall meet the requirements of the Occupational,
Safety and Health Administration (OSHA), Colorado Industrial Commission, Colorado Division of Mines or the
Colorado Department of Transportation, whichever applies.
28. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of
50 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum of
20 feet. If curb and gutter are present, the slope shall be calculated from pan line to pan line. Any revisions to this
requirement shall be subject to Department review and approval prior to commencement of any work within the
highway right-of-way.
29. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from
initiation of construction within State }lighway right-of-way.
30. Pursuant to section 4.10.2 of the State Highway Access Code, the access roadway shall not exceed a maximum
grade of 10 percent within the highway right-of-way, as measured 50 feet beyond the pavement edge and
extending to the right-of-way line. The access vertical grade shall be designed and constructed in conformance
with the Department M & S standard M-203-1.
31. The design of the horizontal and vertical sight distance shall be no less than the minimum requirements, as
provided in section 4.9 of the State Highway Access Code, 2 CCR 601-1.
32. All required access improvements shall be installed prior to the herein -authorized use of this access.
33. The access shall be surfaced immediately upon completion of earthwork construction and prior to use.
STATE HIGHWAY ACCESS PERMIT #300012 February 16, 2000
Issued to Rudd Limited Liability Company
TERMS AND CONDITIONS(cont'd)
34. Compaction of subgrade, embankments and backfill shall be in accordance to section 203.07 of the Department's
standard specifications.
35. The surfacing shall meet the Department's specifications with minimum surfacing to be equal to or greater than
existing highway conditions. (I.e. gravel if Gravel exists on current highway, Asphalt it' asphalt exists on current
highway.)
36. Slopes shall be at a 6:1 ratio on the roadway and a 6:1 ratio on the approach.
37. No drainage from this site shall enter onto the State Highway travel lanes. The Permittee is required to detain all
drainage in excess of historical flows and time of concentration on site.
38. All existing drainage structures shall be extended, modified or upgraded, as applicable, to accommodate all new
construction and safety standards, in accordance with the Department's standard specifications.
Garfield County
Building and Planning
108 8th Street Suite 201
Glenwood Springs, CO 81601
970.945.8212
Plan analysis based on
the 2003 International Building Code
Project Number: Date: January 11, 2005
Project Name: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
Contractor: Rudd Construction
Occupancy: F-1 Architect: Hoestra
Construction: II -B Engineer: Guy
Report By: Andy Schwaller
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 2003 IBC.
It is a guide to selected sections of the code.
Report created using Plan Analyst software by IHS Global 800-854-7179
FRONTAGE INCREASE:
Perimeter of the entire building = 490 feet.
Perimeter which fronts a public way or accessible open space = 480 feet.
Minimum width of public way or accessible open space = 20
Allowable area increased 48.64% for frontage increase.
- - Sec. 506.2
FL
NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
1 Factory F-1 ok 15000 23039 0.65 ok
TOTAL FOR FLOOR 15000 23039 0.65 ok
BUILDING TOTAL 15000 23039 0.65 ok
- - Sec. 503, 504, 506 and Table 503
Page # 2
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
The actual height of this building is 18.0 feet.
PROPERTY DESCRIPTION:
North Side has building. - To building = 60.0 ,assumed property line 30.0
Exterior wall rating based on distance to assumed property line.
- - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE
East Side has building. - To building = 140.0 ,assumed property line 70.0
Exterior wall rating based on distance to assumed property line.
-- Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE
South Side has a property line. - Distance to property line = 55.0
West Side has building. - To building = 70.0 ,assumed property line 35.0
Exterior wall rating based on distance to assumed property line.
- - Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Sec. 602, Tables 601 and 602, and Sec. 704
NORTH EAST SOUTH WEST
OCC BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON OPNG%
GALL BRG UP/PR WALL BRC UP/PR WALL BRC UP/PR WALL BRG UP/PR
F-1 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL 0 -hr 0 -hr NL/NL
The exterior walls are required to be of NONCOMBUSTIBLE material.
-- Sec. 602.2
Projections from exterior walls shall be of noncombustible material.
