HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 Sth, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
No. 8559
(9-393 -
Job Address '9� - dQt lA�
Nature of Work Building Permit
Y O- Gia-eA11-= cittta u3=
Amount of Permits
ib7oei,
Date
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
oARani COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945-8212
PERM11' NO. 057
INSPECTIONLINE: (970)384 5003
PARCEL/SCHEDULE NO. 3 `13 Oqz 0 o2
101 ADDRESS:
1
9 i
VALUATION/FEE DETERMINATION
Applicant L14, AiLL. 1Yevt.Subdivision 45 f-ePt Cfe✓� (7/(rkj 1
Address• L/ r)k'v'old A kat,GLM. Lot/Block a-5.?'
Date l 0- 3- 02 Contractor fI (t Otwi r'ucfi a
Finished (Livable Area):
Main
31142.
Upper 21
Lower
Other
l'3s1 I,49.
Total Square Feet
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 10c2, ? ) 6
Valuation 3 Rol 11
Decks/Patios:
Covered
Valuation
Open
Valuation
3r�
390 ''I
324 /1/
f
Total Valuation 1Z1 I ) 5 5
Building Permit Fee 2 A1 + 9 n
Plan Review Fee , ga F► 42d
Total BP&PR 4b707, z7
349117)
/9 s'4
'„0
3 84gc
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 rails and guard rails, windows and doors, including the finish grade line.
A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar,
anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -
rap, (which is required), siding or any approved building material.
A window schedule. A door schedule.
A floor framing plan, a 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. AlI 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.
Yes ------"-
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements?
Yes
3. Does the site plan includ- • : applicable the location of the I.S.D.S. (Individual Sewage
Disposal S �•- and the distances to the property lines, wells (on subject property and
ad' , - properties), streams or water courses?
es"
4. Does the site . - 'n i icate the location and direction of the County or private road accessing
the 1, erty?
es
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 pi indicate the location and size of ventilation openings for under floor crawl
spa and the clearances required between wood and earth?
es
7. Do the plan .icate the size and location of ventilation openings for the attic, roof joist
s - s and soffits?
es
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
mburif.640 pounds per square foot up to & including 7,000 feet above sea level), floor
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 ra s. or joists or trusses?
Yes
11. Does the building section drawing or other detail include the method of positive connection
of all columns 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 cave 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 ceifications or phase II EPA certification?
VA No „ DL rt
14. Does the pla s ' • + e a masonry fireplace including a fireplace section indicating design to
c• with the Uniform Building Code Chapter 37?
No
Yes
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?
Yes No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes 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 sa ty glazing for these areas?
Yes No
18. Is the location of all natural and liquid petroleum gas furnaces, 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
architectu mmittee deny or reject your building plans?
Yes No
21. Will this be the only residential structure on the parcel?
Yes l— No If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes
23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes � No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes � No
25. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection b t e Garfield County Building Department?
Yes No
7
26. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes -� No
27. 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
28. 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
29. 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
Occupanoccupancy of the building?
Yes No
30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project complying with the Uniform Building Code?
Yes � No
31. Are you aware that prior to issuance ofa 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
32. 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 No
4'
33. 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 issuance
of a building permit? Your attention in this is appreciated.
Yes —� No
I here i : + kno
best
t I have read, understand and answered these questions to the
Signature
11b3
Phone: 764 -- s p 41' (days);
Project Name: L 26k�Ti41 LL
Date
(evenings)
Project Address:
Notes:
4i4. Qin wt
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
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COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
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When correction(s) have been made, call for inspection
0
Phone 945-8212
Building Inspector
Phone (970) 945-8212
bate: J% /1-6 3
To:
!v 8/6a3
Dear Permit Holder,
Please refer to your building permit number g 5 , issued AO - 0-/ -
A routine review of ou5 open building permits indicates that we have not received a request for an inspection
on this permit since ij- •
Please be advised that building permits expire, per Uniform Building'Code, section 106.4.4. "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 alter 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 Assessors oflce haat
indicates that the work permitted was not inspected, is not approved and that the building or area may
not be legally occupied.
Garfield County
BUILDING & PLANNING DEPARTMENT
Code Compliance Office
shackett(7a,garfiek1-eountya con
Thank you for your cooperation.
