HomeMy WebLinkAbout4252 o 04252
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Sulte 903
Glenwood Springs, Colorado 81801
(303) 945-8212
JohAddress 0076 C.R. 241 New Castle
Nature of Work Building Permit
Use of Building Garage Addition
Owner Jack Gay'
Contractor Van Noose Construction
Amount of Permit: $ 118.80 Date: June 19, 1991.
Permit $72.00
P :i.an $46.80
R. Bennett
Clerk
White-Treas.
Canary -Office
Pink-Applicant
Gold -Duplicate
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT ,/ ry 5
PERMIT NUMBER r ` - I d
please print or type DATE - 1 01
ASSESSo r 5 lire l
TO BE FILLED OUT BY APPLTCANT PLOT PLAN
ADDRESS pjp Gam. /� $-.`f NOTE: Show easements, property line dimensions,
SUBDIVISION all other structures, specify north, and street
6 FILING # LOT # BLOCK # name. For odd shaped lots, or it space is
TAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SE'C /TWN /RNG) # OF BUILDINGS NOW ON PARCEL p,
a NAME J q CK GO‘
" "� USE OF BUILDING NOW ON PARCEL
MAILING ADDRESS 146 ! I-es tC i'LC_fL-
p CITY j) j Qj J4.e PHONE
■ x NAME __... .__..
ADDRESS CTTY 4.
a Q NAME L�lL�- 11.1'+'. � 1a k s-
G ADDRESS MC( ref . ion
gw CITY e v Cw�o
SHONE 9a/C < QC JIa.Pg #
CLASS OF WORK
NEW ✓ __ALTERATION ADDITION eltie
DEMOLISH REPAIR MOVE
MOBIT,E HOME (make /model) IF
S.F. OF BUILDING 77_0 S.F. OF LOT
# OF FLOORS ,/ HEIGHT .t / L.../
# OF FAMILY UNITS /V4- - # OF BEDROOMS MA
INTENDED USE OF BUILDING Ga1"C4Q r.
GARAGE: SINGLE DELK CARPORT: ✓ SINGLE DBL FRONT PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER
WATER SUPPLY £ r iris CHECK IF CORNER LOT
DRIVEWAY PERMIT Ark- DF,SCRIP . N OF WORK P
SITE PLAN ✓ / yC /X st ce_ c e cG a t 4 / -
BUILDING PLANS I"
�f J
SANITARY SEWER CLEARANCE /U I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT 1E application and the above is correct and I
OTHER DOCUMENTS (specify) agree to comply with all county ordinances
and state laws gula ing building construction
/ SIGNATURE
r _aUe ' •. ,
,,y FOR OFFICE USE ONLY
VALUATION ''` / G6 • �� FLOOD HAZARD
PERMIT FEE $Z2. pO PLAN CHECK FEE $4-4)..C10 CERTIFIED BLDG ELEVATION
TOTAL FEE $ / /R. AAG SCHOOL IMPACT FEE $ Nom SPECIAL CONDITIONS
DATE: PERMIT ISSUED
ZONING DISTRICT Akigp PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY
Ad
TYPE OF CONSTRUCTION , N p ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING S, OF LOT ltCo A.[,
MAX. HEIGHT .w_./ L ROAD CLASS. r^ CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER
REAR RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED
APPROVED: . . ,/. .JI .IJ -, L" r APPAOVED:�6+.r&/�tl� ( -It
LDTNG DEPART T DAT PLANNING DEPART N1N DATE
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PERMIT 1 OWNER X44 /t7f4 Y LOCATION fit 7 7, P!/ 5 //
. CONTRACTOR
THE FOLLOWING ITEMS MAY HAVE SEEN OMITTED FROM YOUR PLANS OR MAY HOT COMPLY WITH „ J r o
THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1900 EDITIONS OF THE CODES.
THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY
DWELLINGS) AND ARE NOT ALL INCLUSIVE OF TUE CODE REQUIREMENTS, BUT ARE MEANT AS )
A GUIDE TO SOME OF TIIE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CUI]E
REQUIREMENTS. TIIE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT TIIE BUILDING
SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
TIIEItE SHAIL BE A FINAI. INSPECTION AND APPROVAL OF ALL D11II,nUNGS AND STRUCTURES
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UIIC SEC. 305 (4).
0 Concrete for foundations and load bearing slabs Is required to be 3000 psi
in 20 days - UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 & Table 24 - A and 24 - 5.
2. 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. (Rote: 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.
(4s. Foundation frost protection is 30" from finished grade to top of footing -
UDC 2907 (a).
5"J Foundations shall extend a min. of 6" above finished grade - UDC 2907 (d).
0 Provide for the control and drainage of surface water away from the building
- UBC 2907 (1).
7. Foundation walla enclosing a basement below grade shall be damp - proofed on
the exterior with approved materials - UBC Sec. 1707 (4). ._--
Foundation plates or sills shall he redwood or pressure treated wood (UDC -
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).
