HomeMy WebLinkAboutApplication- Permit04219
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 Bth Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-0212
Job Address 7 722 C.a..115 Carbond J„e
Nature of Work Buildit ; Penni t
Use of Building Addition
Owner Lyz►d Marsh
Contractor Laser Nifhtsky
Amount of Permit: $ 437.25 date: 1y 21 1991
Permit $265.00
Plan $172.25
R. Bennett
Clerk
White - Trees.
Canary - Office
Pink -Applicant
Gold - Duplicate
1
C74 9' I
_67.A5 eSS Cs /greed/ #
TO JE FILLED OUT BY APPLICANT
ADDRESS L
SUBDIVISION 17 rr f ., % 6.4"-r. %
FILING # LOt ; -' BLOCK #d
7'AX SCHEDULE # 207 co
LEGAL (SEC/TWN/RNG)
NAME
MAILING ADcRESS TM -Lc
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
p7case print or type
a
CITY 6-1c ^. 1.30 4 Gkl PHONE L4C jL/
NAME fie. 4 11,rig
ADDRESS .A.0 '3 _ J C TTY
NAME LZS4..C.�i
ADDRESS
CITY
6 PHONE
a 012
LICENSE #
CLASS OF WORK
NEW_ __ _ ALTERATION ADDITION
DEMOLISH REPAIR MOVE
MOBILE HOME (make/ yodel)
S.F. OF BUILDING ct S.1. OF LOT
# OF FLOORS HEIGHT
Cr
# OF FAMILY UNITS 1 # OF BEDROOMS
INTENDED USE OF BUILDING l 1 ot6.-
GARAGE: SINGLE DBL CARPORT: SINGTd. DBL
FIREPLACE
1
DOCUMENTS ATTACHED?
_WATER SUPPLY 1;5-1A
DRIVEWAY PERMIT e
• SITE PLAN 1
BUILDING PLANS r%
SANITARY SEWER CLEARANCE 0`{"`
ON SITE SEWAGE DISPOSAL PERMIT frita
OTHER DOCUMENTS (specify)
O 4Y1 -m''. 4,5iot
61
FOR OFFICE
VALUATION 47, ¢c , ,3
PERMIT FEE $ P LAN CHECK FEE $/-71,...2...r
TOTAL FEE $14,31:47...- SCHOOL IMPACT FEE $ Al 4 -
DATE PERMIT ISSUED
ZONING DISTRICT
TYPE OF OCCUPANCY
TYPE OF CONSTRUCTION
S.F. OF BUILDING '08 S.F. OF LOT ,c .
MAX. HEIGHT - 1- ' ROAD CLASS. --
SETBACKS FROM PROPERTY LINE: FRONT
REAR RIGHT LE T
OFF STREET PARKING SPACES REOr;IRED
711111111
PERMIT NUMBER 'ioti `i
DATE 5
PLOT PLAN
NOTE: Show easements, property line dimensions,
all other structures, specify north, and street
name. For odd shaped 1otE, or if space is
too smal, provide separate plot plan.
# OF BUILDINGS NOW ON PARCEL
USF OF BUILDINGS NOW ON PARCEL P f h h
FRONT PROPERTY LINE
STREET NAME/ROAD NUMBER 371-L tis
CHECK IF CORNER LOT
DESCRIPTION OF WORK PLANNE
f `I I d1 T tdr
dot M go."`G11J* hovjllFa
I hereby acknowledge that I have read this
application and the above is correct and T
agree to comply with all county ordinances
and state laws regulating building construction
SIGNATURE
USE ONLY
FLOOD HAZARD
CERTIFIED BLDG ELEVATION
SPECIAL CONDITIONS
PROBLEMS WITH PERMIT
ADDITIONAL INFORMATION NEEDED
CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
OR ENGINEER
APPROVED:
ILDING DEPART NT
A- T
J
APPROVED:
PLANNING DEPAR ' E
DATE
. 1
. i
. . 1
ki; ZeLl/PA:.. 41 ,01.14P S,-/ . •/0/
. _
II
/9'2- ' .. • • 4.,
N .
#
., ,/,). x
I -- -
"li 74- 27 4 ' 22 , 8
. - ,.q.,L, „J../ •
'L '
,-k 2-4 4.-------------- 7......, 6
;4 1-942-4 ./
(9. 4:• -r -
8O
,
ii '-----
•
C.._.7.71
th
m
• tz r
1 :1
I 4.
:16Z
(Jr)
\
I --
,•-
1[ .72•Li
X.,
t.