Sincerely,
dun gfolliday
{Dave Neal
Building Inspectors
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
From. Michael and Windsor Easley 7o: ANDY
Date. 10/17/2002 Time: 9.32;22 AM
OCT, 16. F?l k2 4; 47PN ASPEN GLEN GOLF CO
.ASPEN OM Data CJ 4JMY
October 16, 2002
Re: Aspen Glen Lot C-8
Mr. Mika Easley
534 Diamond A Ranch Road
Carbondale, CO 81623
Dear Mr. Easley,
Page 2 o12
NO.595 Pi. 213
RE EIVED
ord 1 7 2012
GARFIELD COUNTY
OU1LDgNG & PLANNING
The Design. Review committee reviewed your previous submission again today. As you
point out, beam, heights are ndioated on the plana. The stone percentages and stucco
colors to which my previous letter drew your attention have been resolved as son iSSue6
in so far as the committee's approval of your plans are concerned.
In future the committee will wire beams be called out cm the site/landscape plan as
berms told with height indications thereon. Drainage indication& are to be shown on the
site plan, both on the lot itself and to adjacent lots. Additionally, plans will need to call
out intermediate elevations if the lot presents little grade change. This will cn*1a the
committee to understand exactly what is proposed for the lope On an essentially nail
lot such as C-8,
Your submitted plans are approved by the DRC. Enclosed please find the Aspen Gicrn
native grass speclhcations which we understand you will use on the lot. As a remiider,
please submit your plans for irrigation from the ditch or pond to the MC prior to site
work or ordering of matecials. Approved ditch and lake tap designs are available from
the Design Review edminiOrator.
please keep in mind that a copy of your approved plans are kept on file for periodic
review by the Design Review Committee to assure compliance with your approved plena,
Any anticipated changes from your approved plants must he submitted to, reviewed by
and receive approval from the Design Review Committee prior to makhag any changes,
SincerclY, Aspen Glen Design Review
Keith. Edon sia'Administrator
cc: DRC tiles
Brad Jordan, Architect
MEM atm Itsemmett Clinniag 9929 SIAlt literaiwAY 82. CARRONDAT , COLORADO 81523
470.5634536 + t-800-277-4336 + www.aspansiencam
Aspen Gleet Orin' CCmxmy ft an affiliate ajcio Carpori item Of America and The Uri company
2
ORDAN ARCHITECTURE
10-3-02 ,
Garfield: County Building Department
Attn: Andy
Re: -Lighthill:Development
Lot Cg, Aspen Glen Sub'd
Andy,=
Per our. telephone ,conversation this morning, the -following information should be
incorporated into the construction documents for the aforementioned project:
Design Loads:
40 psf
Shaw . °
Residential Float 40'psf
Decks = 40 psi" .
Wind, 80 mph OW in height) = 16 psf
Please advise my office if any other information is required by the building department,
Respectfully submitted, ,
'Brad S. Tordan,.AIA
..rieLlocoutorri:D
l T�
PANG
,7:15 GRAND (AVENUE • .P0. 807 1031. • `GLENVVOOD 3PRRJNGS, COLORADO 81.6.02.,,• PHONE/FAX 970-9474837 •
' BASF Corporation
BASF
Material Safety Data Sheet
BASF CORPORATION
3000 CONTINENTAL DRIVE NORTH
MT. OLIVE, NJ 07028
(973) 426-4873
EMERGENCY TELEPHONE: (800
(800) 832
BOTH NUMBERS ARE AVAILABLE
SECTION 1
Original Date:
Revision Date:
Page 1
12/07/1995
02/09/2001
424-9300 CHEMTREC
-HELP (BASF Hotline)
DAYS, NIGHTS, 'WEEKENDS, & HOLIDAYS.
- PRODUCT INFORMATION
STYROPOR(R) BFI. 322
Product ID: NPR 530328
Common Chemical Name:
POLYSTYRENE
Synonyms;
Expandable Polystyrene
Molecular Formula:
(CBU0) N
Chemical Family: Polystyrene resin
Molecular Wt.: NOT APPLICABLE
SECTION 2 - INGREDIENTS
Chemical Name:
Polystyrene
PEL/TLV NOT ESTABLISHED
Pentane
ACGIH TLV
Hexabrontocycladadecane
PEL/TLV NOT ESTABLISHED
CAS
9003-53-6
109-66-0
TWA 600 PPM
3194-55-6
SECTION 3 - PHYSICAL PROPERTIES
Amount
• 94.0 %
▪ 4.0 E
. 1.0 Is
Color:
Form/Appearance:
Odor:
Specific Gravity:
pH:
Boiling Pt:
Freezing Pt:
neaomp. Tmp:
Solubility in Water
0'd
White
Beads
Pentane
Typical
1
NOT AVAILABLE
Typical Low/High
NOT AVAILABLE
NOT AVAILABLE
NOT AVAILABLE
Description; Negligible
Low/High U.O.M.
