HomeMy WebLinkAbout4700N 0470
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
100 8th Street Suite 909
Glenwood Springs, Colorado 81801
308) 945-8212rAddress
0 0 / 0 County. Road 125, Glenwood Springs
ure of Work Building Permit
of Building - Single Family Dwelling 'Unit
ner
Steve Stonehouse
Jeffreys
ountofPermit: $ 1136.03 Date April 2, 1993
Pettit : 688.50
Plan 447.53
S. Archuleta
Clerk
te -Treat
ary- Office -
Applicant -
Duplicate
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
PERMIT NUMBER
7
1,(71,C)
d.i 3s. 0/ 004-print or type DATE 5 •' ?,3
Assessor's Parcel ;l
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS C S CLD. S .i NOTE: Show easements, property line dimensions,
SUBDIVISION I W,o vn A all other structures, specify north, and street
6 FILING #LOT # I BLOCK # __Wname. For odd shaped lots, or if space is
TAX SCHEDULE #too small, provide separate plot ^ p / lan.LEGAL (SEC /TWN /RNG)OF BUILDINGS NOW ON PARCEL fig0. b1 --• - _
NAME Std V S'fD N rc h O k S USE OF BUILDINGS NOW ON PARCEL
W MAILI7VG ADDRESS 0 89 - West sP
o CITY Le--nw,00 PHONE' 5- (0 4135
NAME
w ADDRESS CITY
ao NAME int'a WI1n Tc f»yP
r,' ADDRESS
CITY
PHONE
CfS
o 9 '1 Lf • 32-54 LICENSE ,.
o
CLASS OF WORK
NEW ALTERATION ADDITION
DEMOLISH REPAIR MOVE
MOBILE HOME (make /model)
S.F. OF BUILDING S.F. OF LOT 5.91A
OF FLOORS 2 HEIGHT 23'
OF FAMILY UNITS 1 OF BEDROOMS 3
INTENDED USE OF BUILDING SI nq Ik. T)11- f I I , n5
GARAGE: SINGLE DBLX CARPORT: SINGLE DBL FRONT PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACKED STREET NAME /ROAD NUMBER
WATER SUPPLY G,4z l'cka_4 t CHECK IF CORNER LOT _
DRIVEWAY PERMIT v"DESCRIPTION OF WORK PLANNED
C.SITE PLAN JG/ S L 2 r e v(c a
BUILDING PLANS
SANITARY SEWER CLEARANCE A4..I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT , - , Z - 4 / J , c7 & Q icati• an* he above is correct and I
OTHER DOCUMENTS (specify)a_gre- to .omply rith all county ordinances
V
and te aw- regular 'ng building construction
ge i 'I I
600 ° l7AlFl1 ,r4we64.06F= 4600, °c s NATURE
or ,' 4)4 . et IR OFFICE USE ONLY
VALUATI 7 o 0 FLOOD HAZARD
PERMZT FEE goefe co PLA' CHECK FEE $' 4Z C 3 CERTIFIED BLDG ELEVATION
TOTAL FEE 4,03 SCHOOL IMPACT FEE $ NA SPECIAL CONDITIONS
DATE PERMIT ISSUED
ZONING DISTRICT 1 /PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY 3
TYPE OF CONSTRUCTION V 'y
y
ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING ' S-2., S.F. OF LOT 5,97QL f
MAX. HEIGHT ti19 -15 ROAD CLASS.CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONTSeer OR ENGINEER
REAR RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED
APPROVED: J 1,4& .....A 3 37 APPROVED:Li_z_
rLDING DEPARTMEN•i DAT PLANNING DEPARTMENT DATE
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Lot 12, Lazy Diamond `A' Subdivision
STRUCTURAL GENERAL NOTES & SPECIFICATIO
0 RECSl ,,
r ,_ F'p
GENERAL REQUIREMENTS:j7 * sT ` '
A. DESIGN LIVE LOADS t5 4:1
P g r
ONAI
sus
1. Snow 40 PSF Garages
2: — Residential Floors 40 PSF 5. -Wind; 80 mph ( s30' her t ) 17
3. Decks 4D PSF
13. DESIGN CODES
The requirements of the Uniform Building Code as published by the International Conference of Building
Officials, shall govern the design and construction of this work. The following codes and editions were used:
International Conference of Building Officials Uniform Building Code (UBC 1988)
American Concrete Institute Building Code (ACI 318-89)
American Institute of Timber Construction Timber Construction Manual (APTC 3rd Edition)
National Forest Products Association National Design Specification for Wood Construction (NDS 1986)
C. CHANGES
Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the
responsibility of the contractor and shall be submitted to the structural engineer for approval.