- - Sec. 704.2.1
Exterior walls are required to be fire -rated for exposure to fire:
1. From Both sides when fire separation is 5 feet or less.
2. On the interior side only when separation is greater than 5 feet.
-- Sec. 704.5
up/pr = Maximum percent of openings in the exterior wall.
-- Table 704.8
up - The maximum percent if all openings are unprotected.
pr - The maximum percent if all openings are protected.
If some are protected and some are not, then use formula
in Sec. 704.8
Openings in lhr walls are required to be protected with
3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4
Openings in walls required to be greater than lhr are required
protected with 1 1/2 hour assemblies. -- Sec. 715.4
NL No fire protection requirements for openings.
NP Openings are not permitted in this wall.
Page # 4
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
WALLS ASSEMBLIES -- Sec. 712.3
Through penetrations of walls:
1. Penetrations shall be installed as tested in the fire resistance
rated assembly. -- Sec. 712.3.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch
of water and shall have an F rating of not less than the required
rating of the wall penetrated. -- Sec. 712.3.1.2
Exception: Where penetrating items are steel, ferrous or copper
pipes or steel conduits, the annular space between the and the
penetrating item and the fire resistance rated wall shall be
permitted to be protected as follows:
1. In concrete or masonry walls where the penetrating item is a
maximum of 6 inches nominal diameter and the openings is a
maximum 144 square inches, concrete, grout or mortar shall be
permitted.
2. The material used to fill the annular space shall prevent the
passage of flame and hot gasses sufficient to ignite cotton.
Membrane penetrations of walls:
The requirements are the same as for through penetrations.
-- Sec. 712.3.2
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.
Page # 5
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4
Through penetrations of fire -resistive horizontal assemblies:
1. Through penetrations shall be installed as tested in an approved
fire resistance rated assembly. -- Sec. 712.4.1.1
2. Penetrations shall be protected by an approved penetration firestop
system with a minimum positive pressure differential of 0.01 inch of
water and shall have an F rating and a T rating of not less than
1 hour but not less than the required rating of the floor
penetrated. -- Sec. 712.4.1.2
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.
Membrane penetrations of fire -resistive horizontal assemblies:
The requirements are the same as for through penetrations.
-- Sec. 712.4.2
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 144 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.
DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716
Dampers shall be accessible for inspection and servicing. 716.4
Where required. -- Sec. 716.5
1. Fire walls. -- Sec. 716.5.1
2. Fire barriers -- Sec. 716.5.2 See exceptions
3. Shaft enclosures -- Sec. 716.5.3 See exceptions
4. Fire partitions -- Sec. 715.5.4 See exceptions
5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions
Page # 6
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
OCCUPANCY SEPARATIONS -- Sec. 302.3.2 and Table 302.3.2
No occupancy separations required.
SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1
Furnace rooms where any piece of equipment is over 400,000 BTU
per hour input -- 1 hour
Rooms with any boiler over 15 psi and 10 horsepower -- 1 hour
Refrigerant machinery rooms -- 1 hour
Incinerator rooms -- 2 hours NOTE: An automatic sprinkler system is required
Storage rooms over 100 square feet -- 1 hour
Note: This list covers only the most common uses. See Table
302.1.1 for a complete list.
EXIT REQUIREMENTS:
FL NAME NUMB MIN MIN PANIC CORRIDOR DOOR NOTES
OCC EXITS WIDTH HDWR RATING SWING
1 Factory
TOTAL FOL FLOOR
150 2 30.0 No N/A
150 2 30.0 No N/P.
t 1
FOOTNOTES:
1. Two exits are required from this area since the occupant load exceeds
allowable in Table 1014.1
NOTES FOR EXIT TABLE
Door swing is based on Section 1008.1.2
Occupant load is based on Section 1004 and Table 1004.1.2
Exit width is in inches and based on Section 1005.1 & Table 1005.1
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.
For the minimum width of doors, see Section 1008.1.1.
For the minimum width of corridors, see Section 1016.2.
For the minimum width of stairways, see Section 1009.1.
