HomeMy WebLinkAbout4721N _ 047
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 9th Street SUlte 903
Glenwood Springs, Colorado 81301
303) 9454212
Job Address 11967 County Road 320, Rifle
Nature of Work Building Permit
Use of Building Der ached Garage
Owner F]ovd West
Contractor Chris Fish
Amount of Permit: $ 89.10 Date:April 21, 1993
Permit: 54.00
Plan 35.10
S. Archuleta
Clerk
White - Trees.
Canary - Office
Pink - Applicant
Gold - Duplicate
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT r /
PERMIT NUMBER 7
Assessor's Parcel ii A .2" f
please print or type DATE 5
7 l& 3 BD of I
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS y r& & 7 Q c .?LO I NOTE: Show easements, property line dimensions,
SUBDIVISION i 2 all other structures, specify north, and street
6 FILING H LOT 11 BLOCK N name. For odd shaped lots, or if space is
aTAX SCHEDULE N too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG)R OP BUILDINGS NOW ON PARCEL L-
USE OF,BUILDINGS NOW O PARCEL
t4 NAME s 1 J&U.S o vY O /4-9' e .W MAILING ADD 0 Y
p CITY _r f c( P PHONE • ,oc/
1 m NAME
z ADDRESS CITY
z NAME LS h .c u- ,rene
ADDRESS °0400 CO R b 3 `> c A 6 Pn"1
3
CITY
1PEONE i Sr--- qj LLILICENSE 1 r
V
CLASS OF WORK
7E& ALTERATION ADDITION y t
DEMOLISH REPAIR MOVE
17OBILE HOME (make/model)
F. OF BUILDING if.-, p S.F. OF LOT
4 OF FLOORS HEIGHT
I' OF FAMILY UNITS OF BEDROOMS
INTENDED USE OF BUILDING
ARAGE: SINGLE DBLX CARPORT: SINGLE DBL FRONT PROPER LINE'
FIREPLACE
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER
WATER SUPPLY k CHECK IF' CORNER LOT _
DRIVEWAY PERMIT 7 2 DE N OF f RK Py
SITE PLAN hs Cdeach r 7iLig ka , e
BUILDING PLANS
SANITARY SEWER CLEARANCE Al I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT Q/4 application and the above is correct and I
OTHER DOCUMENTS (specify)agree to comply with all county ordinances
and state laws regulating building construction
300 '0e C(C. e a-I -ay SIGNATURE
FOR OFFICE USE ONLY
VALUATION m 3 , Q Q 0 O FLOOD HAZARD
PERMIT FEE $A PLAN CHECK FEE $.4 c',fQ CERTIFIED BLDG ELEVATION
TOTAL FEE SP?, I D SCHOOL IMPACT FEE $ Mil-SPECIAL CONDITIONS
DATE PERMIT ISSUED
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY r- M
TYPE OF CONSTRUCTION O.- N ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING 2(9c3 S.F. OF LOT
MAX. HEIGHT ze y/ ROAD CLASS."—CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT.OR ENGINEER
REAR RIGHT LEFTC
OFF STREET PARKING SPACES REQUIRED
APPROVED•IjtJJ _____ 9 Z l
NG DEPARTMENT"D,TE PLANNING DEPA DATE
1 J
7!!
r •
r sA
i
y
0 d 4--
j
R
7,s. OSI
1 Ar:It.
Jo
x,
a,a
1
yam. 1 f
Y
y
I
a li it
JJ:
Hr
lii
t
mom e „ter'I
v t
1
r; Sli
r
2 ( c.y
a.
1 :.
rid FC
PERMIT 11 OWNERlj` OY® h/6ST LOCATION (06 / 4 i21.320 i i'
i
CONTRACTOR
THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH ir
THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS d 1 1
1, BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF TIIE CODES.t
THESE ITEMS ARE REQUIREMENTS FOR 11-3 OCCUPANCIES ONLY ONE AND TWO FAMILY i 1i if..
AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS i',.: f
A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE ti II
REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING ti p
SITE DURING CONSTRUCTION. FOR ANY REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE hI,4 ,I.. ICONTACTTHECOLORADOELECTRICALINSPECTOR.I
THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UDC SEC. 305. (d).1 1 II,'
I Concrete for foundations and load bearing Blabs is required to be 3000 psi r -I
in 20 days - UBC Chapter 26. Mortar and grout shall be in accordance with rr
UDC Chapter 24 a Table 24 -A and 24 -B.e j, , ii
I V 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).I . (
Minimum concrete and /or masonry foundation reinforcement requirements are iii.},
I ,shown on the attachment. (Notes these minimums apply only if a foundation i
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 it
i foot - UBC Sec. 2904 (a) and (b) and Sec. 2906.