D. SHOP DRAWINGS
Engineers review is intended only as an aid to the contractor in obtaining correct shop drawings. Responsibility'
for correctness shall rest with the contractor.
1. Shop drawings shall be submitted for all structural items in addition to items required by architectural
specifications.
2. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract
documents shall be flagged upon his review.
3. Verify all dimensions with the architect.
4. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer
or fabricator. Any of the aforementioned which are not clouded or flagged, by submitting parties, shall not be
considered approved after engineer's review, unless noted accordingly.
5. The shop drawings do not replace the original contract drawings. It is the contractors responsibility to make
sure items are constructed to original drawings.
6. The adequacy of engineering designs and layout performed by others rests with the designing or submitting
authority.
7. The use of reproductions of these contract drawings by any contractor, sub - contractor, fabricator, erector or
material supplier in lieu of preparation of shop drawings is expressly prohibited.
E. GENERAL
1. All dimensions and details on structural drawings shall be verified against the architectural drawings and
any discrepancies shall be brought to the attention of the architect before construction or fabrication
conunences. DO NOT SCALE DRAWINGS.
2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors.
Notify Engineer if any openings are to be cut in structural systems.
3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to
hold structural elements in place during construction.
4. Details on the structural drawings are typical. Verify all dimensions with the architectural drawings.
5. The contract structural drawings and specifications represent the finished structure. They do not indicate the
roc rr ro,y
o e f' F/L
Lazy Diamond 'A' Subdivision Page 2
March 12, 1993
method of construction. The contractor shall provide all measures necessary to protect the structure during
construction. Such measures shall include, but not be limited to, bracing, shoring for loads due to construction
equipment, protection of existing structures. Observation visits to the site by the structural engineer shall not
include inspection of the above items nor will the structural engineer be responsible for the contractor's means,
methods, techniques, sequences for procedure of construction, or the safety precautions and the programs
incident there to.
6. Options are for the contractor's convenience. He shall be responsible for all changes necessary if he chooses
an option and shall coordinate all details. The cost of additional design work necessitated by selection of an
option shall be borne by the contractor.
7. Any engineering design provided by others and submitted for review shall bear the seal and signature of an
engineer registered in Colorado.
8. Dimensions on the structural drawings are exact with the exception of masonry and sawn lumber dimensions
which are nominal. Verify all dimensions with the architectural drawings.
9. Where required construction details are not shown or noted on these plans the contractor shall notify the
engineer and the engineer shall provide sufficient details for the work to proceed.
10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed the
design live load per square foot.
FOUNDATION:
See Soils Investigation Report No., GS -1029 dated February 19, 1993, as prepared by:
CTLThompson, Inc. of
Glenwood Springs, Colorado
for test hole and pit log, site conditions, slabs on grade, bacicfill and compaction, drainage and possible need for site
inspection by soils engineer.
A. EXCAVATION
1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely
complete the work.
2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations
reasonably free of water atall times and completely free of water during placement of the concrete:
B. BEARING REQUIREMENTS
1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill,
below the frost depth required by the applicable building code. Any discrepancies with the footing elevations
shown on the plans shall be brought to the attention of the engineer.
2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the
following allowable bearing pressures:
Maximum 5000 psf DL + LL)
Minimum 0 psf DL)
C. GENERAL REQUIREMENTS
1. Center foundations under columns and walls unless noted otherwise.
2. Provide foundation ventilation in crawl space areas as required by section 2516 of the Uniform Building
Code.
3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled
on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to
placement of the bacldill (unless noted otherwise on plans).
Lazy Diamond 'A' Subdivision Page•3
March 12, 1993
CONCRETE:
A. CONCRETE REQUIREMENTS
Concrete has been designed and shall be constructed in accordance with the latest editions of the American
Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI 301.
Provide hot or cold weather protection per ACI 305 & 306.
