HomeMy WebLinkAboutApplication- Permitlob Address 02
GARFIEr_D COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
t ----p
Glenwood Springs, CO 81601(970) 9454212
No. RRf F,
Nature of Work Building Permit
Use of BuilU
Owner
Contractor OV),„n�
Amount of Permits Date
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
TELEPHONE: (970) 9474212
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
INSPECTION LINE: (970)3 84 5003.
PERMIT NO. CS CS b C PARCEIJSC}IEDULE NO.3 /15 3 W0136013
108 ADDRESS: ) I � Sa� l
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NOTICE
A SEPARATE ELECTRIC4L PERMIT 15 REWARD AND MUST RE 1SSUED
`OLO""DO
THIS PERMED' BECOMES NULL AND VOID IF WORK OR
AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF
WORK IS SUSS OR. ABANDONED FOR A PERIOD OF 110
AFTER WORK IS COMMENCED.
I HEREBY Mir( THAT I HAVE READ AND EC -AWNED TIES
KNOW THIS SAME TO BE TRUE AND CORRECT. ALL. PROVISIONS
GOVERNING THIS TYPE OF WORK WTI/ BE COMPLIED wan WHETHER
HEREIN OR NOT. THE GRANTING OF A PERMIT DORS NOT
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY
LOCAL LAW REGULATING CONSTRUCTION OR THE
CONSTRUCTION.
`f 72ei o,oL T1.1.
BY IEE STATE OP
CONSTRUCTION
CONSTRUCTION OR.
DAYS AT ANY TD4B
APPLICATION AND
OF LAWS
SPECIFIED
PRESUME TO CRVR
OTHER STATE OR
PERFORMANCE OF
6/23/a3
2/10/04
1
PLAN CHECK IEE:
/95'.11
PERMIT FEE:
2z 3. 2.6 -
TOTAL. Fes: DATE PERAffT ISSUED:
2i e . ^1i
•XO D <JW
OCC: GROUP: CONST: TYPE.
U-1 -At
SETRACRB:
. *47.2.03 (1Lo
���dddiii
O BLANC. HOME:
ISDB NO. h FEE:
•l ... ,_ PIagoapr.
eni
AGREEMENT
PERM 13SION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR »JD( LTHE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT TTM STRUCTURE AS
DRTABBD ON PLANS IIID SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUBDWNGDEPARIM4E T.
Di CONSIDERATION OF THE ISSUANCE OF LIDS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUIDDH} CODES AND LAND USE REGULATIONS ADOPTED BY
G ULFIE D COUNTY PURSUANT TO AUTHORITY GIVEN IN 3021201 CRS AS AMENDED. ). THIS SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY
COMPLIED wag IN THIS LOCATION, ERECTION, CONSTRUCTION AND USE OP THE ABOVE DESCRMED STRUCTURE, THE PERMIT MAY TBBN BE REVOKED BY NOTICE FROM
THE COUNTY AND THAT THEN AND THERE TT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT RASED UPON PIANS, SPECHFICATIONS AND OTHER DMA SMALL NOT PREVENT THE BUILDI NGOFICCIAL FROM 7ffiBFAFIER.REQUI DKI THE
CORRECTION OF ERRORS TN SAB) PIANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEENO CARRIED ON THEREUNDER WHEN TN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR RECUSATION OF TIS JURISDICTION.