7
North Exterior View
Front
(South)
scale; 1' = 0,5 Errrryrril = chuffing
perpendicular wall
24'
7 Entry/Utility Doom
*
l
#+
r!
e
I
Utility Roam
'f
±
±
+
rrrj
r
Mft fx�'e% fry
• N. \ 1 % %
/ 1 l f /
NI •'½' 1N;
J 7'
/J
1' 1
F
6'
•hlkrk:141%
•
+
+
h 1 % 1 %
h141%J\1�1R
kf\f\\\f3
1
f
4141%;%;%1M
h h \ \ \ }
t 1% r t
16'
1
r
111111
West Exterior View
2 x 6 ceiling
ialsts16' o.o.
sheet rock
calling
existing roof overhang
ry
e.
e.
e.
e.
e.
7 S'
existing north wall
Interior Wall
Front
(South)
8'
{ / T.
eclat exterior wdlt has an operation window
opening
window
Family room, East
6d Interior Walls
e' x 12' x20' glulamb bsnm
extends to west exterior WaII,
ends here
2 x 6 collar ties In
greenhouse/ storage
rooms only
Front
(Soutt))
$
•
rr
•
•
.
.
+
.
cf x
"` wol ;
+
r
4
r
1'
r•
r
closet
•
•
/
r.r
r
•
•
r
r
1
•
r
•
r
r
•
•
•
;
•59
r
rt
43,5' xIntersect
-
f
;
•,
'P.:
r
r
1
•
r
e
r
1
•
j
I
1
_
28x80
r
f
•
•
r
i
13'
2' 4'
Storage, South
Closet Wall
existing wil
18'
existing wall
•..
..+
..
f
.
48x'
80
louvered
w
$;
r:
r
r
r,
.
r.
r.
I.
I
r,
A
r,
6 '
;1
;9
"i
•.
.I
'r
'.
.A
A
•.
f
;
•,
'P.:
r
r
1
•
r
e
r
1
•
j
I
1
'T.
scale: 1' = 0,5 cm
Lozzeavezzi abutting
perpendicular wall
8'
closet Interior woks
2 4'
Front (south)
not pictured here:
dock railing; see
below
3/4' ply w Roof
2x88Joist
scale: 1' = 0.5 cm
Z. abutting perpendicular wall
18'
28'
bb Walls: South & West
10'
6' 8
f
f
19 x
59'
open
6' 10"
Side (west)
21' 2'
slope of hill
6.83'
3'10'
x 12' x 20' glulomb beam
extends to Interior divider wall
r
closet
124
46 41"
opening
20'
----- 22' 10"
deck rolling:
also goes
around front of
deck
1x6
fascia
Rao
Insuldlbn 112 PIY
2 x 8 ratters 16' P.C.
(11.4 hortxartal span
3/8'ro/s ply
6a Walls: Typical
asphalt shingles
A11 2 x 6 Conor ties 16' c.a.
heat rock
55 R13 Insulation
:11 • 5/8" urethane
ii •/B' ra/s b & 8 Ply w
4 /4" plywood
R11 irlsuI M1on
x811Jolst
x 6 sill, treated
stem wall
Gating
1x6tongue &
groowe ceiling
Front (south)
b' 10"
grade
18'
28'
5b: Foundations; South Wall
10'
8'
A.
1.
21'2'
4' x 4
3 x S'
QQting:
9' deep, 16'wlde
scale: 1' = 0.6 cm
marker:
38' below grade
Stem
wa 9'
wide
or
rdde
• North
Typical footing &
stem wall
23' 5"
grade
foundation Is
'stepped': see
drawing 5c
5a: Foundations; overview & measurements
Typical roofing &
stem wall
"NIIIIIIIIIIIIIIIIII 111..._
S. N.
beam far \ 8' 3.6"
foist support
9' 6.6' ---1 9.5L .;
24 7'
Typical footing &
stem wall
faundatbn is
'stepped':
sae drawing 6
scale; 1' = 0.2cm
= existing window
® = footing: 18" x 8" x
11 m` deck
- concrete pad: 2' x 2' x 10'
treated 2 x 6 sill
w anchors 6' o.c.
