HomeMy WebLinkAbout4636GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
JobAddress ___ 0_4_0_6_C~o~u=n=-t~y'--R_o~a=d=--=1=0~4~,---=C=a=r=b=o=n=d=a:l:e::___ ________________ ~--'-------
Nature of work --=B-=u:::ic:lc:d:::i:::n,.g,_,P:_:e:::nni=:_t:__ _______________ -'-___ __:__ _____________ _
UseofBuilding -~C~o:::n::s:.:t::.:r:..:u:::c,,_t~S=h=o!.:p~/=S-=t:::o.=r:::a:.£g:::,e:_::an~d:_:O:::f:_:f:_:i::c::e:_ _____________________ _
Owner ----~W=e=s=t=e=r=n:.....:S=l~o~P~.e::_:A~g~,~gr::..:::e~g=a~t:e:s _____________________ --cc _____ _
ContraGtor ---"S-=m=i:.:t:.:h~E=·n=-t=e=r=pc.r:..=i=s=e=s------,--------------------------
Amount of Permit: $ -4,;-2::.6::..:.:• 5:;.:3:._..~=~----November 16, 1992
White -Treas.
Canary -Office
Pink -Applicant
Gold -Duplicate
Permi t: 258.50
Plan 168.03
Date:
S. Arch.uleta
Clerk
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER 1-~ 3 (.,,
DATE //-J~-9z.._
Assessor's Parcel #
please print or type
-------~
NEW x: ALTERATION ADDITION --~-
DE!10LISH ____ REPAIR MOVE -------
!10BILE HOME (make/model)
S.F. OF BUILDINGdt/l'lJ S.F. OF LOT1 ____ _
# OF FLOORS HEIGHT _,_/,_,'fi"'-----___ _
# OF FAMILY UNITS # OF BEDRO~ ___ _
IN1'ENDED USE OF BUILDING ~ct( t 2f/7l!I)
GARAGE: SINGLE DBL CARPORT: SIMJLE limL
FIREPLACE -------------------
DOCUMENTS ATTACHED
WATER SUPPLY _ _,_!J.~lt4"----------------
DRIVEWAY PERMIT __,l\/'-'<-~'4--=i:= ______________ _
SITE PLAN __ ...-__________________ _
BUILDING PLANS--~---------------
SANITARY SEh'ER CLEARANCE _./lf:..=--,_A-~-------'~-'-
ON SITE SEWAGE DISPOSAL PERMIT In c we. o)
OTHER DOCUMENTS (specify)
~ FOR OFFICE
PLOT PLAN
NOTE: Show easements, property line dimensions,
all other structures, specify north, and street
name. For odd shaped lots, or if space is
too s.mal.l, provide separate pl01j./_Ijl~C3fl •
# OF BUILDINGS NOW ON PARCEL -Ll~~'7i'Z7~~~-:: ____ _
USE OF BUILDINGS NOW ON PARCEL --------
13,'// Ratu-ti 3' ~a 1--f-I? flVo i-11j) ~edse<.... c ......... e)
dla;11 er rs Btu€
FRONT PROPERTY LINE
STREET NA/IE/ROAD NUMBER ------------
CHECK IF CORNER LOT
I hereby acknowledge that I have read this
application and the above is correct and I
agree to comply with all county ordinances
and state laws regulating building construction
SIGNATURE
USE ONLY
FLOOD HAZARD -----------------
CERTIFIED BLDG ELEVATION -----------
SPECIAL CONDITIONS ll!"Pi&JH&IJ ~ W.r£ /A/ ~dMft-,./{!'[; fiJ/ 8(!18)/1!1Jf/£ ~Mis-_.,,, HA1~/l'AM:e ~ 1119tlL
Pi':Bt!hf!MB f!I'P.'.' Pl?Il 'f'F'I' Tlkra.1:,( a~ ~lft.6 #F /llfllt-
T"-up,t.f
-~------------------
ADD IT I ON AL INFORMATION NEEDED ---------
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER --~-'------~---------
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Exhibit A
Legal Description
WESTERN SLOPE AffiREGI\ TES .
