HomeMy WebLinkAboutApplication- PermitJob Address V
Nature of Work
GARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 Sth, Street, Suite 303
Glenwood Spring CO 81601(970) 945-8212
Building Permit
No. 6957
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[Jse of Building Lifi-rn a
OwIner JYL1Yl��Y1 r U 1./1'Yt-ctrit&
Contractor_ (J'L
Amount of Per/11A$ /6,? ' 6 7' Date
ed4`-elk : 1. ”r.
y�ee 556:5
464-66VULki:!i ,92:670
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Clerk ‘r\j
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945-8212
Applicantta complete numbered spaces only. PERMIT NO.
INSPECTION LINE: (974) 945-9159
PARCEL/SCHEDULE NO.
JOB ADDRESS: `7 f2 Ass „Irv) Y l e s Ol I.IrISC:.J'l , ,jN[I I/�(� ` J •
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LOT NO. 9 BLOCK NO. _�_ YyY I SUBDIVISION/EXEMPTION ,-(
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CLASS OF WORK: NEW DADMTION oALTERATION MOVE WIEN°VE
9
GARAGE: oEFFRE
oDOUBLE �'
- CARPORT: °MINOLE oDOOBIE
10 0
o PNVFNAYPERMf . IJi 1 / l Dori SPIE REWAtJE
D ��o9ITE
PLAN
VALUATION OF WORK; S ADJUWTF9 VALUATION
SPECIAL CONDRSONS:
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND
COLORADO.
THIS PERMIT BECOMES NULL AND VOID
AUTHORIZED IS NOT COMMENCED WITHIN 180
WORK IS SUSPENDED OR ABANDONED FOR A
E
AFTER WORK I5 COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED
KNOW THE SAME TO BE TRUE AND CORRECT_
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED
HEREIN OR NOT. THE GRANTING OF A PERMIT
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS
LOCAL LAW REGULATING CONSTRUCTION
C!..'UCI[ON.
/�
MUST BE ISSUED
IF WORK OR
DAYS, OR IF
PERIOD OF 180
THIS
ALL PROVISIONS
WITH WHETHER
DOES NOT
OF ANY
OR THE
Date
BY THE STATE OF
CONSTRUCTION
CONSTRUCTION OR,
DAYS AT ANY TIME
APPLICATION AND
OF LAWS
SPECIFIED
PRESUME TO GIVE
OTHER STATE OR
PERFORMANCE OF
(
�Ce
'oe
.,f.,t'ill,
PLAN CHECKFEE:
'-e .3( (. D 7
PERMIT FEE:
y �^
Y7." --:S"6. !
•
TOTAL EE l DATE PERMIT ISSUED:
1-2, I ' . J
l� Cpm Y
/
OCC: GROUP: CONST: TYPE:
/� ) / 3 „ r
vv II
ZONING:
SETBACKS:
! A A� np
�l . I i' ��"� 7 I/"
of Owner, Contractor or authorized agent . ' ;if, and understood
--„,,--.0 4.Aroma; D a _ 'f�/a�,�i4'
. HOME: Q a
0u d 0,
ISDS NO. & FEE: a
775 13 �` ! J J Ci
Building Dept Approval/Date l _Dept •f+ iF. tC
AGREEMENT S S
PERMISSION 15 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 ANDRE VIEWED BY THE BUILDINGDEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITII AIL 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
COMPLIED WITH IN 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 1T SHALL BECOME NULL AND VOID.
THE IS SUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING TBE
CORRECTION OF ERRORS 1N SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION
DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESICGNEI8, BUILDER AND OWNER. COMMENT'S ARE INTENDED TO BE E CONSERVATIVE AND IN SUPPORT
OF THE OWNERS INTEREST.
Garformoo3 I HEREBY
�ACKNO THAT I HAVE TREAD AND UNDERSTAND THE AGREEMENT ABOVE, (INITIAL).
141t
CA* 099 2;
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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. A permanent address assigned by the Garfield County Building Department posted where
it is readily visible from an 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.
A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running
water, all floors and walls finished and a privacy door. -
5. All steps inside or outside over three (3) steps must have handrails. All balconies or decks
over 30" high mush have guardrails constructed to meet 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 VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issii ice of a
Certificate of Occupancy for the dwelling under building permit #
jJ1.4eZ
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/el-idfOtt..ei 7"-41 W240 7 /99(q
Signature Date
c:/cbw/final.wpd
091
9.�
4/a "x 411
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67s-4, 73".
,
sem.. 20a, 6_
7
GARFIELD COUNTY 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 buildinggplumbing 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 buildi s, setback easements and utility easements?
Yes
2. Does the site plan include the location of the I.S.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? keve
Yes
4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordancewith the uniform building code or per stamped engineered design?
Yes \/
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 No
6. Will this bethe my residential structure on the parcel?
Yes \� 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 & 151i. wind load); foundation design; method of anchoring?
Yes
9. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes V No
10. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfi d County Building Department?
Yes No
11. Do you understand that approval for design and/or construction changes are required prior, to the
application these changes?