1. Concrete shall have a minimum compressive_ strength at28 days of:
Walls & footings 3000 psi
Slabs 3000 psi
2. Provide Type II cement throughout with 4% air entrainment.
3. Mechanically vibrate concrete.
4. No admixtures shall be used without approval by the engineer.
5. Addition of water to the batch material for insufficient slump is not permitted.
6. Do not place pipes, ducts, or chases in the structural concrete without approval of the engineer.
7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour.
8. Concrete shall not be in contact with aluminum.
B. REINFORCING
Detailing, fabrication, and erection of reinforcing steel bars shall comply with the ACI Manual of Standard
Practice for Detailing Reinforced Concrete Structures ACI315.
1. Reinforcing bars shall be ASTM A615 — Grade 60.
2. Welded wire fabric shall conform to ASTM A185. Furnish in flat sheets only.
3. Concrete protection for reinforcement:
Cast against and permanently exposed to earth 3 in.
Exposed to earth or weather 6—#18 bar 2 in.
3—#5 bar 1 1/2 in.
Not exposed to earth or weather slabs & walls 314 in.
beams & cols. 1 1/2 in.
4. Re -bar lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric
reinforcement one full mesh plus 2" at sides and ends and wire together.
5. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom bars.
6. Discontinue 112 of horizontal steel across construction/control joints.
7. Provide comer bars of equal size and spacing around all comers.
8. Provide 2415 bars with a minimum of 2' -0" projection beyond the sides of all openings in walls, beams .and
slabs. Provide 1—#5 x 4' —0" diagonally at all re- entrant comers of slabs.
9. Provide accessories necessary to properly support reinforcing at the positions shown on the plans.
10. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise.
C. SLABS -ON- GROUND
1. All slabs -on- ground shall be 4" thick and reinforced with 6'x6 " —W 1.4xW 1.4 welded wire fabric or #4
18" on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab.
2. Thicken all free slab edges to 8" x 8" with 245 continuous.
3. Provide construction /control joints in slabs -on- ground not to exceed 15' on center or as shown on the plans.
TOP OF WALL 2 - #5 CONT
CONDITION VARIES @ TOP
ICE- BLOCK' FOAM FORM
T. WALL FOUNDATION (SEE
SEE PLAN 6 k Y I /MANUFACTURE FOR
INSTALLATION REQUIRMENTS) •
F `
5 VERY. @ 24" O.C. (VERY.0-w
5 HORIZ. 1-----._BARS MAY BE SUBSTITUTED w/
F- @ 16 "o.c. I FULL HEIGHT DOWELS IF DOWELS
z V i ARE CHANGED TO #5 @ 24" 0.C.)
LL FOUNDATION DRAIN SEE 4 1 11 4 DOWELS 124"
IF REQUIRED BY PLAN 0 1 IP @ 36" O.C.
z SOILS ENGINEER 6
T. FOOTING c 2- #S LONGIT
CONT.
o
SEE PLAN FTG. SHALL BEAR
ON UNDISTURBED
NATURAL SOIL
Typical Low Foundation Wall A3/4 " = 1 ' - 0 "CF-001.6
s c 4.1'v
ii,“......i.p.tii.„0it:
Maggert & Associates, Inc.Dwn by Date'
Structural Engineers Lot #12 ALS 3/11/93
1101 Village Road, Suite UL3D Chkd by:
Carbondale, Colorado 81623 -1571 Lazy Diamond "A" Subdivision BKM SHEET
303) 963 -9643 • FAX 963 -0135 Garfield County, Colorado Job #:C1 — 1
303) 925 -5913 (Aspen)LOT #12 OF 1
CTL /THOMPSON, INC.
CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
SOILS AND FOUNDATION INVESTIGATION
PROPOSED RESIDENCE
Lot 12
Lazy Diamond "A" Subdivision
Garfield County, Colorado
CC) RF.Gi=K,kFhEC,., . • ^, •
Prepared F • : ; 4 274 9
Mr. Steve Stone • -g 2 / cl 9 t
0896 Westbank -
3
y ,.