The following described lands in Section 25 and 36 T7S, R99W of the 6th P.M. Those portions
of lots 8, 9, 10, 15 and 16 Section 25 lying in the S'h of S 'h of Section 25 and lots 2 and 3 in
Section 36 excepting any part of the above named lots in Section 25 and 36 lying southerly of
the northerly ROW of State Highway 82 an<l excepting any part of the above named lots in
Section 25 lying within the parcel of lan<l <lescribe<l in the Quit Claim Deed document nwnber
288920, book 516, Page 393. Also excepting the portion oflot 16 in Section 25 lying southerly
of the centerline of the Basin Ditch.
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BRACING DETAIL
(ONE ST~GGERED AT PTS MKD •l
GENERAL NOTES:
HAUNCH DET.llli.
11----GRADE A307
ANCHOR BOLTS
COl UMN BASE DETAIL
D STRUCTURAL STEEL SHAPES ~ PLATES SHALL
BE ASTM-A36 .
. 2) ALL BDL TS TO BE GRADE A325.
3) ALL 'WELDS MUST DEVELOP FULL STRENGTH
OF MEMBERS ATTACHED.
4) 'WELDS TD BE E70XX DR EQUAL,
5) CONCRETE SHALL DEVELOP 3000 PSI
COMPRESSIVE STRENGTH IN 28 DAYS.
6). FRAME DESIGNED FDR 12'-0' MAX. SPACING.
7) LOADING DATA: LIVE LOAD = 40
\./IND LOAD = 20
DEAD LOAD = 4
psf.
psf.
psf,
+ steel
'WESTERN SLOPE AGGREGATE
CARBONDALE, COLORADO
ENGINEERING DRAWING
"""" NTS DllAlltt •~· TAR
MlEI lQ/29/92 kEVISEDI
M4000 IJ I 10' OVERHANG ONE SIDE
40x1Bx60 ~40 LL ~12' BAYS
~ JIRA"'D«i MlllEA
_,_,
FD-1172.D\./G FD-1172
t '
w w w wl wl wl z z z z z z <t <t <t <t <t <t [}". [}". [}". [}". [}". [}". ' ' LL LL LL LL LL LL 0 '1-I I _J _J _J _J _J _J 0 _J _J _J _J _J _J tn co =i =i =i =i =i =i (Y) LL LL LL LL I LL I LL I
-+a--+---
I 3
4"
G) ANCHOR BOLTS AT CORNER COLUMNS ~ ANCHOR BOLTS AT SJ
•: ),t;',h~,1~.:: :\ .,,,.,;., ..
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r r r r
12'-o· I '~'-o· . I 12'-o· I 11':19· • I ±.'..__
60'-0' ----. -
SIDEW'ALL ELEVATION
12
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CD
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0
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0
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2L -2'x3'x3/l6'
2L -2'x2'xl/8'
2L -I l/2'xl l/2'xl/8'
2L -l'xl'xl/8'
IL -I l/2'xl l/2'xl/8'
IL -!'xl'xl/8'
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2L -3'x3'x3/l6'
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COLUMN REACTIONS CKIPS)
DEAD LOAD LIVE LOAD \./IND LOAD
VER. 2.408 15.068 + 4.434 1--~-1--~~~~+-~~~----i~· ~-l
HOR. 0.392 2.900 + 2.694
GENERAL NOTES:
D THIS IS AN ANCHOR BDL T LAYOUT DNL Y.
2) THE D\./NER IS RESPONSIBLE FDR THE
FOUNDATION TD COMPLY \./ITH LOCAL
BUILDING CODES.
3) FOUNDATION DESIGN SHALL BE BASED
ON THE COLUMN REACTIONS INDICATED
AND THE SOIL BEARING CAPACITY.
4) ANCHOR BOLTS TD BE 5/8' DIA.
GRADE A307 UNLESS DTHER\./ISE NOTED.
5) DESIGN DATA: LIVE LOAD = 40 psf.
VIND LOAD = 20 psf.
DEAD LOAD = 4 psf.
+ steel
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GENERAL NOTES:
D THIS IS AN ANCHOR BDL T LAYOUT ONLY.
