HomeMy WebLinkAbout5693 4
No. 5693
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 81.11 Strut Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
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Job Address (q County Road 309, Parachute
Nature of Work Building Permit
USCOrHu;ld;n¢ Single Family Dwelling w /Double Garage
Owner Thomas R. Cray
Contractor Dave Tonder Construction
Amount of Permit $ 1,147.50 Date October 10, 1995
Permit: 695.50
Plan : 452.00
Paid $401.05 10 -1 -95
S. Archuleta
Clerk
DllILDING PERMIT APPLICATION
OARFIE L O COMITY. COLORADO
Appiirnn (o co:iiplolo`nunlhoir11sl)RCes only_ PERMIT
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11115 1'010.111 00008105 Nlll 1. AND VOID IF WORT( 1111 CONS ADI110111lED IS zoi IIHO
nu I COMMENCED W I I 1 1111 11111 DAYS, OR IF COI I S I R I IC, I ICI 1 011 W 0111( 18 SI ISI'0I II IIi0
OR ABANDONED FOR A PERIOD 00 11111 DAYS Al ANY 111.10 A01011 WOIU( IS
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I I1ERED? CERTIFY 51IAT 11IAVE READ AI ID EXAMIIIEI 11119 APPI ICAII011 AIIO IOIOW
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IIEREIII OR 1101 II10 ORAN11110 110 A 1010.111 not i5 1401 PRESUME RI GIVE S0I1.I1EPOR
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I OCAI TAW 14E0111 AI II - I0 CONS I RIIGIIOPI 01• II IE I'E 1I001IIMANIIE OF
SETBACKS
CODS'I Y)yI1:I1()1! 19.c - -
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SIRnalwu 01 ()nisei'. COMactor 01 eulhode upon avinu ' I mlmf0n0l! wlluo 11 A 0 A____
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OudJL,U Du Pallumnl Tllryuval lu Planning Iluyolhnonl (nweli,l;au
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AGREEMENT
PERMISSION IS IIEREBY GRANTED TO TI 10 APPI ICANT AS OWNER, CONTRACTOR AND/OR 111E AGENT OF TIIE CONTRACTOR OR OWNER TO
CONSTRUCT TIIE STRUCTURE AS DETAILED 0(1 I'IANS AND SPECIFICATIONS swim T 100 TO AND REVIEWED BY TIIE BUILDING DEPARTMENT
IN CONSIDERATION OF THE ISSUANCE 00 TI ITS PERMIT TIIE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GAIIFIELD COUNTY PURSUANT TO AUTIIDIIITY GIVEN IN 3020.201 CRS AS AMENDED. THE SIGNER FURTHER
AGREES TIIAT 10 THE ABOVE SAID ORDINANCES ARL I.10T FUILY COMPLIED WITH 13 TI 10 LOCATION, ERECTION, CONSTRUCTION AND USE OF
TIIE ABOVE DESCRIBED STRUCTURE. 111E PERMIT MAY TIIEN BE REVOKED BY NOTICE FROM TIIE COUNTY AND TIIAT THEN AND THERE IT
51 IALL BECOME NULL AND VOID.
TIIE ISSUANCE OF A PERMIT BASED UPON PIANS, SPECIFICATIONS AIdD OTHER DATA SIIALL NOT PREVENT TIIE BUILDING OFFICIAL FROM
TIIEREAFTER REOLIIRING TIIE CORRECTION 00 ERRORS 13 SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING
OPERATION BEING CARRIED ON II IEREUl10E1t WI1011 IN VIOI ATION OF THIS CODE 011 ANY OTI TER ORDINANCE OR REGULATION OF THIS
JURISDICTION.
1110 REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TIIEREAFTER DOES NOT CONSTITUTE AN
ACCEPTANCE OF ANY 8 0 8 1 0 1 1 5 1 1 ) 1 1 1 1 0 5 OR LIABILITIES BY GARFIE_I-D COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. TIIE
RESPONSIBII IT? 0011 71105E ITEMS AIID IMPLEMENTATION 01131148 CONSTRUCTION RESTS SPECIFICALLY WITII TIIE ARCHITECT, DESIGNER,
BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT 00 THE OWNERS INTEREST.