Exits shall be continuous from the point of entry into the exit to
the exit discharge. -- Sec. 1003.6
EXIT SEPARATION
In areas where 2 exits are required, the minimum separation is 1/2 of
the maximum diagonal of the area or floor measured in a straight line
between exits or exit access doorways.-- Sec. 1014.2.1
Multiple means of egress shall be sized such that the loss of any one
means of egress shall not reduce the available capacity by more than
50 percent. -- Sec. 1005.1
Page # 7
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
EXIT SIGNS
Exits and exit access doors shall be marked by an approved exit sign.
Signs shall be placed where the exit or the path of egress travel is not
immediately visible. No point to be more than 100 feet from an exit sign.
- - Sec. 1011.1
Exception 1: Exit signs are not required in rooms or areas which require
only one exit.
Exception 2: Main exterior exit doors which obviously and clearly are
identifiable as exits need not be signed when approved.
Exit signs shall be internally or externally illuminated.
- - Sec. 1011.2
Exit sign shall be illuminated at all times including during loss of
primary power. -- Sec. 1011.4 & Sec. 1011.5.3
BOLT LOCKS:
Manually operated flush bolts and surface bolts are not permitted.
-- Sec. 1008.1.8.4
Exception 2: Where a pair of doors serves a storage or equipment room,
manually operated edge- or surface -mounted bolts are
permitted on the inactive lcaf.
LOCKS AND LATCHES:
Egress doors shall be readily openable from the egress side without the
use of a key or any special knowledge or effort. -- Sec. 1008.1.8
Locks and latches shall be permitted to prevent operation where any
of the following exists:
Exception 2: The main door or doors in Group B, F, M and S areas are
permitted to be equipped with key operating locking devices
from the egress side provided:
2.1 The locking device is readily distinguishable as locked.
2.2 A readily visible durable sign is posted on the egress
side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING
IS OCCUPIED
Exception 3: Where egress doors are used in pairs, automatic flush bolts
shall be permitted to be used, provided the door leaf having
the automatic flush bolts has no doorknob or surface -mounted
hardware.
Page # 8
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
ADDITIONAL DOORS:
Where additional doors are provided for egress purposes, they
shall conform to the requirements in Section 1008.1
LANDINGS AT DOORS:
1. There shall be a floor or landing on each side of a door.
-- Sec. 1008.1.4
2. Such floor or landing shall be at the same elevation on each
side of the door. -- Sec. 1008.1.4
3. The floor or landing shall not be more than 1/2 inch lower than the
threshold. -- Sec. 1008.1.6
4. 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. 1008.1.5
5. The space between two doors in series shall be 48 inches plus the
width of door swinging into the space. -- Sec. 1008.1.7
EXIT ACCESS TRAVEL DISTANCE:
The maximum travel distance in Group F1 is 200 feet. -- Table 1015.1
BUILDING ACCESSIBILITY
1. In addition to accessible entrances required by Sections 1105.1.1
through 1105.1.6, at least 50 percent of all public entrances
shall be accessible. -- Sec. 1105.1
2. At least one accessible entrance shall be provided to each tenant,
dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6
3. Where parking is provided, accessible parking spaces/hall be provided
in compliance with Table 1106.1 -- Sec. 1106.1
4. At least one accessible route shall connect each accessible level.
-- Sec. 1104.4 See exceptions.
5. Accessible routes shall coincide with or be located in the same
area as a general circulation path. Where the circulation path is
interior, the accessible route shall also be interior.
-- Sec. 1104.5
6. On floors where drinking fountains are provided, at least 50 percent,
but not less than one fountain shall be accessible. -- Sec. 1109.5
ROOFING REQUIREMENTS:
1. The roofing on this building is required to be Class C. -- Table 1505.1
w.
Page # 9
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
Areas containing high piled combustible stock or rack storage in
any occupancy group require smoke and heat vents. Design to comply
with the International Fire Code. -- Sec. 910.2.3
LIGHT AND VENTILATION
1. Every space intended for human occupancy shall be provided with
natural light. The minimum net glazed area shall not be less than
8% of the floor area. -- Sec. 1205.1 and 1205.2
Any room is permitted to be considered as a portion of an adjoining
room where one half of the area of the common wall is open and
unobstructed and provided not less than one tenth of the floor area
or 25 square feet, whichever is greater. -- Sec. 1205.2.1
Artificial light shall be provided that is adequate to provide an
average illumination of 10 foot candles over the area of the room
at a height of 30 inches above the floor. -- Sec. 1205.3
2. Natural ventilation of an occupied space shall be through windows,
doors, louvers or other openings to the outdoors. -- Sec. 1203.4
The minimum openable area to the outdoors shall be 4 percent of the
floor area. -- Sec. 1203.4.1
Any room is permitted to be considered as a portion of an adjoining
room where unobstructed openings are provided that have an area not
less than 8% of the floor area of the interior room but no less than
25 square feet. -- Sec. 1202.3.1.1
When openings are below grade, clear space measured perpendicular to
the opening shall be one and one half times the depth of the opening.
-- Sec. 1203.4.1.2
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures
shall be mechanically ventilated. -- Sec. 1203.4.2.1
CEILING HEIGHTS:
Occupiable spaces, habitable spaces and corridors shall have a ceiling
height of not less than 7 feet 6 inches. Bathrooms, toilet rooms,
kitchens, storage rooms and laundry rooms shall be permitted to have a
ceiling height of not less than 7 feet. -- Sec. 1208.2
Page # 10
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
WALL AND CEILING FINISH:
1. Wall and ceiling finish materials are required to comply with
Sec. 803.5 and Table 803.5.
2. Textile wall coverings shall have Class A flame spread index and
shall be protected by automatic sprinklers or meet the criteria in
Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1
3. Carpet and similar textile materials used as a ceiling shall have a
Class A flame spread index and be protected by automatic sprinklers.
-- Sec. 803.6.2
4. Expanded vinyl wall coverings shall comply with the requirements for
textile wall and ceiling materials. -- Sec. 803.7
5. Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 6 inches.
- - Sec. 1210.1
6. Walls within 2 feet of urinals and water closets shall have a smooth,
hard nonabsorbent surface, to a height of 4 feet above the floor.
- - Sec. 1210.2
INSULATION NOTES:
1. Insulating materials shall have a flame -spread rating of no more than
25 and a smoke developed index of not more than 450. -- Sec. 719.2
(concealed installation) and Sec. 719.3 (exposed installation)
Foam plastic insulations are required to be protected. -- Sec. 2603
ACCESSIBLE FACILITIES:
NOTE: Except as noted, section numbers listed below are from
ICC/ANSI A117.1-1998
WATER FOUNTAINS AND WATER COOLERS:
Accessible units must comply with the following:
1. Spout is to be within 36 inches of the floor. -- Sec. 602.4
2. Spout arranged for parallel approach shall be located 3 1/2
inches maximum from the front edge. Units with a forward approach
shall have the spout 15 inches minimum from the vertical support
and 5 inches maximum from the front edge of the unit.
-- Sec. 602.5
3. Spouts shall provide a flow of water 4 inches height minimum.
-- Sec. 602.6
•
Page # 11
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
TOILET FACILITIES:
1. A 60 inch diameter turning space or T-shaped space is required
in the toilet room. -- Sec. 603.2.1 and 304.3
Doors shall not swing into the clear floor space for any fixture.
603.2.3 See exception for rooms used for individual use.
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 16 to 18 in. Sec. 604.2
3. When the accessible water closet is not in a compartment:
Clearance around the water closet shall be 60 inches minimum,
measured perpendicular to the side wall, and 56 inches minimum,
measured perpendicular to the rear wall. -- Sec. 604.3.1
4. When the accessible water closet is in a compartment:
Wheelchair accessible compartments shall be 60 inches wide
minimum measured perpendicular to the side wall, and 56 inches
deep minimum for wall hung water closets and 59 inches deep
for floor mounted water closets, measured perpendicular to the
rear wall. -- Sec. 604.8.1.1
Compartment doors shall not swing into the minimum required
compartment area. -- Sec. 604.8.1.2
to.
Page # 12
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
5. Grab bars shall have a circular cross section with a diameter of
1 1/4 inch minimum and 2 inches maximum, or shall provide
equivalent graspability. -- Sec. 609.2
The space between the wall and the grab bar shall be 1 1/2 inches.