2) THE D\./NER IS RESPONSIBLE FDR THE
FOUNDATION TD COMPLY \./ITH LOCAL
BUILDING CODES.
3) FOUNDATION DESIGN SHALL BE BASED
ON THE COLUMN REACTIONS INDICATED
AND THE SOIL BEARING CAPACITY.
4) ANCHOR BDL TS TD BE 5/8' DIA.
GRADE A307 UNLESS OTHER\./ISE NOTED.
5) DESIGN DATA: LIVE LOAD == 40 psf. \.JIND LOAD ::: 20 psf,
DEAD LOAD = 4 psf. + steel
NOTE: wINDBRACE RODS TD BE LOCATED
IN BAYS BETwEEN COLUMN LINES
@&@, @&®
\./ESTERN SLOPE AGGREGATE
CARBONDALE, COLORADO
ANCHOR BOLT LAYOUT
Sl'Ab NT$ ~.,.. _ ... M ~_!<-
,.,. 10/29/92 ""'""
M4000 'W / 10' OVERHANG ONE SIDE
40xl8x60 1!40 LL 1!12' BAYS
r.llJI JR\'wlltG tUllill ~T tlJHliJI
1172-AB.D\./G F0-1172
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OWNERN~s/td'd/5lt'/[ !/(rtik LOCATION vc/c(, (.,. 1:1 cl /c)f-I
CONTRACTOR . /. f,? kt e' f', . I )
PERMIT # ____ _
THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH
THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES.
TllESE ITEMS ~~QUIREM:'SN~JM#·3· =tH'i~C·lJ:PANe'lW.:--.::UN-Ll _,f-atl£ __ ."fii'M-BJ.i~ IWd-Et::UULY
.. ·DWFSm'.H81'-} .... d\1~EI ARE NO'r ALT .. INCLUSfVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS
A GUITJE 1'0 SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS m;LATED TO CODE
f<EQll!llEMEN'l'S. 'rl!E APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING
SI'rE DURING CONS'l'RUC'rION' FOR ANY REQUIREMENTS OF TllE NATIONAL ELECTRICAL CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
TllEllE SHALL BE A FINJ\l, INSPECTION 1\ND APPROVAL OF ALJ, BUILDINGS AND STRUCTURES
wny.N C01'PLETED AND RE!ll?Y l(OR OCCUPANCY/AND USE -UBC J.EC. 305 (d) •. /. • I I
/t// h'C1'7C: iJJlf'I "/'/1U (:~}d di/ r.·c1,-1e tror11i'o11t'!li ;<) r1~·11 ir'' no7: c 11-c. 1ec; •
(i) Concrete for foundations and load beai'ing slabs is required to be 3000 psi
· in ?.0 days -UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 & Table 24-J\ nnd 24-D.
(~.\ . Masonry uni ts, mort.ar, and grout shall be protected during cold weather in
nccordance with unc Sec. 2404 (c). Concrete shall be protected during cold
or hot. weather in accordance wit.h UDC Sec. 2605 (f) and (g).
3. Minlmum concrete and/or masonry foundation reinforcement requ.lrements are
shown on the attachment. (Note: these minimums apply only if a foundation
soils investi.gat,ion is not performed and the soils are assumed to have an
eocpans.lon index of 20 or less and footing loads less than 2000 lbs/linear
foot -UBC Sec. 2904 (a) and (b) and Sec. 2906.
4. Foundation frost protection is 30" from finished grade to top of footing -
UBC 2907 (a). cs·.1 Foundations shall extend a min. of 6 II above finished grade -UBC 2907 (d).
(~j Provide for the control and drainage of surface water away from the building
-UBC 2907 (f).
7. Foundation walls enclosing a basement below grade shall be damp-proofed on
the exterior with approved materials -UBC Sec. 1701 (d).
(8\ Foundation plates or sills shall be redwood or pressure treated wood (UBC ·-
2516 (c)), and shall be bolted to the foundation with not less than 1/2" dia
bolts embedded at least 7" into concrete or masonry, spaced not more than
6 feet apar:t, min. of 2 bolts per piece and within 12" of each end of piece
-UBC 2907 (f).
