HomeMy WebLinkAbout4710 N: 047 4
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945.8212
0060 County Road 149, Chelyn Acres, Glenwood Sprin
Job Address -
Nature of Work Building Permit
Use ofBuildingg Foundation Only
Owner Row T & Leslie de Moraes
Contractor TSC Cos,
Amount of Permit: $ 67.65 Date: April 9, 1993
Permit: 41.00
Plan : 26.65
S. Archuleta
Clerk
White - Treas.
Canary - Office
Pink Applicant
Gold - Duplicate
•
t,,;; GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT � 1
• _. PE RMIT NUMBER 1/ f /D
please print or type DATE 7 — 9 - 53
Assessor's Parcel #
TO BE FILLED OUT BY APPLICANT PLOT PLAN
ADDRESS es ,, • • ,. .• I NOTE: Show easements, property line dimensions,
SUBDIVISION _ IN,_ • • _ all other structures, specify north, and Street
6 'FILING # LOT ,# BLOCK # name. For odd shaped lots, or if space is
w ITAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) Ptn. of ' Sell . hi..7S # OF BUILDINGS NOW ON PARCEL
:i. - - ' '�?• • 1, USE OF BUILDINGS NOW ON PARCEL
w NAME Ron and de Moraec
MAILING ADDRESS 0060 County Rd 149 ----------
cITYGlenwood Springs PHONE 945 -0672 s•.„7 ad iy9
m NAME _T.... 0o /�r.r, 9 rim r
w ,ADDRESS Pe, "wr .7C /y CITY /^,,,,, .,,/.$,
o NAME T.�!' Cam.. rf� e.. e . Ye 6v, A: Q�r J��B/
L- ADDRESS /oO 43,0-> 9 t/5/
Sa CITY S.o Co__�' (,9 I
�e u�ti o Tl�
# o . IPHONE t7L -.1' �7. 3/ LICE SE p ' Me.
U L < 0 ati,..4GI
/ CLASS OF WORK GyRnG4
NEW f/ ALTERATION _ ADDITION
DEMOLISH REPAIR _ MOVE
MOBILE HOME (make /model)
S.F. OF BUILDING s-,.9? S.F. OF LOT / EXI -I
# OF FLOORS 4' HEIGHT /5“
# OF FAMILY UNITS # OF BEDROOMS guAJe
INTENDED USE OF BUILDING
GARAGE: SINGLE DEL CARPORT: SINGLE DBL
MON T PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER Ca-AV .15/
WATER SUPPLY CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED 2 /7ui:41, 21Sa
SITE PLAN Ile a <- / . • BUILDING PLANS /�--� nn !.O CA h , - - /
SANITARY SEWER CLEARANCE r hereby acknowledge that I have read his
ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I
OTHER DOCUMENTS (specify) agree to comply with all county o'bdinances
. ". .t:te 1. -s reg 1.`ing buil -ti / , construction
�/ p
/ Co ci n1A-T/ 0 VA./ L / IGN T RE' /fin �( �/ l A
�� FOR OFFICE USE ONLY
VALUATION /.- 1. 774, 1 )0;0_0 _ FLOOD HAZARD _
PERMIT FEE $ IMO; PLAN CHECK FEE $ per, 1 S CERTIFIED BLDG ELEVATION
TOTAL FEE $ ?7.b S SCHOOL IMPACT FEE $ ^/, SPECIAL CONDITIONS
DATE PERMIT I SUED
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY Al ���
TYPE OF CONSTRUCTION 44 ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING l___ S.F. OF LOT 4-t f
MAX. HEIGHT 1;g -F ROAD CLASS. -- CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT -).' OR ENGINEER
REAR RIGHT dl LEFT
OFF STREET PARKING SPACES REQUIRED
/ /rrr��i/�, . • Q�/
APPROVED. «W�/r/ -re
APPROVED: � ��� ,--- ��8 ✓�
WILDING DEPAR 'DA E PLANNING DEPARTMENT DATE
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CONTRACTOR !SC Co1.'ur /,or. l
' 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 F I
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES
THESE ITEMS ARE REQUIREMENTS FOR R - OCCUPANCIES ONLY (ONE AND TWO FAMILY l I
DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS is
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
CONTACT THE COLORADO ELECTRICAL INSPECTOR. TS OF THE NATIONAL ELECTRICAL CODE �
THERE SHALL BE A FINAL INSPECTION AND APPROVAL OF ALL BUILDINGS AND STRUCTURES I!
