HomeMy WebLinkAboutApplication- Permit' r o4'
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GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 81h Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
lob Address 98 Dogwood Lane, Monument Creek Village, Battlement Mesa
Nature of Work Building Permit
Use of Building Single Family Dwelling Unit
Owner Hewitt/c/o Battlement Mesa 'Homes, Inc.
Contractor
Battlement Mesa Homes, Inc.
Amount of Permit: $
White - Treas.
Canary - Office
Pink - Applicant
Gold - Duplicate
452.00
Permit: 537.00
Plan : 15.00
Date November 12, 1992
S. Archuleta
Clerk
100201a A
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
please print
or type
PERMIT NUMBER 31
DATE
TO BE FILLED OUT BY APPLICANT
PLOT PLAN
ADDRESS 98 Dogwood Lane
SUBDIVISION Monument Creek Village
FILING # 1 LOT # 27 BLOCK #
TAX SCHEDULE #
LEGAL (SEC/TWN/RNG)
NAME Hewitt cJo Battlement Mesa Homes, Inc.
MAILING ADDRESS P.O. Roy 6000
CITY Ratt1amPnt MPsa PHONE 7R5-7331
o x
U L7
w
NAME Battlement Mesa Homes, Inc.
NOTE: Show easements, property line dimensions,
all other structures, specify north, and street
name. For odd shaped lots, or if space is
too small, provide separate plot plan.
# OF BUILDINGS NOW ON PARCEL 0
ADDRESS P.O. Box 6000 CITY Battlement Mesa
CONTRACTOR
NAME Battlement Mesa Homes, Inc.
ADDRESS P.O. Box 6000
CITY Battlement Mesa, CO 81636
PHONE 285-7331 LICENSE #E
CLASS OF WORK
NEW XX ALTERATION
REPAIR
DEMOLISH
MOBILE HOME (make/model)
ADDITION
MOVE
S.F. OF BUILDING 1300 S.F. OF LOT 11,170
# OF FLOORS 1 HEIGHT 19'
# OF FAMILY UNITS 1 # OF BEDROOMS 2
INTENDED USE OF BUILDING Single Family Res.
GARAGE; SINGLE DBL x CARPORT: SINGLE DBL
FIREPLACE N/A.
DOCUMENTS ATTACHED
WATER SUPPLY Battlement Mesa Metro District
DRIVEWAY PERMIT
SITE PLAN attached
BUILDING PLANS attached
SANITARY SEWER CLEARANCE Battlement Mesa Metro
ON SITE SEWAGE DISPOSAL PERMIT
OTHER DOCUMENTS (specify)
USE OF BUILDINGS NOW ON PARCEL
SEE ATTACHED
SIMILAR TO 72 Sagemont
FRONT PROPERTY LINE
STREET NAME/ROAD NUMBER
CHECK IF CORNER LOT
DESCRIPTION OF WORK PLANNED Single Family Res.,
w/attached garage, site work
98 Dogwood
Dis$.1 hereby acknowledge that I have read this
application and the above is correct and I
agree to comply with all county ordinances
and ate laws regulating building construction.
WCV
SIGNA
VALUATION
PERMIT FEE $113 itO 0 PLAN CHECK FEE $/ j'� 0 d
TOTAL FEE $ �fr�Q t O li SCHOOL IMPACT FEE $ J/ J
DATE PERMIT ISSUED
6'4 9.s3, 0
FOR OFFICE
USE ONLY
ONING DISTRICT P"/ ID
PE OF OCCUPANCY 2
'PE OF CONSTRUCTION `% N
7JILDING /47,3 S.F. OF LOT
IT cc"'"` f. .--, ROAD CLASS
"'M' P R OPERTY LINE: FRONT
T
ES REQUIRED
LEFT
ENT
-!/74
DATE
FLOOD HAZARD
CERTIFIED BLDG ELEVATION
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
APPROVED:
PLANNING DEPARTMENT
DATE
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CONTRA TOR
LOCATION
TIII: FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITII
THE PROVISIONS OF TUE UNIFORM nuiioUNG CODES. PLEASE CHECK ILL CIRCLED ITEMS
nrronn nnoInNING CONSTRUCTION. AI.i, TErnnnucES ARE 1.900 EDITIONS OF THE CODES.
THESE ITEMS ARE REQUIREMENTS FOR R-3 OCCUPANCIES OtlLY (ONE AND TWO FAMILY
DWELLINGS) AND ARE MOT ALL INCLUSIVE OF TILE 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 LRE KEPT AT THE BUILDING
SITE DURING CONSTUUcrT.ON. 1!'on ANY nEQUIREMENTS OF THE NATIONAL ELECTRICAL CODE
CONTACT THE COLORADO EtECTRICAI., INSPECTOR.
Tnr,RE snALL rir A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES
WREN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d)
7') 4LJ. Vi-QMs Meir 4PP/2r (,Stib ALl. Code f?c?urr°lel+telitS.E✓l�AI rr-,yoTcI 104I�. Concrete for foundations and load bearing slabs is required o be 3000 psi
in /0 days - U7tC Chapter 26. Mortar and grout shall be in accordance with .
(21.)
