HomeMy WebLinkAboutApplication- PermitNo. 6658
GARPIP:1.n COUNTY
BUILDING, SANITA FIONand PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Job Address sm
County Road 311, New Castle 71(0(f ?
Nature of Work Building Permit
Manu. Home on Foundation
Use of Building_
owner Perry Dan Rodreick
Contractor Owner
Amount of Permit S 467.71.
Permit: 162.25
Plan : 105.46
Set Up Fee : 200.00
Paid $297.34 3-26-98
Date April 6, 1998
S. Archuleta
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945`-8212
INSPECTION LINE: (970) 945-9159
4P 6, ..S-7? PARCEL/SCHEDULE NO.
Applicant to complete numbered spaces only.
JOB ADDRESS:
1
2
3
4
LOT NO.
PERMIT NO.
/&— 3/ l / J
BLOCK NO. SUBDIVISICDN/EXEMMON
--- if DAN'lOiOREIcK
ARCMECTIENOI EER
ADDRESS Oy g�. r silt co g165 -
ADDRESS
.ADDRESS
37(.-01165
WK. 111: Sq,tol t
[]C NO:
SO. FT. OF MILD/NO
qq(( I3"3� 9"
OWe
ME OFBU/ DING
Q. FT. OF LOT
/60 4c res
DEIGHT
NO. OP FLOORS /
6
7
aFacSmEwGRtcL INS -Vali VM1c+l..0 rtic ful eg VIAIr+'v e.
8
CLAS -11 OF WORE -
EW
OADDmON oALTERATIoN DVB oREOZOVE
9 GARAGE: o&RIWF ❑DOUBLE
CARPORT: oeLNOZR o1X7UB7E
10
DAN/WAY PERIALT
ON S[IE SEYVAGE DLaPOSA1. (SEPTIC)
NUE PLAN
VALVA11UN OF WORE::
ADJOSTED VALUATIONS
3PECU[,CONDRTONS:j/j / 6_ 6.--° mrd . \ '; 1 . /J 7
t " V6-3 me l
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO,
THIS PERI BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
IS NOT COMMENCED WITHIT4 In DAYS, OR IF CONSTRUCTION OR WORK IS
SUSPENDED ORABANDONED FORA PERIOD OF 16O DAYS AT ANY TIME AFTER WORT{
IS COMMENCED.
1 IM BY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH 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 OF
CONUCIIO
Signature or Owner Contractor or authorized
read and
Da
trading
P
ApprovaUDate
PLAN CHECK FP.E:J I O s, J14.
$.4.
PERMIT FEE:
TOTAL FEE:
OCC: GROUP:
2 3
DATEISSUED:
7-' ,yr
CONST: TYPE::
I-
r/
ZONING:
SETBACKS:
MANU. HOME:
ISDS NO. Be FEE:
/5'0, l �'
AGREEMENT
PERMISSION IS HEREBY GRANTED 'pO 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 ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WmI ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY
GARFI LD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.26.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDLNANCES ARE NOT FULLY
COMPLIED WITHIN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE
COUNTY AND THAT THEN AND THERE IT SHALL BECOME NUT.I, AND VOID.
THE. ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE
"ORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PRE VENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION
)F THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS IURISDICTION.
HE REVIEW OFTHE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES
ELIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION
STS SPECIFICALLY WITTITHE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
uform.Do3 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL)
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The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector.
2. Permanent address assigned by the Garfield County Building Department posted where
readily visible from access road.
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, kitchen
floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary
plumbing.
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water,
floors and walls finished an a privacy door,
5. All steps outside or inside over three (3) steps must have handrails, guardrails on balconies
or decks over 30° high constructed to all 1994 UBC requirements.
6. Outside grading done to where water will detour away from the building.
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i. e., weather, but a Certificate of Occupancy will not be issued
until all the required items are completed and a final inspection made.
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,
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
Certificate of Occupancy for the dwelling under building permit # 6 6, 5-3
41V/3 ereSignature Date
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I .so r = to s , Inc. PHONE HO. • : Mar. 26 1.'398 12: ET?HM P2
1' TZ.: ASSOCIATES. Inc4 _structuaral-Consultants
5012 County Road 154 Phone & Fax (970) 945-6305
Glenwood Springs., Co. 81641
T{ : Dan Slower March 25, 1998
0/0
Palm Harbor Village
2507 :Highway 6 & 50
Grand Junction, CO 81505
RE: Modular Residential Structure
to be located in Garfield County
for The Roderieck Family
J
Dear Dan;
At your request, I have investigated the capacity of a. specific modular structure to
safely support a design snow load of 40 PSF,
The unit in question is the Lake Pointe, Model No. 4564B manufactured by
Fleetwood Enterprises, Inc.
1 have received from Fleetwood, and reviewed, all pertinent data relative to the
construction of the specific unit. and its capability to support roof loads, Data reviewed
includes roof truss shop drawings, ridge beam span tables, marriage wall construction
details and general notes, header details and span tables, and support post details. All
structural roof framing members and their supports were designed and construcr cd to
safely support a minimum total load of 45 PSR. Based upon my review, it is my
professional opinion that the subject unit can safely support a roof snow load of 40 PSF
plus actual, as constructed, dead loads.
