HomeMy WebLinkAboutApplication- PermitNr 0 4 ?
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
2395-033-00-041
Job Address 0377 County Road 149B-Chelyn Acres, Glenwood Springs
Nature of Work Building Permit
Use of Building Addition
Owner Linda Ulmer
Contractor
Creative Carpenty_y-Design
Amount of Permit: $ $153.35 Date- July 1, 1992
Permit$99.00
Plan $64.35
S. Archuleta
Clerk
White-Treas.
Canary - Office
Pink- Applicant
Gold - Duplicate
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
please print or type
PERMIT NUMBER oiS./.3
DATE 1~/- f Z
TO BE FILLED OUT BY APPLICANT
PLOT PLAN
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CONTRACTOR
ADDRESS (23 f'Y ±`1�O ./i Sf Tied / , ir
SUBDIVISION �fiP GC-.C7,�j �.)(eF��r-_ it , e/t'
IFILING ` BLOCK # name. Forodd shaped lots, or if space is
# `TASCHEDULE # 2 3 ? S- ? a 33 - ¢ 0 -- Q 4L/ too small, provide separate plot plan.
LEGAL (SEC/TWN/RNG) p OF BUILDINGS NOW ON PARCEL On
TE: Show easements, property line dimensions,
1 other structures, specify north, and street
NAME
MAILING ADDRESS
C ITY
NAME
ADDRESS
CITY
USE OF BUILDIN S NOW ON PARCEL
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NAME 3z'Ef4 F.:1 € CGr4,2,0e/✓Ttlfy jJ s %r �/ ' (i3r9
ADDRESS Re oogo.v446F 4-0-e
CITY /•7'�cj F'CVdre,4,oe-
PHONE �� j.- to- LICENSE 4,4_,rrt./•
NEW
DEMOLISH
CLASS OF WORK
ALTERATION ADDITION
REPAIR MOVE
MOBILE HOME (make/model)
S.F. OF BUILDING 300 S.F. OF LOT
# OF FLOORS
HEIGHT
'7, 31- .
# OF FAMILY UNITS #f OF BEDROOMS
INTENDED USE OF BUILDING 647.70'- eArl
GARAGE: SINGLE DBL CARPORTC: SINGLE DBL
FIREPLACE
DOCUMENTS ATTACHED
WATER SUPPLY k IS
DRIVEWAY PERMIT 1(
SITE PLAN ✓
BUILDING PLANS
SANITARY SEWER CLEARANCE A/ �
ON SITE SEWAGE DISPOSAL PERMIT
OTHER DOCUMENTS (specify)
FOR OFFIC
FRONT PROPERTY LINE
STREET NAME/ROAD NUMBER
CHECK IF CORNER LOT
DESCRIPTION OF WORK PLANNED
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I hereby acknowlee 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.
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'elft Com- L• (Y-entA:
SI ATURE
E USE ONLY
VALUATION
73�a
.PERMIT FEE $ ,n0 PLAN CHECK FEE $ , -A-, 3s -
TOTAL
sTOTAL FEE $ / (, 3r 35 SCR00L IMPACT FEE $ /74
DATE PERMIT ISSUED
ZONING DISTRICT
,SIR/RID
TYPE OF OCCUPANCY - 3
TYPE OF CONSTRUCTION rr pp V r-/\ir
S .F . OF BUILDING „7•• (p S 4c[c • S . F . OF LOT 7 f-4 C
MAX. HEIGHT M ] f ROAD CLASS. -r
SETBACKS FROM PROPERTY LINE: FRONT
REAR RIGHT LEFT
055 STREET PARKING SPACES REQUIRED
FLOOD HAZARD
CERTIFIED BLDG ELEVATION
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
APPROVE
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B ILDING DEP,RT IE 4
APPROVED : ,..A°1
PLANNING DEPART/E1T
DATE
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REC. NO. 416400
11E TO WEST 1/4 COR.
SECTION 3 (ROTATED DEED)
S 02'16'06" E 247.159'
8929'44" F 712.60'
PIPE FOUND EXIS11NG
FENCE (TYP)
8
w OVERHEAD /
v � ELECTRIC
co
WEST LINE
�./ SECTION 3 44 w•
1
Y#5 REBAR FOUND
N89 20'37"W 670.85'
REC. NO. 335627
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_#5 REBAR DRIVE
FOUND
/
/ S00'51'23"E
262.98' - �� DECK ABOVE
GARAGE
O 1 �� DECK -
�' ,/ TWO STORY FRAME
CONSTRUCTION
0377 COUNTY RD. 149B
BROAD ESMT. REC.
4 )•2' NO. 335627
S11'40'33"W
201.01'
REBAR & CAP L.S.