9. 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.
Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro-
Lams, SCl/versa-Lams, Glu -Lame, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
11. Wood joists or floor beams located closer than 10" or wood girders closgg
than 12" to the ground in crawl spaces shall be treated or decay resistant
wood - USC Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air apace 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 - UDC 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).
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.
10. 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 - UDC Sec. 2517 (d) 3.
19. Floor joists and /or roof rafters are insufficient for the span - UDC Table
25 - - - and UBC Standards.
(fps. Roof live load (anew load) shall be 40 psi below 7,000 feet elevation -UBC
Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305.
) i
21. Floor live load shall be 40 paf - UDC Sec.2304 (a) and Table 23 -A -1 - dead
loads shall be as required in UBC Sec, 2304.
01) Basic wind speed 'hall be 80 mph - UBC sec, 2311.
Readers over wall openings 4' wide or less shall be doubled 2" framing
lumber on edge. Over 4' wide the header 'hall 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" etude with a max. spacing of 16" on tenter -NBC 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 partition' - Dec Sec. 2517 (g) 8.
26. Woad studs may have bored holes no greater in diameter than 40% of stud
width, 604 of width of doubled studs (but not more than 2 successive doubled
stud'). No holes 'hall be bored nearer than 5/8" to edge of stud - UBC Sec.
2517 (g) 9.
t o 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 etude - NBC
Sec, 2517 (g) 3.
28. Approximate min, insulation values are R -19 walls, R -25 roofs, and R -11
floors over unheated apace - see plans for more specific requirements -
"colorada 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" gale, metal ties or No. 9 gauge gale, 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 - UDC Sec. 3006 (d).
31. Ceiling height is required to be 7 in all rooms except kitchens, halls,
bathrooms, and storage areas which may be 7 min. - UBC sec, 1207 (a),. --
32. Min, stairway headroom clearance is 6'8" - NSC 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 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 - UDC Sec. 3306 (m). Fire stops shall be provided in
accordance with UBC Sec. 2516 (f) 2e.
36. Stairway handrail', min. height 34 "; max. height 38 "; handgrip portion shall
be not less than 1 1/2" nor more than 2" in x- soctlon dimension. Min. of
one handrail required on all stairways with moro than three riser's. Min,
1 1/2" apace required between wall and handrail - NBC Sec. 3306
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, 10" by 24" access opening -
UBC Sec, 2516 (c) 2. 30" by 30" min. if mechnnlcal 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" = 5.7 nq.ft.)
MINIMUM net clear opening width, 20" (x41" s 5.7 sq. ft.)
This also applies to basement sleeping rooms - unc Sec, 1204.
41. Glazing in hazardous locations as defined in NBC Sec. 5406 (glazing in doors
and adjacent to doorways,, and glazing in windows located within 18'
vertically of a walking surface) 'tali be 'misty 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
panel' of light - transmitting plastics shall meet the requirement' 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
•T:
i t 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 nee 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 much 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 10" above the garage floor - UMC Sec. 508.
50. Each water closet stool shall be located in a cleat space not leas 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 - use 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 - t10C Sec. 510 (b).
Water- reeietent gypsum board shall not be used over vapor barriers, in
saunas or steam rooms, or on ceilings - DBC Sec. 4712.
53. Attic access opening of not lees than 22" by 30" is required - UPC 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 apace with min. 3' vertical
separation of locations - URC Sec. 3205 (0).
0 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 door is required between house and garage
UHC 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 INC Chapter 9 and URC
Chapter 37.
58. Masonry and concrete fireplaces and barbecues shall meet the requirements
of one 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 - URC Sec. 3703 (a).
59.
60.
COPIES OF THE ITEM(S) CIIECEED BELOW ARE ATTACHED (Copies of any of the items
above or below are available upon request).
Excavations, fills, foundations, and retaining walls - (Inc Chapters 23 and
29.
Retaining walls - URC Sec. 2308 (b) and 2907 (g) 4.
Roof coverings and drainage - URC Chapter 32 (Roof drains sized in
accordance with UPC Appendix 0).
Roof sheathing - UBC Sec. 2516 (i).
Wood combined with (supporting) masonry or concrete - UBC Sec. 2515.
Floor sheathing - Use Sec. 2516 (h).
wiring in plenums - UHC Chapter 10 and NEC.
Fire and draft stops - UBC Sec. 2516 (f).
Nailing requirements for connecting wood members •- URC Sec. 2516 (j).
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes - use Sec. 1706.
_-__ Exterior wall coverings and exterior weather protection - DEC Sec. 1707 (d)
and 2516 (g).
___ Interior application of gypsum wallboard and interior and exterior
application of lath and plaster - IiDC 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 - UDC Sec. 3304 (1).
- Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
Treated Wood Foundation Systems - Use Standard 29 -3.
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