HomeMy WebLinkAbout4257 Nn 04257
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Job Address 0244 Curyell Ridge Road G.S.
Nature of Work i3n i1dinn Pond.t
Use of Building Folmel - i nn tar MOIil Home and Garage
Owner D:,rre,i 1 Podbxevsb.;
Contractor owner
Amount of Permit: $ 248.50 Date: JUTte 27, ].9 ±91
Penait $1
Man $58.50
R. Bennett,
Clerk
• White- Treas.
Canary - Office
Pink - Applicant
Gold - Duplicate
g I ECE VE m.
GARFIELD COUNTY
4 n
JUN 19 1991 APPLICATION FOR BUILDING PER 4 ` 1
C - PERMIT NUMBER p / 1
l / s ss& rc rot 1095 please print or typo DATE ai `
,`� [ ^ TO BE FILLED OUT BY APPLICANT _ PLOT PLAN
ADDRESS (57 Ca2N(EL_ R PAM) i NOTE: Show easements, property line dimensions,
SUBDIVISION all other structures, specify north, and street
-.0 FILING # LOT # BLOCK # name. For odd shaped lots, or if spaco is
a TAX SCHEDULE # _ _ too small, provide separate plot lan.
LEGAL (SEC /TWN /RNG) La SFC.I p i SCION & # OF BUILDINGS NOW ON PARCEL
- �� USE' OF BUILDINGS NOW ON PARCEL riI
W NAME, �, .{ •\t . r cknt
MAILING ADDRESS •.i., :., _ St - -- W- - - ----
p CITY 6 Vadme 1 %Spr 1vA!e, PHONE ' , _`: _
... NAME
sE ADDRESS CITY _...- ...___...,..._.__ —. /F
=NAME
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o ,.,._...T...
0 ADDRESS /1^
CITY ..._.___..___....._. - - �.. I .O
o PHONE LICENSE # lI
r o v
CLASS OF WORT(
NEW ALTERATION ADDITION _
E MOVE
DEMOLISII REPAIR
__ _ N � ,,/
MOBILE HOME (make /model) CHIEF - NNW; t �/� j no
S.F. OF BUILDING Dell 5,F, OF LOT
# OF FLOORS 1 HEIGHT
# OF FAMILY UNITS j # OF BEDROOMS
INTENDED USE OF BUILDING reSicierese
GARAGE: SINGLE DBE 1, CARPORT: SINGLES DEL ,-,�,_ FRONT PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER I ?IJ 14w.
Q4
WATER SUPPLY CHECK IF CORNER LOT
DRIVEWAY PERMIT DESCRIPTION OO � WORK PLANNED (� C�
(
SITE PLAN ' ..._ i . _ - 1 .t- C r 3-iSn 't .241k, cal + i4
BUILDING PLANS k, 10xa' eArpatt
SANITARY SEWER CLEARANCE _ I hereby acknowledge that .I have read this
ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I
OTHER DOCUMENTS (specify) 4(plj agree to comply wi th all county ordinances
d l r riv butelpt. T a state i s , e4" - •ing b 'iding construction
7 70 ° O e 24 ac 4- 6 ar29 e "443/€74-877t9 ; �; � • ��I1 1 ��r,
c r SIGNR 'URE
"' /p0•011 eeperEelob,0,1 FOR OFFICE USE ONLY
VALUATION r ¢ t O , o O FLOOD HAZARD
PERMIT PEE' $1Q171,0o "LAN CHECK FEE $ 4 CERTIFIED BLDG ELEVATION
TOTAL FEE $1.4 ,C7 .SCHOOL IMPACT PEE $ M-74-- SPECIAL CONDITIONS — T
DATE PERMIT ISSUED
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY 44 (G624-6110 c p- g/M1}d
TYPE OF CONSTRUCTION V- 4 4 6,:. Ni ` `M C S? ADDITIONA.T, INFORMATION NEEDED
S.F. OE BUILDING 7.2° 1. F. OF T,OT 1 o 2C.
MAX. HEIGHT _ Y ?.• ROAD CLAS CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT .!Y- OR ENGINEER
REAR _ RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED
'' /
APPROVED: -Is-. 4O$ f / 2 /, 9 / APPROVED: / / /�� G..2 • ,
IIDING DEPART E N "' l DATLLff PLANNING DE ''T ' N / DATE
GARFIELD COUNTY
REGULATORY OFFICES AND PERSONNEL
May 16, 1991
Darrell Podbevsek
P.O. Box 2685
Glenwood Springs, CO 81602
Dear Mr. Padbevseks
On Monday, May 13, 1991, the Garfield County Board of County
Commissioners reviewed your request for a determination on the non-
conforming use status of the mobile homes presently in place on
property located at 0244 Coryell Ridge Road. After reviewing the
information provided, the Board agreed that the mobile homes
presently on your property are non - conforming and may be replaced
by the 30' x 76' mobile home.
As to your use of the existing individual sewage disposal system,
the Board concurred that if the existing system continues to
function correctly, you may use it. Should that system fail in the
future, you will be required to either repair portions of it or
replace the entire system, depending on the reasons for failure.
There maybe new regulations at a future date that may require some
other course of action.
If you have any additional questions or concerns, feel free to call
or write to this office, at your convenience.
Sincerely,
Mark L. Bean, Director
Regulatory Offices and Personnel
MLB /rlb
109 8TH STREET, SUITE 303 • 945.8212/625 5571/285 - 7972 • GLENWOOD SPRINGS. COLORADO 81601
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LOCATION: t. . SHEET of_ SALESMAN: -
p TRUS JO15T COROFRATION
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CONTRACTOR
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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 T11E COPES.
THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY
DWELLINGS) AND Ann NOT ALL INCLUSIVE OF TIIE CODE REQUIREMENTS, BUT ARE MEANT AS )
A GUIDE TO SOME OF Tlln MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE
REQUIREMENTS. THE APPROVED FLANS RETURNED TO YOU SHALL DE KEPT AT THE BUILDING
SITE DURING CONSTRUCTION, FOR ANY REQUIREMENTS OF TIIE NATIONAL ELECTRICAL CODE
CONTACT TIIE COLORADO ELECTRICAL INSPECTOR.
THERE SHALL DE A FINAL, INSPECTION AND APPROVAL. OE ALL BUILDINGS AND. STRUCTUIIES
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d).
Concrete for foundations and load bearing slabs is required to be 3000 psi
in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 t Table 24 -A and 24 -B.
2. Masonry unite, mortar, and grout shall be protected during cold weather in
accordance with UBC Sec. 2404 (c). Concrete shall he protected during cold
or hot weather in accordance with U8C Sec. 2605 (f) and (g).
3• Minimum concrete and /or masonry foundation reinforcement reguirements aro
shown on the attachment. (Note! these minimums apply only if a foundation -
soils investigation is not performed and the soils are assumed to have an
expansion index of 20 or less and footing loads less than 2000 lbs /linen[
foot - UBC Sec. 2904 (a) and (b) and Sec. 2906.
4. Foundation frost protection is 30" from finished grade to top of footing -
UDC 2907 (a).
1 Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d).
(
6 . 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 - UDC Sec. 1707 (d). ---
c8) Foundation plates or sills shall be redwood or pressure treated wood 0=
2519 (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 apart, 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" min. above grade unless
the poste 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 1" min. above floor
unless treated or decay resistant wood - UBC Sec. 2516 (c) 4.
(�B) Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micr0-
Lams, BCI /Versa -Lama, Glu -Lams, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
11. Wood joists or floor beams located closer thnj 18" or wood girders closer
than 12" to the ground in crawl spaces shall he 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 - UDC Sec. 2516 (c)
5. Ends of beams and girders shall have min. 3" of bearing on masonry or
Concrete - UBC Sec. 2517 (C).
13. Floor joists under and parallel to bearing partitions shall be doubled UDC
2517 (d) 5.
14. Floor joints require full depth solid blocking and must lap a min. of 3"
over hearing supports - UDC 2517 (d) 3.
(15) Beams, roof raftere, 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 Sea, 2516 (m).
17. Enda 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.
18. 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 Lop or bottom shall not exceed 1/6 depth and not
located in middle 1/3 span - UBC Sec. 2517 (d) 3.
19. Floor joiats and /or roof rafters are insufficient for the span - UBC Table
25 -V -3 -1 and UBC Standards.
20. Roof live load (snow load) shall be 40 psi below 7,000 feet elevation -UBC
See. 2305 (d) -dead loads shall be as required in UBC Sec. 2305.