THE REVIEW OF TIB SUBMITTED PI.AM I AMID SPEC6ICATIONH AND INSPECTIOSIS CONDUCTED THEREAFTER DOES NCR CONSTITUTE AN ACCEPTANCE OF ANY
BESTONSISUIlTS OR LIABILITIES IES BY OARPffiD COUNTY FOR PS3PRS, OMISSIONS CSI DISCREPANCIES. THE RESPONSIBILITY FOR THESE MD AND IMPLEMENTATION
WINO CONSTRUC IONRESTS SPECIFICALLY WITH THE AKCHIECT. DEMM PR, BUILDER AND OWNER COMMENTS API INIZNDED 10 32 CONSERVATIVE AND IN SUPPORT
OF THE OWNERS INTEREST.Vat/ �M u
Gab, 9. 1 HEREBY ACENOWLIIDO THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. QUE
NALI /y''/
Applicant
PLAN REVIEW CHECKLIST
/IPC.SDN Date 7 S -03
Building
J.R Engineered Foundation
.Driveway Permit
4--*'-iurveyed Site Plan
/._Septic Permit and Setbacks
../-Grade/Topography 30%
Attach Residential Plan Review List
✓fvlinimum Application Questionnaire
N 4. Subdivision Plat Notes
AUL_Fire Department Review
Valuation Determination/Fees
XLine Plans/Stamps/Sticker
A/, Attach Conditions
Application Signed
Plan Reviewer To Sign Application
1 rcel/ScheduleNo. 44.aXV
-740# Snowload Letter- Manf. Hms
NOTES:
24930 =72o w /8 -= 12,9x0
Planning/Zoning
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
77/0/03
/it -,C4-44atge 4 754 ataiA)
itt
4t,
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand mils and guard rails, windows and doors, including the finish grade line.
A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar,
anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -
rap, (which is required), siding or any approved building material.
A window schedule. A door schedule.
A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square
foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds
per square foot, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the site plan. NOTE: 106.3.1
(7.) Any site plan for the placement of any portion of a structure within 50 ft. of a
property line and not within a previously surveyed building envelope on a subdivision
final plat shall be prepared by a licensed surveyor and have the surveyors signature and
professional stamp on the drawing. Any structure to be built within a building envelope
of a lot shown on a recorded subdivision plat, shall include a copy of the building
envelope as it is shown on the final plat with the proposed structure located within the
envYes elop✓ sat. Peart by Teff Tufflr? - chola 6//7/03.
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution
if the property you are applying for a building permit on is located on a comer lot. Special
setbacks apply.
Yes
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent properties), streams or water courses?
Yes V' S wQ.'i. 3024✓i c . ND'�C v✓► 5 / Tc- 41 -vi .
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property? {�
Yes l/ — P0-1 d4/705 lL, DI^.
5. 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
6. 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 1/
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and soffits?
Yes t/
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds pc square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes ✓
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes ✓
11. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes ✓
12. 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
existing (undisturbed) grade contours?
Yes
13. 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 t/-
3
/
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No ✓
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the Uniform
Building Code? '' '' n/� rale—
Yes No Window sche2d t t -e r .
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes l/ No
17. 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 ►/
18. Is the location of all natural and liquid petroleum gas fumaces, boilers and water heaters
indicated on the plan?
Yes No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes No
20. 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
21. Will this be the only residential structure on the parcel? 6144'Q't dello c .t (net.o
)
Yes V- No vir If no -Explain: RXls/i +meq hp o+-, /0 71%.
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes V/
23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and
20ft. long?
Yes ✓ No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No ppc.kQ-q,Q_ GjOJ,Q, kit
-
25. Do your plans comply with all zoning rules and regulations_in the County®®related to your
properties zone district?
Yes ✓ No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes ✓ No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes t/ No
28. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
building permit?
Yes ✓ No
29. 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 afternoons. All inspections must be
called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for
inspections will delay your inspection one (1) day. Inspections are to be called in to
384-5003.
Yes ✓ No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $47.00 re-inpsection fee?
Yes ✓ No
31. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occupancy of the building?
Yes ✓ No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply
with the Uniform Building Code?
Yes l/ No
5
33. Are you aware that prior to submittal issuance of a building permit application you are
required to show proof of a driveway access permit or obtain a statement from the Garfield
County Road & Bridge Department stating one is not necessary? You can contact the Road
& Bridge Department at 625-8601.
Yes tl No
driyewry Crv,,-
34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform installations and hookups, unless you as the homeowner are
performing the work? The license number of the person performing the work will be
required at time of applicable inspection.
Yes 1/' No
35. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal
of a building permit application? Your attention in this is appreciated.
Yes ✓ No
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
Signature of Owner Date
Phone: 770- (o/$- 8705' (days);
Project Name:
6/x3/0 3
.770-7115- - 934 q (evenings)
Mit Caz. De a he.4 6ranne.
Project Address: OAS y TOhtaty6SQ. de. G/avt word'sprit, CO
Notes:
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.
bpminreq
04/2003
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MATERIALS
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subject to correction.