Glenwood Springs Colora• 'P j' QlA; l /
Job No. GS -1029 February 19, 1993
CouNTY COFY Ft) R.il3 r LLE
234 CENTER DRIVE • GLENWOOD SPRINGS, COLORADO 81601 • (303)945 -2809
TABLE OF CONTENTS
SCOPE 1
SUMMARY OF CONCLUSIONS 1
SITE CONDITIONS 1
PROPOSED CONSTRUCTION 2
SUBSURFACE CONDITIONS 2
SITE GRADING 3
FOUNDATION 3
FLOOR SLABS AND EXTERIOR CONCRETE 4
SURFACE DRAINAGE 5
LIMITATIONS 5
FIGURE 1 - LOCATIONS OF TEST PITS
FIGURE 2 - SUMMARY LOGS OF TEST PITS
FIGURE 3 - SWELL/CONSOLIDATION TEST RESULTS
SCOPE
This report presents the results of our soils and foundation investigation for the
proposed residence to be built on Lot 12 of the Lazy Diamond "A" Subdivision in Garfield
County, Colorado. We explored the subsurface conditions at the site to provide
foundation recommendations for the building. This report includes a description of the
subsurface conditions found in our test pits, a recommended foundation system and
geotechnical criteria and construction criteria for details influenced by the subsoils. Our
report was prepared from data developed during our field exploration, laboratory testing,
engineering analysis and our experience with similar conditions. A summary of our
conclusions is presented below.
SUMMARY OF CONCLUSIONS
1.A single family residence will be constructed. The building will be wood
framed, one story tall with a loft bedroom and an attached garage. No
basement will be built.
2.Our test pits penetrated 2 and 1.5 feet of organic, sandy, silty clays above
2 feet of medium stiff sandy clays above 2 and 4.5 feet dense, clayey
gravels in our test pits TP -1 and TP -2 respectively. Free groundwater was
not found in our test pits at the time of drilling.
3.We recommend founding the residence with continuous footings bearing
on the native gravels. A maximum soil bearing pressure is presented in
the "Foundation" section.
4.A ground surface slope away from the building should be maintained at
all times to reduce the risk of wetting soils below foundations.
SITE CONDITIONS
Lot 12 is adjacent to the northeast corner of Fourmile Road and Dry Park Road
in the Lazy Diamond "A" Subdivision approximately 3 miles south of the Glenwood
Springs Airport in Garfield County, Colorado. The area is an alluvial terrace formed by
glaciation and the Roaring Fork River.
The ground surface is gently rolling and slopes to the northeast at grades visually
estimated at 4 to 6 percent. Ground surfaces are covered with pasture grasses, weeds,
clusters of scrub oak with trees and willows along several small irrigation ditches which
trend to the north and northeast.
PROPOSED CONSTRUCTION
A single family residence will be built. The building will be wood framed, one story
tall with a loft bedroom and an attached garage. No basement will be. built. Lower level
living area floors will be slabs -on -grade with a hot water radiant heat system installed in
the floor slabs. Foundation loads we assu or our analysis were between 1,000 and
3,000 pounds per lineal foot on continuous footings and maximum column loads of 10
kips. We should be informed if the actual construction is different than described above.
SUBSURFACE CONDITIONS
Two (2) test pits were excavated with a rubber tired backhoe at the locations
shown on Fig. 1 to investigate subsurface conditions. Excavation was directed by our
engineering geologist who logged the soils and obtained samples. Summary logs of the
soils found in our test pits, results of field penetration resistance tests, and data from
laboratory testing are shown on Fig. 2. Our test pits penetrated 2 and 1.5 feet of organic,
sandy, silty clays above 2 feet of medium stiff sandy clays above 2 and 4.5 feet of dense
2
clayey sandy gravels in our test pits TP -1 and TP -2 respectively. Free groundwater was
not found in our test pits at the time of drilling.
SITE GRADING
A layer of organic sandy, silty clays was found. The actual depth of organic soils
covering the proposed building footprint cannot be determined until excavation begins
at the site. Organic soils should be removed from below any building construction at the
site.
Thin fill may be required below floor slabs. Fill can consist of the on -site clays free
of organic soils or vegetation. Fill should be placed in lifts no more than 8- inches thick,
moisture treated to within 2 percent of optimum moisture content and compacted to at
least 95 percent of the standard Proctor (ASTM D 698) maximum dry density.
