HomeMy WebLinkAbout5370 No. 5370
/NAGCQ $/3 75
GARFIRI 1) WONTY
BUILDING, SANITATION amI PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Iob Address 0178 Mountain Shadows Drive, Western Hills, Glenwood Springs
NatureofWork Building Permit
UscoCBuilding Deck & Landing
Owner Terry E. Keane
Contractor Owenr
Amount of Permit $ 47.85 Date November 28, 1994
Permit: 29.00
Plan : 18.85
Paid $47.85 11 -10 -94
S. Archuleta
Clerk
_ ' Cr r- H g,�' t _ .c r .
- i
+ GARFIELD COUNTY
• ` Kov o$ 99 4„1 TION FOR BUILDING PERMIT PERMIT NUMBER 637
Assessor Parceltr
w,.Pi - 1 : 2 ; 0 C:a f? Y N' please print or type DATE // a p'
TO BE FILLED OUT BY APPLICANT - PLOT PLAN
.a ! ADDRESS /j /7g' 4,190, m/A) ' /4 a)S he. j NOTE: Show easements, property line dimensions,
SUBDIVISION b)CSJer ) Netts all other structures, specify north, and street
C !FILING # LOT # 8 BLOCK # 4 name. For odd shaped lots, or if space is
a TAX SCHEDULE # _ too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL /
USE OF BUILDINGS NOW ON PARCEL (e &S(hEA)]7fr(_
tG NAME 7 ' ' C-
y MAILING ADDRESS r r
• O CITY ( --: 96 9b)0(D)s . -40g5, PHONE 92FJ'`).S17S c-------
NAME jXY/!?E� € ASF '^ 1t -4LT --
o
w ADDRESS CITY
x NAME
0
U
ADDRESS pwwposf b r ELF_
? CITY
0 1 PHONE LICENSE # _ A DI> C7 Mp N, 0
P j
CLASS OF WORK I�
NEW ALTERATION ADDITION V - -- --
DEMOLISH REPAIR MOVE E-161 1 1G,
MOBILE HOME (make /model)
S.F. OF BUILDING g70 S.F. OF LOT ; 54, AL ENIY -
# OF FLOORS a HEIGHT 4,
# OF FAMILY UNITS / # OF BEDROOMS Z \-J
INTENDED USE OF BUILDING PFL+A/, HOUNTAI x ei- V..i -0\"iS ba
GARAGE: SINGLE DBL CARPORT: SINGLE DBL
_ _ _ FRONT PROPERTY LINE
FIREPLACE
e /7B
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER _140 J,r)rn/'J , 5N42 ()()S _M-
WATER SUPPLY CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED ,..3M»('-
SITE PLAN ✓ _ .»1i- tiA) thn!)T!-/ A bP_ ( /O'X // `1 /k s )b 4 X S '
BUILDING PLANS ) A1.1 > 1f( - t IT{-{ '7 ,4m-i c (PF-A' F/. /Fcfl
SANITARY SEWER CLEARANCE I hereby acknowledge that I have rea th is
ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I
OTHER DOCUMENTS (specify) agree to comply with all county ordinances
and state .'s regulating building construction
e /'� p c, ;?7/O�t( -
a,f� t t fi0S __t0_I)4 SIGNATUR
\J Wes+" / FOR OFFICE USE ONLY
VALUATION $2010. — FLOOD HAZARD _
PERMIT F E E 4 S PLAN CHECK FEE S i f t TS CERTIFIED BLDG ELEVATION
TOTAL FEE $ S Y . Q SCHOOL IMPACT FEE $ / #I4 SPECIAL CONDITIONS
DATE PERMIT ISSUED
ZONING DISTRICT * PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY _
TYPE OF CONSTRUCTION• :WAN ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING it S.F. OF LOT
4
MAX. HEIGHT / ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM P PEATY /AT FRONT OR ENGINEER
REAR RIGHT ' ter LEFT
LE1''T
OFF STREET PARKING SPACES REQUIRED
�reiar / i�
APPROVED. � / /� ��� O APPROVED: I, 2 E S 71-
ILDING DEPS.er El DATE PLANNIN D PARTMENT DATE
GARFIELD COUNTY
BUILDING AND PLANNING
NOTICE
A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR
CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS
PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE
APPROVED PLAN.
IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO
CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS
NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY
GARFIELD COUNTY.
THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE
PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD
COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR
CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER
ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND
OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS,
SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING
OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF
CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY.
(Authority under the. 1988 Uniform Building Code Section 303 (c). titled:
Validity of Permit.)
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND
INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN
ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD
COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY
FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS
SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER.
COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN
SUPPORT OF THE OWNERS INTEREST.
Art Hougland, of Building Official
PRNOTICE
109 8TH STREET, SUITE 303 • 945 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601
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4. NOTE: THIS PROPERTY IS SUBJECT TO RE ERVATIONS, COVENANTS AND EASEMENTS OF
RECORD OR IN PLACE. -�
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PROPERTY DESCRIPTION
LOT 8, BLOCK 4, WESTERN HILLS SUBDIVISION
COUNTY OF GARFIELD, STATE OF COLORADO
•
I HEREI3Y STATE THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
BY HIGH COUNTRY ENGINEERING, INC. FOR TERRY ELIZABETH KEANE
THAT IT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT, AND
THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING,
OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED. PARCEL ON
THIS DATE, SEPTEMBER 20, 1994 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY,
_ I
WITHINHErBOUNDARIES..OF THE PARCEL, EXCEPT AS SHOWN,? THAT THERE ARE
i
ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS O "`AN,Y ' w :
' AD JOINING: ' PREMISES, EXCEPT AS- INDICATED 7, AND THAT THERE IS,NO,
EVIDENC ',OR :510N, ANC ASEM,E,;TfCR•S ING OR ROE I G'ANY4 A, • "SAID
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*TOOTS AWACS y..: I • on SING CXIr OPT. a s1W0 sOV W
E. Wood Decks and Boardwalks
1�.:�.,,,;; 460 -11 •
TABLE 460 -6
Maximum Allowable Spans for Beams*
I Spacing between beams, ft
Beam e in 4 5 6 - "_ .. 8 .. 9 1 r0 1 H I ( 2
• -,
Species group: high
111111 Up to 6' spans > 1111111■1
;, Up to 8' 4 Up to Up to6'spans > '
r
,Up to 10' —> Up to 9' Up to 8'-> Up to 7' > Up to 6' spans
> U to 6' >
��� to 11' -> UP to 10 Up to 9'� Up to 8' > Up loT P
• X 10 ��• to 12' --> Up to 119 Up to 10'> Up [0 9'
> Upto8' > Upto7' >
XI Up to 12'> Up to 11'> Up to 10'> Up to 9' >1 Up to 8' spans
X 12
Up to 12' > Up to11'> Up to 10' >1 Uplo9' >
Up to 12'> Up 1011' >I Up to 10' spans >
• X 10
Up to 12'spans >
. X 2
Species group: moderate '-
X6 Up to 6' >
X Up to 7' > Up to 6' >
X Up to9' —> Upto8'9 Up to 7' > Up to 6' >
X10 Upto 10' -- > Up to 9'-> Up IO 8'-> Up to 7' > UP
to 6' spans >
X 10 Up to 11' —>- Up to 10'> Up to 9'9 Up to 8' > Up to 7'spans > Up to 6'
X 12 Up to12' —> Up to 11 Up to 10'> Up to 9'-> Up to 8' > Upto7'
.X12 I Up to 12'> Up to11'> Up to 10' > Up to 9' > Up to 8' >
6X10
Up to 12'> Up to 11' >1 Up to 10' > Up to 9' spans >
6 X 12 Up to 12' spans Up toll' > Up to 10
Species group: low
X6 Up to6' —>
X8 Up to7' —> Up to6'9
X8 Upto8' — > Up to7'9 Up to 6' >
X10 Up to 9' —> Up to B'9 Up [oT9 Up to 6' spans
X 10 Up ro10'—› Up to 9'9 Up to B'
> Up to 7' > Up to 6' spans
X12 Up to 11' -> Up to 10'> Up to 9' Up to B'> Up to 7' spans > Up to 6'
'X12 UP to 12'—> Up to 119 UP to 109 Up to 9'
>I Up to 8' > Up to 7' >
• X 10 Up to 129 9 Up to 11 Up to 10' > > Up to spans >
P
Up l0 9'
•X12 Up to 12' > Upto11' > Upto10' >1 Up to B'
• Beams are assumed to be on edge, spans are center to center distances between posts or supports, and based on 40 p.s.f. deck live load plus 10 p.s.f. dead
load, using grade No. 2 or better; No 2, medium grain southern pine.
L Group 1- Douglas fir -larch and southern pine; Group 2- Hem -fir and Douglas -fir south; Group 3- Westen pines and cedars, redwood, and spruces.
Source: Adapted from U.S. Department of Agriculture Construction Guides for Exposed Wood Decks, U.S.D.A. Handbook No. 432, 1972.