Yes No DAKL' i
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. If you are accessing a county road and do not have an existing driveway you will
need to acquire a driveway permit from Garfield County Road and Bridge. The
phone number is 945-6111. You will need to show proof prior to the issuance of
the building permit.
14_ 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 No
15. Are you aware that you are required to call for al 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 \/ No
16. Attached is information for placement of a manufactured home. Please review. If
you have any questions, please call this office.
3
I hereby acknowledge that Y have read, understand and answered these questions to
the best of my ability.
7 . --
z
signature
Phone: 9' 42' " c C %7} (days)
Project Name: M14,u',Va7) ke_c
(0,/ ))L-4. /198
date
,141 f (evenings)
Project Address: 40 6: 5 / + 2 E
Notes:
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.
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ARAG
62' 4"
8" Concrete Walls
26'-2"
Garage
Step footers to
maintain frost
depth
24'
12'-4"
9' Garage Door
Garage ceiling beams
and column must be
1—hour protected.
Center Line
Avoid location of
openings in walls
directly under
cross beams.
0/Finished Basement
cream
r Door to garage must
/ be solid core, self—
// closing door.
c)
w
co
co
3
0
4" Concrete Sla
11.—a'
9' Garage Door
U
12'
36' 4"
9' 4"
For openings, stop foundation
wall 6" short of floor and fold
rebar 24" into slab.
Footers:
16" x10" Concrete
2 — #4 rebar continuous at bottom
Vertical dowels — #4- bar at comers
and 36" c/c, extend 16" into wall.
Step footer to maintain 3d' frost
depth with final grade.
Centerline Footings:
32" 50 x 10"
4 — #4 E.W.
60' 4"
Front
Foundation Wall:
8"x 8' Concrete Wall
Vertical rebar -- #4 at 36 c/c
Horizontal rebar — #4 32" c/c from top
2 horizontal rebar at tap of wall
Enclose window openings with 2 #4 bar
For opennings over 5', use timber, steel
or concrete headers.
Crass beams set directly on top of
concrete walls. Bolt to walla using 2
0.5" (min) anchor bolts each end of
crass beam. Angle plates and 2 — 0.5"
by 4" lag screws may be used if timber
beams used.
Walls must be filled using concrete
blocks with vertical reinfarcement
extended to within 6" of unit. Grout
blocks.
Cha/e. 1'obineon, P
3195aIh6ir /wave
(970)495-0/75
rod Gan" Gdairada 80"321
of
Home
Cross Beams:
W6x15 beams continuous 2 --
Alternate timber cross beams
Hem—fir 6x16, 6x14 or 10x'
Doug—fir: 6x14, 8x12 or rout
Center Line Beam:
W8x21 beam continuous bet*
Alternative timber centerline t
Approximate 12' single spans
Hem—fir: 12x12
Doug—fir: 10x12
Add spacers between centerlii
beams, mechanically connect.
Top of center line beam leve
of sill plates.
Top of cross beams 12" belr
sill plates (assuming 12" unil
Drawn by: Geoff Robinson
Reviewed by: Charles Robinson
Scale: As shown
Date: September 28, 1998
File: WSH_5.AutoCAD
Revisions:
Openings to as
required by owner.
Include 1 egress
window or exterior
door,
Construct Stairs to meet
local accepted code.
Headroom: 43'-8" (min)
2'-5
11'
7'-10"
12'-8
span
12
1h -sawn 10x10
•een walls
seams
le and cross
I with top
:w top of
: l—beams).
Columns:
3" Dia Schedule 40
steel pipe columns
orient adjusters at
base. Timber alter.
6x8 DF or 8x8 HF
timber posts.
Posts must be mecanic—
ally connected to floor
and cross beams.
Cross beams must
be mechanically con—
nected to columna,
center line beam and
unit beams.
Design Based on:
40 psf roof load (Snow)
40 paf occupancy load (Live)
90 mph Exposure B Wind
Concrete work to conform to all
ACI recommended practices
Concrete fc = 3000 psi (min)
Steel: Grade 40 (min)
Footing design based an DL plus
1/2 LL an 1000 psf soil resistance,
It is the owner's responsibility
to verify the modular unit
dimensions.
Assumed unit dimensions:
Length: 60'--4" / 62'-4"
Width: 12'—S" / 13`-8"
Unit Frame Width: 12" d — 100" c/c
Walkout Foundation Footer / Wall Plan
Cavco / Villager Homes Model 2862a Hila 2x6 walls
Owner: Tray Mannon / Western Slope Horne Sales
Location: Lot 9, Grass Masa Ranch, Rifle, Colorado
Page
1
Oct 07 98 09:59a Western Slope HOME SALES 970 625-3000
• OCT -01-88 VED 08:23 Ail FAX NO
\TILLAGE&
HomESm mar
wir No
:■■ ■■:
SEE How CDMFO!..TABLE QUALITY CAN B>
October 7, 1448
To whom it may concern:
Please be advised that the Cavco Villager flame for the Mannon family will have a root'
built for a 40# live snow load and is engineered to comply with HUD zone 111
requirements. The house is a inodcl VSX-2862A.