4. Foundation frost protection is 30" from finished grade, top of footing - i 4 ,UBC 2907 (a).
Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d).
Provide for the control and drainage of surface water away from the building I' I
UBC 2907 (f).
7. Foundation walls enclosing a basement below grade shall be damp- proofed on
J the exterior with approved materials - UBC Sec. 1707 (d)..I gFoundationplates, or sills shall be redwood or pressure treated wood (UBC i, }i2516 (c)), and shall be bolted to the foundation with not' less than 1/2" dia l
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
1 UBC 2907 (f).
9. Exterior concrete or masonry piers shall extend 8" min. above grade unless i[
the posts or columns which they support are treated or decay resistant wood I I '? '"II'Columns and pests located in basements shall be supported by concrete piers t iS
or metal pedestals extending 6" min. above earth and 1. ".`min. above floor L I '
unless treated or decay resistant wood - UDC Sec. 2516 (c) 4.F
10. Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro i
Lams, BCI /Versa -Lams, Glu -Lame, etc.) shall be sized and installed in l, „ :.,
accordance with the manufacturers requirements.I
11. Wood joists or floor beams located closer than 18” or wood girders closer t:
than 12" to the ground in crawl spaces shall be treated or decay resistantmwood - UBC Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air space at top, It
sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 (c) 1..5. Ends of beams and girders shall have min. 3" of bearing on masonry or p , 1 i; yconcrete - UBC Sec. 2517 (c)..44
13. Floor joists under and parallel to bearing partitions shall be doubled UBC 1 I I
2517 (d) 5.
14. Floor joists require full depth solid blocking and must lap a min. of 3" I
over bearing supports - UBC 2517 (d) 3.111) Beams, roof rafters, and ceiling and floor joists shall be supported
laterally in accordance with UBC 2506 (h).I .,
16 Columns, posts, beams, and girders shall have positive connections provided l
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.
18. 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 i ('' II
depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not I'
located in middle 1/3 span - UBC Sec. 2517 (d) 3.I19. Floor joists and /or roof rafters are insufficient for the span - UBC Table
0
25 -V -J -1 and UBC Standards.1, ..;.lRoofliveload (snow load) shall be 40 psf below 7,000 feet elevation -UBC
Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305.
CooN COP se
G
I•.1 I, 1
f
21. Floor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -A -1 - dead 1 1:1' 11 L.
loads shall be as required in UBC Sec. 2304.1 I111k .
Basic wind speed shall be 80 mph - UBC Sec. 2311.1 1'
Headers over wall openings 4' wide or less shall be doubled 2" framing 11 'I 1 19
lumber on edge. Over 4' wide the header shall be sized for the span - UBC 11 .'I, 11 ,i 11J':,;
i I 111
24. Bearing walls supporting two floor loads are required to be a min. of 3" x 1 ',rl 1'4,
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 1 -I 1
exterior walls and bearing partitions and not exceeding 40% of width in non-I '
I bearing partitions - UBC Sec. 2517 (g) 8.fI
26. Wood studs may have bored holes no greater in diameter than 40% of stud i1 i r3
Iwidth, 60% of width of doubled studs (but not more than 2 successive doubled 11
etude). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec.6 1
2517 (9) 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 - UBC
1 Sec. 2517 (g) 3.28. Approximate min. insulation values are R -19 walls, R -25 roofs, and n - I1,
floors over unheated space - see plans for more specific requirements i I '!Colorado Energy Conservation Standards. "11 1,•
I 29. Foam plastic insulation shall be separated from!the building interior, 1
including attics and crawl spaces, in accordance with UBC Sec. 1712. Other I ,! ill 0 t,
insulation (including- duct and plenum insulation and coverings per UMC v
Chapter 10) including facings shall meet the requirements of UBC Sec. 1713. 1 'S
30. Masonry and stone veneer units (5" max. in thickness) shall have min. size 1 7 1'of No. 22 gauge by 1" galv. metal ties or No. 9 gauge galv., wire ties and 1'
1 spaced to support not more than 2 sq. ft. of wall area but not more than 24"I
on center horizontally. When applied over stud construction, the studs
1 shall be max. of 16" on center. Approved building paper must be applied I
over the sheathing or studs - UBC Sec. 3006 (d).
