HomeMy WebLinkAboutApplication- PermitX
Job Address
Nature of Work
Use of Building
Owner
N2 04499
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwo,A Springs, Colorado 81601
(303) 945-8212
45855 Hwy & 24, Lot 48, Canyon Creek Estates, Glenwood Sprints
Building Permit
Detached Greenhouse
Joseph Vittum
JJJ Development
Amount of Permit: $
White-Treas.
Canary - Office
Pink -Applicant
Gold - Duplicate
47,85
Permit $29.00
Plan $18.85
Date June 16, 1992
R. Bennett
Clerk
GARFIELD COUNTY
APPLICATION FOR, BUILDING PERMIT
please print or type
PERMIT NUMBER 41-4911111i
DATE 62 tp`��-
TO BE FILLED OUT BY APPLICANT
PLOT PLAN
ADDRESS "j4.5&;_:5 -1:C flti : / C 4 2,11
SUBDIVISION Lr417�-� +
FILING # LOT 4 BLOCK #
TAX SCHEDULE #
LEGAL (SFC/TWN/PNG)
NAME —.re' e f(- cio.k
MAILING ADD ESS Sx -3( ,E. 'S
CITY (,{,PHONE % �: f-, .K -C
NAME
ADDRESS
CITY
NAME -7,r7:747
ADDRESS C' C L, i2 S E (5( cd -
CITY _y(74_
PHONE r" LICENSE #
NEW
DEMOLISH
CLASS OF WORK
ALTERATION ADDITION
REPAIR MOVE
MOBILE HOME (make/model)
S.F. OF BUILDING S.F. OF LOT
# OF FLOORS HEIGHT
# OF FAMILY UNITS # OF BEDROOMS
INTENDED USE OF BUILDING
GARAGE: SINGLE DBL CARPORT:
FIREPLACE
SINGLE DBL
DOCUMENTS ATTACHED
WATER SUPPLY
DRIVEWAY PERMIT
SITE PLAN
BUILDING PLANS
SANITARY SEWER CLEARANCE
ON SITE SEWAGE DISPOSAL PERMIT
OTHER DOCUMENTS (specify)
26t9'c/e/a'c!'Jec 6t1 e,f' f/S
VALUATION
PERMIT FEE $2 9c. v P
TOTAL FEE $t 7� �'s-f
DATE PERMIT ISSUED
4F-
/2-0 0,4) o
N CHECK FEE .5'm , gSr'
SCBOOL IMPACT FEE $ f/4
ZONING DISTRICT
TYPE OF OCCUPANCY
NOTE:- Show easements, property line dimensions,
all other structures, specify north, and street
For odd shaped lots, or if space is
too small, provide separate plot plan.
# OF BUILDINGS NOW ON PARCEL 62,01,e_
USE OF BUILDING NOW ON PARCEL
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name.
/0 X 2-0 Lri v e.'e.ct, M o vse
Cc( E-4- c_1e )
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FRONT PROPERTY LINE
STREET NAME/ROAD NUMBER
CHECK IF CORNER LOT
DESCRIPTION OF WORK PLANNED
"2.5 74/ -cd c_ ,de -7/( J e17(
c I- e eve
CUs e
I hereby acknowledge that
application and the above
I have read this
is correct and I
agree to comply with all county ordinances
and state laws regulating building construction
SIGNATURE
FOR OFFICE
USE ONLY
TYPE OF CONSTRUCTION r --A1
S.F. OF BUILDING 2-c S.F. OF LOT/5;1)0(.24-
MAX.
OT/1Uv4-
MAY. HEIGHT e ROAD CLASS. ---,.
SETBACKS FROM PROPERTY LINE: FRONT
REAR RIGHT EFT
OFF STREET PARKING SPACES REQUIRED
G/Z'
FLOOD HAZARD
CERTIFIED BLDG ELEVATION
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
APPROVED.
ME
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TIIE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAiiNOT COMPLY WITH
TIIE PROVISIONS OF TIIE UNIFORM BUILDING CODES. PLEASE CHECK RLL CIRCLED ITEMS
I,FORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1989 EDITIONS OF THE CODES.
THESE ITETIS ARE REQUIREMENTS FOR R-3 OCCUPANCIES ONLY (ONE AND TWO FAMILY
DWELLINGS) AND ARE NOT AL1, INCLUSIVE. OF P11E CODE REQUIREMENTS, BUT ARE MEANT AS
A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE
REQUIREMENTS. TIIE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT TIIE BUILDING
SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF TIIE NATIONAL ELECTRICAL CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
THERE SHALL DE A FINAL INSPECTION AND APPROVAL OF AI.L BUILDINGS AND STRUCTURES
WHEN COey7I,E ED AND READY FOR O 'CU NC A USE/- UBC S�?C. 305 (
r, 4/! I B4u.S a1 Q' Min N awit -ode fe9u, hfsjean 9 t not e•rrr• �t
l�/ Concrete for four at ons load bearing elabW is required to be 3000 psi
in 28 days - UBC Chapter 26- Mortar and grout shall be in accordance with
UBC Chapter 24 6 Table 24-A and 24-D:
Masonry units, mortar, and grout shall be protected during cold weather in
accordance with CIBC Sec. 2404 (c). Concrete shall be protected during cold
or hot weather in accordance with UIIC Sec. 2605 (f) and (g).
Minimum concrete and/or masonry foundation reinforcement requirements are
shown on the attachment. (Note' these minimums apply only if a foundation
soils investigation 1a 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 (h) and Sec. 2906.
• Foundation frost protection is 30" from finished grade to top of footing -
UDC 2907 (a).
Foundations shall extend a min. of 6" above finished grade - UPC 2907 (d).
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 meter -Jain - UBC Sec. 1707 (d).
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" die
bolts embedded at least 7" into concrete or masonry, spaced not mote than
6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece
- UBC 2907 (f).
QExterior 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 manul_acturern requirements.
11. Wood joists or floor beams located closer than 18" or wood girders closer
than 12" to the ground in crawl spaces shall be treated ordecayresistant
wood - UBC Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete obeli have 1/2" airspace at top,
sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 (c)
5. Enda of beams and girders shall have min. 3' of bearing on masonry or
concrete - UBC Sec. 2 517 (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 -- UDC 2517 (d) 3.
Beams, roof rafters, and ceiling and floor joists shall be supported
laterally in accordance with UAC 2506 (h).
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.
1n. Notches on the ands 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.
19. Floor joists and/or roof rafters are insufficient for the span - UBC Table
25 -V -J-1 and UDC Standards.
20 Roof live load (snow load) shal]. be 40 psf below 7,000 feet elevation -UBC
Sec. 2305 (d) -dead loadn shall be as required in UBC Sec. 2305.
21.. Floor live load shall be 40 psf - UDC Sec.2304 (a) and Table 23 -A -I - dead
loads shall be as required in UBC Sec. 2304.
�2 Basic wind speed shall be 00 mph - UHC Sec. 2311.
(7,31
VJ 2 !leaders 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 - UDC
'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 -UDC 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.
(57-0 Wall bracing required both sides of each corner and every 25 lineal feet -
the braced panel must be a min. of 40" in width perpendicular to etude - UBC
Sec. 2517 (g) 3.
20. 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 neparated from the building interior,
including attics and crawl Spaces, in accordance with UDC 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) nhal..l have min. size
of No. 22 gauge by 1" gale. meta]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).
3.1. Ceiling height is required to be 7'6" in all rooms except kitchens, halls,
bathroomo, and storage areas which may be 7'0" min. - UDC Sec. 1207 (a).----
32. Min. stairway headroom clearance in 6'0" - 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 max. run 9"; max. rise 0"; 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. 3106 (m). Fire stops shall be provided in
accordance with UBC Sec. 2516 (f) 2c.
36. Stairway handrails: min. height 34"; max. height 30"; handgrip portion shall
be not less than 1 1/2" nor more than 2" in x -section dimension. Min. of
one handrail required on a].l 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 apace) cross ventilation is required equal to 1 sq. ft.
for each 150 sq. ft. of under -floor area - UIIC Sec. 2516 (c) 6.
39. Under -floor areas shall be provided with a min. IO" 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:
MIXIMUM 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.)
Yo This also applies to basement sleeping rooms - UBC Sec. 1204.
tr 41. Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors
tt"OI and adjacent to doorways, and glazing in windows located within 10"
1 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 meet the requirements of UDC Chapter 34. Skylights and roof and wall
panels of ll.ght-transmitting plastics shall meet the requirements of UBC
` r Chapter 52.
l0 43. Provide combustion air for fuel burning equipment per UMC Chapter 6.
44. Pressure relief valves and/or combination pressure/temperature relief valves
%7� shall be provided with a drain ].l.ne to a floor drain with min. 1" air gap
1 --
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 encloaed epace
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 - URC 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 - UBC 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. 700.
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 orae -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 door is required between house and garage ------
UBC 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 - URC 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.
50. 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 - UDC Sec. 3703 (a).
59.
60.
COPIES OF THE ITEM(S) CIIECKED BELOW ARE ATTACHED (Copies of any of the items
above or below are available upon request).
Excavations, fills, foundations, and retaining walla - UBC Chapters 23 and
29.
Retaining walls - UBC Sec. 2309 (b) and 2907 (g) 4.
Roof coverings and drainage - UDC Chapter 32 (Roof drainssized In
accordance with UPC Appendix D).
Roof sheathing - UBC Sec. 2516 (i).
Wood combined with (supporting) masonry or concrete - URC 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 - UHC 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 - USC 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 (i).
Cross connection control and back flow prevention - UPC Sec 1002 and 1003.
Treated Wood Foundation Systems - UBC Standard 29-3.