#12770 FOUND
n
N ' EXISTING
ROAD
SCALE: 1" = 200'
NOTE: THIS PROPERTY IS SUBJECT OTO RESERVATIONS, RESTRICTIONS, COVENANT; AND EASEMENTS OF
RECORD OR IN PLACE. BASIS OF BEARING FOR THIS SURVEY IS A BEARING OF S 00'40'00" E
BETWEEN THE NORTHWEST AND SOUTHWEST CORNERS OF SECTION 3. THE BOUNDARY HAS BEEN ROTATED
02'24'11" CLOCKWISE TO MATCH EXISTING CORNERS FOUND IN PLACE AS fEFERED TO IN RECEPTION
NO. 403007.
IMPROVEMENT LOCATION CERTIFICATE
*****SEE PAGE NO. 2*****
I HEREBY STATE THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
BY HIGH COUNTRY ENGINEERING, INC. FOR LINDA C. ULMER
THAT IT I5 NOT A LAND SURVEY PLAT OR AN IMF'ROVEMENT SURVEY PLAT, AND
THAT IT. IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, •BUILDING,
OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DI:SCRIBED PARCEL ON
THIS DATE, MARCH 26, 1992 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY
WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY
ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT
EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENINIG ANY PART OF SAID
PARCEL, EXCEPT AS NOTED. 'Own !lrr11,,; ,
-,�y ac meaa5r3J /,if
.� �'�,�'
BY. - .�. �� . ;4.r } r " t fah/4.,
FRANK W. HARRNOTO LS 195
- sG 19b98
����rilrlL L M '
DATE: KIARCH 31;11'1'2
IT IS HEREBY. STATED THAT THE STRUCTURES
LOCATED ON THE ABOVE DESCRIBED PROPERTY
ARE NOT WITHIN THE 100 YEAR FLOOD BOUNDARY
HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(303) 945-8676 • (303) 920-3669 • FAX (303) 945-2555
JOB NO.: 92001.063
* IC REVISED**
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PAGE 2
PROPERTY DESCRIPTION
A TRACT OF LAND SITUATED IN THE Wk OF SECTION 3, TOWNSHIP 7 SOUTH,
RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, IESCRIBED AS
FOLLOWS:
BEGINNING AT A REBAR FOUND IN PLACE AND ACCEPTED AS THE NORTHWEST
CORNER OF SAID PARCEL NO. 1 AND THE POINT OF BEGINNING, WHENCE THE
WEST QUARTER CORNER OF SECTION 3 BEARS S 04°40'17" E 247.159 FEET;
THENCE N 88'06'05" E 712.60 FEET TO A REBAR FOUND IN PLACE AND
ACCEPTED AS THE NORTHEAST CORNER OF SAID PARCEL NO. 1 AND THE
NORTHWEST CORNER OF PARCEL NO. 2; THENCE S 03°15'34" E 262.98 TWEET;
THENCE S 09°16'22" W 201.01 FEET TO THE SOUTHEAST CORNER OF SAID
PARCEL NO. 1 AND THE NORTHWEST CORNER OF PARCEL NO. 4; THENC31
S 88°15'12" W 670.85 FEET TO A REBAR FOUND IN PLACE AND ACCEPT] TO AS
THE SOUTHWEST CORNER OF SAID PARCEL NO. 1, AND THE NORTHWEST CORNER
OF PARCEL NO 3; THENCE N 03°01'50" W 458.41 FEET TO THE POINT OF
BEGINNING.
COUNTY OF GARFIELD
STATE OF COLORADO
TOGETHER WITH AN EASEMENT AND RIGHT-OF-WAY FOR ROADWAY, PARKING,
UTILITY AND DRAINAGE PURPOSES AS DESCRIBED IN THE EASEMENT DEED
RECORDED DECEMBER 23, 1982 IN BOOK 615 AT PAGE 350 AS RECEPTION NO.
335436.
HIGH COUNTRY ENGINEERING, INC.
923 COOPER AVENUE
GLENWOOD SPRINGS, CO 81601
(303) 945-8676 • (303) 920-3669 • FAX (303) 945-2555
PERMIT # OWNER Z//V0,4 a� 4Ek LOCATION & ? 7 ( Cop 2cf , /1 ? 8
CONTRACTOR
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.
THESE ITEMS ARE REQUIREMENTS FOR R-3 OCCUPANCIES ONLY (ONE AND TWO .FAMILY
DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS
A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE
REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING
SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES
WHEN C ET AND READY FOR
1,0OC UP CY D SE - UBC SEC. 305 (d).
%i/AN.,! •(d `/// e 4'/1�c'dde fP�Li, A•0iuu•NT eiles r� hor c/fefel.
Concrete for foun ti s nd oad bearing slabs i required to a 3000 psi
in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 & Table 24-A and 24-B.
Masonry units, mortar, and grout shall be protected during cold weather in
accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold
or hot weather in accordance with UBC Sec. 2605 (f) and (g).
3. Minimum concrete and/or masonry foundation reinforcement requirements are
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/linear
foot - UBC Sec. 2904 (a) and (b) and Sec. 2906.
(+ Foundation frost protection is 30" from finished grade to top of footing -
UBC 2907 (a).
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).
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 apart, min. of 2 bolts per piece and within 12" of each end of piece
- UBC 2907 (f).
Exterior concrete or masonry piers shall extend 8" 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 1" min. above floor
unless treated or decay resistant wood - UBC Sec. 2516 (c) 4.
10. Manufactured trusses, and manufactured joists and beams (i.e. TJI/Micro-
Lams, BCI/Versa-Lams, Glu -Lams, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
it Wood joists or floor beams located closer than 18" 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 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 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.
15 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).
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. ¢JR fW6E1 S
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 top or bottom shall not exceed 1/6 depth and not
located in middle 1/3 span - UBC Sec. 2517 (d) 3.
Floor joists and/or roof rafters are insufficient for the span - UBC Table
25 -V -J-1 and UBC Standards. 4/p7- 5%'O (q
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 UHC Sec. 2305.
Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23-A-1 - dead
loads shall be as required in UBC Sec. 2304.
Basic wind speed shall be 80 mph - UBC Sec. 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. 2517 (g) 5.
24. 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.
25. 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.
26. 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 5/8" to edge of stud - UBC Sec.
2517 (g) 9.
27 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. 2517 (g) 3.
Approximate min. insulation values are R-19 walls, R-25 roofs, and R-11
floors over unheated space - see plans for more specific requirements -
"Colorado Energy Conservation Standards."
29. Foam plastic insulation shall be separated from the building interior,
including attics and crawl spaces, in accordance with UBC Sec. 1712. Other
insulation (including duct and plenum insulation and coverings per UMC
Chapter 10) including facings shall meet the requirements of UBC Sec. 1713.
30. 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).
31. Ceiling height is required to be 7'6" in all rooms except kitchens, halls,
bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a). ---
32. Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p).
33. 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).
34. Stairways min. run 9"; max. rise 8"; max. variation in rise and run 3/8" -
UBC Sec. 3306 (c).
35. Enclosed usable space under interior and exterior stairways shall be
protected on the enclosed side as required for one-hour fire -resistive
construction - UBC Sec. 3306 (m). Fire stops shall be provided in
accordance with UBC Sec. 2516 (f) 2c.
36. 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).
37. 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.
38. 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.
39. Under -floor areas shall be provided with a min. 18" by 24" access opening -
UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor
area - UMC Sec. 709.
40. All sleeping rooms below the fourth story without a door opening to the
exterior shall have at least one operable window that meets the following
requirements: MINIMUF[ clear apeniug: 5.7 sq. ft.
MAXIMUM sill height: 44"
MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.)
MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.)
This also applies to basement sleeping rooms - UBC Sec. 1204.
41. Glazing In 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.
42. Glass in sloped glazing (more than 15 from the vertical) and skylights
shall meat the requirements of UHC Chapter 34. Skylights and roof and wall
panels of light -transmitting plastics shall meet the requirements of UBC
Chapter 52.
43. Provide combustion air for fuel burning equipment per UMC Chapter 6.
44. Pressure relief valves and/or combination pressure/temperature relief valves
shall be provided with a drain line to a floor drain with min. 1" air gap
or extended to the exterior of the building - UPC Sec. 1007.
45. 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).
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.
48. LPG fueled appliances shall not be installed in a pit, under -floor (crawl)
space, 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 or protected from
damage. Any portion of the appliance creating a flame, spark or glow shall
be installed a min. of 18" above the garage floor - UMC Sec. 508.
50. Each water closet stool shall be located in a clear space not less than 30"
in width and 24" in front of stool - UBC Sec. 511 (a).
51. Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the exterior - UBC Sec. 1205 (c).
52. Showers and Tub/Shower enclosures shall have a smooth, hard, nonabsorbent
surface to a height of 70" min. above the drain inlet -,UAC Sec. 510 (b).
Water-resistent gypsum board shall not be used over vapor barriers, in
saunas or steam rooms, or on ceilings - UBC Sec. 4712.
53. 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.
54. 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).
55. Garage side of common 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 3/8" solid, tight fitting door is required between house and
garage DEC 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 - UBC Sec. 1210 (a).
57. 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.
58. Masonry 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 - UHC Sec. 3703 (a).
59.
60.
COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies 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 coverings 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 - USC 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 with manufacturers requirements.
Landings and floor level at doors - UHC Sec. 3304 (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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