FOUNDATION
In our opinion, the residence can be founded with continuous footings bearing on
the natural gravels. The footings should be designed and constructed with the following
criteria:
1.Footin s should bear on the natural gravels and be designed for a
maximum soil bearing pressure of 5000 psf. Materials loosened during the
excavation or forming process should be removed from the footing areas
prior to placing concrete. Organic soils are not suitable for supporting
footings;
2.Foundation walls • r s footin• ould be reinforced to• and
ttom, to span loose soil pockets. We recommend provision of sufficien
reinforcement equivalent to a simple span over an unsupported distance
3
of 10 feet. Reinforcement should be designed by a qualified structural
engineer;
3.Minimum footing sizes are desirable. We suggest a minimum width of 16
inches for continuous footings and a size of at least 2 feet by 2 feet for'
isolated column pads. Larger sizes may be required based on the
structural loads;
4.The soils under exterior footings should be protected from freezing. The
depth normally assumed for frost protection in the Glenwood Springs area
is 36 inches.
FLOOR SLABS AND EXTERIOR CONCRETE
We understand the lower level floors, garage floors, patios and sidewalks will be
slabs -on- grade. The natural soils free of organics are suitable to support slabs -on -grade
floors. We recommend the following design and construction details for slabs -on- grade;
1.The natural soils will provide bearing for slabs -on -grade floors and exterior
concrete flatwork. Organic soils are not suitable for slab support and
should be removed from under slab concrete. If required, fill should be
placed in 8 inch maximum loose lifts at 2 percent below to 2 percent
above optimum moisture content and compacted to at least 95 percent of
standard Proctor maximum dry density (ASTM D 698).
2.Slabs should be separated from exterior walls and interior bearing
members. ' Vertical movement of the slabs should not be restricted;
3.Plumbing below the slabs should be pressure tested. Trench backfill
should be moisture treated and compacted;
4.Frequent control joints should be provided. The American Concrete
Institute (ACI) recommends maximum joint spacing of 15 to 20 feet to
control cracking.
The above precautions will not prevent movement of the slabs in the event the subsoils
below become wet. They tend to reduce potential damage if movement occurs.
4
SURFACE DRAINAGE
The performance of foundations and concrete flatwork is influenced by the
moisture conditions in the subsoils. Wetting of below foundation soils can be reduced
by planned and maintained surface drainage. Wetting or drying of the open foundation
excavation should be avoided. The ground surface surrounding the residence should be
sloped to provide rapid run -off of water away from the residence in all directions. We
recommend a slope of at least 12 inches in the first 10 feet. Backfill of the foundation
walls should be moisture treated and compacted. Roof downspouts and drains should
discharge well beyond the limits of all backfill. Splash blocks or downspout extensions
should be provided at all discharge locations.
LIMITATIONS
Our test pits were spaced to obtain a reasonably accurate picture of the
subsurface. Variations in the subsurface conditions not indicated by our test pits will
occur. We should observe the completed excavation to confirm the soils are as
anticipated from our test pits.
Our report was based on conditions disclosed by our test pits, results of
laboratory testing, engineering analysis, and our experience. Criteria presented reflects
the proposed building as we understand it. We should be advised if the final design
differs from our assumptions to permit us to re- evaluate our conclusions.
This investigation was conducted in a manner consistent with the level of care and
skill ordinarily exercised by members of our profession currently practicing under similar
conditions in the locality of this project. No other warranty, express or implied, is made.
5
f --
If we can be of further service or if you have questions regarding this report,
please call.
CTL/THOMPSON, IN
Wilson "Liv" L. Bowden
Engineering Geologist
Reviewed
n Mechling, P.E.
ranch anager
Review by:tit?
VrJ. Ho id P.E.
Principal E i er
WLB:JM:FJH:cd
3 copies sent)
6
Stonehouse Residence To GlenwoodLot12aSprings
Lazy Diamond A" Subdivision m Ranch Ln.
Garfield County, Colorado
Dry Park
Road
Rano 6 l$
IS
Lot 12
i
Vicinity Map
Not to Scale
Scale: 1" = 100'
BUILDING ENVELOPE l
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11
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Dry park Road lisi
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LOCATIONS OF TEST PITS
Job No. GS -1029 Fig 1.
