HomeMy WebLinkAbout4567 rW�
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Job Address 4618 eeatLlruree woad
Nature of Work Building Permit
Use of Addition / Workshop
Owner Steve & Wewer Keohane
Contractor Owner
163.35 August 28, 1992
Amount of Permit: $ Date:
Permit: 99.00
Plan : 64.35
5. Archuleta
Clerk
White-Treas.
Canary-Office .
Pink- Applicant
Gold - Duplicate
I i t
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT '��
PERMIT NUMBER 9
please print or type DATE 52-/ _ ga-.
Assessor's Parcel # 2273 I/ 4 Qa 020
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS "W-1,47 (lf /e,o a(. i NOTE: Show easements, property line dimensions,
• SUBDIVISION all •all other structures, specify north, and street
• (FILING # LOT # BLOCK # __ name. For odd shaped lots, or if space is
a TAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SEC/TWN/RNG) Pr a„ 1 ✓ 7 Reg (l # OF BUILDINGS NOW ON PARCEL / c / ,5 " �_�
F±; NAME •57elie d- 4 ewer - `i•
USE OF BUILDINGS NOW ON PARCEL
▪ MAILING ADDRESS 7/ m __„ -
.CITY (k.744y tf c _ PHONE qc4 792.7 ,3 L --IJtP „go wl
O C� ` ;
m x NAME f uZOO ✓ GJ L <- p2- G / ' ` L ' 6- C- CA.-t- d-
a w
o ADDRESS CITY 7 )-0 ,p4lef ,$ZJ$C Q !/V�-t
NAME ;C"..-61. Qa 0 ' a ll s' 0?-,.. � bun A'
ti ADDRESS -1i.z Cf t - �O'a/7-t. 4'tp4_Q c .L _� a- Cif
R CITY V S-01:1 & sv C"tn- r
o (PHONE LICENSE # i�
y
CLASS OF WORK Jj
NEW ALTERATION 1,..•" y IBDDITION ✓_
DEMOLISH REPAIR MOVE _ / S MOBILLEHOOME (makepie .' S . OF BUI i, + . . F . OF LOT #
Y
OF FLOORS / ' HEIGHT 9' /? # OF FAMILY UNITS # OF BEDROOMS :9' W_ INTENDED USE OF BUILDING W oP. k S H- 09» C777\ \fills ---
GARAGE: SINGLE_ DBL_ CARPORT: SINGLE_ DBL FRONT PR FIREPLACE
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER /g &tt4 C{p ,/[.-
WATER SUPPLY 4 CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED addicts et p
'n
SITE PLAN - ,y � >w 41n4{ - Y .t(, pi a zit.
BUILDING PLANS v� • ,` ;__
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) agree to comply with all county ordinances
and tate laws regu a p ing bu iding construction
7�c .Z6 d <f4d ) '�so.7 _ �' Z_ . .� / ems• ��� '
• = .4' .zeeo o o SIC TURF
FOR OFFICE USE ONLY
VALUATION 0v e / 6 b ,o . o'0 FLOOD HAZARD
PERMIT FEE $ 9 9',00 PLAN CHECK-TEE $ ( r CERTIFIED BLDG ELEVATION
TOTAL FEE - $/f63,3C- SCHOOL IMPACT FEE $ A/ /3 SPECIAL CONDITIONS
DATE PERMIT ISSUED
ZONING DISTRICT A if/RP PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY r_ ,'., a
TYPE OF CONSTRUCTION - -M ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDIN p qL c,ye S.F. OF LOT
MAX. HEIGHT .v! j_r ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER -
REAR RIGHT LEFT
OFF STREET PARKING SPACES REQUIRED � ���/[" /� �Iy' ��/ /�_�/ /�A��, /( /nI
APPROVED: 0 / I/ .. /� �.., 6 Z ' 2— APPROVED: 8-2 8-92_
d ipprILDING DEPARTMENT + - DATE PLANNING DEPARTMENT DATE
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PERMIT i _ OWHEll JTZFNF ACLOWA " � 1»
YV LOCATION ' 4, p(' //I
CONTRACTOR -----. WITH
, THE FOLLOWING THE PROVISIOUS OF Y C THE UNIFORM BUILDING CODES. YOUR
t1 NOT COMPLY
R9. PLEA3 E CHECK ALLC CIRCLED ITEMS
BEFORE BEGINNIIIG CONSTRUCTION. ALL REFERENCES ARE 1900 EDITIONS OF TILE CODES.