Sec. 609.3
Grab bars shall be mounted in a horizontal position 33 inches
minimum and 36 inches maximum above the floor. -- Sec. 609.4
a. Side wall grab bars are required to start within 12 inches
of the backwall and extend to 54 inches from the back wall.
(The minimum length of the bar is 42 in) -- Sec. 604.5.1
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. 604.5.2
6. The top of the water closet seats shall be 17 to 19 inches above
the floor. -- Sec. 604.4
7. Accessible urinals shall be of the stall type or wall hung with
the rim at 17 inches maximum above the floor. -- Sec. 605.2
8. Accessible lavatories shall be mounted with the rim 34 inches
maxi -um above the floor. -- Sec. 606.3
9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5
10. Water supply and drain pipes under lavatories shall be
insulated or otherwise treated to protect against contact
-- Sec. 606.6
11. Mirrors shall be mounted with the bottom edge of the reflecting
surface 40 inches maximum above the floor. -- Sec. 603.3
Code review for:
Project Id.: Rudd Construction Building G
Address: 0062 Cattle Creek, Carbondale CO.
GLAZING REQUIREMENTS
All glazing in hazardous locations is
glazing material. -- Sec. 2406.1
Locations: --
1. Glazing in
2. Glazing in
and panels
3. Glazing in
4. Glazing in
5. Glazing in
Page # 13
required to be of safety
Sec. 2406.3
swinging doors except jalousies.
fixed and sliding panels of sliding patio door assemblies
in sliding and bifold closet door assemblies.
storm doors.
all unframed swinging doors.
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
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.
Exception: Panels where there is an intervening wall or other
permanent barrier between the door and glazing.
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:
7.1 Exposed area of an individual pane greater than 9 square feet.
7.2 Exposed bottom edge less than 18 inches above the floor.
7.3 Exposed top edge greater than 36 inches above the floor.
7.4 One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
See Exceptions.
8. Glazing in guards and railings regardless of the area or height
above a walking surface.
9. Glazing in walls and fences enclosing indoor and outdoor swimming
pools, hot tubs and spas where all of the following are present:
9.1 The bottom edges of the glazing on the pool or spa side is
less than 60 inches above the walking surface.
9.2 The glazing is within 60 inches of the water's edge.
10. Glazing adjacent to stairways, landings and ramps within 36 inches
horizontally of a walking surface when the glass is less than 60
inches above the plane of the walking surface.
11. Glazing adjacent to stairways within 60 inches horizontally of the
bottom tread of a stairway in any direction when the exposed glass
is less than 60 inches above the nose of the tread.
See Exceptions.
•
Jan. 15. 2007 2:36PM REEVES&SONS
No 4606 P 2
Inspection Report Page 1 of 1
COLORADO STATE ELECTRICAL BOARD
INSPECTION REPORT / CORRECTION NOTICE
Date Received: 13 -SEP -08
Permit Number- 597047
Contractor/HomeOwner:
Address:
Type of Inspection:
Action:
REEVES AND SONS ELECTRIC
0062 Cnty Rd 113 Bld G Unit 1
Final
Accepted
Comments or Corrections: 4 meters, panels, lights & receptacles This is an open building
that will need additional permits for gtenent finishes.
Inspectors Name: Robert Fuller
Phone Number: 970 625-4561 Date: 13 -SEP -06
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan St. Suite 550
Denver, Colorado 80203-1941
Phone: (303) 894-2985
Ixttns://ww'w.dorauate-Cc.us/nls/real/En Web Insnejtioa CrUI.Process Page
1/15/2001
WAYNE RUDD
132 Park Ave.
Basalt, CO 81621
970-927-9119
Fax 970-9274027
c
Bt _
January 15, 2007
Andy Schwaller
GARFIELD COUNTY BUILDING DEPARTMENT
108 8th Street - Suite 401
Glenwood Springs, CO 81601
Dear Andy:
Per your request, enclosed are red line floor plans showing the deleted walls and bathrooms as
well as walls and two additional bathrooms to be constructed in Building G, Cattle Creek
Center, 0062 County Road 113, Carbondale, CO 81623. Also enclosed is a copy of the final
electrical permit showing the four original panels installed in the building.