1. Roof truss load capacity„
The roof trusses span 13 -4" tram marriage wall to exterior side wails, 1 understand
that the roof trusses for the unit in question are spaced at 16" on center, 1 reviewed truss
shop drawings forthhe specific unit which indicate a safe working load of 40 PSF snow
load plus 15 PSF dead load based upon the 16" spacing. The as constructed roof and
ceiling dead loads are as follows:
PSF
1, AspMt shingles 1.7
7/16'. thick OSB 1.2
.3, f; `fir::, rA 16"
4. 1c ?,0
5Rd Ceiling
DLA Kr)
FROM rtD ...H:. at __ Inc.
FHOHE HO. . Mar. 26 1998 12:57AM F13
Based upon the above computation of loads, it is my professional opinion that the
subject trusses can safely support a 40 PSF snow load.
II, Headers at exterior walls.
For this specific unit, only one type of header was provided at the exterior wood stud
wails;
The typical header consists of 9" deep plywood 'box' beam with a 2 x 4 bottom
chord and a 1 x 4 top chord which also acts as the wall top plate. These headers are
designed to span as much as 46.1/2" clear. For the subject unit this type of header
spans no more than 40" clear, and is adequate to safely support a roof dead load of 9
PSF plus a roof snow load of 40 PSF.
III. Marriage wall. const.niction:
Marriage wall construction consists ofa continuous two part ridge beam and a series
of wood posts. The ridge beam is a conventional 24" deep plywood box beam with
double 2 x 4 top and bottom chords. The manufacturer provided extensive details for the
construction of the ridge beams and their support posts as well as tables for beam and
posts capacities for snow loads from 20 PSF up to 80 PSF. For the given unit, the
manufacturer's literature demonstrates that the typical ridge beam can safely span up to
19'-6" and safely support a roof dead load of 10 PSF plus a roof snow load of 40 PSIS'.
For the given unit the rrraximurn ridge beam span occurs above the livingfdining area. This
span is 19' -6" clear.
In conclusion, in my professional opinion, the roof structure of the subject unit can,
with the single upgrade noted, safely, support a dead load of 9 PSF plus a snow load of 40
PSF.
If we can be of further assistance, or if you have any questions, feel free to call.
Sincerely,
Kurtz & Associates, Inc,
Brian J. Kurtz, PI,
GARFIELD COUI\
TY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
for
MANUFACTURED HOMES
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 check list prior to and during design.
Applicants are required to indicate appropriately and to submit the completed check list at time of application
for a permit.
1. Is a site plan included that indicates the distances of the proposed building or addition to property lines,
other buildings, setback easements and utility easements?
Yes X
2. Does the site plan include the location of the IS .D. S. (Individual Sewage Disposal System) and the
distances to property lines, wells (on subject property and adjacent properties), streams or water
courses?
Yes
3. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes }�
4. 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
5. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain
written permission from the association, if required by that association, prior to submitting an
application for a building permit? If you do not have written permission from the association, do you
understand that the plan check fee will not be refunded should the architectural committee deny or
reject your building plans?
Yes x fVf No
6. Will this be the only residential structure on the parcel?
Yes X No If no -Explain:
7 Have two (2) complete sets of construction drawings been submitted with the application?
Yes }�
8. For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40#); wind design (min. wind speed of 80
mph & 15 lb. wind load); foundation design; method of anchoring?
Yes X
9. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes X No
10. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes X No
11. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes X No
2
12. 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 "School Impact"
or "Septic System" fees required, at the time you pick up your building permit?
Yes }(' No
13. 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. Morning inspections must be called in by 12:00 p.m. the day
before; afternoon inspections must be called in by 5:00 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 945-9159.
Yes i( No
14. 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 X No
15. Attached is information for placement of a manufactured home, Please review. If you have
questions, please call this office, p
W i 1 to se a -f'{ Ac k e4 0 a r G ' ' r ud +r -ro r.
I hereby acknowledge that I have read, understand and answered these questions to the best of my
ability.
signatur
46,—„,ra 3 /)6 /9g
Phone: 277 a45S (days);
Project Name:
CfncJ�
Project Address:Q1tiysr i a U# esr Pew,
t 71e 6-f
S
date
(evenings)
Ct \C Oar e l omime-
Notes:
Sec 2 o
Sec 3I
al 1,0
SE Yq Su) '4,1
If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building
Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without
the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications
for building permits in the review process and not reviewed until required information has been provided and the application rotates
again to first position for review, delay in issuance of the permit or delay in proceeding with construction.
r Zi
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PerApp02.95 Effective August 15, 1995
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THE JOB
241, 11011108 NOTICERIQUIRED FOR TNSPECT1ONS
MANUFACTURED HOME
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date IssuedVA Zoned Area Permit
I 8
,/ z
No....
AGREEMENT ..•
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and
regulations related to 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 noticeom the County Building Inspector and IlVIMEDIATELYBEC[VIE NITLL AND VOID.
. D) royiu
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Contractor k
Use
Owner
ft3AJ
Addres Legal Desc j' ions f/c)
INSPECTION RECORD
Footing
r, r' ,AQ--
Foundation or Blocking S -t`t 1c 5 Tct a,„4 -
Rough Plumbing
Gas Piping G -c/a' AA -,,r0
Electrical Final 0 -
(by State Inspcn
Septic Final S- ` 2:1 y a-fQ
Final ; -9_ 9 ? /k(Lwo
Notes:
THIS PERMIT IS NOT TRANSFERABLE
P 109 Stb Street County Courthouse Glenwood Springs, CO.
APPR
Date
DO NOT DESTROY THIS CARD
By /A ialt 016
IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC