HomeMy WebLinkAbout4255 1` 04255
GARFIELD COUNTY
BUILDING. SANITATION and PLANNING DEPARTMENT
109 9th Street Suite 303
Glenwood Springs, Colorado 81801
(303) 945 -8212
Job Address 356 Remington Rifle
Nature of Work • i ild4P11 Par„ it
Use of Building. Singlo Fimi1 y 'Residence.
Owner Karl W f ri,arl y L. Minr .r
Contractor rcte+•
Amount of Permit: $ 103.95 Date: June 77, 991
Permit $ 63. 00
Plan $4t).95 •
Y.. lienimtt
Clerk
White-Treas.
Canary-Office
Pink-Applicant
Gold-Duplicate
0 " + "^ GARFIELD COUNTY
JUN 19 1991 APPLICATION FOR BUILDING PERMIT aJfS
PERMIT NUMBER
`7 .$ o Ty[ /' please print or type DATE le - d27- 9)
4 TO BE FILLED OUT BY APPLICAiT PLOT PLAN
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ADDRESS A i• , � NOTE Show easements, property line dimensions
SUBDIVISION ' • , r • all other structures, specify north, and street
d FILING # _ LOT N 2¢f BLOCK # 4,/ name. For odd shaped lots, or if space is
TAX SCHEDULE #. too small, provide separate plot plan
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LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL,
c: NAME /�• �� �.� _/�� � USE OF BUILDINGS NOW ON PARCEL „ , /,
w MAILING ADDRESS Co Com ,) y
�C IFRS -,S - f, _Y3/
p ICITY PHONE; de -
x NAME
ADDRESS CITY //�-� /,
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NAME t) !, tt P -0 . , --. a c e�.G 44.7, --�
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. CITY `C h-o.y4 w c d I 't o r p P k' 1-
B PHONE� LICENSE # - 1 5'
1 iteia -•� Pito re. Hi - O ,
CLASS OF WORK
NEW ALTERATION ADDITION _ LC
DEMOLISH REPAIR MOVE
MOBILE HOME (make /model)
S.F. OF BUILDING S.F. OF LOT
# OF FLOORS / HEIGHT 7 n
# OF FAMILY UNITS 1 _ # OF BEDROOMS Ix.'- .Z.
INTENDED USE OF BUILDING ,dfQgt arni
GARAGE: SINGLE_ DEL CARPORT: INGLE_ DEL FRONT PROPERTY LINE
FIREPLACE ��jj�
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER I[ IA470AJ natal
WA'F'ER SUPPLY CHECK IF CORNER LOT
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED A • y p) osv ens Mki
SITE PLAN l�QQ +t ',Loin .4C DMd,' 'iv Bz Auutkif
BUILDING PLANS ,(
SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMTT appiicat' n and the above is correct and I
OTHER DOCUMENTS ( specify) agree c mply with all county ordinances
and alaws gulat' Siding construction
w G r v Ac ` r ` • SIGNATURE
FOR OFFICE USE ONLY
VALUATION 3 0 • v .o I, � p FLOOD HAZARD
PERMIT FEE $fp3,ov PLAN CHECK FEE $ lo, F.5 CERTIFIED BLDG ELEVATION
TOTAL FEE $/O 3 ..95' SCHOOL IMPACT FEE $ /'I/ 4 SPECIAL CONDITIONS A jj . ?»4,42J Jam/ a.-
DATE PERMIT ISSUED 6.2.6 ,' . 0 . 4 , / naratiirl„
ZONING DISTRICT -.4 /4 //1 C PROBLEMS WITH PERM
TYPE OF OCCUPANCY A 3
TYPE OF CONSTRUCTION rd ADDITIONAL INFORMATION NE'E'DED
S.F. OF BUILDING.' /(pb' 1 S.F. OF LOT
MAX. HEIGHT , Cfleviptc ROAD CLASS. --- CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY INE: FRONT OR ENGINEER
REAR . _ RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED
APPROVED: d r 46 ,,'!/ ._ - 24 • APPROVE➢ �, .'.
4 00 LDING DF.PARTMEN, / DA PLANN No DEPARTMENT DATE
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PERMIT # OWNER /t77 L situ /\ LOCATION_ r2..S�,5 Poole a17
CONTRACTOR „ / e We 147 SThO
THE FOLLOWING ITEMS MAY HAVE SEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH
TILE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1980 EDITIONS OF TIIE 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. TILE 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.
TILERE SIIAL.L DE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES
WILEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d).
1. Concrete for foundations and load bearing slabs is required to be 3000 psi
in 28 days - DEC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 & Table 24 -A and 24 -B.
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 (P) and (g).
3. Minimum concrete and /or masonry foundation reinforcement requirements are
shown on the attachment. (Note; these minimums apply only PP 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.
4. Foundation frost protection is 30” from finished grade to top of footing -
UDC 2907 (a).
5. Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d).
(6) Provide 2907 for the control and drainage of surface water away from the building
USC (f).
7. Foundation walls enclosing a basement below grade shall be damp - proofed on
the exterior with approved materials - UBC Sec. 1707 (d). - --
B. Foundation plates or sills shall be redwood or pressure treated wood (DEC
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.
10. Manufactured trusses, and manufactured joists and beams (i.e. T31 /Micro-
Lams, SCI /Versa -Lams, Glu -Lama, etc,), shall be sized and installed in .
accordance with the manufacturers requirements.
11. Wood joists or floor beams located closer than 18" or wood girders roper
tha_U 12" to the ground in crawl spaces shall be treated or decay resistant
wood - UBC See. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air space at tap,
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.
q4A 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).
(164 Columns, posts, beams, and girders shall have positive connections provided
to ensure against both uplift and lateral displacement - DEC 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 - USC 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 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 -,7-1 and UBC Standards.
20. Roof live load (snow load) shall be 40 psf below 7,000 feat elevation -UBC
Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305.
21. 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.
22. basic wind speed shall be 80 mph - UBC Sec. 2311.
23. 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. Dearing 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 - UDC 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 5/0" to edge of stud - UBC Sec.
2517 (g) 9.
(277. Wall bracing required both sides of each corner and every 25 lineal feet -
the braced pane] must be a min. of 40" in width perpendicular to studs _ UBC
Sec. 2517 (g) 3.
28, Approximate Mill. 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. site
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 - UDC 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'B" - 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).
5; 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 (Inc Sec, 2516 (f) 2c.
36) Stairway handrails; min, height 34 "; max. height 38 "; handgrip portion shall
be not leas 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 (1).
$7�) 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.
30. 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 -
UDC 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;
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 meet the requirements of UBC 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 4 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 - 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 - UDC 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 apace with min, 3' vertical
separation of locations - tIBC 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 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 - UBC Sec. 1210 (a). �«[f/p� . L e
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 - UBC 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 - UDC Sec, 2300 (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 -- 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 ( 3
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes - UBC Sec. 1706.
Exterior wall coverings and exterior weather protection - UeC 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 - UBC Sec. 3304 (i).
Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
Treated Wood Foundation Systems - UDC Standard 29 -3.