THESE ITEMS ARE REQUIREMENTS FOR 8-3 OCCUPANCIES ONLY (ONE AND TWO FAMILY
DWELLINGS) AND ARE NOT ALL INCLUSIVE OF TIIE CODE REQUIREMENTS, BUT ARE MEANT AS
A GUIDE TO SOME of THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE
SITE DURING CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
TIIEIIE SHALL DE A FINAL INSPECTION AND APPROVAL, OF ALL DNILt1ING5 AND STRUCTURES
WAIN COMP AND READY FOR OCCURANCY AND unp UpC SIC. 05 (d).
./ //rogrt /7 (l17c ft1t4 , yr / p�hl
r/y err; r/ / }r/j <./a"l l ed. .
t 1J Concrete for foundat! and load bearing globe is required to be 3000 poi
in 20 days - UDC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 6 Table 24 -A and 24 -0.
(2) Masonry units, mortar, and grout shall be protected during cold weather in
accordance with UOC Sec. 241)4 (c). Concrete Shall be protected during cold
or hot weather In accordance with 1100 Sec. 2609 (f) and (g).
6.) Minimum concrete and /or masonry foundation reinforcement requirements are
shown on the attachment. (Motet these minimums apply only if a foundation
soils investlgntloon is not performed and the molls are assumed to have an
expansion index of 20 or less and footing lands less than 2000 lba /linear
foot - UDC Sec. 2904 (a) and (b) and Sec. 2906.
(1_, Foundation frost protection is 30" from fininhed grade to top of footing -
UDC 2907 (a).
Foundations shall extend a min. of 6" above flninhed grade - 1100 2907 (d).
Provide for the control and drainage of surface water away from the building
- UDC 2907 (f) .
,d
7. Foundation walls enclosing a basement below grade shall be damp-proofed on
the exterior with approved materials - UDC Sec. 1707 (d).
Foundation plates or sills shall he redwood or pressure treated wood (UM -
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, spnced not more than
6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece
- UDC 2907 (f)..
9. Exterior concrete or masonry piers shall extend 0" min. above grade unless
the poste or columns which they support nre treated or decoy 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 - UDC Sec. 2516 (c) 4.
C1 Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro
Lams, DCI /Versa - Lams, Gln - Lams, etc.), shall be sl,zed and inn ailed Jn
qu
accordance with the manufacturers reirements. 4" /7d/ecCon7'ro /p»n S
11. Wood joints or floor beams located closer then 10" or wood girders closer
titan 12" to the ground in crawl spaces shall be treated or decay resistant
wood - UDC Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and ends ,finless treated or decay resistant wood UDC Sec. 2516 (c)
5. Ends of beams' end girders shall have min. 3" of bearing on masonry or
concrete - 1160 Sec. 2517 (c).
13. Floor joists under and parallel to bearing partitions shall be doubled UDC
2517 (d) 5.
I 14. Floor joists require full depth solid blocking and must lap a min. of 3"
over bearing supports - UDC 2517 (d) 3.
15. beams, roof rafters, and ceiling and floor joints shall be supported
laterally in accordance with UDC 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).
i 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 - UDC Sec. 2517 (c) and (d) 2.
10. Notches on the ends of floor joists - max. 1/4 joint 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 - NBC Sec. 2517 (d 3.
VW Floor joists and /or roof rafters are insuffic for the span - UBC Table
25 - V - J - 1 and UBC Standards.
/ 4) Roof live load (snow load) shall be 40 pnf below 7,000 feet elevation -UDC
( Sec. 2305 (d) -dead loads shall be as required in 0110 Sec. 2305.
e 1) Floor live load nhall be 40 pef - UDC Sec .2304 (n) and Table 23 -A -1 - dead
leadn shall be as required in UDC Sec. 2304.-
2. Manic wind speed shall be 00 mph - U0C Sec. 2311.
23 Menders over wall openings 4' wide: or lens nhall be doubled 2" framing
lumber on edge. Over 4' wide the header shall be nJ.zed for the npnn - UDC.
Sec. 2517 (g) 5.
24. Bearing walls supporting two floor loads nre required to be n min. of 3" x
4 "or 2 "x 6" studs with a max. spacing of 16" on center-MC Sec. 2517 (g) 1.
25. Wood studs mny be cut or notched to a depth not exceeding 25% of width in
exterior walls and bearing partitions and not exceeding 401 of width in non-
bearing partitions - UDC Sec. 2517 (g) 8.
26. Wood studs mny have bored holes no greater in diameter than 40% of ntud
width, 60% of width of doubled studs (but not more than 2 nucceeslve doubled
studs). Mo holes shall be bored nearer than 5/0" to edge of ntud - UDC Sec.
2517 (g) 9.
07. Wall brnc l gig required both n ides of enc. corner n every 25 lineal. feet -
the braced panel. must be. ❑ m.In. of 40" in width perpendicular to studs - UDC
Sec. 2517 (g) 3.