9. Exterior concrete or masonry piers shall extend 8 11 min. above grade unless
the posts or columns which they support are treated or decay resistant wood.
Columns and posts located in basements shall be supported by concrete piers
or metal pedestals extending 6" min. above earth and l" min. above floor
unless treated or decay resistant wood -UBC Sec. 2516 (c) 4.
6,:i'i>. Ma nu factnred trusses, and manufactured joists and beams (i.e. TJI/Micro-
Lams, BCI/Versa-I.ams, Glu-Lams, etc.), shall be sized and installed in
<"lccordance with the manufacturers requirements.
11. Wood joists or f.loor beams located closer than 19" or wood girders closer
than 12" to the ground in crawl spaces shall be treated or decay resistant
wood -UBC Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and ends unless treated or decay resistant wood _:. UBC Sec. 2516 (C)
5. Ends of beams and g:l.rders shall have min. 3" of bearing on masonry or
concrete -UBC Sec. 2511 (c).
13. Floor joists under and parallel to bearing partitions shall be doubled UBC
2517 (d) 5.
14. Floor joists require full depth solid blocking and must lap a min. of 3"
over bearing supports -UBC 2517 (d) 3.
(i5J Beams, .roof rafters, and ceiling and floor joists shall be supported
laterally in accordance with UBC 2506 (h). .
16. Columns, posts, beams, and girders shall have positive connections provided
to ensure against both uplift -and lateral displacement -UBC Sec. 2516 (m).
17. Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no
less than 3" on concrete or masonry -UBC Sec. 2517 (c) and (d} 2.
lB. Notches on the ends of floor joists -max. 1/4 joist depth. Bored holes not
within 2" of top or bottom of joist and hole diameter no larger than 1/3
depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not
located in middle 1/3 span -UBC Sec. 2517 (d) 3.
1.9. Floor joists and/or roof rafters are insufficient for the spa·n -UBC Table
25-V-J-1 and UBC Standards.
20. Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC
Sec. 2305 (d)-dead loads shall be as required in UBC Sec. 2305.
21.
11.~.). (2 3,)
24.
25.
26.
29.
30.
31.
32.
33.
34.
35.
36.
37.
3B.
39.
40.
41.
42.
43.
~fl
Floor live land shall be 40 psf -UBC Sec.2304 (a) and Table 23-A-1 -dead
loads shall be as required in USC Sec. 2304.
Basic w.ind speed shall be 80 mph -UBC Seco 2311.
Headers over wall openings 4' wide or less shall be doubled 2" framing
lumber on edge. Over 4' wide the header shall be sized for the span -UBC
Sec. 2 517 ( g) 5.
Bearing walls supporting two floor loads are required to be a min. of 3" x
4"or 2"x 6" studs with a max. spacing of 16"' on center-UBC Sec. 2517 (g) 1.
Wood studs may be cut or notched to a depth not exceeding 25% of width in
exterior walls and bearing partitions and not exceeding 40% of width in non-
bearing partitions -UBC Sec. 2517 (g) 8.
Wood studs may have bored holes no greater in diameter than 40% of stud
width, 60% of width of doubled studs (but not more than 2 successive doubled
studs). No holes shall be bored nearer than 5/B" to edge of stud -UBC Sec.
2517 (g) 9. '
Wall bracing required both sides of each corner and every 25 lineal feet -
the braced panel must be a min. of 48" in width perpendicular to studs -UBC
Sec. 2 51 7 ( g) 3.
Approximate min. insulation values are R-19 walls, R-25 roofs, and R-11
floors over unheated space -see plans for more speClfIC--·requirements -
"Colorado Energy Conservation Standards."
Foam plast.tc insulation shall be separated from the building interior,
including attics and crawl spaces, in accordance with UBC Sec. 1712. Other
insulation ( lncluding duct and plenum insulation and coverings per UMC
Chapter 10) including facings shall meet the requirements of UBC·Sec. 1713.
