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Home My WebLink About4283 . ,.,�. �. • ?' . 0428x3 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 3050 Trappers Lake Road Trappers Luke Nature of Work 3u.i.ldi.ug Permit. Use of Building Reconstruct Residence Destroyed by Fire Owner Rio El.anco Ranch Coutpany Contractor owner 966.08 July 'l9, 199I Amount of Permit: $ rcrtIDlt Date: Plan $380.58 R. Bennett • - ,...w....�_........ Clerk White - Treas. Canary - Office Pink - Applicant Gold - Duplicate F COUNTY �� APPLICATION ION FOR OR BUILDING PERMIT PERMIT NUMBER Q please print or type DATE '1- a [. 1 } ` L ( < ,yfI5 5SDr5 rre # TO BE TFILLED OUT BY APPLICANT PLOT PLAN ADDRESS r NOTE: Show easements, property line dimensions, a SUBDIVISION n/t1 SoA IoruA all other structures, specify north, and street ' FILING y____ LOT # BLOCK l -_ name. Fol. odd shaped lots, or if space is W TAX SCHEDULE' # Loo .small, provide separate plot plan. LEGAL (SEC /TWV /RNG) tilt/ 4.24/ 4 OF BUILDINGS NOW ON PARCEL Venn/Pk-0,1r -- NAME 9 1 - ,, - s ""'° USE OF BUILDINGS NOW ON PARCEL Lc � I MAILTNG ADDRESS •• ^<,_ 0 - 751, /PC- �e7Y' p CITY M r _.C�: X7$ • ' 44 PRONE 4 m NAME 4I Ci ., • • 14 1 FS a ADDRESS' Y �( � 3$ m CITY _ I d w ( Fktm1l{On VVl }. a NAME 1 - --. . ADDRESS 0 . ' IP 0 -7 so E ! CITY Q. ` 8►lnTT o PHONE w LICENSE # ,NSA u CLASS OF WORK NEW - ALTERATION _ ADDITION DEMOLISH W- _ N MOVE MOBILE HOME (nkske m, p J$ /(� / ✓- S.F. OF BUILDING S.F. Or LOT H OF FLOORS __a___ __ HEIGHT !.• kl,, h h • OF FAMILY UNITS ' _ N OF BEDROOMS INTENDED USE OF BUILDING A- ct r..(S €04.0 GARAGE;: vl DEL CARPORT: SINGLE; DBL FRONT PROPERTY LINE FTREPLACE —7-5# 24-=-C " — t #j_ _C ti1444 _ m DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER WATER SUPPLY s p ri h CHECK IF CORNER LOT DRIVEWAY PERMIT, _t�s� _ DESCRIPTION OF WORK PLANNED SITE PLAN $Q4'rj J er k _ - 1 ft. c o/2S /CU A fre - / ryP C a $UIL,DING. PLANS f Le. J.i.A - .hi /+ pi-EnI A - - m - - . 4. 'NQ SANITARY SEWER CLEARANCE I hereby . knowle e that I have read this SON SITE SEWAGE DISPOSAL PERMIT (52 1Al( application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances ' and state .laws regulating building construction flier SIGNATURE 2a. .,41 �4 tMtzciJ FOR OFFICE USE. ONLY VALUATION egL p _ �- FLOOD HAZARD _._Y_... PERMIT FEE $,..57e5-.Fin PLAN CHECK FEE $ .3 Ca. CERTIFIED BLDG ELEVATION TOTAL FEE $ C c SCHOOL .IMPACT FEE $ SPECIAL CONDITIONS G [ .. • , DATE: PERMIT ISSUED 13J1L0 _ (ia..t_ u n -ca w w 6) ZONING DISTRICT , (b PROBLEMS WI 1 11 PERMIT TYPE OF OCCUPANCY R_„? TYPE OF CONSTRUCTION 7 /V �y-- ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING 2 (3W rr S.F. OF LOT _ MAX. HEIGHT --"- ZZ, /ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT f Lim, e 1 OR ENGINEER 4. REAR RIGHT _ LEFT - 7 1 OFF STREET PARKING SPACES REQUIRED APPROVED: / ., - � i /f �� / "7 j APPROVED • S � / - . 73-4: l .,DING DE'A'TM NT I' T: PLANNING DEPARTMENT DATE • ♦~ _.._ .�: _:+- .�...._.. ems— r al a ) ;: 5 ().• ) % 1 1 1.' cs k�aerogecir;c o = . eae.. , cet a��ic. i s et( rsL•r r 11 12>e al 7 4 NO4 W a44 *o ff Lk ( 1 - less . W- %5-pf /6 � 1 Eec it CIritfaitcE h o! Wafer Li (sE'& bn;ldr lee clef jolt i K,. 'S S ,a4,c. sjs4Z II rr (�� a.�.sidcl 1 & ca10 ;v�. w��cl� burk4 bti' 0 i nP 'Q � lj ENARTECH Inc. Consulting Engineers and Hydrologists GAT-tht. 1.L September 8, 1993 Mr. Steve Coley 4Wir Rio Blanco Ranch P.O. Box 750 Meeker, Meeker, CO 81641 RE: Structural Inspection Dear Steve: At your request, on August 25th I conducted a structural review of two buildings located on Rio Blanco Ranch. The purpose of the review was to comply with a request by Michael Watts, Garfield Country Building Inspection, to certify that the two structures met specific code requirements. This letter report outlines my findings. Sagebrush. The Sagebrush residence is located on the southeast shore of the pond. The original structure, which was reportedly constructed in the mid 1970's, was destroyed by fire in the winter of 1989. The structure was razed the following summer. The original foundation