Prices subject to change
Prices shown on this
for days from
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only. Clerical errors are No liability astor the accuracy of I
prepared or taken blue prints or plane.
without notice. Material listed on this aetknale will be billed
only as picked up or reseeded by customer.
estimate will be honored
above date.
DELIVERY INSTRUCTIONS
SUB TOTAL
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TOTAL
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Re: d554sut
SUTHERLANDS STOCK TRUSSE
OVERHOLT TRUSS PAGE 01
MiTek Industrie: Inc
3033 GOLD CANAL DRIVE
SURE 200
RANCHO CORDOVA CA 96070
USA
ROC (916)631 5225
TELEPHONE (915) 631 7811
The truss drawing(s) referenced below have been prepared by MiTek industries, inc. under my direct supervision
based on the parameters provided by Overholt
Pages or sheets covered by this seal: 82404187 thruR2404188
My license renewal date for the state of Colorado is May 31, 2000.
Yn, Ray
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the buil, ing designer, pa ANSVTPI-1995 Sec. 2.
ziossoocor, ok
LEnts. 1.0 - OR-iFt C�
PRE-ENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECT/ON
1L *l�
LotKw4 dt' tl Ser 2320 ,/i,,
December 8,1999
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Weight: 74 Ib
NOTES
1. This nue& via hewn shocked for unbalanced loodks candidans.
7 Ms Fun& het bean desired for the wind loads Pnrmod M 00 mob Hinds at 26 It above sash hovel, Wog 6.0 pat nap
chow One mad and 5.0 OKI bottom decd MW lead, 100 ml hem bunions* eeanrq, 0n an nrInbancv Veep, 1,0endiucn 1
enclosed building, of dimensions 45 ft by Al hASCE
with exposure C 7.03 per 4004000 If and werMals or ce Waver'Ca,
ane aannwd to wind. 11 iwrohae most, they re nal exposed to .and. The'.mmer 00L Inman Is 1,33, r the plate grip
ncroes. l'. 1 33
'',1n This trM& has been dwNgrrd for a 10.0 psi bnttem chard lin load nolnonWnent with any reader live loads per Te01e No. lea.
114C 54
a, Privhdede cd crmnx0an Rh/ others) of man to Sift Wipets at idmis) 2.
51 Vile trent
t has mac boon )hired tor beth UBC44 Md ANSUTPs 1-1805 pladm i ulnare.
I oAD CABESI Strnnard
draper RN'auw me- i'nd R6'AO .VOrri5 U:v 1/11.5 AW, MFV410i1. .5/hF AFPVRC N`F.
>.-,.lyr valg Ir use MO Mb IIl?N nennseare.51* dear enema air Wn" dreaeten Mune n01111.13 NOW's
'slew aompar,em m be nleulle4 one loonen renludl/. Appaeandty d than p°mmlers inflow Ir/ .pw*on r
n nnpnnel Ike emneaeety a NOldh4 rise 11nCT -mel Van del n. nom mien w NI mole cusinn al wrdelaur
• ' r•mnten rvl A4gl1 vat rnpereryrednp le al.ure walla donne obi r,Nenrt ulna ranemlalb' ird me wet ler
inlr nal oolmenin 2,109111111 tonal souther/ 1e Ile reeptMlbry r ire putrny dHlylr, for general 9oldanr.
, eiarninp vW:'atI,r, nee aoenml.Ilan. denary, emctlrn etre Wawa, meet115410eda77sneaer0r019-
/e e,aotne epac'leellen, and 1110+1 ttwdllee mailmen sae Facing tinom,endrl4n reelable dem Nan
sale Innen. eel Oteente Orin, 14.01Mn, WI 61710
MRek Indueirre6, Inc.