21. Floor live load shall be 40 pef - UBC Sec.2304 (a) and Table 23 -A -1 - dead
loads shall be as required In UBC Sec. 2304.
22. Basic wind speed shall be 80 mph - UDC Sec. 2311.
23. Headers over wall openings 4' wide or lean shall be doubled 2" framing
lumber on edge. Over 4' wide the header "hall be 'sized for the span - UDC
'Sac. 2517 (g) 5.
24. Bearing walla supporting two floor loads are required to be a min. of 3" x
4 "or 2 "x 6" studs with a max, ("pacing of 16" on center -UBC sec. 2517 (g) 1.
25. Wood etude may be cut or notched to a depth not exceeding •251 of width in
exterior wane and bearing partitions and not exceeding 40t of width in non-
bearing partitions - UBC Sec. 2517 (g) 0.
26. Wood studs may have bored holes no greater in diameter than 401 of stud
width, 601 of width of doubled etude (but not more than 2 succeasive doubted
etude). No holes shall be bored nearer than 5/9" to edge of stud -. UDC Sec.
2517 (g) 9.
E j Wall bracing required both sides of each corner and every 25 lineal feet -
the braced panel must bo a min. of 48" in width perpendicular to studs - UBC
Sec. 2517 (g) 3.
28. Approximate min, insulation values are R -19 walla, n•-25 roofs, and R -i1
floors over unheated apace - see plane for more specific requirements -
"Colorado energy Conservation Standards."
29. Foam plastic insulation shall be separated from the building interior,
including att!ra and crawl spaces, In accordance with nee Sec, 1712. Other
insulation (including duct and plenum insulation and coverings per UMC
Chapter 10) including facings eha11 meet the requiremente of UBC Sec. 1713.
30. Masonry and atone veneer, unite (5" max. in thickness) shall have min. eine
of No. 22 gauge by 1" gals. metal ties or No. 9 gauge gale. wire ties and
spaced to support not more than 2 nq. ft. of wail 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 etude - UBC Sec. 3006 (d).
31, Ceiling height in required to be 7'6" in all rooms except kitchens, halls,
bathrooms, and ntorege areas which may be 7'0" min. - UBC Sec. 1207 (a).----
i f 32. Min. stairway headroom clearance is 6'8" - USC Sec. 3306 (p).
( i � Min. stairway width in 36" - UDC Sec. 3306 (b) and min. landing dimension
(' I In the direction of travel must also be 36" - UBC Sec. 3306 (g).
® Stairways max. run 9 "; max. rise B "; max. variation in rise and run 3/8" -
/ UBC Sec. 3306 (c).
35. Enclosed usable space under interior and exterior etsirwayn shall be
protected on the enclosed side an required for one - hoar fire - resistive
construction - UBC Sec. 3306 (m). Fite stops shall be provided in
accordance with UBC Sec. 2516 (f) 2c.
36 Stairway handrails" min. height 34 "; max. height 30 "; handgrlp portion shall
be not less than 1 1/2" nor more than 2" in x-nection dimension. Min. of
one handrail requited on ell ntai.rways with more than three rinern, Min.
' 1 1 /2" apace required between will - rind tei
nd hendll (j).
UBC� Sec. 3306
(32) wa
Guardrails of 36" min. height shall be installed at unencloned floor
o ening° and opeti� ides of stairways, landings, Tempe, decks or porchen more
than 30" above grade or floor below. Open guardrails shall have a pattern
such fhat a sphere G" in dia. cannot pans through - UBC Sec. 1711.
38. Under -floor (crhel Space) cross ventilation In required equal to 1 sq. ft.
for each 150 nq. ft, of under -floor area - UDC Sec, 2516 (c) 6.
39, Under -floor area° nhall be provided with a min. 18" by 24" access opening -
URC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor
area -• UMC Sec, 709.
40. All Bleeping rooms below the fourth story without a door opening to the
exterior shall have at least one operable window that meets the following
requirements'
MAXIMUM sill height" 44"
MINIMUM net clear opening height" 24" (x34 1/4" s 5.7 sq.ft.)
MINIMUM net clear opening width; 20" (x41" s 5.7 eq. ft.)
This also applies to baeement Bleeping room° - UBC Sac. 1204.