Please direct questions to the undersigned at (888) 422-282G,
Yours,
Larry Bishop
Regional Saks Manager
Villager Products
rte., -6 �. Mawni
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621 4
8' Concrete Walls
26'-2"
+-1'-4•
Garage
Step footers to
maintain frost
depth
24'
12'-4'
9' Garage Door
Garage ceiling beams
and column must be
1—hours protected.
gor�'f �c .
Center Line Eleam
n
0
e
m
7
Avoid location of
openings in walls
directly under
crass beams.
a'//Finished Basement
Door to garage must y be solid core, self—
closing door.
m
0
3
4° Concrete Slai
11' Er
9' Garage Door
12'
36'-4"
9'-4'
For openings, stop foundation
wall 6" short of floor and fold
rebar 24' into slab.
Footers: Footers:
16" xl IT Concrete
2 — #4 rebar continuous at bottom
Verticaf�owels —x 44 Dar at corms -
and 36 c/cam extend 16' Into wall.
• to aintain T frost
depth with final grade.
Centerline Footings:
32' SQ x 10"
4— 14 E.W.
•
•
60' 4 -
Front
Foundation Wall:
8'x 8' Concrete Wfl
Vertical rebar — 14 at 36" c c
Horizontal rebar — #4 32" cis from top
2 horizontal rebar at top of wall
Enclose window openings with 2 #4 bar
or apenninge aver 5', use timber, steel
or concrete headers.
Cross beams set directly on top of
concrete walls. Bolt to walls using 2
0.5" (min) anchor bolts each end of
cross beam. Angle plates and 2 — 0.5'
by 4" lag screws may be used if timber
beams used,
Walls must be filled using concrete
blacks with vertical reinforcement
extended to within 6" of unit, Grout
blocks.
of
Home
Cross Beams:
W6x15 beams continuous 2—.
Alternate timber cross beams.
Hem—fir: 6x16, 8x14 or 10x1
Doug—fir. 6x14, 8x12 or roue
Center Line Beam:
W8x21 beam continuous betw.
Alternative timber centerline h
Approximate 12' single spans
Hem—fir. 12x12
Doug—fir. 10x12
Add spacers between centeriin
beams, mechanically connect.
Top of center line beam level
of sill plates.
Top of cross beams 12' bentlo
sill plates (assuming 12' ui
Chalk gobin,on, r#'
31955aar1i6 1d/wave
070)49i -0M
rod Gan" C,daraia E30021
Drawn by: Geoff Robinson
Reviewed by: Charles Robinson
Scale: As shown
Date: September 28, 1998
File: WSH-5.AutoCAD
Revisions:
1
2.-T1
Openings to as
required by owner.
hktinclude 1 eares_s
window or exterior
door.
Torn!
Construct Stairs to meet
local accepted code.
Headroom: 6'-8' (min)
3'-3'
7'-10"
11'
12'–I"
—31_6 -
;pan
2
h–sawn 10x10
men walla
Boma
▪ and cross
with top
w top of
I–beams).
Columns:
3' Dia Schedule 40
steel pipe columns
orient adjusters at
base. Timber alter.
6x8 DF or 8x8 HF
timber posts.
Posts must be mecanic–
ally connected to floor
and crass beams.
Cross beams must
be mechanically con–
nected to columna,
center line beam and
unit beams.
Design Based on:
40 psf roof load (Snow)
40 oaf occupancy load (Live)
SO mph Exposure B Wind
Concrete work to conform to aII
ACI recommended practices
Concrete fc = 3000 psi (min)
Steel: Grade 40 (min)
Footing design based on DL plus
1/2 LL on 1000 psf sail resistance.
It is the owner's responsibility
to verify the modular unit
dimensions.
Assumed unit dimensions:
Length: 60'-4' / 62'--4'
Width: 12•-8' / 13'-8'
Unit Frame Width: 12" d – 100' c/c
Walkout Foundation Footer a/ Wall Plan
Cavco / Villager Homes Model 2 62o HUD 2x6 walls
Owner: Troy Mannon / Western Slope Home Sales
Location: Lot 9, Gross Moan Ranch, Rine, Colorado
Page
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR, INSPECTIONS
?FLbIt& PERMIT
GARFIELD COUNTY, COLORADO
(454°
ate Issued — 1"
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 BECOME NULL AID VOID.
I,i 6 #,l ..i.%'
Use
Address or Legal Descrjipt'
r
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
�,�//A� f
Footing 1J �- /7 f *-'24,k..-- ,
Foundation / / 4- •2 ii L f5 C}7.K.j2,sc,
Underground Plumbing
Insulation
Rough Plumbing
Drywall
Chimney & Vent
Electric Final (by State Inspector)-- 5'Z& --
Gas Piping /_7,7,-;,_ ,-;,/ f; --
Final — 2 L- p ? ,4 No
Electric Rough (By Stale Inspector)
Septic Final :. C.) jl ---/3 -Or - -
Framing
(To include Roof in place and Windows
and Doors installed).
Notes:4in » (,f:;_.. ,174:,',IL =/7/.ii.,4
fry
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 Sth Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
Date 1'
IF PLA ED 0 U SIDE - C s V WITH CLEAR PLASTIC
4
a