December 28, 2001
e. owl Girw.5
pOlt
8°I
01/1,0/2000 14:47 8747068
• ITruss Ifrusa7 f oa
-UT . IT1 (FINK
Nerhbd truss, Calla CO, 81415
6-0.14
1241-0
OVERHOLT TRUSS
.ffU7 4th i 5fltCCK TR -Was
1tl 11
1-0-D
60-14
5.11.2
4al_
PAGE e1
R2404182 .1
.0-32 • Aug 91990 Mitek tndudrin, Int Tug Dec 07 1614126 1099 Pnage 1
1L11-2 1 24-0-0 51173-J13
0-11-2
6-0.14 1.04
546=
3-34
30
9 6
:d. 315=
1: 6.11
54.4
5s6_
24-0.0
5-3-4
1
Rale Offsets (X,3-1: [2:D37,edadL ta:0.S•71edge
LOADING (psi)
TOLL 40.0
TODL 10.0
ecu. 0.0
SCOL 10.0
SPAc:NG 2.0.0
Plates Increase 1,15
Lumber Increase 1.16
Rep Shwa best YES
Code UBC11CBO
CBI
.0 0.00
6c 0.76
we MCI
D EPL (In) (leo) Id.l
Vol(LL) -0.21 10 4999
Verl(f.) -0.40 610 403
H er2(tL) 0.10 4 ole
Id LC Lt Ian elan = 240
PUAT115 GRIP
1120 12814
wesght 75 U
LUMBER BRACWO
TOP CHORD 2 X 4 SPP 1650P 1,5E TOP CHORD SheaOtad or 3-0-7 on varier audit dlracklg,
BOT CHORD 2 X 4 SPF 1660E 1.5E BOTCHORD Riad Slog dlroefy applied or 10.40 en carter Wac91}
WEBS 2X4WW5tud
REACTIONS (Maize) 2.1537145.1, 6•1537/0-54
Mm Hort 2.16(loed case 2)
Max Up5R2t.2e6(load ossa 4, 60-204(bN lase 3)
FORCES (Ib) . Plrsl Load Case Or ry
TOP CHORD 1-2.15.2-4211. 34a-2710, 44o-2710.2441-321 I, 6.7-15
BOT CHORD 2.10a3034, 6102055, 64.2060, 4.43034
WEBS 3-14410, 4.10.754, 4.4754, 5.4410
NOTES
1)
TM, Innes has bean checked rw unbalanced loading coricOW ra
2) This num has bean designed For Bre vilnd loads genital by BO mph abide al 250 above ground NvN, uslrg 5.0 'alien shod
dead load and 5.0 ps1 bottom chord dead Med, 100 MI from Harlon amanli a. en an Occupancy degay 1, cendYlon 1 enclosed
building, el dlmanslorg 46 h by -:4 ft with a-rpeeWe C ASCE 7.9' pM USC 4CBO Vsrd verllcds or canlilsvars Wet they are
exposed to wind. 9 pwuhes flel.t. they are nal eGesel le Wind 111e lumbar DOL Donee le 1: and 6w piste grip Maga is
1.33
3) All plates are M20 plains untma otherwise Ytdbtad. 'JY
4) Provide methadon conneWan (by olhsra) .1 or
truss le twine plata copal@ al v lberandieg 28016 uplift el joint 2 and 263 Ib uplift
at )elm 6.
5) This von hes been designed for beth UBC -$4 and ANSUTPI 1-1399 ORIN Sled®
Standard
s uMR(MNC- VerEje Anita penonetirr.r.fHERO NOTE'S ON YENS AND REVERSE SIDE BEFORE(ISE.