UBC. Chapter 24 t, Table 24-T and 24-1).
�
7,.� Masonry units, mortar, and grout shall be protected during cold weather in
accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold
fit. or hot weather. In accordance with UBC Sec. 2.605 (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 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 -- UDC Sec. 2904 (a) and (b) and Sec. 2906.
4 Foundation frost protection Is 30" from finished grade to top of footing -
UBC 2907 (a) .
5 Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d).
U f 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
cthe exterior_ with approved materials -- 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" 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 0" 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. t4anufactered trusses, and manufactured joists and beams (i.e. TJX/Micro-
Lams, BCI/Versa--Lams, Glu --Lams, 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 closer
than 1.2" to the ground in crawl spaces shall be treated or decay resistant
wood - UDC Sec. 2516 (c) 2.
1.2) Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and ends unless treated or decay resistant wood - UHC Sec. 2516 (c)
5. Ends of beams and girders shall have min. 3" of bearing on masonry or
concrete - UBC sec. 2.517 (c).
1.3. 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. Reams, roof r_aft:ers, and ceiling and floor joists shall be supported
laterally in. accordance with UBC 2506 (h).
�. 1G) Columns, posts, beams, and girders shall have positive connections provided
i* to ensure against both uplift and lateral displacement - UBC Sec..2516 (m) .
�7 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 joint 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
I 25 -V --J-1 and UI3C Standards.
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 URC Sec. 2305.
'2'1.: Floor live load shall be 40 psf -.UI3C 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. 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) 9.
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 - UHC
Sec. 2517 (g) 3.
Approximate min. insulation values are n-19 walls, it -25 roofs, and n-11
floors over unheated space - see plans for more specific requirements --
"Colorado Energy Conservation Standards."
Foam plastic insulation shall be separated 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 UHC Sec. 1713.
30. Masonry and atone 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 requited 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 min. run 9"; max. rise 8"; max. variation in rise and run 3/8" -
U[3C 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 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 dimension. Min. of
one handrail required on all stairways with more than three risers. Min.
1 1/2" space required between wall and handrail - WIC Sec..3306 (j).
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 - UDC Sec. 1711.
30. Under -floor (crawl space) °roan ventilation is required equal to 1 sq. ft.
for each 150 sq. ft. of under -floor area - UBC Sec. 2516 (c) 6.
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: UTNITfti 1 clear opening: 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 sg. ft.)
Thin also applies to basement sleeping rooms - UBC Sec. 1204.
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 UDC Chapter 34. Skylights and roof and wall
panels of light -transmitting plastics shall meet the requirements of UBC
Chapter 52.
6:3
Provide combustion air for fuel burning equipment per UMC Chapter 6:
Pressure relief valves and/or combinationpressure/temperature relief valves
dial.l he provided with a drain line to a floor drain with min. 1" air gap
or extended to the exterior of LILU buiiclisiy -- WA- LUL . 1l1U i .
'AS 9).' Domestic dishwashing machines shall not be directly connected to a drain or
waste d.i.sposer without the use of en approved airgap - UPC Sec. 600 (d).
;i'-6.. 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
evening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless
tinted for such use).
47. Appliances (incl.udi.ng 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 s 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.(x).
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 - UIIC. Sec. 4712.
53. Attic access opening of not less than 22" by 30" is required - UHC 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. Tho area may he 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.J 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 :I.o required between home and
r;rn:age UOC 503 (d) 3.
�56 j Electrically wed, 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.
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) CIIECKED BELOW ARE ATTACIIED (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. 2306 (b) and 2907 (g) 4.
Roof coverings and drainage - UBC Chapter 32 (hoof drains sized in
accordance wi_L-h UPC Appendix D).
Roof sheathing - UBC Sec. 2516 (1).
Wood combined with (supporting) masonry or concrete - UBC Sec. 2515.
Floor sheathing - UDC Sec. 2516 (h).
_ ;i.l.ring in plenums - UMC Chapter 10 and NEC.
i- Fire and draft stops - UBC Sec. 2516 (f).
Mailing 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 wallcoverings and exterior weather protection - UBC Seca 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.
T.�
Treated Wood Foundation Systems - USC Standard 29-3.
UMC chapter/o 4Pic sec 7O/
�f!
INSPECTION, WILL " D
'MADE .UNLESS
•
THIS. CARD
IS POSTED ON��THE 'JOB
24 HOURS NOTICE REtium tI I)FOR! INSPECTIONS
BUILDIN
PERMIT
ARFIELD COUNTY, COLORADO
Issued. 1 Aoned
Date Is Area Pal)Permit No.
AGREEMENT
xIn considers on of the issuance of this permit, the applicant hereby agrees to co ., itti ,,'
Alibi*. and regulations related to the zoning, location; construction and: erect' h.'s i the ' '
proposed structure for which this permit is granted, and further agrees that' if t' :i `t i ove
said :regulations are not fully complied with in the zoning, location,i1 ereci o , ;.,and
construction of the above described structure, the permit may then be revoked by:notice
° from tiigC/
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WHI ER INTERIOR 011'EXTERItne UNDERGROUND OR"ABOVE:GRO€N
THISgFERMIT ISNOT TRANSFERABLE
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