HomeMy WebLinkAbout5214 No. 5214
GARFIELD LDUNIY
BUILDING SANITATION and PLANNINGDEPARTINENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303)945 8212
Job Address 0795 326 Road, Silt
Nature of Work Building Permit
Use of Sodding Single Family Dwelling
Owner Robert G. McDonald
Contractor Owner
Amount oCPennil$ 921.53 - Date July 13, 1994
Permit: 558.50
Plan : 363.03
Paid $365.95 6 -9 -94
S. Archuleta
Clerk
GARFIELD COUNTY
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JUN 1 APPLICATION FOR BUILDING PERMIT r 5a / r
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PERMIT NUMBER
please print or type DATE '/ /3 -9
As: itteEEW �1TY 5�
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS J 1., -J NOTE: Show easements, property line dimension:
.a SUBDIVISION all other structures, specify north, and street
FILING N LOT ;+ — BLOCK 11 — name. For odd shaped lots, or if space is
TAX SCHEDULE
N too small, provide separate plot plan.
LEGAL (S 'C /TW 1 /L"NG)t.f t .ry5LU £a 4 J, /ms , f OF' ILDIG ON L ,//Annie__
_ � j /r,ecF 1 1 ` t t , , y� ° %7USE OF BU DUILD NGS NOW NOW ON PARCE PARCEL
c?, NAME /LD/+P/il /Lir. /.20-04. tc/
MAILING ADDRESS n-0 t t' 2 Q r4 et_
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Z PH ONE _ LICENSE # CLASS OF WORK 4 ,
NEW ALTERATION ADDITION t.“ , ice
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DEMOLISH REPAIR MOVE !-', '. )4 So . 8S r
MOBILE HOME (make /model) A Cc' i
S.F. OF BUILDING /t/.y� S.F. OF LOT 38 4cpc
N OF FLOORS / HEIGHT / i
,','- OF FAMILY UNITS t=f. P /
l OF, BEDROOMS , ( S z y) 4
INTENDED USE OF BUILDING v dy ��
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GARAGE: SINGLE DBL CARPORT: SINGLE DBL - - - - - ' �' - - - --
FIREPLACE -- - FRONT PROPERTY LINE
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER (h k J / L - 3, .2 Rei
WATER SUPPLY Well _ CHECK IF CORNER LOT
DRIVEWAY PERMIT .$ 6 V0 - 9 t ? DESCRIPTION / OP WORK PLANNED �d „ t ,ltd
SITE PLAN >- Jkntc. - /w PC (7 SLp tt,'. - /.0 L 'ha/ t21 eil ..
BUILDING PLANS t%
SANITARY SEWER CLEARANCE A I hereby acknowledge tha I have read this
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ON SITE SEWAGE DISPOSAL PERMIT 07 e {c<d” application and the above is correct and I
OTHER DOCUMENTS (specify) _ agree to comply wi all ounty ordinances
- and s ate lac r ulatin building constructio:
4 '�w1*-040. TI . )
1.f}nl Ctit C fe.e : 36C_9s r ot 6.9 -- S G I A7 URE
(�� �f FOR OFFICE USE ONLY
VALUATION 7/ • ZC FLOOD HAZARD
PERMIT FEE $ PLAN CHECK FEE y CERTIFIED BLDG ELEVATION
TOTAL FEE $ g SCHOOL IMPACT FEE $ .204.-" SPECIAL CONDITIONS
DATE PERMIT SSUED
ZONING DISTRICT - f D PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY - ?' in-/
TYPE OF CONSTRUCTION r N ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING 0 ,29'O2— S.F OF LOT 3 B i c 4c_
MAX. HEIGHT 2 Q t ROAD CLASS. L € / p y y. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT ](pr) f- 1-- OR ENGINEER
REAR 9 5 ft 'h ^ RIGHT /o0'f'F .t LEFT r q r7t- /--
OFF STREET PARKING SPACES REQUIRED 3 ?
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A-- /� / ✓_Q Pe r , jHFc Fur'i b r ,,, 1;27.' /
APPROVED: '�/ / APPROVED :I S, 73Y-et-.7. 7.- 1 3 9
A' TIDING DEfTMENT DATE PLANNING DEPARTMENT DATE
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5.4 Anchoring to Resist Wind Uplift measurements show no further settlement for a period of
In some areas of high wind loads (see Part I, Article 11) 24 hours. Add four increments (each equal to 25 percent of
the studs should be anchored to a concrete anchor slab as the design load) at 4 hour intervals. Leave total (double
design) load until no measurable settlement occurs during a
illustrated in Figure 13 or as required by structural analysis. period of 24 hours. When design load causes settlement of
5.5 Backfilling less than 3/8 inch and twice the design load of less than
The trench should be backfilled on both inside and 1 inch, the design load shall be allowed (but medium clay
shall not exceed 8000 pounds per square foot or soft clay
outside with soil that is free from organic matter and 2000 pounds per square foot).