Deg. 0 Pressure
3000 Continental Drive • North. MWUnt Qtiva. NM Jersey 07828.1234 Talaphane (A73) 420.2800
WM SI:te eee3-e3-oia
DEC --18-2003 2109 SCHAUE
9703281103 P.01
ICBO Evaluation Service, Inc.
5380 WORKMAN MILL ROAD r tlW' I TIER, CALIFORNIA O001. 2 9
A sway corporeffors of the international Conference of Building Officials
EVA DATION REPORT
aiOpyet;#r1 C 4t?Sh9 ACdD e�aelaastiore Sa (U L hlc.
Finns c 91e114--Condt** )
ER -4572
Rekail6v Janua/y 1, 1909
CONFORM. EMAITTELOCKna POLYSTYRENE FORME FOR
REINFORCED CONCRETE WALLS
AMERICAN 1520 SOWN umn•A FE�
I
BANTA ANA, OSA V2700
1.0 SUE M
Conrcialle Block' Folyi1ytene Forms for Reinforced
Concrete Wale.
2.0 DESCRIPTION
2.1 Graf:
The COW= rm mock oars:rate form well etyma con.
sante of expended polystyrene writs kkvhich eervar eat dation
and tonne for and mama -bearing kg waifs, wear
vim, basement wale. woke end fneardatio r wale.
The lemic* ate msnufashoediii twee basic types, Standard
Farms (SF saline) 41nd Variable Width FM'S (VWF fiariie)•
The face shegthlolines:s of the Sallie is tela inclre! far flee SF
series and 2 or 21/5 Inchon for the VWF modes•
The SF inaims unite are 10 ftp high by 10 inches wide
by 40 inches long with a ve ethichrneret at the
top end #jolt r..Nhen l 1d this unite form 7112inch-by`
6li2inch afetal tar mike coarse at 10 inches on canter find
effeirch-b1041/4-inch mar ha,$ontal cozies at 10
inches on mist st he tom's tuella remain irk pier:* atter setting
of the concrete err& main be probated by apprtosed interim
abed ciditior finish materiels.
The WIIF mediae unite atm 10 or 12 bs has high by 40 intries
long and have wadable NOON depending err fico thickness of
the finished canasta well, Midi le from 31/4 to 7% inches`
'ifeleunite scree kite/connected with poly-
p�ris bel ga�� Sae Figures 1. 2 and 3 for further
2.2 Yarearlatir
2.5.1 VOrdOrM WWI ConForage SenertEloch cants: am
molded from nakiranded polystyrene breads menufactored by
BASF Corporation (?&R 470% Or Itutrteralerh Corpo.
resin ). hzwkig ar density of 1.5 to 2.0 poutxle
coin: �vs rrreaornurn �� ire
=anofa igg of 28 and 480, tested
with MC Standard 8-1.
2.2.2 Ccnviite: Concrete with sf s-iach mete for tush
the SF and the VWF aeries has a niminum coninaselve
strength of 2,000 minds par *pus fetch.
2.2,3 RiffriTtlecernertb Wailer alfa rekdoroed with minimum
No. 4 deformed barn coiifosrning vrlth ASTM A 61S-94, A
61603, A 611-93 or A 700 ,0212. having a min alum red
*ir n i orf 40/000 014 Or N. ei 0 SIN 7 dateebed but
forming with TM A 81644, A 817
706 having rr ni nri Amire h of 60,000 pet-93
est or A
22.4 When Wood members for l tb0 or wktdow and air
framchor irkg ata preservative-treated
lumber secured in piece with
Design;galvanized 2.1
2.3.1 VWF Mirka: Concrete elite using the Variable Width
Farm series uarlta are designed in accordance with chapter
19 of the Lhaproan SuiloIng Code"!
2.3.2 SF ft#d.a: Concrete wale using the Standerd Form
serer unite are designed in *i cokxdince with tits folio wing
requlremint
2.9.241 Wight f:itnitattion*: Strttutiarea ere limks+d to maxi -
MUM tura $IOTIO$ Or Meal rs ne One basement and one story
and rnrtranatrn 10 -foot unsupported wall heights.
2.5.3.2 andel Lood Lingtationis Parameter for deeerrnirting
allowable Wel load la one of the fQMowing:
1.a1 well able axial Lead 01 1.500 pounds per foot
tenth2. Maximum total reef live end dead iced of 550 psi, max nium
total floor Eva end deed Wad of 50 psi and maximum ter -
frig wail sewing of 20 heat.