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d). 'i
1. Concrete for foundations and load bearing slabs is required to be 3000 psi )`
in ter 28 24 & Table 4 days - UBC ` Chapter 26. Mortar and grout shall be in accordance with �'! ;,i•
UBC Chapter 2 -
A and 24 -B.
2.
l � 4 P ! I
Masonry units, mortar, and grout shall be protected during cold weather in
accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold IIIi.,
or hot weather in accordance with UBC Sec. 2605 (f) and (g). t d '
3( Minimum concrete and /or masonry foundation reinforcement requirements are a
shown on the attachment. (Note: these minimums apply only if a foundation i !
soils investigation is not performed and the soils are assumed to have an "
• 4 expansion index of 20 or less and footing loads less than 2000 lbs /linear r''• �.
foot - UBC Sec. 2904 (a) and (b) and Sec. 2906.
,1 4.0 Foundation frost protection is 30" from finished grade to top of footing
UBC 2907 (a).
Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d) l i , {
Provide for the control and drainage of surface water away from the building
- UBC 2907 (f).
7.NA Foundation walls enclosing a basement below grade shall be damp - proofed on
the exterior with - UBC Sec. 1707
ith ap roved materials d�
P
( )
8. Foundation latex or sills shall be (UBC
P b redwood or pressure treated wood
2516 (c)), and s'
shall be bolted e to the foundation with
i h not less than 1 2" dia ...
bolts embedded at least 7 into concrete or masonry, spaced not more than
I !I 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece
- UBC 2907 (f).
9.'K/ Exterior concrete or masonry piers shall extend 8" 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 it
or metal pedestals extending 6" min. above earth and 1" min. above floor
unless treated or decay resistant wood - UBC Sec. 2516 (c) 4.
Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro f' 1'
Lams, BCI /Versa -Lams, Glu -Lams, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
iii 114 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 I
wood - UBC Sec. 2516 (c) 2. n..
12.0 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). (,
13.0 Floor joists under and parallel to bearing partitions shall be doubled UBC �'
'•' 1, 14.0AFloor j 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 joists shall be supported
{ laterally in accordance with UBC 2506 (h). +,
I. 16. Columns, posts, beams, and girders shall have positive connections provided
to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m)
17.01 Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no I
less than 3" on concrete or masonry - UBC Sec. 2517 (c) and (d) 2. 1
18.g Notches on the ends of floor joists - max. 1/4 joist depth. Bored holes not I ,
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 'J.,,;'
} located in middle 1/3 span - UBC Sec. 2517 (d) 3. 'I
19. Floor joists and /or roof rafters are insufficient for the span - UBC Table T .
25 -V -J -1 and UBC Standards.
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.
I i
1
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21.NAFloor live load shall be 40 psf - UBC Sec.2304 (a) and Table 23 -A -1 - dead ,,��
; � � loads shall be as required in UBC Sec. 2304.
Basic wind speed shall be 80 mph - UBC Sec. 2311.
3. 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 ' H
(g) Sec. 2517 5. p
240 Bearing walls supporting two floor loads are required to be a min. of 3" x ,l i t i
4 "or 2 "x 6" etude with a max: spacing of 16" on center -UBC Sec. 2517 (g) 1 i t
, 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 1 � ! _
bearing partitions - UBC Sec. 2517 (g) 8.
I 26. Wood studs may have bored holes no greater in diameter than 40% of stud
i, width, 60% of width of doubled studs (but not more than 2 successive doubled .'