Or, 'ran ,4Nd far sat only with MITek eelwcWn 7• r rlerlgn les lariat) anry or. 1 naremetor r 410w1. 4r" 1i far an it natal
• ..,r,.. •ert to be aoudad en . Oft vanlci y. M9Ilceb: al defl;l )mmaserl Ind mow -Nam
romreoert la rnyf crrbilay el 610101g Oasie+.n • AN von dulgr-- Bnsang : -tan is nor Irene loom of anryagn: •ora
r 3rrl:er1 o•'y "0 %4,31 temporary Mono 4 forum frawiry dunrlg aanr111.44fan b Y,a rerrFabliOlby 011110 eatW. *tido. •
peer -antra !racing or M3 swab immure a 1n• raiOonLpy d the tnekeei oangMen. Far r*nerel gulabla4 ffgPdm9
funrIraticn naf41y ccrtcl arollg1. dali.'e y, ereetlar and !moor; oaniub OST -01) Quality Sanded, 01119 ended
spe,heatran. end H18-91 flandlln9 bu deny enc 19rnMg R4 vnmendsl 1 senfable ham Tien nice Ien ie& 143 D'
(Wag Driv,. Masson ee'1119
a11Tek Yin
4
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4 InfirrinIrrilicOMumrad,enadsap10 151(120011aei
Page 4/4
1404
12-0-0
25-L
14.0
Sale • 1 43 9)
1 113a01NG coal)
ti._ 430
I TCDL '00
cc I. 00
BCCI- 100
*PACING 2.0.0
Mares Somme 1.15
LUrnoer le14le9 310
Mcarmslncr YM
Coats t*ic e0
LUM!FR
TOP CHORD 2 2 4 5.1' le5ur 1 5E
ROT CHORD 2X4 Sec 1I6915F
QT•PRS 2X t WW Stun
aR4cING
-03 CHORD
Sn6 Wad or 6.3-0 9c Our AS
037 C110R0
RCM cabM 61/1eS! aepllado' 140.67 m WOW%
RUCTIONS (IbR_a1
2 236524 D0
18 238Q40-0
21 •• l33523304.0
23. 0-0
33 a 1411rd4-0-u
38 - 226240.0
2513321.0.0
23 a 13124-041
21 = VmJ4.{
M.' wen
2 =-13:oad case 4)
tea ))low
2 •
_a
31 •
23 -
71S
23 -
21
as Gras
27 •
32
92 a4
20 -
2<
22 •
20 =
.87(esd case 3)
:.67(14 roam 2)
.44(10241 041341 31
.45( bad ease 31
36cca4 ease 3)
.67(083 case 4)
-4.4(Ip4d case 4)
31(15•13 ease 4)
223('bee m3o 1)
1281044 car 1)
1:140230 case 41
1323103&1 was 4
6110444 awe 31
138(C.e4 we. 7)
133(024case 1)
14eM•a e• . 71
220(.eaa caw 7)
OM\mtM0Y0
10
30
32
34
20
24
7
m
Is
20
31
u
29
29
23
21
024-0-0
• 75424.0.0
▪ • 3312400
▪ 271400
▪ 602111-0
• 135424
• .351211-0.0
• 4)42440
• 2.2421-00
a .60Qoad rale 4)
• 470loae raw 2)
• .44(leaa an 31
• -370ead Dale 3)
▪ 36 ose
•
.4400581 east
▪ .K.11ord came n
a -08(os Gal 4)
2388866 res 1)
= 178(bad nee )
a 13386720 cum 1)
• 1m)Irtd !0-w n)
• 2$o4 mea 6)
• 134110.10 8411.9417
1329oed res6 7)
=
NNW ewe 7)
raROEa 111) - Nn% 1 oat Genn Only
TOP CHORD
1-2 = 26 23 - 31 3.4 • -4D
0-.5 - 12 5 d - -S7 8.7
741 • 52 8.6 • 32 910 • R
10.11 32 11.17 • -32 1-13 = -32
14.1, = .D 11-16 • .:1
(6.17 - 20 17.18 • .58 1.16 = 9J
60- m-oan
146
CY
0.02
..r ala
(MIO)
HDr CHORD
34< s 10
314 10
9.• 10
28.28 * 10
22.75 • 10
1&1l) • 10
WEPT;
10.2 • -126
731 • -133
4.34 • .102
12.9 • -134
15.22 r -139
244-0
2440
33.24 •
931 •
7024 4
24 25 '
2122 2
O8FL n Poe) Odell
3•M(LL) N• Na
Venal) ' OD 1 •960
Hw.(7U 0.60 1e esu.
1st LC LL Min kW 2/0
10
10
10
10
10
0.25 • 133
932 • .133
335 • -220
13.74 a .123
19.21 a .102
32
20.2
2334
7671
eSal
37
114
1148
16.95
1'l-;
PLATES
M)IX)
Wort 901.