2.3.23 Wind Wed Umfhttlestar Parameter frr determining
allo*eble trmuaveree wind Iliad is ono of the following:
1. Waft may be conedructed in arcus with maximum basic
Wind speed of 100 melees per hour, Exposure C as defined
Fn Sedan 1815 of the cede, provided vocal and
zontal rainforcemene is No 4 bars at rr#axifrtutn 10 trid
on center,
2. Moments auld sheer do not exceed efioweble values In
males1 rod 2.
2.3.3 Opening
twclignitreantaritt Wall O No. vertically4
inches beyond the COMM
2.3A Roof and Roor Anch rege: Rode and 110015 are
anchored and supported sat the well to a cC rdance with -
tion 1611 of the code. Sea Figure 4 for typical iota t.
2.3.5 Shear Wa6 LImftede arlc Allowable In -plane shear
mils is 4.900 pounds per tiller foot. Maximum well height
to width ratio is 2.5:1 with a minimum Omar wall length ala 4
foot.
2.3.6 Foundation Anchorage: Anchorage to Uasur+datiors
empties awh $rectipn 1215.5 of the cads.
2.4 hs(erler Finish:
Walls tritest be finials02 on the interior with yla-ins rthick gyp-
sum as iiboaud mestestiosti atlactrad, using tai sf
actawe, ki 11le-Itch-Melds, No. 20 gage galvanized stool
Atimfootaii ripwls WOW llyagalion Smits, tam, lo:rwalsaaly fio 'mak iieftwomarkii s am A goombert 41MA Waft Attar& spa irald **wort
el+aw44PoIrMlre rr*wte on rrrarir eNealdarsarnWroititifse
cream, f., -I iffir"Wool ,*noel.
Mswon lelard Apes nits draw itatiradam L zi byids ThtEcaOSerleoplerweutrotesirf s'ro i ontshe
aMartrlrra+awafiar+WR,W oowlpawn rar it h'*mktns *idortiakmt Tretftedom. limee sierreltyhyt +warraaaJenks, hid, twat
■rbeyeledperanelig "lteraTar"arete47raaiiraleaie."Von rrwaQ PeoliOrte riffri ilep Ike mire. TiSsifirelsOsarlisisanatiotty oor *moo to, rllersfir�isii
P*tat1 Or 10
BEST COPY
DE=C -18-2003 21:09 SCHAUB
vee h;rprnorI or NO. 24 gee (O O24Idl) riiimknum strips
sowed to granite wlm Hid nail& The nails era twisted Iota
holes in the Coote! gyp, wend through the conform wit and
ins secur*d w speed wiener' to primed withdrawal until
11* concrete has set. Sporangia anchor pates end tistano7re
rind bion of this gyp= wilt round must comply With
Soden 2511 of fire ow* avowal board must Woo be
attached to window arid door frames.
2.5 E*tarlo Igrlf�oEs;
Wei are corned an the mistier vitt a waather rmiivo
cavrarkap accordenCe With th* code ancVor on evralrtstian
Citi Salable ftishest Wardle, but &e not *riled to: 6T0
Corp. Road ri ith (Reaiuetion Report ER -3617) and WO
Carp. STO Exterior MO Rralsh (f vatvruion Report E=R•3005).
Exterior vot0 clirertig must be recognized in id iipual valu-
ation reports for the required detfpn wind pressures.
2.a foundaGen Wally:
Sae FFguraa5 and 8for typical foundation wW I* constructed
with $F merles unite.
2.7 Retehtng ►iY ffa;
The wren may be wed as retairalnq wags wilts
provided May ane in accordance wfd' atoCspted
engineering 'tables 4.6 and IN for reinforcing
2.6 Itaatrtaemt Walla:
ConAgra Sin lock Win may be used ter basement wall*.
When the SF aeries unite ere used. the basement Jo consid-
ered Me first story oft* dY4atorir imitation specified in See, -
20.2. Item 1. Seer "Ibbtea3, Sind 7 for reinforcing raaiirrs-
wants. Waterproofing arid ilempproofirie abasement walls
roust be in scowdance with Appends MEOW1thit cod!,
red the rretnufecturee* instructions. Prodents to be wed for
Membrane Wien err liquid
porby W
Meadows be, or Henry hi i, 167 asph& midden manufac-
tured by Henry any ar4 prunes
A
manufactured
rg�d put550 WAWA
SreFigures 7 and
for further s.fa Creel Specie:
ConForm units emceed to the bolds mai be used for wattle
underfloor a contingent in the i owing
I. Entry to **crawl VIM to only W seroitte Iatititfae„
2. There are no Interconnected basement acerin,
3. Pik in Om crawl opine is net t;itculatad to (sharpens of the
bultr .;
4. Ventilation complies with Section 2300.7 Other code.
5. Stock units exposed to crawl spaces are limbed to tiers
maritiectured with SAW arorHuntsmen expend-
able
210 Far*.reitenva ConetrUctiont
Cermet* wails conetructed with VWF aeries 5%-. ch.thcck
end 734 k units. with one toyer sof s/2-kich.flith gp-
itirn Yraatbeard attached se noted in Seccon 2.4k am recog-
nized krr flra.rail dive ratings of up to 4 hours.