Garlorin 003 1 I IERERY ACKNOWI EDGE TIIAT I HAVE READ AND UNDERSTAND TIIE AGREEMENT ABOVE (INITIAL
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FILE NO.. 9503031
EXHIBIT "A"
Bearing from solar observation a tract of land located in the
SW1 /4NW1 /4, Section 4, Township 7 South, Range 95 West of the 6th
P.M., more particularly described as follows:
Beginning at a point on the south line of said SW1 /4NW1/4, Section 4,
whence the west 1/4 corner of said Section 4 bears North 89 °21'57"
West 708.39 feet; thence North 00 °38'03" East 406.46 feet to a point
in the Garfield County Road 309; thence South 85 °12'26 East 124.00
feet along the center line of said County Road 309; thence South
62 °32'19" East 395.59 feet; thence South 08 °11'11" West 220.85 feet
to the south line of said SW1 /4NW1 /4, Section 4; thence along said
south line North 89 °21'57" West 447.36 feet to the POINT OF
BEGINNING.
TOGETHER WITH a non - exclusive easement for ingress and egress
situated in a tract of land in the SW1 /4NW1 /4 of Section 4, Township
7 South, Range 95 West of the 6th P.M., Garfield County, Colorado.
The said easement being 20 feet in even width and lying Northerly of,
adjacent to, and parallel with, a fence line as built and in place
and described as follows:
Beginning at the West 1/4 corner of said Section 4 thence North
88 °59'39" East 31.80 feet to the POINT OF BEGINNING; thence North
L83 °23'39" East 368.25 feet; thence North 83 °23'39" East 306.84
feet, more or less, along said fence line to the westerly line of
said Tract.
The Northerly line of the above described easement is extended to
terminate on the westerly line of said tract. The bearings for this
description originate from a solar observation taken at the West 1/4
of said Section 4.
• Calculation Record
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Calculation Record
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PERMIT il— __ - -- OWNER i a:2 .0(4 - -
CONTIZ ([TOR Q_ - -
'1'11E FOLLOWING CITES MAY HAVE BEEN O1.11'1'TED FRON YOUR PLANS OR MAY NOT COMPLY WITH
:1715 PIIOVIS(O1 oi' '1'111 UNIFORM I111L1,UING 00055- PLEASE CHECK ALL CIRCLED ITEMS
11550111: 111101.11bl]NG COMSI'111101'1O(1. All, 1t1EFEIIENCES ARE 1900 EDITIONS OF T11E CODES.
111E5E 1)11(15 ARE IIEQUIIIEIIEN7_S FOR ll -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY
DWELLINGS) n111) ARE MOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS
A GUIDE '1'O SOME OF '1'115 MOST OFTEN ENCOUNTERED QUESTIONS RELATED 710 CODE
REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT TEE BUILDING
SITE 001111IG CONSTRUCTION. FOR ANY REQUIREMENTS OF 7 NATIONAL ELECTRICAL CODE
(:on 111E COLORADO ELECTRICAL INSPECTOR.
7'NI'll(I. SHAI.1, 1115 A FINN INSPEC'T'ION AND APPROVAL OF ALL 0111LU(NGS AND STRUCTURES
Wl1Ell COMPLE7'1:D AND READY FO1l OCCUPANCY AND USE - UDC SRC. 305 (d) .
1. Concrete for foundations and load bearing slabs is required to be 3000 pSi
In 20 days 0110 Chapter 26. Mortar and grout shall. be in accordance with
(1(1C Chapter 21 F Table 24 -A and 24 - -11.
2. Masonry units, mortar, and grout shall be protected during cold weather in
accordance with URC Sec. 2104 (c.). Concrete shall be protected during cold
or hot weather In accordance w,tI:lr 11110 Sec. 2605 (f) and (g).
3. minimum concrntc and /or masonry foundation rel rl rorcement requirements ore
shown on the attachment. (Note: these mLnlinms apply only If o foundation •
soils investigation Ls not performed and the soils are assumed to have an
expansion index of 20 or less and footing loads less than 2000 1bs /linear
foot - U11C Sec. 2901 (a) and (h) and Sec. 2906. _
I.., Foundation frost protection Is 30" from finished grade to top of footing
� ` LBW 2907 (a).
5,-, Foundations s( extend a min. of 6" above finished grade - 11LIC 2907 (d).
Provide for the control and drainage of surface water away from the building
- (1110 2907 (f).
A , � 7 ' Foundation walls enclosing a basement below grade shall be damp proofed on
the exterior with approved materials - UDC Sec. 1707 (d).