GRP
126106
•0
10
10
13
10
.134
.139
.133
.133
ROT
1)Tf.. Rues Ass Ow 2/W1W Ira 8ntoleir944 l0um9
mmdl4ents
RSVMatoe Wal d1901ed M Me MAC Ude e3lW9ted by
1113 inch winds M MI R Mime gore IMdI.e1 sit 166.0 par lop
Ore 02241004 a0660 M •rM, Own se al load, 10a ml
Nan , olMne a•esnllm, 01 51 trpana c. wary 1 condldon
I maimed 6t4Sn" aAwnelMm 413189 24 It elMosaa c
faCF 7416 R UsCACSD M eedseml•ISM mn6bsn t t.
they dnwoad lo If perches WM Yey..e nolnrnwd
elrl TWIM11`a1 rDL Y101B33111 al. i- 161E piste cls
Incoase r 1.33
2) IR IDa.q.a6 ter wind ldOdo M Ma Meru 3l Me WMoMy
Ser Suds wposed to wind Pommel b tlM km), •s.ETek
'SMndSM UM. Eni 1700111"
4184 Wks a'e 1 5s4 2440 ul eu *Ware Indlaneel
0) Geb 0 re0994 e.n6rNoue borer flM r1.YSS
6) (iwm MAI .td 21.1.4.0 oc
MTI• mai nae been deans tea TO 0 pal WW1 1 chee Imre
bed magma inentv616 any usl.l r• bpm pe TOW 14 181!.
UBC -131.
8)Prmdem MS9sonnee9onpysrVMel Vas to bemire
)sloe &
able of Mdwandrd 07,0 upllRtrj ( t 2.MI tv I
pmtl es Muon tstr Ma< 410111 M 13
, 0. IS 17+22[
O pm131,44 110 uplM 4781 3J, 4616 00111•432185. 5718
Whin atom 96 as re et
a1 NS 24,
4 input at yds 19, UbMupwalnnj k, ad l WlR wart
714
410 ter tin arpeM lJ, W a OpMr snore 21 a' ".111113 Wa rt c1
PIM 9
e) This. s Men c
behane ed ha bah Vel .4 ane ANS)78
1-1605 clamp edea*
LGM CRUM)
1) Meg 0-r Lwlbar bmcuval J.4 Pin .nM-.sa1.15
Unln %Leads 1p.l
van
1.1(1 •.ImR 10.70 a-1mn
21 U130 Lumbar lneneta•1 26. Mw 6.es4es•1 25
Ihllrlm Loads (NO
Vert
110 • 20.0 10.19 =.300
9) wind Leh: umber mclermml '3.1, Mem Ina9a6.=1 33
Wire Laois (MO
Vee:
1.2 = W0 1-10 • 297 10-18 a 248
10.19 • 48.0
+1' a -82.0 210 - 307 1018 - 34 0
18.10 = 69.0
4, weld !Split Lumber S, .-.l 9. Plate Increases 1 33
lrnIM m I Eads Odn
van:
1.2 - 88.0 2-10 - 23.13 10.16 • 282
1819 • 82.0
Nacc
• -52,0 7-10 • 24 0 10+19 a -0 7
110-19 • 820
3)16• WIMLamn3 M
be Inceses1.3ete
UM•adr1.331.33
Uniform Lulls CO)
Van
-.7 - 41.0 2.10 = 248 10-19 • 7401
14.19 • 460
Him
1.2 • .580 2-10 a 468 10-18 • 34.8
10.19 • 59.0
0) 1.1 unadweed Results Lumber Increase -1.1S Pore
111.41.18
V3ifam Luo. Odn
Ver.
1.10 =.190.0 10.10 = .200
>) znd unUIMlDad Raeurr LumaM Ina.uea l 18. was
14901411.16
rlrolm Leede (2113
Yam
1.10 =.20.0 10.19 a-1020
Gam, drws
pLRte To 13
ZIAR
irjui0Anott)lt-P
6"XC"X IO Pomesh
ill aerie d Cowcrret
7etgch ecJ
-7` yjpKAL G 4 RAGr
A`a4N-t/ "tie A/
pled tcitfl 4
:;2y
w&td c( -sp ri , 00 g/bv
Teff lie /so,-+
Com, dress
fa ! Il.
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 6-2-CV/7� -
Permit No. ggd
I have this day inspected this structure and these
premises and found the following corrections needed:
/o# ,cam /444 ctt
r4 ar°
22&.I p G_ae? criea4
Dc'1
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 -fin -e6-} 20
Building Inspector
Phone (970) 945-8212
Date 7-,a (-o
To: 00,,,,Zel„
0204'' cLa ,.ek,/2
Dear Permit Holder,
Garfield County
BUILDING & PLANNING DEPARTMENT
Please refer to our previous letter, dated 6 -r2 6 -0 6 , advising you that your
Building Permit, number 820.6 , was due to expire, per section 106.4.4
& 5 of Uniform Building Code, and that you had been given an additional thirty days to
call for the required inspection or to request other action from the building department.