construction debris. Once the trench is partially filled and
tamped, the lower wall brace may be removed and then Method B (investigating soil capacity):
backfilling can be completed. A 6 mil thick polyethylene When design load is not assumed in advance, place load
moisture barrier should be placed over the soil in the crawl in increments of, say, 2000 pounds or appropriate to the
space area or over the under floor fill for a slab foundation. total load. Add no further increment until readings at
Ventilation of the crawl space should be in accordance with half -hour intervals show no further settlement at end of one
requirements. Experience indicates a vapor barrier is the hour. Add second increment and check every half hour
preferred method and should be used even if ventilation until there is no further settlement for a period of one
openings are provided. hour. Continue increments and measurements until total
5.6 Final Grading applied load is at least double the desired design load or
until excessive settlement begins to occur. If possible, leave
Final grading is the same as for basements. (See Article load 48 hours, taking readings every 8 hours. Remove the
4.11) load, measure the recovery, plot a load- time - settlement
APPENDIX A curve to determine safe bearing value.
SOIL TESTING A3. Test for Drainage Characteristics
Al. Soils Tests Dig one or more holes in the bottom of foundation
Soils tests are not required for the Permanent Wood excavation that are at least four inches in diameter and at
Foundation any more than for conventional masonry block least 18 inches deep. Roughen side of hole to remove mud
or cast -in -place foundations. In fact, because of its lighter smear or slick surface. Place about two inches of sand or
weight there may be less need for soils tests in conjunction gravel in bottom of hole. Pour water to a depth of at least
with the AWWF. However, soils tests are included in this one foot above sand or gravel. Maintain this depth of water
Appendix for purposes of providing a more complete soils in the hole for 24 hours unless the water is apparently
seeping away very rapidly, which immediately indicates a
design guide in one document. This section does not require high percolation rate. After the 24 hour soak period,
soils tests for each treated wood foundation built. measure how much, in inches, the water level drops during
A2. Test for Allowable Bearing Capacity 30 minutes. Multiply the drop in water level times two to
Information on subsoil at footing level may be obtained get the percolation rate in inches per hour.
by applying a physical test load to a square bearing block A4_ Test for Compactness or Stiffness of Soil
that rests directly on the soil at the level where footings will To determine compactness or stiffness to estimate
rest, as follows: allowable bearing capacity, measure the number of blows
Method.A (proving soil capacity): - required to drive a 2 inch outside diameter, 1 3/8 inch
Assume a design load. Build platform like sketch. Load inside diameter split - barrel sampler one foot into the soil by
platform with assumed design load. Settlement readings are dropping a 140 pound hammer through a distance of
to be taken to 1/32 inch every hour for the first 6 hours 30 inches. Then select compactness or stiffness value from
and every 12 hours thereafter. Leave until periodic Table A -1.
TABLE A -1
SOIL COMPACTNESS OR STIFFNESS
BASED ON BLOWS TO DRIVE SAMPLER INTO STRATUM
Coarse grained gravelly or sandy soils/ Fine grained clayey or silty soils
Loose Medium compaction Very compact Soft Medium stiffness Very stiff
(number of blows per foot) (
10 or less 11 -50 51 or more II 4 or less 5 -15 16 or more
I Unified Soil Classification System types •y, GP, GM, GC, SW SP, SM, SC.
2 Unified Soil Classification System types ML, CL, OL, MH, CH, OH.
94
THIS CARD B POSTED OH THE SOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
ARFIELD COUNTY, COLORADO
Date Issued I ....oned Area Permit No.. /
AGREEMENT
G MENT
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 t t ildi gn]$ector and DIAILLY BECOME NULL AND VOID,
Use r '� �' t
• ° r
Addres Legal Des ription
Owner s 6 � CVtJtr
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Covering
rI �� Electric -Final (by STATE inspector)3 i--b %v
Footing 7- 2 2 - ?my
Foundation ci _ v ; _ c r y ' 1 f•,'
Plumbing- Underground (7- / r_ 9N
Gas Piping /2 _ Heating Ventilation 4-ye-cc
Framer -q -9y / z Insulation
Plumbin -Rou h Drywall "p 5 > -> ,3 -s} g • "
g g /2 - Y ��TS i/�
Electric -Rough
(by STATE inspector) / /»`j {\ Final ; c -/c -cam
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 10 9 8th Street, County Courthouse, Glenwood Springs, Colo.
APP DO NOT DESTROY THIS CARD
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