IVSD
3 2007
Airy
—d n•VINQ
Do I need to apply for an additional permit for the remaining walls and bathrooms? If so, please
let me know, and I will fill out the form right away.
Thank you for your assistance.
Property and Project Manager
WEST SLOPE TESTING & INSPECTION
3177 Glendam Dr
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
3-29-06
Page 1 of 1
Andrew Schwaller
Garfield County Building Official
108 8th St., Suite 401
Glenwood Springs, CO 81601
Please find enclosed copies of special inspection reports for Cattle
Creek Building G & B.
Thank You; Doug Young
RECEIVED
MAR 3 1 2005
GAR f-'vLu CouN fY
BUiLD!NG & PLANNING
West Slope Testing & Inspection
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Inspection Report
Report #2
Page 1 of 1
Date: 3-13-06
Project: Building G Cattle Creek Commercial Center
Address: 0062 County Rd. 113 Glenwood Springs, CO
Building Permit No: 9480
General Contractor: Rudd Construction
Contractor that Performed Work: KDM Builders
Inspection of shop fabrication or field work at job site: Field
Report: Visually inspected the high strength bolting at the main frame
connections, pipe strut connections, angle bracing connections, and at
most of the end wall connections.
It appeared that the high strength bolting inspected above was in
accordance with the building manufactures drawings, and had been
tightened per the turn of the nut method as outlined in the AISC
Specification for Structural Joints Using ASTM A325 or A490 Bolts
except as noted below.
1) It appeared that a few of the high strength bolts still needed to be
tightened.
2) Noticed that the angle bracing was croocked at the SW corner
location grid A/6.
Inspector/Technician: Douglas E Young
RECEIVED
MAR 3 1 2006
GARFIiLu CGUNTY
BUILDING & PLANNING
West Slope Testing & Inspection
3177 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Final Inspection Report
Report #3
Page 1 of 1
Date: 3-20-06
Project: Building G Cattle Creek Commercial Center
Address: 0062 County Rd. 113 Glenwood Springs, CO
Building Permit No: 9480
General Contractor: Rudd Construction
Contractor that Performed Work: KDM Builders
Inspection of shop fabrication or field work at job site: Field
Report: Reinspected the high strength bolting & field welding at the
two items noted in inspection report #2.
Tested two each of the 5/8", 3/4", and 7/8" diameter A325 bolts that
were used in the main frame, end wall, and angle bracing connections in
a Skidmore -Wilhelm bolt tension testing device to verify the proper bolt
pretension using the turn of the nut tightening method.
To the best of my knowledge this completes the special inspections &
testing of the high strength bolting & structural field welding as outlined
in reports 1 thru 3. To the best of my knowledge the high strength bolting
& structural field welding met the quality requirements of the 2003 IBC,
AWS D1.1 Structural Welding Code, and the AISC Specification for
Structural Joints Using ASTM A325 or A490 Bolts.
Inspector/Technician: Douglas E Young
MAN 3
GAR
BUIL!
j
pe Testing & Inspection
J31.
7 Glendam Dr.
Grand Junction, CO 81504
Phone: 970-434-6988
Cell: 970-260-2844
Inspection Report
Report #1
Page 1 of 1
Date: 1-9-06 Genti Cis
Project: Building G Castle Creek Commercial Center
Address: 0062 County Rd. 113 Glenwood Springs, CO
Building Permit No: 9480
General Contractor: Rudd Construction
Contractor that Performed Work: KDM Builders
Inspection of shop fabrication or field work at job site: Field
Report: Observed some of the high strength bolting in progress at the
main frame & end wall connections.
It appeared that the high strength bolting inspected in process above
was being performed in accordance with the building manufactures
drawings & per the AISC Specification for Structural Joints Using
ASTM A325 or A490 Bolts. Further inspection will be required at a later
date.