Masonry and stone veneer units (5" max. in thickness) shall have min. size
of No. 22 gauge by 1" galv. metal ties or No. 9 gauge galv. wire ties and
spaced to support not more than 2 sq. ft. of wall area but not more than 24"
on center horizontally. When applied over stud construction, the studs
shall be max. of 16" on center. Approved building paper must be applied
over the sheathing or studs -UBC Sec. 3006 (d).
Ceiling height is required to be 7'6'' in all rooms except kitchens, halls,
bathrooms, and storage areas which may be 7 'O" min. -UBC Sec. 1207 (a),-·---
Min. stairway headroom clearance is 6' B" -UBC Sec. 3306 (p). · ···-·-·
Min. stairway width is 36" -UBC Sec. 3306 (b) and min. landing dimension
in the direction of travel must also be 36" -UBC Sec. 3306 (g).
Stairways Jil.fn. run 9"; max. rise B"; max. variation in rise and run 3/B" -
UBC Sec. 3306 (c).
Enclosed usable space under interior and exterior stairways shall be
protected on the enclosed side as required for one-hour fire-resietive
construction UBC Sec. 3306 (m). Fire stops shall be provided in
accordance with UBC Sec. 2516 (f) 2c.
Stairway handrails: min. height 34"; max. height 38"; handgrip portion shall
be not less than 1 1/2" nor more than 2" in x-section dimension. Min. of
one handrail required on all stairways with more than three risers. Min.
1 1/2" space required between wall and handrail -UBC Sec. 3306 (j).
Guardrails of 36" min. height shall be installed at unenclosed floor
openings and open sides of stairways, landings, ramps, decks or porches more
than 30" above grade or floor below. Open guardrails shall have a pattern
such that a sphere 6" in dia. cannot pass through -UBC Sec. 1711.
Under-floor (crawl space) cross ventilation is required equal to 1 sq. ft.
for each 150 sq. ft. of under-floor area -UBC Sec. 2516 (c) 6.
Under-floor areas shall be provided with a min. 18" by 24" access opening -
UDC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under-floor
area -UMC Sec. 709.
All sleeping rooms below the fourth story without a door op_ening to the
exterior shall have at least one operable window that meets the following
requirements: M[NINUH c.lenx npen:lng: S. 7 sq, fto
MllXIMUM sill height: 44"
MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.)
MINIMUM net cl.ear opening width: 20" ( x41" = 5. 7 sq. ft. )
This also applies to basement sleeping r_ooms -UBC Sec~ 1204.
Glazing ln hazardous locations as defined in UBC Sec. 5406 (glazing in doors
and adjacent to doorways, and glazing in windows located within 18"
vertically of a walking surface) shall be safety glazed or protected.
Glass in sloped glazing (more than 15 from the vertical) and skylights
shall meet the requirements of UBC Chapter 34. Skylights and roof and wall
panels of light-transmltting plastics shall meet the requirements of UBC
Chapter 52.
Provide combustion air for fuel burning equipment per UMC Chapter 6.
Pressure relief valves and/or combination pressure/t"emperature relief valves
shall be provided with a drain line to a floor drain with min. l" air gap
45.
46.
47.
40.
49.
52.
55.
56.
57.
5a.
59.
60.
or extended to the exterior of the building -UPC Sec. 1007.
Domestic dishwashing machines shall not be directly connected to a drain or
waste disposer without the use of an approved airgap -UPC Sec. 608 (d).
Fuel burning appliances shall not be located in any room used or designed
to be used as a sle9ping room, bathroom, or closet or any enclosed space
opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless
listed for such use).
Appliances (including space heating and water heating equipment) shall be
accessible for repair and removal in accordance with the UMC.
LPG fueled appliances shall not be installed in a pit, under-floor 1 (crawl)
space, or basement -UMC Sec. 504 (f).
Appliances located in a garage (or in an enclosure opening into a garage)
shall be located out of the normal path of vehicles or protected from
damage. Any portion of the appliance creating a flame, spark or glow shall
be installed a min. of lB" above the garage floor -UMC Sec. 508.
Each water closet stool shall be located in a clear space not lees than 30"
in width and 24" in front of stool -UBC Sec. 511 (a) .
Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the exterior -UBC Sec. 1205 (c).