(410 Glnsing in hazardoun locations as defined in UDC Sec. 5406 (glazing in doors
and adjacent to doorways, and glazing in window! located within W
vertically of a walking eurfaco) shall be safety glazed or protected. .4'iij e /[1?1 1 ro
42. Glass in eloped glazing (more than 15 from the vortical) and nkyiightk {Lee k (
shall meet the requirements of UBC Chapter 34. Skylights and roof and wail
panels of light - transmitting plastics shall meet the requirements of UBC
Chapter 52,
43. provide combuntion air for fuel burning equipment per UMC Chapter 6.
44. Pressure relief valves and /or combination pressure /temperature relief valves
nhnll he provided with a drain line to a floor drain with min. 1" air gap
dy
o-9i.
C e e ms . . 2' ; ' 3 72.0 w
tr
7f " t e cr.
e ,.•
or extended to the exteri.nr of the building - UPC Sec. 1007.
45. Domestic dishwashing machines shall not be directly connected to a drain or
waste disposer without the title of an approved airgap - UPC SeC. 600 (d),
46. Fuel burning appliances shall not be located in any room used or designed
to be used as a sleeping 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).
47. Appliances (including space heating and water heating equipment) shall be
accessible for repair and removal in accordance with the UMC.
40. LPG fueled appllancen shall not be installed in n pit, under -floor (crawl)
apace, or basement - UMC sec. 504 (f).
49. Appliances located in a garage (or in an enclosure opening into a garage)
shall be located out of the normal path of vehicles ar protected from
damage. Any portion of the appliance creating a. flame, spark or glow shall
he installed a min. of 18" above the garage floor - UMC Sec. 508.
50. Each water closet stool shall he located in a clear space not less than 30"
in width and 24" in front of stool - UDC Sec. 511 (a).
51. Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the exterior - UDC Sec. 1205 (c).
52. Showers end Tub /Shower enclonuren shall have a smooth, hard, nonabsorbent
surface to a height of 70" min. obove the drain inlet - UBC Sea. 510 (b).
Water- roolotoet gypsum board ',hail not be used over vapor barriers, in
saunas or steam rooms, or on ceilings - UMC Sec. 4712.
53. Attic access opening of not less than 22" by 30" in required -- (inc Sec. 3205
(a). 30" by 30" if mechanical equip. in attic apace - UNC Sec. 708.
54. Enclosed attic and rafter spares shall have croon ventilation of min. 1/150
of the area of the space ventilated. The area may he 1/300 if provided
equally at lower and upper portions of the space with min. 3' vertical
separation of locations - IInC Sec. 3205 (c).
55. Garage side of common wall between living.epace and garage shall be finished
with materials approved for one -hour fire- resistive ranetructlon. This also
applies to ceilings and bearing wel.in if living space above the garage.
Self closing min. 1 3/8" solid door is required between house and garage-- -
UDC 503 (d) 3. -- - --
56. Electrically 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 - UDC Sec. 1210 (a).
57. Woad 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.
50. Masonry and concrete fireplaces and barbecues shall meet the requirements
of UDC 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 - UDC Set. 3703 (n).
59.
60.
COPIES OF THE ITEMS) CHECKED BELOW ARE ATTACHED (Copies of any of the items
above or below are available upon request).
Excavations, fills, foundations, and retaining walls - UDC Chapters 23 and
29.
- Retaining walls - UBC Sec. 2308 (h) and 2907 (g) 4.
Roof coverings and drainage - UDC Chapter 32 (Roof drains sized in
accordance with UPC Appendix U).
Roof sheathing - UDC sec. 2516 (1).
Wood combined with (supporting) masonry or concrete - USC Sec. 2515.
Floor sheathing - UDC Sec. 2516 (h).
wiring in plenums - UMC Chapter, 10 and NEC.
Fire and draft stops - UDC Sec. 2516 (f).
- Nailing requirements for connecting wood members - UDC Sec. 2516 (1).
Enclosure of ei,evator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes - UDC Sec. 1706.
Exterior wall coverings and exterior weather protection - UDC Sec. 1707 (d)
and 251G (g).
Interior application of gypsum wallboard and interior and exterior
application of lath and planter - UBC Chapter 47. Manufactured wall and
ceiling covering systems (simulated stucco, etc.) shall be installed in
accordance with manufacturers requirements.
Landings and floor level at doors - UBC Sec. 3304 (1).
- Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
- Treated Wood Foundation Systems - UBC Standard 29 -3.
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