was then utilized to support a new prefabricated log structure. The original foundation consists of a 24 "x8" footer supporting a 24 "x8" stem wall. The foundation does not extend below frost level. The foundation appears to be constructed of batch prepared concrete. Although there are a few minor hairline cracks in the stem wall, there is no indication of settlement or foundation distress. This type of minor cracking is common in foundation walls and is probably the result of concrete curing. Although plans are not available for review, it is my opinion that the foundation does contain reinforcing steel. I base this opinion on the age of the original structure, the quality of the formwork and the appearance of the concrete as well as the lack of major foundation cracking. It is therefore my professional opinion that the foundation is properly designed to structurally support the residence. During the inspection, two items were observed that should be addressed. The first area is the entrance porch canopy. As constructed, the posts that support the roof rafters rest on a log crib wall. The two foot high crib wall transfers the roof load to the porch foundation. The design of this connection results in a hinge point at the top of the log crib wall. The hinge has displaced the wall outward by approximately 302 Eighth Street. Suite 325 P.O. Drawer 160 Glenwood Springs. Colorado 81602 (303) 945 -2236 O 1 0 C9 ,¢ ' a y � re n 5 G , � b C] p g n a�w ti p ee , O Cd w Uq 0 y a LA, Ga T c7 Q 57. w W r e 7 . e e n , R' i w w� 4 1/2 0 C E": v, §-. 0 ,., A v n n P a. v) _ � 0Ca • • � Q } y 7 J O N D ` ; o a1 C .," .. �, - a O a G g C. m EA in es n UC y 0 rt @ cn 2 H 1 + V T • 'G O11 W ( . 1 n , a `ti 11 CI rt E CJ n m n H r En 0 l►l C1 C C m D a ro n e 1e a CD n t3/4711 w 0 A W N n d h . IX' n J C .P O co o CC� fti Da O 0 � > O R = G+ + ` �1 DI rt F O. 0 d' a , C � C IQ irk 0 km. e m 9- 1-.- a; C. � • I t c N C z o o 0 n b m c rt ro E . a O hi Er 0 O ca • = V+ Cd 0 errr ^ .� t Z o. vi ua O P . ,a n `e as e0 e m 5. o p na R. .0 Q -it -, n 0 w n 0 m rs O A Zs ea Oa 7 0 0 . •1 n N O Q p. 0. �, aq • ii S ,� \' /�� : 71 ofCJ Pt) A/Cl-/ - i 5°./ / / ti ll - /It IsHE N ... T i I i i pm kooR Q f X 2/. _ /30c) f• I 11 mif1Ll:, 2/ 6 t - rr HI ' I I / 1 / r // 1fr , j Lca r7- I kcaoK . ;� 7,-.75 /y..e 22,' = 7�</ 1 , i /0. U X 7.. IPA -r i ii 1 I. U: AL1411 11 2 , i3 6 'P=r2 . ) 4 1 .0 .0/ i !i ' � G7Ah. IL. OR (A A?-IoA) - . ?' . 7 / 1 Ii GR L ` r 587 50 . ul Iii i l 1 ,: I I i - • Mr. Steve Coley Page -2 two inches. It is my recommendation that the porch roof be supported on log posts that extend to the foundation level. If you desire, the log cribs can be placed between the roof posts for aesthetics and to provide a railing. The second area of concern is the ventilation of the crawl space. The foundation wall provides two 18 "x24" openings on the diagonal corners of the structure for cross ventilation. At the present time these openings are covered with plywood. It is our recommendation that you construct screened covers to allow the free flow of air under the structure during the summer months while still preventing varmints from entering the space. Larkspur. The Larkspur manager's residence was constructed in 1990. The building was designed by Rob Classen, a licensed architect located in Glenwood Springs. The plans were available for review. My structural review consisted of a visual examination of the foundation and the overall condition of the structure. I reviewed the sizing of selected structural members as shown on the plans. The architect also provided me with his design assumptions. Based on my calculations and plans review, it is my opinion that the structural members are properly sized to resist anticipated loads. Please give me a call if you have any questions. Thank you for requesting my assistance on this project. Sincerely, ENARTECH, INC. Charles Peterson P.E. Structural Engineer E ,.�� CP /des — ' p 17809 It' ' ytIh73v ' o " � Enclosure "� ^ONAL Ea. cc: =Michael Watts 1 � " 0 /001000 0 ' � C � ��`" 0329 -02(C329 2113)93