Showers and Tub/Shower enclosures shall have a smooth, hard, nonabsorbent
surface to a height of 70" min. above the drain inlet -UBC Sec. 510 (b).
Water-res is tent gypsum board shall not be used over. vapor barriers, in
saunas or steam rooms, or on ceilings -UBC Sec. 4712.
Attic access opening of not less than 22" by 30" is required -UBC Sec. 3205
(a). 30" by 30" if mechanical equip. in attic space -UMC Sec. 708.
Enclosed attic and rafter spaces shall have cross ventilation of min. 1/150
of the area of the space ventilated. The area may be 1/300 if provided
equally at lower and upper portions of the space with min. 3' vertical
separation of locations -UBC Sec. 3205 (c).
Garage side of conunon wall between living space and garage shall be finished
with materials approved for one-hour fire-resistive construction. This also
applies to ceilings and bearing walls if living space above the garage.
Self closing min. 1 3/B" solid , tight fittine door is required between house and
r..nrnr,e UEC 503 (d) J.
Electrical.ly wired, interconnected smoke detectors are required in all
sleeping room access areas, near the top of stairways in upper levels, and
near the bottom of stairways to basements -UBC Sec. 1210 (a).
Wood stoves and factory built chimneys, and manufactured fireplace units and
venting systems shall be installed in accordance with the manufacturers
listing requirements and inspected during installation UMC Chapter 9 and UBC
Chapter 37.
Ma·sonry and concrete fireplaces and barbecues ·shall meet the requirements
of. UBC Chapters 23, 24, 26, 27 and 29. A chimney shall not support any
structural load other than its own weight unless designed as a supporting
member -UBC Sec. 3703 (a).
COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Coples of any of the items
above or below are available upon request).
Excavations, fills, foundations, and retaining walls -UBC Chapters 23 and
29.
Retaining walls -UBC Sec. 2308 (b) and 2907 (g) 4.
Roof coverlngs and drainage UBC Chapter 32 (Roof drains sized in
accordance with UPC Appendix D).
Roof sheathing -UBC Sec. 2516 (i).
Wood combined with (supporting) masonry or concrete -UBC Sec. 2515.
Floor sheathing -UBC Sec. 2516 (h).
Wiring in plenums -UMC Chapter 10 and NEC.
Fire and draft stops -UBC Sec. 2516 (f).
Nailing requirements for connecting wood members -UBC Sec. 2516 (j).
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes -UBC Sec. 1706.
Exterior wall coverings and exterior weather protection -UBC Sec. 1707 (d)
and 2516 (g).
Interior application of gypsum wallboard and interior and exterior
application of lath and plaster -UBC Chapter 47. Manufactured wall and
ceiling covering systems (simulated stucco, etc.) shall be installed in
accordance wi.th manufacturers requirements.
Landings and floor level at doors -UBC Sec. 330'4 (i).
Cross connection control and back flow prevention -UPC Sec. 1002 and 1003.
Treated Wood Foundation Systems -UBC Standard 29-3.
"
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·Certificate Of Occupancy
No. 2441
Building Department
Garfield County, Colorado
No change In the character of occupancy of a
building shall be made without a Certificate
of Occupancy -(UBC Sec. 502)
This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at
the time of issuance, this structure was in compliance with the various codes adopted by the County regulating
building construction or use for the following:
Use Classification Construct Shop/Storage/Office Building Permit No. ----'-'46:..:::3-=-6 ___ _
Ciroup B-4, B-2 Type of Construction __ ...:.v-'-N"--------Zone District A/R/RJJ
Owner of Building Western Slope Aggregates Address P.O. Box 910, Carbondale, Colorado
Building Address 0406 County Road 104, Carbondale, Colorado Locality _________ _
By, b" <r zVi'ht~"f&lici~ C
Address
Date
199 Crystal Road, Carbondale, Colorado
December 14. 1994 -----------------
Issuance of a Certificate of Occupancy shall not be construed as an approval of the provision of this code or of other
ordinances of the jurisdiction. Certificated presuming to give authority to violate or cancel the provisions of this code or of
other ordinances of the jurisdiction shall not be valid. (UBC Sec. 307(a)).