4
studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec ,1
�✓ 2517 (g) 9.
(Fd Wall bracing required both sides of each corner and every 25 lineal feet
the braced panel must be a min. of 49" in width perpendicular to studs - UBC ''''
Sec. 2517 (g) 3.
28.M Approximate min. .insulation values are R -19 walls,, R-25 roofs, and R-11 "`
floors over unheated space - see plans for more specific requirements -
"Colorado Energy Conservation Standards." -
29.pIQ Foam plastic insulation shall be separated from the building interior, ,
including attics and crawl spaces, in accordance with UBC Sec. 1712. Other �I' insulation (including duct and plenum insulation and coverings per UMC
Chapter 10) including facings shall meet the requirements of UBC Sec. 1713. �
' 2 30. I)Mason v ' ^
30.0 Masonry and veneer units (5" max. in thickness) shall have min. size ,
1 of No 22 gauge 'b 1" alv. metal ties or
Y 4 No 9 gauge galv. wire ties and
'I 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 1 , ^j
' ' shall be max. of 16" on center. Approved building paper must be applied .:'
over the sheathing or studs - UBC Sec. 3006 (d). -}
31.0.Ceiling height is required to be 7 in all rooms except kitchens, hallo,
bathrooms, and storage areas which may be 7 min. - UBC Sec. 1207 (a) •i i-
1 32.AAMin. stairway headroom clearance is 6'0" - UBC Sec. 3306 (p).
33.0Min, stairway width is 36" - UBC Sec. 3306 (b) and min. landing dimension
, 1 in the direction of travel must also be 36" - UBC Sec. 3306 (g). r 1 34.0 Stairways min; run 9 "; max. rise 8 "; max. variation in rise and run 3/8
UBC Sec. 3306 (c).
35.0 Enclosed usable space under interior and exterior stairways shall be •,
protected on the enclosed side as required for one -hour fire- resistive HI
construction - UBC Sec. 3306 (m). Fire stops shall be provided in � ''
accordance with UBC Sec. 2516 (f) 2c. i! 1
I �i 36.0 Stairway handrails: min. height 34 "' max. height 38 "; hand grip S E
9 g g p portion shall - ' 1° ' h
l'
be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of f' l
'! one handrail required on all stairways with more than three risers. Min ' . ,
i' 1 1/2" space required between wall and handrail - UBC Sec.- - 3306 sed
37. Guardrails of 36" min. height shall be installed at unenclosed floor
openings and open sides of stairways, landings, ramps, decks or porches more l
than 30" above grade or floor below. Open guardrails shall have a pattern 1
A
3 or such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. p
8 Under -flo
(crawl p crawl s ace ) cross ventilation is required equal to 1 sq. ft. -
c 4
for each 150 sq. ft. of under -floor area - UBC Sec. 2516 (c) 6. � . a
{ 39.p1 Under -floor areas shall be provided with a min. 18" by 24" access opening - +1 :
UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. -in under -floor i , .
area - UMC Sec. 709.
40.0 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
i requirements: MINIMUM clear opening: 5.7 sq. ft, "(
MAXIMUM sill height: 44"
MINIMUM net clear opening p g hei ht: 24" 1 4" =
9 5.7 sq.ft.)
MINIMUM net clear opening width: 20" (x41" / 41" = 5.7 sq. . ft.) ) � )
This also applies to basement sleeping +-
p g rooms - UBC Sec. 1204.
41. Glazing in hazardous locations Iona as defined 0 in UBC e
C S c. 5406 (glazing in doors
and adjacent to doorways, and glazing in windows located within 18"
42.a 7 vertically of a walking surface) shall be safety glazed or protected. �
Glass in sloped glazing (more than 15 from the vertical) and skylights v
shall meet the requirement
' s of UBC Chapter 34. Skylights and roof and wall r '
^ r'' panels of light- transmitting plastics shall meet the requirements of UBC . r
' i� , i Chapter 52.