0. Foundation platen or silts shall he redwood or pressure treated wood (UDC
2516 (c)), and shall be bolted to the foundation with not less than 1/2" dla
bolts embedded al: least 7" into concrete or masonry, spacer) not more than
6 feet apart, min. of 2 bolts per piece and wlthln 12" of each end of piece
- UDC 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 " niin. above earth and 1 " m i n . above floor
unless I:i:eaterl or decay resistant. wood - (1110 Sec. 2516 (c) 4.
10� Manufactured trusses, and manufactured Jo Ls f.s and beams (.1..e. TlI /T11.cro
L 110( /Verna- l,onu;, 0L.11 Laois, rit.c.) shall he sized and installed in
accordance with the ntanufl:111:05s requirements.
11 blood joists or floor beams located clo t 10" or wood girders closer
/ � Chou
12 to Lhn ground in crawl spaces shall. hn treated or decay resistant
world - (1110 Sec. 2516 (c) 2.
12. Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and rinds unless treated or decay resistant wood - UDC Sec. 2516 (c)
5. Ends of beans and girders shall have min. 3" of bearing on masonry or
concrete - NBC Sec. 251.7 (c).
13. Floor Joists under and parallel to bearing partitions shall be doubled UDC
2517 (d) 5.
/ Floor joists require full depth solid blocking and must lap a min. of 3"
over bearing supports - (IDC 2517 (d) 3.
15. Bennis, roof rafters, and ceiling and floor joists .shall he supported
laterally in accordance with (1110 2506 (h).
16. Columns, posts, beams, and girders shall have positive connections provided
ensure against both uplift and lateral displacement - UDC 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. mnso`iicr Sec. 2517 (c) and (cd) 2.
10. Notches on the ends of floor joists - max. 1/4 joist depth. Bored holes not
• / within 2" of top or bottom of joist and liol.e diameter no larger. than 1/3
depth of Joist. Notches at top or bottom shall not exceed 1/6 depth and not
located In 111i_d 1/3 span -- 11(10 Sec. 2517 (d) 3.
19. Floor: joists and /or roof rafters are insufficient for the span - UDC Table
25 -V -J -1 and (111C Standards.
20 Roof live load (snow load) shall be jLti'i-L._below 7,000 feet elevation -UDC
Sec. 2305 (d) -dead load, shall. be as required In (IBC Sec. 2305.
floor live ]ond shalt be 40 psi - (1110 Sec.2304 (a) and Table 23 -A -1 - dead
- lands sh be a r equired in UDC Sec. 2304.
22 Iknsic wind speed shall be 00 mph - II10 Sec. 2311.
2.3_- Menders over wnl1 openings 4' wide or less nhall be doubled 2" framing
].umber on edge. Over 4' wide the header shall Ire sized for the span - 13130
ace. 2517 (g) 5.
2A. 11c a rJ n wa11.s su ppor CLn I:wo f loads re_ roqu l_rerl to be n min. of 3" x
4 "or 2 "x 6" shad.^, wi Llr a nmx. spacing of 16 on cenl'or -IIUC Sec. 2517 ((9) 1.
25. Wood studs may be cut or notched to a depth not exceeding 251 of width in
- exterior wails and bearing partitions and not exceeding 401 of width in non-
bearing partitions - 1)00 Sec. 2517 (g) 0.
26. Wood studs may have bored holes no greater in diameter than 401 of stud
width, 601 of width of doubled studs (but not more than 2 successive doubled
studs). No holes shell he bored nearer than 5/0" Co edge of stud - UDC, Sec_.
2517 (g) 9.
27. Wa1.1 bracing required both sides of each corner and every 25 lineal feet -
/_- the braced panel must be a rain. of 40" in width pnrpend Lculnr to studs - UDC
Sec. 2517 (y) 3.
20, Approximate min. insulation values are 0-19 wail.,,, I1 -25 rooks, and R -11
.% floors over unheated space. - see plans for more specific requirement
"Co lorndo lenrn'gy Conservation standards.
7 Foam plan tic [nsulal :Ion shnll be separated from the building interior,
including oCCi - and crawl space:, in accordance with 11110 Sec. 1712. Other
insulation (inc Lading duct: and plenum innnl.nl:l.nn and coverings per. UMC
Chapter_ 10) including facings shall meet: the requirements of UDC Sec. 1713.
30. Masonry and steno veneer. units (5" max. 111 thickness) shall hove min. size
of Ito. 22 gauge by L" gals. metal. tins or. No. 9 gnugn gnl.v. wire ties and
spaced to support not more than 2 sq. fl :. 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 - UDC Sec. 3006 (d).