31. Ceiling height is required to be 7.6" in all rooms except kitchens, halls,I t;1 .1
bathrooms, and storage areas which may be 7'0" min. - UDC Sec. 1207 (a).-1
32. Min. stairway headroom clearance is 6'8" - 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 (q)•
1 34. Stairways min. 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 II
rprotectedontheenclosedsideasrequiredforone-hour fire - resietive 1'. 1, 1
construction UBC Sec. 3306 m). Fire stops shall be provided in 1,1.
i accordance with UBC Sec. 2516 (f) 2c.
36. Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall 1
be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of l
one handrail required on all stairways with more than three risers. Min.
1 1/2" space required between wall and handrail - UBC Sec. 3306 (j).V" i _f
1, 37. Guardrails of 3g" min. height shall be installed at unenclosed floor p.
openings and open sides of stairways, landings, ramps, decks or porches more II y
I i than 30" above grade or floor below. Open guardrails shall have a pattern R
such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711.Ill 1' I - _
38. Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft 1 ,
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 1 I
UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor l " H ;1, fi11area - UMC Sec. 709.
40. All sleeping rooms below the fourth story without a door opening to the 1'
I exterior shall have at least one operable window that meets the following 1' 11 : 1 I!''"
j:requirements: MINIMUM clear opening: 5.7 eq. ft.L I 'I 1 I'L
MAXIMUM sill height: 44"1 1'
l MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.)i i 1 r ! `
MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.)
This also applies to basement sleeping rooms - UBC Sec.. 1204.I 1
41. Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors I
and adjacent to doorways, and glazing in windows located within 18"
vertically of a walking surface) shall be safety glazed or protected.I 1
I 42. Glass in sloped glazing (more than 15 from the vertical) and skylights1 ' 1 shall meet the requirements of UBC Chapter 34. Skylights and roof and wall I '
panels of light - transmitting plastics shall meet the requirements of UBC a
I Chapter 52.0,
1 43. Provide combustion air for fuel burning equipment per UMC Chapter 6.
44. Pressure relief valves and /or combination pressure /temperature, relief valvesshallbeprovidedwithadrainlinetoafloordrainwithmin. 1" air gap r i•
I
1 j
4
iiTl f•q'i 1 l T I r f 11'y jl il'F IIY f i 1,4
1 i t f is f
v,;, I ,I ri 1 i ;, •
L I pI 1 t
i '.:',0 «. . - if
or extended to the exterior of the building - UPC Sec. 1b07.1 i ti Ili'II95. Domestic dishwashing machines shall not be directly connected to a drain or 1
I
waste disposer without the use of an approved airgap - UPC Sec. 608 (d):t I ,.1 I
46. Fuel burning appliances shall not be located in any room used or designed I I ?.:
to be used as a sleeping room, bathroom, or closet or any enclosed space i ,''r "I '
opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless
I listed for such use).
1 47. Appliances (including space heating and water heating equipment) shall be I, " II i
iaccessible for repair and removal in accordance with the UMC.48. LPG fueled appliances shall not be installed in a pit, under -floor (crawl)
e
y11,
space, or basement - UMC Sec. 504 (f).I• 11 qr
49. Appliances located in a garage (or in an enclosure opening into a garage)I ,j }'
shall be located out of the normal path of vehicles or protected from i q I , V
eedamage. Any portion of the appliance creating a flame, spark or glow shall 6'is
be installed a min. of 18" above the garage floor - UMC - Sec. 508.f'I
50. Each water closet Stool shall be located in a clear space not less than 30" 1 f
in width and 24" in front of stool - UBC Sec. 511 (a):1!,. " '( ° .51. Toilet rooms without operable windows shall be equipped with an exhaust ii II
system ducted to the exterior - UBC Sec. 1205 (c).
52. Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent I II `
surface to a height of 70" min. above the drain inlet -' UBC Sec. 510 (b). lil l'(•'I'
Water- resistent gypsum board shall not be used over vapor barriers, in I I
saunas or steam rooms, or on ceilings - UBC Sec. 4712. 1 1' 1
53. Attic access opening of not less than 22" by 30" is required - UDC Sec. 3205 1
54
I, _Ii
a). 30" by 30"'if mechanical equip. in attic space - UMC Sec. 708.I 1'
Enclosed attic and rafter spaces shall have cross ventilation of min. 1 /150 i 11
of the area of the space ventilated. The area may be 1/300 if provided 1 ,, ,
I equally at lower and upper portions of the space with min. 3' vertical
separation of locations - UBC Sec. 3205 (c).0t.,i,I 55. Garage side of common wall between living space and garage shall be finishedwithmaterialsapprovedforone -hour fire - resistive construction. This also A-
applies to ceilings and bearing walls if living space above the garage.I 'Self closing min,. 1 3/8" solid , tight fitting door is required between house and IFIgarageUDC503 (d) 3.
1 1 '
56. Electrically wired, interconnected smoke detectors are required in all I- lii ;
sleeping room access areas, near the top of stairways in upper levels, and j IC.near the bottom of stairways to basements - UBC Sec. 1210 (a).I. 111'4
57. Wood stoves and factory built chimneys, and manufactured fireplace units and t
venting systems shall be installed in accordance with the manufacturers 1 d
listing requirements and inspected during installation UMC Chapter 9 and UBC 1 I0 Ih
Chapter37.17
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 I ;,,,
Istructural load other than its own weight unless designed as a supporting
1
member - UBC Sec.' 3703 (a).I G'
59.1
COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items E
above or below are available upon request).1iEfills, foundations, and retaining walls - UBC Chapters 23 and 1' 0,
I 29.l
Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4.I g
Roof coverings and drainage UBC Chapter 32 Roof drains sized in 11 1 4
accordance with UPC Appendix D).I, I "1 Roof sheathing UBC Sec. 2516 (i).
I Wood combined with (supporting) masonry or concrete - UBC Seca 2515.I II , s 'it '
F sheathing - UBC Sec. 2516 (h).p,
Wiring in plenums - UMC Chapter 10 and NEC.
h
Fire and draft stops - UBC Sec. 2516 (f).1 II r
Nailing requirements for connecting wood members - UBC Sec. 2516 (J)•
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish 11 11 g
chutes - UDC Sec. 1706.
Exterior wall coverings and exterior weather protection UBC Sec. 1707 (d)a :
and 2516
Interior application of gypsum wallboard and interior and exterior I,;k
application of lath and plaster - UBC Chapter 47. Manufactured wall and I,, L, fa
ceiling covering systems (simulated stucco, etc.) shall be installed in i(
accordance with manufacturers requirements.i
i Landings and floor level at doors - UBC Sec. 3304 (i).i 1•
Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
Treated Wood Foundation Systems - UBC Standard 29 -3.I 1'
I 1,
I II r.y; Is - I II I JI'
4 t '1
J I i!i •.1 .'. 11 11 1 , , R(.r'...i.'.v
i
I
j
Pf k :
00
I !
WALL SECTION V) ES/
i
i
is • • II
SOW •
1 ilShow and Describe:a. Size and Spacing of Studs
b. Size and Spacing of Ceiling Joists
i c. Size and Spacing of Roof Rafters
OL ` d. Size and Spacing of Floor Joists I
e. Interior Wall and Floor Covering
hRI- f. Exterior Wall Covering
Tut g. Roofing Material and Sheathing
h. Insulation for Ceiling and Walls
i. Under Floor Ventilation
j. Attic Ventilation
k. Earth to Wood Clearances From:
1. Finished Grade
0
2. Floor Joists
3. Beams /Girders
1. Location and Size of any Roaring Walls
m. Headroom /Ceiling Heights
C
3y4 6 c •
13___
oil 0 Note: Separate Drawings of the Footing and
tl Foundation System may be omitted if the
Required Information is shown on this
Wall Section.
4 I Required Information: 1
a. Frostline Protection
b. Reinforcement
1 1. Size
2. Spacing
i 3. Type
IP c. Mudsill
Ii-4=1 l d. Anchor Bolts
Ili
1
I
111 , 1
ill
H
1 n71 n
4
61:1 Na.„...,...r.t. i--. -- • .--h)t
N.1
I / Al 1
i G: x6, -/a / /o WW
G2 /' ii
op 7" /6erhn
17,canoe/' )
Cof7',P?( rvu S
Y _.,.__-_.r
I
1 ?.' I.N.
Iii
til
IAIi
II 7 7 /CA CrA/ r &
1 1
111 rni IY1 Y7 )
I1'1 de / A e d)
I
1 ! I
illi
ill '
1
III