Inspector/Technician: Douglas E Young T I
f. ley
v
STATE ELECTRICAL BOARD
INSPECTION REPORT / CORRECTION NOTICE
Date Rec. /%/Y;�
;7
PERMIT # 661 J 7
n
Contractor/Home Owner: -1"i'
Address: fit- +) 'lZ "3 ' Uv
TYPE OF INSPECTION:
Partial Rough in Underground FinalV
ACTION: Accepted Rejected Remarks
REINSPECTION FEE
Comments or Corrections:
Inspector's Name
Phone # Date
FORMS SHINSP_NOTICE DOC
;-I -‘jCI"...
J
Dc0
GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
108 Eighth Street, Suite 201
Glenwood Springs, Coloradof 81601
Phone (970) 945-8212
INDIVIDUAL SEWAGE DISPOSAL PERMIT
PROPERTY
Permit 4 0 5 6
Assessor's Parcel No.
ascii -N/-0° -3 :3
This does not constitute
a building or use permit.
'Lai(u� ' f 1 .,
Owner's Name �//,,amu//�--"` I '^'�I I 't1� • PresentlAddress G ! 1 co -t-8 Phone
�/j .1 �i
System Location C -t& C 11 i ) E lL&(,j G .- C Id a 1C G S 1 � � J / r 'i c11 1 f" d
3R3-J/gi-oc - 3
Legal Description of Assessor's Parcel No
SYSTEM DESIGN
Septic Tank Capacity (gallon) Other
Percolation Rate (minuteslinch) Number of Bedrooms (or other)
Required Absorption Area - See Attached
Special Setback Requirements
Date Inspector
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
LSystem Installer rLf4
Septic Tank Capacity -?),,L ru/1—"�
r(�6 f,%�,
Septic Tank Manufacturer or Trade Name j�j'C— Pi"^^� i O9"-�
Septic Tank Access within 8" of surface
Absorption Area
Absorption Area Type andlor Manufacturer or Trade Name
Adequate compliance with County and State regulations/requirements
Other 2 9� ./`-e
Date 31 13/D Inspector 6� l"" '
ll RETAIN WITH RECEIPT RECORDS #ONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C R.S 1973, Revised 1984
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
requirement of the permit and cause for both legal action and revocation of the permit.
3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6
months in tail or both).
White - APPLICANT Yellow - DEPARTMENT
•
COUNTY OF GARFIELD - BUILDING DEPARTMENT
C _ RRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 0067 cR //3
Permit No. 9iR0
I have this day inspected this structure and these
premisesandfound the following corrections needed:
r
�-z--;too-z-zec.e5 -e,n-tez-7.-caot-Z
6€ te:7
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 7-7-015- 20
Building Inspector '% Zet ' '4
""nne(970)945-8212
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at c06.2 C12 //3
Permit No. %`%e°
I have this day inspected this structure and these
premises and found the following corrections needed:
id+te„ r trae4 Z Ateaccecer
4 r n,-at/a.c.
4a. ,
427-4e-er„ - n-6/ dad
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date /-5--07 20
Building Inspector-974ar-C
Phone (970) 945-8212
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTIFA'E REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issuednj`Cit I Zoned Area Permit No.... `"'
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 BEC E NULL AND VOID
Use
Address or Legal Description
ownerWcpt
Asa -
Coatracto Ls, & C
Setbacks Front
Side
Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing 6-3-05 �y[y✓(467_21_o ►
Driveway
Foundation 7 tg_na-
Underground Plumbing t/-/-O6Vij
Insulation
Rough Plumbing
Drywall
Chimney & Vent
Electric Fin, ate Inspector)���3
Gas Piping /_g.0 �
Final" /-22-- 0 7
Electric Rough (By Stale Inspector)
Septic Ft
Framing honk., u ! tt��A
(To include RNf r;, . c an W in�li oarcs
and Doors installed).
Notes [a l 1 -,OL iL78 e(s �({- fpr
Gdln,e 1 /;.-i, st n
Ai //wn-e /2 �7-ezer
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call 384-50(13 108 8th Street Glemtood
APPROVEDDO NOT DESTROY THIS CARD
Springs, Colorado
IF PLACED OUTSIDE - COV R WITH CLEAR PLASTIC
•
z
a
N ieDied s,Jossassy