A• 31. Cel1.ing height is required to be 7'6" in all rooms except kitchens, halls,
bathrooms, and ,storage areas which may be 7'(1" min. - UDC Sec. 1207 (n).---
32 Min. stairway headroom clearance Ln 6'0" - UDC' Sec 3306 (p). - -'
31_, Min. stairway width is 36" - UDC Sec. 3306 (h) and min. landing dirnensiorn
Ln the direction of travel must: also be 36" - 11110 Sec. 3306 (g). 1
34 Stairways rain. run 9 "; max. rise 0; max. vat:l.st:ion In rise and run 3/0" -
IIDC Soc. 3306 (c).
35. Onr_losorl usable apace under l.nl.erlor and exterior st:alrwayn shall he
protected on the enclosed side as required for one -hour fire - resistive
construction - UDC Sec. 33116 (nr), Fire stops shall he provided in
accordance with 1100 SOC. 2516 (f) 2c.
36. Stairway hnndr.atls.: rnln. height 34� max. height ]0' handgrip portion shall
be not, less I:Ilan 1 1/2" nor more I:Irnn 2" In x- nect.lon dimension. Min. of
one handrail required on n1J stairways with more than three risers. Min.
1 1/2" space required between wail and handrail - UDC Sec. 3306 (j).
37. Guardrails of 36" min. height shall hn Installed at unonclosed floor
--'-' openings and open sides of stairways, landings, ramps, docks or porches more
than 3(I" above grade or floor below. Open guardrails shall have a pattern
such that a sphere 6" in dia. cannot pass through - uric Sec. 1711.
30. Under- floor ( crnwl spare) cross ventilation Is required equal to 1 r,q. ft.
for each 150 sq. ft. of under-floor area - 1111C Sec. 2516 (c) 6.
19. Under-floor areas shall be provided with n min. 10" by 24" access opening -
1111C Sec. 2516 (c) 2. 31)" by 30" min. it mechanical equip. in under -floor
area - 11MC [Inc. 709.
40. All sleepi.nq rooms below the fourth story without a door opening to the
-j` exterior shall have at least one operable window that meets the following
requirements: I111111IIII clear npcuing: 5.7 sq. ft.
MAXII4UM sill height: 44"
MINIMUM net clear opening height: 24" (x34 1/4" - 5.7 sq.ft.)
MINIMl1U not clear opening width: 20" (x41" - 5.7 sq. ft.)
This also applies to basement sleeping rooms - UDC Sec. 1201.
41. Glazing In hazardous locations as defined In UDC Sec.. 5406 (glazing in doors
and adjacent to doorways, and
y. glazing In windows located within 10"
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 requirementn of UDC
Chapter 52.
. Provide combos Lion air for fuel burning equipment per 11)10 Chapter G.
44. Pressure relief. valves and /or Combination pressure /temperature relief valves
✓'� sha11 he provi- rl : :ed with a drain line to a floor drr,.1.11 with min. 1" air gap
or extended to the exterior of the building - UPC Sec. 1007.
45. Domestic dishwashing machines shall not he directly connected to a drain or
waste disposer without the use of an approved nirgnp - UPC Sec. 600 (d):
46. Fuel burning appliances shall not be located in any room used or. designed
to be uned as n sleeping room, bathroom, or closet or any enclosed space
opening Into such room or space" UPC Sec. 1309 and IJMC Sec -. 704 (runless
listed for such use).
47. Appliances (Including apace healing and water heating equipment) shall be •
® accessible for repair and removal In accordance with the UMC.
Nem LPG fueled appliances shall not be installed in a pit, under-floor (crawl)
space, or basement: - 0110 Sec. 504 (f).
49. Appliances located in a garage (or In an enclosure opening into n garage)
sha1.]. be located out of the normal path or vchlclen or protected from
damage. Any portion of the appliance creating a flame, spark or glow shall
be installed a min. of 111" above the garage floor - UMC Sec. 500.
50. Each water closet stool shall be located In a clear space not less than 30"
in width and 24" In front: of stool - 11130 Soc. 511 (.a).
51. 'Toilet rooms without operable_ windows shall. be equipped with an exhaust
system ducked to the exterior. - U0C Sec. 1205 (c).