Crass section of
Typical
Fpoting & Stam Wall
44" 36'
Section showing beam to support floor joists
4 x 6 posts
hillside 1,_.(t i)
6'
9'
vents: 9 total, 2 per side except For E
&W wall of entry w 1 /side
at least 6" above grade
at least 39"
bedew grade
•
tem wall: 2 #4 mbar top & boltom,
w #4 rebar vertical a 4' o.c,
F=ooting: 2 !4 rebar
awn obOV9
3 2x12 bulli up beam
regting on 4 x 6 posts
on tap of stem wall or
pad
2 x 9 floor Joists, 11' 6' . 16" a.c.
l t
22' 10"
North
18'
,Iot r-
1Q
4 House + Additions; Measurements
24'
16'
entry
utINy
g
97
9'6
12' 2'
2
1 ME
-
-
13'
Gfeen-
i house
9' 8'
' 3'
28'
scale: 1' - O.2cm
•
1
i -4
36'
= existing window
chimney
deck
1 $,
= new wall
a new window
8'
J-
scale: V = 0.2cm: 1 cm = 5'
v= window
—.Iii
MN= -
= chimney
j = deck
42'
12' 2'
2: Original house; Measurements
North
H
5' 6'
.1,8'
6' b'
—i
,
8'
L
24'
PERMIT if OWNER„, 4' )/ 41./eS6(LOCATION ,3742 //,S
CONTRACTOR
THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH
THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE 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. THE 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.
THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d).
Concrete for foundations and load bearing slabs is required to be 3000 psi
in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 & Table 24-A and 24-B.
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).
,DOKMinimum concrete and/or masonry foundation reinforcement requirements are
shown on the attachment. (Note: these minimums apply only if a foundation
soils invest1g t n isnot 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.
4Foundation frost protection is 30" from finished grade to top of footing -
UHC 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
- UBC 2907 (f).
7. Foundation walls enclosing a basement below grade shall be damp -proofed on
the exterior with approved materials - UBC Sec. 1707 (d).
.7) Foundation Foundation plates or sills shall be redwood or pressure treated wood (UEC -
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).
Exterior concrete or masonry piers shall extend 8"� in.,above_grade unless
the posts or columns which they support are treated or-decay'"resistant woo.
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. TJI/Micro--
Lams, BCI/Versa-Lams, Glu -Lams, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
Wood joists or floor beams located closer than 18" or wood girders closer
than 12" to the ground in crawl spaces shall be treated or decay resistant
wood - UBC Sec. 2516 (c) 2.
12 Girders supported by masonry or concrete shall have 1/2" air space 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 - UBC Sec. 2517 (c).
13. Floor joists under and parallel to bearing partitions shall be doubled UBC
2517 (d) 5.
9 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).
TOColumns, posts, beams, and girders shall have positive connections provided
to ensure against both uplift and lateral displacement-.IJBCSec. 2516 (m).
1„ 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 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--11-J-1 and UBC 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 UBC Sec. 2305.
v. £ dao, =y=119 l—p.Jm 4,Q un Gn. k'JUk I1 al.4Jly Wit.IJUZ----Er--QO'6t'- opening ..LD.._ -rue
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
3 r •
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 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 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 - UBC Sec. 3205
(a). 30" by 30" if mechanical equip. in attic space .. UMC Sec. 708.
ID 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 space with min. 3' vertical
separation of locations - UBC 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---
T,JBC 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 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 - UBC Sec. 2308 (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 M .
Enclosure of elevator, vent; ani dumbwai dr shafts, and c oThes and rubbish'
chutes - UBC Sec. 1706.
Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d)
and 2516 (g).
Interior application of gypsum wallboard and interior and exterior
application of lath and plaster - CJDC 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 - UBC Standard 29-3.
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
fe
•
•
•
•
•
•
8
•
•
4
•
•
•
•• 4••
O64
No change in the character of occupancy of it
building shall be made without a Certificate
of Occupancy - (UBC Sec. 3112)
May 24 19 3
Permission is hereby granted to }+r► yah .. _ _,.—,-,---
CERTIFICATE OF OCCUPANCY
BUILDING DEPARTMENT
GARFIELD COUNTY, COLORADO
issued Wfthout Fee
Building Permit No. 4219
. situated at 3722 County Road 115 • Carbondale
for the following purpose
Zone District A/R/RD
Lot BIk.T Addition
Addition to Single Family Dwelling Unit:
(State Nature of Use)
�, Contractor Laser Nightaky
*suance. of a Certificate of Occupancy shalt not be construed as an approval
• the provisions of this code or of other ordinances of the jurisdiction.
tes presuming to give authority to violate or cancel the provisions
at this code or of other ordinances of the jurisdiction shall not ba valid.
(LIC Sc . 307(a)).
White: Owner Green: Lending Agency Yellow: Build -nt
GAR D COUNTY ; UILD t 1 P - !SENT
g Depart
Pink: Assessor GoId: Contractor