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y x q�! 1 > , 7 x x �� • 408 Structures 460 10
.:,
• TABLE 460 -3 TABLE 460 -5 5.2 Sizing by Formulas (Decking, Joists, _
Strength Groupings of Common Softwood Maximum Allowable Spans for Joists and Beams)
Species*
Maximum Sizing decisions for horizontal members in
Strength group Species Joist allowable a deck structure are based on the strength "
_ :.• .
material Strength group span in bending of the members. However,
High Douglas fir since a wood member can be well within
Hemlock, western 16 - in joist spacings the limits of safety but still deflect consid-
Larch, western
Pine: 2 X 6 High 9 erably, members are also often checked
Loblollyt Moderate 8'7' for deflection (and adjusted if necessary) if
Longleaff Low 7'9' a stiffer deck is desired. This is especially ,
Pitch 2 X 8 High 72'10" true for decking members. Stiffness is a de-
Slash Moderate 11'4' sirable trait of most decks and boardwalks, .471
Shortleaf Low 102" mainly for psychological reasons. t. :, -"
2 X 10 High 16'5"
Virginia If the deflection is not meant to be no , .2.
Spruce: Moderate 14'6'
•
ow 73'0" ticeable, the extent of deflection should be
Canadian coastal limited to 1400th the span of the members
-
Coast Sitka 24 -in joist spac in question. If joinery to a fixed structure '
Moderate Cedar, western red
Cypress 2 X 6 , , 711 (e.g. stucco) might be damaged by the de- _
Douglas fir (south) Moderate 7'0" flection of a deck, then the deflection
Fir: Low 6'2' should be kept to 'hmth of the span of the • 2,,_
Subalpine 2 X 8 High 10'6" members in question. ' 4
White Moderate 9'3"
Hemlock: Low 8'1" - -
Eastern 2 X 10 High FI -- , 13'4" -. '-:-
• Western Moderate 11'10" Sizing Decking, Joists, and Beams:
Pine: Low 10'4"
Eastern white Sizin the horizontal members of a p ro -
Lodgepole 32 -in joist spacings posed deck or boardwalk, whether it be -
Ponderosa p X 6 High 6'2" for decking, joists, or beams, refers to a de- -
Red Moderate 5'8" termination of adequate cross - sectional di-
Su Low 5'0" mensions, g iven a s and particular spe-
Western white 2 X 8 High g'1" cies of lumber. A horizontal memb is
Redwood, California Moderate 7'6" sized by performing calculations to deter- -
Spruce: - Low 6'8" mine the required section modulus of the
Eastern - ' ..,
2 X 10 High 10'4" member in question (see Table 460 - 12).
Engelmann Moderate 9'6"
Silica Sizing wood members for a deck or
Tamarack Low 8'6" boardwalk is always carried out from lop to
Low Cedar, northern white Source: Adapted from U. S. Department of Agri bottom, i.e., beginning with the decking
culture Construction Guides for Exposed Wood and then proceeding with the joists,
• No. 1 or better. Decks, U.S.D.A. Handbook No. 432, 1972. beams, and posts. However, it should be
t Also known as southern pine. noted that the sizing procedure is not en- -
Source: Adapted from U.S. Department ofAgricut- tirely linear because factors such as aes-
lure Construction Guides for Exposed Wood Decks, thetics, spatial constraints, and psycholog-
U.S.D.A Handbook Na. 432, 1972, ical considerations typically make it
necessary (during the process) to go back
and adjust the initial sizing decisions until -
. a point is reached at which the entire
structure conforms to the intentions of the '
designer. The members of a deck or board-
walk are never sized by relying exclusively -
TABLE460 - on strength considerations. It should also
Maximum Allowable Spans for Decking* be noted that because the dimensions of
various members in a wood deck are
Maximum allowable based (to some extent) on reasons of a
Decking material Strength group span, in pearance, the result is a deck that is often
stronger than absolutely necessary. .
2 X 2, 2 X 4, 2 X 6, 2 X 8, High 64 The following procedure is used to de-
2 X 10, 2 X 12 (laid gat) Moderate 57 termine adequate section moduli for deck -
Low 51 ing, joists, and beams:
2 X 3 (laid on edge) • High 108
Moderate - 96 1. Determine the maximum bending mo-
Low 86 ment (M) (ft-lb), (Refer to Table 460 - 10 for
2 x 4 (laid on edge) High 152 the-applicable formula. Convert ft-lb to in-
Moderate 134 lb by multiplying by 12.) i,
Low • 120 2. Determine the extreme fiber stress in
• Span for diagonal decking should be measured on diagonal, not joist spacing. , bending (fb) (psi). (Refer to Table 460 -11 .`
Source: Adapted from U. 5. Department of Agriculture Construction Guides for Exposed Wood Decks, for the applicable value.)
