HomeMy WebLinkAbout5672 No. 5672
GARIIELD QOUNJY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suilc 303
Glenwood Springs, Colorado 81601
(303) 945 -8212
Job Address 0029 335 Road, New Castle
Nature of Work Building Permit
Use oflludding Restroom Addition
Owner Edward Nicholson
Contractor Bob Layman
Amount of Perrnit s 222.75 p ale September 18, 1995
Permit: 135.00
Plan : 87.75
Paid $87.75 8 -31 -95
m S. Archuleta
Clerk
BUILDING PERMIT APPLICATION
2 OARFIELD COUNTY, COLORADO
AE.l icanttoc o / ete numbered s. aces onl. PERMIT NO. c�io _ •ARCEUSCHE
JOE ADDRESS £O' /_ 9 33C Fr, � as 41 - -__ __ __ —_
1 LEGAL LOT NO. BLOCK SUBDIVISION
DESCR.
OWNER A
2 'i ,jl ADDRESS .4 3 " PH: " _5E32 WK, PH. ( 7.
3 CONTRACTOR . .. 4114 ADDRESS 0 4 r. _ 4 . �i ; LICENSE NO. ' % al
4 ARCHITECT OR DESIGNER S . ADDRESS LICENSE NO
5 / ADDRESS 1( PH. 1( LICENSE NO.
6 S.F OF BUILDING • S.FOF LOT (o•010 HEIGHT /3 Y NO. OF FLOORS
•
7 USE OF BUILDING /A/[.. D e d/n
8 CLASS OF WORK: o NEW • DDITION id ALTERATION a REPAIR a MOVE o REMOVE
9 DESCRIBEW /[ ORK: . 1 - pi .. A /' ('�r T'tl GG
10 GARAGE SINGLE DOUBL CARPORT SINGLE DOUBLE
El( s lzhQ
DRIVEWAY PERMIT Na ONSITESEWAGEDISPOSAL PERMIT A) 0 . ` SITE PLAN v .03 I
er
11 VALUATION OF WORK:$ 1 a l OQ 6 ADJUSTEDVAL$ I PLAN CHECK FEE - a 7, 75 I PERMITFET3 ? 0 0
SPECIAL. CONDITIONS: SCHOOL IMPACT FEE_ _ NO.OF BUILDINGS ON USE OFBUILDINGS NOW ON
itt PARC PARCEL
C TOTAL FE6 2 21 7 r OCC. GR. CONNST. TYPE
NOTICE 'WATER SUPPLY DATE PERMIT ISSUED 9 -,4-9s
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING. SPECIAL APPROVALS REQUIRED RECEIVED NOT REQU/RED
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING
NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED C/
OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED. HEALTH DEPT.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW
THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT.
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. - THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LOCAL LA R `ULATING CDNSflUCTION OR THE PERFORMANCE OF SETBACKS •
CONSTRUC O _ /� ) .._II ! 7
C C /, 1 q","_ ' L_1 -
(01 u .Z(-9. 3
FLOOD HAZARD
Signature of It. ) or au
er, Contractor othorized agent h a nderstood nno above.
y / ...�� �� / ' �7., (17.—. MANUE HOM —
• Building Department Approva/d. e Planning Depa ,ApprovaIIdate _
OTHER
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR OWNER TO
CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT
• IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY - GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER
AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF
THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT
SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING
OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS
JURISDICTION. '
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 ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL /L. ),
A
\ \ \\ METAL ROOFING OVER ROLL ROOFING OVER [/ /� __
\\ 5 /B' PLYNOOD OR OSB OVER PREFAB TRUSSES. A/' U
� :'
Ell yillF' a • 4 � �
PROVIDE , ROOF OR /
\
DOURO INSULATION) '\ 441
1/2 DRYWALL t A �
FACIA BOARD
` DOUBLE TOP PLATE " '°?
GENERAL NOTES:
1, TRUSSES TO BE DESIGNED AND
BUILT TO WITHSTAND A 40 PSF
SNOW LOAD._
2. BASIC WIND SPEED= 80 MP1 UBC SEC, 2311.)
3. DEAD LOAD PER CONSTRUCTION. ______--- SIDING
4. MIN. FROST DEPTH PROTECTION
TO BE 36".
5. CONCRETE TO BE 3000 PSI AT 26 DAYS.
6. REINFORCING STEEL TO BE MIN. GRADE 40. 2x6 5ID0 WALL (STUDS AT 16 0.0.)
(PROVIDE R19 INSULATION)
7. ANCHOR BOLLS TO BE MIN. A -36 ST
B. STUDS TO EE . BE "NATIVE SPRUCE
OR HEM FIR" LUMBER. / HA
1/2" ASPHALT IMPREGNATED SHEATHING EXCEPT AS FOLLOWS:
9. BEAMS, PLATES AND HEADER LUMBER TO ! PROVIDE WALL BRACING OF 1/2" PLYW00D OR OSB PANELS
BE NATIVE SPRUCE OR /'2 HEM FIR ON ALL CORNERS AND EVERY 25 LINEAL FEET.
LUMBER. (EACH PANEL MUST BE A MINIMUM OF 4' PERPENDICULAR
TO THE STUDS.)