11 5
L i'
TP -1 TP -2 1 1
ELEV. • 100 ELEV. ®101 I ri
105
105
w 100
100 w w
W C•22.7 m
W DD•102 rr
I ,
jj DD 1
9
06 T A'
LL
DD•106
as LL.39
c
95
PI =22
c
95 200 =54 I i
o
4
e)
LB
II
90
85
85
NOTES:
LEGEND:t The test pits were excavated with a backhoe on
February 10, 1993
2. Elevations are based en a T.B.M. established
o,A Clay, silty, sandy, with organic material, moist,at the base of the powerpole located at the
dark brown. (CL)ra ert see NA)stiff,corner of the ywtomediumsouthwestcornsoproperty. soft outhwe t
PiClay, silty, sandy, moist, medium atilt, brown to 3. These test holes are subject to the explanations, Imitationsdarkbrown. (CL)and conclusions as contained in this report.
rigGravel, clayey, sandy, with cobbles and boulders,calcareous, moist, medium dense, tae (GC)4. WC= Indicates natural moisture content ( %)
DO. Indicates dry density (pct)
igi Hand drive sample using a 2.0 Inch OD. sampler.LL. Indicates lqudd limit (%
PI= indicates plasticity index ( %)
200= Indicates percent passing the No. 200 slave
SUMMARY LOGS OF TEST PITS
Flg. 2
Job No. GS -1029
V
7
1 I
II
l 1
3 I I
r—r--
1 iI
I
1
L .._
1
2 r I
I —
I 11
3 I
0
I
I 1I
4
I I 0 I I I I i
1 1 1
O 0
r
i
a I I IQ
1 I II I
iIj I
BE 6 I j
l j 1 1 1 - - 1 I I
j l
i i I 11 1 I1I IlioI11: I II I l
0 a j
0.1 1.0 10 100
APPLIED PRESSURE — KSF
Sample CLAY, SANDY (CL)NATURAL DRY UNIT WEIGHT= 102 PCF
From TP -2 AT 2 FEET NATURAL MOISTURE CONTENT= 22.7
Swell Consolidation
JOB NO. GS - 1029 Test Results
FIG. 3
INSPECTION WILL NOT DE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued ttT1 Zoned Area P a Permit No 97 0IIIII /111
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 tl en be revoked by noticefromfl1unit , In,'eto idllV EDI E Y :EC '1I; NULL AND VOID,
Use d
Address sr Legal Desc'.tion fCb /O ts'j 0/ C —5 7/(---.0/
Own' Ile .r 4 g d" ?w Contractor l,4 _i NI 4 A i
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final re
INSPECTION RECORD
Zoning Ilin
Electric -Final (by STATE ins ector
Footing i - ---<-
Foundation 2 -- 1c A7Fl 5'CER PLh11aGR. LICCNeL it
1391E1 era
Frame 2_0_3 7/,-,/,C,-%
Plumbing -Rough 90 Drywall /6 y_ - c C _
Electric- Rough z / - . ) 4
by STATE inspector)Final
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 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo.
APPROVED DO NOT 1 ESTROY THIS CARD
Datet J B i0 frVA
IF PLACED OUTSIDE - COVER WITII CLEAR PLASTIC
plain •• ••••••••••• •••••••••••••• tee
1 `f „CERTIFICATE OF OCCUPANCY
p : g 6 R BUILDING DEPARTMENT 1
h
IV Z GARFIELD COUNTY, COLORADO
N change l thcdnmar of mnmaicy ofn Issued Without Fee
be made withoutoOccupancly - (UBC Sec. 501) • Certificate
1 1 November 24 19 9
le Permission is hereby granted to -
Steve Stonehenge — _ -- ---
i.s¢ y i Building Permit N 4700 &_4903 Zone Dlstd of i.'D ______--
yf ,..•0010 County Road 125 Glenwaod ,11 :Amps Lot 12 Blk._ Addition._. _ —
situated a[ ._
x ' .' .. • for the following purpose_1O .ko1111v Ihre171ng_IniLS _Comp1 oti ox_of Dnfinisher Apane —._
I;Slate While al Ilse)
Pnns Jeffreys —__ - - -.. —.
I `Contractor
Issuancee r c r 1 fOc n' r.l II be construed ppra °nl
m or the p of this d f i1 d of the 1 C, n,TY'U LDING DPAPfM NCB
1 Ce r presuming l r authority violate I M1 P GAPE CO
ftM1 i f d I of the jurisdiction shall not be valid.
UPC sec. vot.Z.Ely VVV /f< - - Y
While: Owner Grannt Lending Agency Yellow: BoIIrlIng Department PIN Assessor Gold: C 1 I