52. Showers and 'I'ub /Shower enclosures shall. have a smooth, hard, nonabsorbent
surface to a height of 70" min. above the drain inlet - IIDC Sec. 510 (b). •
Walser- resl.stent gypsum board shall not be used over vapor barriers, in
saunas or stream rooms, or on ceilings - UUC Sec. 1712. •
53. Attic access opening of not less than 22" by 30" In required - UUC Sec. 3205
(a). 30" by 30" if mechanical equip. In attic space - UMC Sec. 700.
54. Enclosed attic and rafter spaces shall have cross ventilation of min. 1 /150
of the area of the space ventilated. The area may he 1/300 if provided
equally at lower and upper portions of the space with nil.n. 3' vertical
separation of locations - Ul1C 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. 'Phis also 1
applies to ceilings and bearing walls Sf living space above the garage. 1
Self closing min. 1. 3/0" solid , 1 :1 nlo: fitting dery is rotated between house and
I;nca[le 111'0 Sn1 (d) '1.
56. Electrically wired, Interconnected smoke detectors are required in all
sleeping room access areas, near the Lop of stairways in upper levels, and
near the bottom of stairways to basements - UDC 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 UDC
Chapter. 37.
50. Masonry and concrete fireplaces and barbecues shall meet the requirements •
of 111)0 Chapters 23, 21, 26, 27 and 29. A chimney nhaui not support any
• struclrural load other than its own weight unless designed as n supporting
member - 1313C Sec 3703 (a).
59.
60.
COPIES OF '1111E 1'1'EM(5) CIIECY,ED BELOW ARE ATTACHED (Cordon of any of the items •
above or below are available upon request).
Excavations, fills, foundations, and retaining walls - 0110 Chapters 23 and
29.
. Retaining walls - 01)0 Sec. 2300 (b) and 2907 (g) 4.
__ Roof coverings and drainage - WIC Chapter. 32 (Roof drains sized in
accordance with U1'C Appendix D) .
Roof sheathing - UDC Sec. 2516 (1).
' . Wood combined with (supporting) masonry or concrete - UDC Sec. 2515.
__ Floor sheathing - UBC Sec. 2516 (h).
_ Wiring in plenums - UMC Chapter 1.0 and NEC.
_ Fire and draft stops - UDC Sec. 2516 (1).
__ Nailing requirements for connecting wood members - 11130 Sec. 2516 (J).
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes - UDC Sec. 1706.
__ Exterior wall coverings and exterior weather protection - UDC Sec. 1707 (d)
and 2516 (g).
__ Interior application of gypsum wallboard and interior and exterior
app]I.eaLioa of lath and planter - 010 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 - UDC Sec. 3304 (1). •
__ Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
__ Treated Wood Foundation Systems - 1111C Standard 29 -3.
•
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THM CARD Lil POETEb OH THE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BuiLDING ;it ER-: i lia
GA FIELD COUNTY, COLORADO
Date Issued j.) _,. Zoned Area Permit No
A AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with
all laws and regulations related to the zoning, location; construction and erection of the
proposed structure for which this permit is granted, and further agrees that if the above
said regulations are not fully complied with in the zoning, location, erection and
constructio of the above descr'bed structure, the permit ma then revoked by notice
from iii d„, s' : B �' ding I • i • for and IMM D LY O U %VOID,
Use . -1 . i ' : i 'i
Address y Lega a llDescriptio �^ 0 9, ' j C.
Owner /! !S l/ Ya e: } Contractor f 7 ti ` } S .
Setbacks Front i de Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD S <. T7c-' r—��4
Zoning Roof Covering
r,,- Lt ` " - <-“ i � STATE inspector)-W/
°' 9 is /%, - Electric-Final (Y /iii,-‘ 7i-=
C ,Y,J,, e 'I, _
Footing �,. �.y5' ?��� i •
Foundation i _ _,, / X,
Plumbing- Underground i a .,, -.ti.
Gas Piping h - , .,-- /J Heating Ventilation
Frame Ij- l5—C / $'i--- Insulation 1g -o_ 9s-y i , y
Plumbing-Rough uor, � r: ,t_,L i e;:,--!--- s Drywall � 22- -i-5 _
Electric -Rough / Z. - MS - 0 '
(by STATE inspector) Final 7 -- 7/ c I- -
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING —
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945 -8212 10 9 8th Street, County Courthouse, Glenwood Springs, Colo.
API:TONED DO NOT DESTROY THIS CARD
Date /MOP s By 01 113
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