4 3.N a Provide combustion air for fuel burnin g equipment a per UMC Chapter 6. III'
p ment
i 44.pA Pressure relief valves and /or combination pressure /temperature relief valves '�' ' �
4 1
shall be provided with a drain line to a floor drain with min. 1" air gap
•
• i.L A e I lit I I
Id 111 ' I 4 ,1
or extended to the exterior of the building - UPC Sec. 1007. ) Ti r I'
45.4 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) I I"
46.0, Fuel burning appliances shall not be located in any room used or designed '44 4
to be used as a sleeping room, bathroom, or closet or any enclosed space ; ag.,p. i kOl. .'
opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless 1 'I ` ( u,
listed for such use). Ir 1 r.
47. App11ances (including space heating and water heating equipment) shall be 'I� 1 la
accessible for repair and removal in accordance with the UMC. 61
48.0 LPG fueled appliances shall not be installed in a pit, under -floor (crawl) d',
space, or basement - UMC Sec. 504 (f). of
49.0Appliances located in a garage (or in an enclosure opening into a garage) , �' p I : i
shall be located out of the normal path of vehicles - .,or protected from I I �'
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. y
50.0 Each water closet stool shall be located in a clear space not lees than 30 ,' ,
in width and 24" in front of stool - UBC Sec. 511 (a). it I.
51.4 Toilet rooms without operable windows shall be equipped with an exhaust 1
system ducted to the exterior - UBC Sec. 1205 (c). h
1 1 52.0 Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent I I I
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 II,
saunas or steam rooms, or on ceilings - UBC Sec. 4712. !I
53(JA 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. ''' 111
54.0 Enclosed attic and rafter spaced shall have cross ventilation of min. 1 /150 "'
of the area of the space ventilated. The area may be 1/300 if provided ^ I I
equally at lower and upper portions of the space with min. 3' vertical .I? 1 '
55.I A separation of locations - UBC Sec. 3205 (c). ,I' I
Garage side of common wall between living space and garage shall be finished )
with materials approved for one -hour fire - resistive construction. This also I` H .,
applies to ceilings and bearing walls if living space above the garage. I! 1 I I I :,
Self closing min. 1 3/8" solid , tight fitting door is required between house and
garage UBC 503 (d) 3.
56.0 Electrically wired, interconnected smoke detectors are required in all II L: 1
sleeping room access areas, near the top of stairways in upper levels, and I "!
near the bottom of stairways to basements - UBC Sec. 1210 .
57.10 Wood stoves and factory built chimneys, and manufactured fireplace units and 11
venting systems shall be installed in accordance with the manufacturers r y
listing requirements and inspected during installation UMC Chapter 9 and UBC f I,
Chapter 37. P! 1
SBA Masonry and concrete fireplaces and barbecues shall meet the requirements 1. I
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 3 1 5 . x ..
.I member - UBC Sec. 3703 (a). . !
59.
60. Ci 1 !oh
COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items
above or below are available upon request). 4
Excavations, fills, foundations, and retaining walls - UBC Chapters 23 and 'I!-P, ,
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. y I I I
Floor sheathing - UBC Sec. 2516 (h). lil
Wiring in plenums - UMC Chapter 10 and NEC.
I• .
_ Fire and draft stops - UBC Sec. 2516 (f).
_ Nailing requirements for connecting wood members - UBC Sec. 2516
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and jrubbish I,f It,.
chutes - UBC Sec. 1706. - )'I I
6 _ Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) 1,1;, "
and 2516 (g). It
- Interior application of gypsum wallboard and interior and exterior �'_
application of lath and plaster - UBC Chapter 47. Manufactured wall and I ILV
ceiling covering systems (simulated stucco, etc.) shall be installed in I,
accordance with manufacturers requirements. il r
-t _ Landings and floor level at doors - UBC Sec. 3304 (i). - -g ,,
- Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. I I
Treated Wood Foundation Systems - UBC Standard 29 -
4
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