20 Approximate min. innulation values are R -19 walln, I1 -25 roofs, and R -11
floors over unhenter( ;Trice nee pl.nnn for mono npec..lf.ic rogil.tnenntn -
"Colorado Energy Connel:vntlon SI:nndardn."
29. Foam plastic insulation shall be separated from the - building Interior,
including attics and crawl spaces, in accordance with UDC Sec. 1712. Other
iusul.ation (including duct and plenum insulation and coverings per UMC
Chapter 10) including facings shall meet the requirements of UDC Sec. 1713.
30. Masonry and stone veneer. units (5" max. in thickness) shall have min. size
of Mo. 22 gauge by 1" galy. metal tins or No. 9 gauge gaiv. wire ties and
• npnced to support not more thnn 2 eq. ft. of wall nrea but not more than 24"
on center horizontally. When nppiied over stud construction, the studs
nhall he max. of 16" on center. Approved building paper must be applied
over the sheathing or studs - MC Sec. 3006 (d).
31. Ceiling height in required to be 7'6" In n11 rooms except kitchens, halls,
bathrooms, and storage areas which may be 7'0" min. _ UDC Sec. 1207 (a). - - - - -•
32. Min. stairway headroom clearance in 6'8" - UDC Sec. 3306 (p).
33. Min. stairway width is 36" - UDC Sec. 3306 (b) and mitt. landing dimension
in the direction of travel must also be 36" - UDC Sec. 3306 (g).
34. Stairways Ids. run 9 "; max. rise 0 "; max. variation In rise and run 3/8" -
UIIC Sec. 3306 (c).
35. Encloned usable space ender interior and exterior stnirways shall be
protected on the enclonec! side an required for one -hour fire - resistive
construction - UDC Sec. 3306 (m). Fire stops !hall be provided in
accordance with UDC 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 dimennion. Min. of
one handrail required on all stairways with more than three risers. Min.
1 1/2" space required between wall and handrail - UDC Sec. 330fi "
37. Guardrails of 36" min. height shall be installed at unenclone
d 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 - UDC Sec. 1711.
30. Under -floor (crawl npace) cross ventilation is required equal to 1 eq. ft.
for each 150 sq. ft. of under-floor area - UDC Sec. 2516 (c) 6.
39. Under -floor areas shall be provided with a min. 10" by 24" accena opening -
Mc 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! NLIIIN1111 clear opening: 5.7 sq. ft.
MAXIMUM sill heighti 44"
MINIl1U11 net clear opening heights 24" (x34 1/4" = 5.7 sq.ft.)
MINIMUM net clear opening width! 20" (x41" = 5.7 eq. Et.)
Thin also applies to basement sleeping rooms - uric Sec. 1204.
41 Glazing in haznrdoun locations as defined in UnC Sec. 5406 (glazing in doors
and adjacent to doorways, and ginzJ.ng In windows located within 10"
vertically of n walking surface) shall be safety glazed or. protected.
42. Glass In nloped glazing (more than 15 from the vertical) and skylights
shall meet the requirements of UDC Chapter 34. Skylights and roof and wall
panels of light- transmitting plastics shall meet the requirements of UDC
• 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 dioponer without the use of an approved alrgsp - UPC Sec. 608 (d).
46. Fuel burning appliances shall not be located In any zoom used or designed
to be used an a sleeping room, bathroom, or closet or any enclosed space
opening into such room or spaces UPC Sec. 1309 and UDC 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 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 1n" above the garage floor - UMC Sec. 500.
50. Each water closet stool nhall be located in a clear apace not less than 30"
in width and 24" in front of stool - U8C Sec. 511 (8.
51. Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the exterior - UDC Sec. 1205 (c).
52. Showers and Tub /Shower enclosures (hull Imo a nmooth, hard, nonnbnorbont
surface to a height of 70" min. above the drain inlet - UDC 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 he 1/300 if provided
equally at lower and upper portions of the apace with lain. 3' vertical
separation of locations - UDC 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 3/0" solid, tight fitting door in required between house and
garage IIBC 5113 (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 he 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 - (inc Sec. 3703 (a).
59.
60.
COPIES OF TIIE 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 - OnC Sec. 2308 (b) and 2907 (g) 4.
Roof coverings and drainage - UDC Chapter 32 (Roof drains sized in
accordance with UPC Appendix 0).
Roof sheathing - UDC Sec. 2516 (1).
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 - UnC 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 - UDC Sec. 1706. •
_ Exterior wall coverings and exterior weather protection - (inc Sec. 1707 (d)
and 2516 (g).
Interior application of gypsum wallboard and interior and exterior
application of lath and plaster - UDC 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 - UBC Standard 29 -3.
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WALL PANEL PLAN
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