I.J.S.D.A. Handbook No. 432, 1972. • . - 3. Compute the required section modulus
E L, 3 L 1'F�
• 408: Structures ;11 451 k, Ira.
460 -12
TABLE 460 -7 . •
Recommended Live -Loads for Decking .
•
Surface • Load, Ib /R' -
Residential decks, light-duty 40 .. „
Public decks, heavy -duty 80 -100
Foot bridges 100
Light vehicular bridges 200 -300
Note: Data are for evenly distributed live Toads.
The higher numbers are intended for northern
areas subject to snow loading.
Source: Adapted from U. 5. Department of Agri-
culture Construction Guides for Exposed Wood
•
Decks, U.S.D.A. Handbook No. 432, 1972.
TABLE 460 -8
Maximum Allowable Post Heights*
Post . Load area = beam spacing X post spacing, ft2 /0 K O = ao 4'.{ - L- f
in 36 48 60 72 84 96 108 120 132 144 1
f
Species group: high
4 X 4 Up to 12' heights ) Up to 10' heights > Up to 8' heights > i
\\ X- 6. Up l0 12' heights > Up to 70' > •
6 X 6 Up to 12' heights 1
Species group: moderate
1
4 X 4 Up to.12' > Up to 10' > Up to 8' heights > i
4 X 6 Up to 12' > Up to 10' heights > ' E
6 X 6 Up to 12' heights >
•
Species group: low f
4X4 Up to12'— > Up to 10' > Up Io B' > Upto6'heights >
4 X 6 Up to 12' > Up to 10' > Up to 8' heights >
6 X 6 Up to 12' heights '
' Based on 40 p.s.f. deck live load plus 10 p.s.f. dead load. Grade Standard and Better for 4 X 4 inch poses and No. 1 and Beeler for larger sizes. [
Source: Adapted from U.S. Department of Agriculture Construction Guides for Exposed Wood Decks, U.S.D.A. Handbook No. 432, 1972. ±
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- - G'
1988 EDITION
1210 -1211
Smoke Detectors and Sprinkler Systems
Sec. 1210. (a) Smoke Detectors. 1. General. Dwelling units and hotel or
lodging house guest rooms that are used for sleeping purposes shall be provided <E
with smoke detectors. _ Detectors shall be installed in accordance with the ap-
proved manufacturer's instructions.
2. Additions, alterations or repairs to Group R Occupancies. When the
valuation of an addition, alteration or repair to a Group R Occupancy exceeds
$1000.00 and permit is required, or when one or more sleeping rooms are added
or created
in existing Group R Occupancies, smoke, detectors shall be installed in
accordance
with Subsections 3, 4 and 5 of this section. ?h
3. Power source. In new construction, required smoke detectors shall receive
their primary power from the building wiring when such wiring is served from a
commercial source. Wiring shall be permanent and without a disconnecting A'
switch other than those required for overcurrent protection. Smoke detectors may
be batted operated when installed in existing buildings, or in buildings without '
commercial power, or in buildings which undergo alterations, repairs or additions :A
regulated by Subsection 2 of this section.
4. Location within dwelling units. In dwelling units, detectors shall be
mounted on the ceiling or wall at a point centrally located in the corridor or area
giving access to each separate sleeping area. When the dwelling unit has more IA
than one story and in dwellings with basements, a detector shall be installed on
each story and in the basement. In dwelling units where a story or basement is split i
into two or more levels, the smoke detector shall be installed on the upper level,
except that when the lower level contains a sleeping area, a detector shall be
installed on each level. When sleeping rooms are on an upper level, the detector e
shall be placed at the ceiling of the upper level in close proximity to the stairway. In y`
dwelling units where the ceiling height of a room open to the hallway serving the
bedrooms exceeds that of the hallway by 24 inches or more, §moke detectors shall '<
be.wstalled in the hallway and in the adjacent room. Detectors shall sound an
alarm audible in all sleeping areas of the dwelling unit in which they are located. '•`.fi
5. Location in efficiency dwelling units and hotels. In efficiency dwelling :'• >?
units, hotel suites and in hotel sleeping rooms, detectors shall be located on the <:'
ceiling or wall of the main room or hotel sleeping room. When sleeping rooms
within an efficiency dwelling unit or hotel suite are on an upper level, the detector t
shall be placed at the ceiling of the upper level in close proximity to the stairway. IA
When actuated, the detector shall sound an alarm audible within the sleeping area
of the dwelling unit, hotel suite or sleeping room in which it is located.
(b) Sprinkler and Standpipe S stems. When required by other provisions of
Y
this code, automatic sprinkler systems and standpipes shall be installed as speci-
fied in Chapter 38.
Fire Alarm Systems F