The above permit has expired and been closed. The work authorized by the permit has
not been inspected or approved. It is a violation of Colorado Revised Statutes 30-28-205
& 210, Uniform Building Code section 109, to use or occupy the building or area unless
final inspections have been completed and a Certificate of Occupancy has been issued.
Records of this failure to comply are included with property records at the Garfield
County Clerk and Recorders office. You are entitled to protest this action to the Garfield
County Board of Commissioners
Andy Schwaller
Building Official
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
Garfield County
BUILDING & PLANNING DEPARTMENT
Code Compliance Office
Date: 6 -.P6 -Q6
Dear Permit Holder.
Please refer to your building permit number 28'06 issued 7'/9' o 4 .
A routine review of our open building permits indicates that we have not received a request for an inspection
on this permit since /-4 9- d5'
Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 and International
Code Section 105.5. "Every permit issued by the building official under the provisions of this code shall
expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such
permit is suspended or abandoned at any time after the work has commenced for a period of 180 days.
Before such work can be recommenced, a new permit shall first be obtained to do so. and the fee therefore
shall be one half the amount required for a new permit for such work, provided no changes have been made
or will be made in the original plans and specifications for such work, and provided further that such
suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration,
the permittee shall pay a new full permit fee."
Please contact this office at your very earliest convenience, in writing, to advise us about the status of your
permitted work.
If you have not responded within thirty days from the receipt of this notice the permit will be closed
and a permanent notation will be placed in the property records at the County Clerk and Recorders
office that indicates that the work permitted per Colorado Revised Statutes 30-28.205 & 210, was not
inspected, is not approved and that the building or area is illegal to occupy and is subject to legal
abatement action.
Thank you for your cooperation.y�
Sincerely, -j7Tstir,
Tm 7(olliday
Dave Mead
Matt Provost
Building Inspectors
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
(970) 945-8212 (970) 285-7972 Fax: (970) 384-3470
No. S TJKC
Job Address
Ownerf' Q .&C\
Contracton 2 -r -
/j1 r relej dtk.Assessor's Parcel No�k 4 3 Ay -09 "Q33
Date 7-
BUILDING ItERMIT C
�Setb�cks: Front
Li0
Soils Test
Footing MAYOte stir
Foundation /O' 1-0 5 /Q11'
Grout
Underground Plumbing
Rough Plumbing
Framing /-Z9-(/f=
Insulation
Roofing
Drywall
Gas Piping '-B-OL alt
Rear
Addres
Address
RD
RH LH
INSPECTIONS
NOTES
Phone iio 0-(610O
Phone #CAL6 C.1344"
Zoning (at°6—'f7 13
Weatherproofing
Mechanical
Electrical Rough (State) 9-19' o S" c ZJ
Electr' a Final State) /-S-05 640
Final 4 Checklist Completed9
Certificate Occupancy #
Date
Septic System #
Date
Final
Other
(continue on back)
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
G RFIELD COUNTY, COLORADO
Date Issued
....Zoned Area Permit No.
.I��
rr 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
Inspe`tor anIMMEDIATELY BECOME NULL AND VOID.
Use
Address al Descriptio
Owner Ca~y
Setbacks Front
Contractor 0
Side Side
Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing /7/43120 J-�.cie /0 -o2/-o3 ,Qyp_
Foundation
Underground Plumbing
Insulation
Rough Plumbing
Drywall
Chimney & Vent
rr/'
Electric Final (by State lnspector1419y ` ,VA
Gas Piping gfg'_a, iihiL
Final ?-81.06,OW_ YYY
J
Electric Rough (By State lnspectort(erfaloSeptic
Final
Framing ,'— _ - - / "x I
(To include Roof in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
VEDDO NOT DESTROY THIS CARD
APP
Date?
.•
BMAt
IF PLACED OUTSIDE - O R WITH CLEAR PLASTIC