2.11 Specie. knapsct%a0
Special e required aS mated in Sections 170t.5.1
end spection 1.5ia the ti as of placing of reinforcing
9703281103 P.02
steal and pouring of concrete. The mor is required to
insPeCI sled �since of came tomawsDper � the farts remainpermanently in pf
Thr of feat specimens forst n wail foundation canonic -
ton is noted in Figure 5 is not necessary,
When approved by the bralikigoffs open 10 111)40434
Is
not necatasary for lnmtslloori of mingle.stcary4 trasseraarra
Miriam 1 �thor3 or areae
. provided ebifoc
mac
a rartitiarag are
1. Mratinuata height of individual a concrete pour Is 48 inches.
2. Inetulforion l.4 by bawd instillers approved by the
fir.
3- Han tbi cholera aitrilaues ere used inr the deem
of the watt
2.12 ideniliteetions
� � noting product nitric,Wirer,ftns-sp.Andaman-don-
sky Menge and the risme end
logo of tho
quality
gagenctr, Underwriters Laboratories Inc -
EMS= SUMMED
kulattorw and ebucturai deft reports of teats m acocr
dorm will) desportions of the 1CBO ES Acceptance
Criteria for Rens Maio insulaNtin (AC12). dated ,hme
and the ICBO ES Acpiptince Criteria for Concrete and Con -
trete M*sorary Wis0 Systeme (AC1S), did .tower 1887;
reports of the take in accordance with tJaC Standards 7-1
and ; and 4 quality control manual.
4.0 FHGS.
That the ConFcnn'ss $meilBloOkp :tibia described In
this report comply with the 1997 Unflonn Dnp
Cod" added to the following conditions!
4.1 They ars mentristatured. identified and installed in
mince nweb the manufachasee instruatIora
rt
4.2 Wires using !tie SF aeries forms are WOW to twc-
st§ory or maxiialtrtn one beeement and one -dory
structures wt'th a mimintum unsupported will
height Of 10 feat.
43 Wadi using the formers considered combustible
mon.
4.4 Rani and =gammons tutor eldanIted for Wading
thWdobe u awhen
t
using Me VWF mortes WWI. * f041141180115 for stud
bearing walls mai noted in Table 164-C el the code.
4.5 The forte erre separated from the building Interior
with minimum 1Ia-In tfslckgypsum wall-
board inrtwlled as eel forth In�report.
4.6 Specie, inspection to pmvfd.d In accordance with
Section 2.11 of this report,
4.7 The uthtta 4444 er nufactured ki Santa Am, Cilifar-
itis. tender a qty control pore tis with ink
done by' tlndirwritere Laboratories Inc- (NEW
'rider report is aubiecisd to re-examination in two yeafrt.,
BEST COPY
TOTAL P.02
i
INSPECTION WILL N T BE MADE UNLESS
THIS CARD IS POSTED 011 THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issue' *44°Zoned Area Permit No?55/
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, Iocation, 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 AND VOID.
= r._ s
Addres or Le al Descrition
Owne l i 1 _ '®+ . Contr ctor ! a 4 t
Setbacks Front Side fide Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing to Ia-Jo--- 437n
Foundation 11 j L/// . igm
Underground Plumbing
Insulation 4, `, e39, -------
3Rough
Rough Plumbing 4,04_03
2- 3
Drywall 3 / ��
� 3 /pm_
Chimney & Vent (... f 3,..i) 3
Electric Final (by State Inspector) = ,c -t 9 &i
Gas Piping . 43_
,
Final 4Z- ,2-03
Electric Rough (By State Inspector} -
Septic Final N /q -
Framing ..a./ 03 ,YY,- Arbirpx
(To include Roof in place and Windows
and Doors installed).
rtes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHERR INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
A P P Ri OV E DDO NOT DESTROY THIS CARD
Date
LC
IF PLACED OUTSID . C VER WITH CLEAR PLASTIC