10. MIN. CEILING HEIGHT= 7 -6.
11. INSTALL TJI'S AND MICROIAM LUMBER
MEMBERS ACCORDING TO MANUFACTURER
REQUIREMENTS AS APPUCABIE ,
1/2' DRYWALL
3/4' T &G PLYW000 OR 058 NMBERSTRAND RIM
(GLUE AND NAIL TO JOISTS) �7
7 1/7x6" A.B. AT 4' -0 MAX SPACING
(INSTALL PER UBC SEC 2907 (1))
RFOWOOD OR PRESSURE TREATED W00O PI ATE
"
NOTE: BLOCK SOLID BETWEEN TJI'S1 1 SLOPE AWAY A MIN. OF 1 FT IN 10 FEET
(INTERIOR BEARING WALLS /B BEAMS. ETC...). iLt
#5 BAR AT 16 0.0.
(DOWELLED OUT OF
000050)
R5 BAR A T 12 O.C. r r - . : 4--: R 1 r ,. A %"l
(HORIZONTAL R01110) 3• -6 1 ')4 '}
T
CRAWL 1 T_ J r' '',.'0 . :-
SPACE DAMP —PROOF FOUNDATION WALL T 4( 1 ! t f l
L , r
113' MIN. e _ E. . .. '� . .. . .., ..
- - ' • ' .��Q� L f 1? -.
/ / /// I. ,:- OUT
k 24 ' REINFORCE 0001N0 WITH 3/5 BARS 1
r 24 CONTINUOUS. ALTERNATE HOOK DIRECTION .. 'i: 1 , . '-
OF VERTICAL WALL DOWELLS) _ ^
TYPICAL CONSTRUCTION
NO SCALE
.
SCHMUESER GORDON MEYER, INC. O8 �ri 0 Is�o,v ��d c(, 1,m,y
118 W. 6th St. Suite 200 P.O. Box 2155 SHEET NO. / OF
Glenwood Springs, CO 81601 Aspen, CO 81612 t / S
FAX
(303) 945-1004 945-5948
( FAX (3) 925-6727 CALCULATED BY
52757 1��� DATE >— 3
'n CHECKED BY DATE
La( 1 11 3 '
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PARCEL : 3B ..
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p o- FRAME HOUSE W/ S.
N - s COMPOSITION ROOF - X
RO � �O \ `P` .50 o h ' PUMP HOUSE of
20' WATER PIPELINE th
T no
�" � EASEMENT_ _ al
No C9 p7T , ,_ 9
385 \ Y / x f
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A =29 ° 42'12'
2.1 o
K. / ' t \ \3
23 a ?
R =55878 N "m cur
L= 289 " T
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�1� _ le:
j� / CHD =S.51 ° 5701 ° rr . 1 , co - Col
` t ' 1 286.48 ��\ t
M/ \ ( \ x Dec
Lin T
J �� �+ ��_ 20' WATER
1 Sin t/� EASE
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N, \ X
, - x - < - -!� - 20 ACCESS \ \ \
tered Land Surveyor, of the state of Colorado x
shown survey, was done by me or under my direct 1
?ct to the best of my knowledge. All easements 8=11782'5
hereon. R= 817.82'
L =238.38'
y \
CHD =S.28 ° 44'34 'E \
237.74' _ 1
Medford L. Coolbaugh, L.S. 10871 �`
r\
A
5.20 665 1 4' E ■c.
,t 4 ! -.E- g q -
S 18°42 3 r x
30"E.,
.... —i 51.69
4
s
RCEL 3B '
Tract of Land in the N1 of the SW; of Section 12, T.6 S., R 92 W. of the 6th Principal °
ridian, in Garfield County, Colorado, and being more particularly described as follows
ginning at a point from which the N; Corner of Section 7, T.6 S., R.91 W., bears
57 ° 21'39 "E. a distance of 7128.11 feet; thence N:11 ° 29'01 "W., adistance of 810:42 to a
int on the approximate south bank high water line of the Colorade ver;' thence N.15 ° 59'31 "E
distance of 279.06 feet to a point on the centerlindeof the Colorado River; thence N.62R12141 "W.
J along the centerline of the said Colorado River, a distan e of 328.92 feet, thence
27 ° 47'19 "W. a distance of 261.59 feet to a point on the app9oximate south bank high water
ne of the said Colorado River; thence S.27 ° 47'19 "W. a distance of 294.74 feet la a point op
northerly' right -of -way line of County Road No 335; thence S'.66 ° 48.03 "E: and the`. -
therly right -of -way line of said County Road No 335 a distance of 134.11 feet; thence continuing
,ng said northerly right -of -way line, along a curve to the right having a central angle of
'42'12", and a radius of 558.78 feet, for an arc length distanc of 289.68 feet+ thence ;:,-';?`t
.7 ° 05' - 51 "E. and continuing along the said norterly right -of -w ine, a distance of 218:75
; thence continuing along the said northerly, right -of -way li : long a curve to the right,
At
ring a central angle of 16 ° 42'35 ", and a radius 8 7.8ifeet an arc length distance.
3.38 feet; thence 5.20 °23'16 "E. and continuing aior>aid northerly right -of -way line for
Ristance of 66.54 feet, thence continuing along said herly right - - way line along a..
•ve to the left having - a central angle of 16 0 00'30" radius of 185.79 felt for an arc
igth distance of 51.91 feet more or less to the Irue point of Beg'nning of Parcel 3B.
,taining 6.264 acres more or less.
, ignation'(parcel 3) taken from a survey by Scarrow & Walker dated April 3;197,
elk a e
PIPELINE -
/ENT - -
ix
EASEMENT -
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BERNHARDT PROPERTY
DATE 7/10/81 t JOB NO: 81155
SCALE: I"= 100' St DRAWN BY: C.J.
( SHALE COUNTRY , SURVEYIN(
Suite 2, 109 E . 3rcl St. Rifle, Co. 81650
Phone : -'625 - 3158