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Home My WebLink About4414 mo ws- r ' i :«:$i. .,ce'sS`'a <ti si y1 7 � 'k '°'�' a F. h ', S �— rh t \ , .iit„,,,. T 6 �' ,* r d:: F vk C/ �f.F`� ✓ ��( F Y b 1 1 1 e Y , ,� („ m yw _ x ,•- GA COUNTY y ?, g - K BUILDING, SANITATI fl '. i� 'r PLANNING, DEPARTMENT 'At, ' , q '%*, r 109 8th • Suite 303 ^ } 1 ',1. Glenwood Spr AI • lorado 81801 - d B a • ` �` 4 ' . , (303) •1 3 r.'12 _ - - a .. , , -lilt • y Y 4 p . 'S x ' ' �' «�,. C.R. 115 Ole •wood Spr • =i. :a" ' t '' i) r ^ lulr :- ..- r � . � y 3 y 4 �� eS b � 4 'ii 'I + "1 • I. y B Ririe R11t11eYfo d q s � . " ) t re 4: . t ien r \ "a` C 'MIT': jf �R U b %•••• 773.03 Date: March 3 992 t'tii t lhontit $468.50 pla $304.53 ty " - I'' t. R. Beunstt �r.: FI S r i " ` a « 1 ''.' i s t«+ .' Ni 5 y e k' 4 i�y'. 1 L i - • f ; 1 90 9 CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT GARFIELD COUNTY, COLORADO « 2 doors barricaded (one has no balcony, one no steps) Issued Without Fee Please call when they are done. August 14, 19 92 F , Permission is hereby granted to Don and Karla Rutherford Building Permit No. 4414 Zone District A /R /RD - situated at 4006 County Road 115, Glenwood Springs Lot Blk._Addition for the following purpose - Single Family Dwelling Unit (State atf ro f Uee) Contractor Colons Construction TAKE NOTICE - - White: Whi : Owner a No change shall be made In Green: Lending Agency the use of this building without Gold: Contractor - GARFIEL - COUNTY BU RUIN G DEPARTMENT Nor notice and certif p Icete Yellow: Building Department �- from the au&ling gKldal. Pink: Assessor By . p % - ±fit - / ( C : 7 ) /2,, /(>, E ■ t /78 L-. 7-7L 7777 n L:C i 5 1993 kij (J4& ; : :11.0 (':wry / December 1311, 1'3'33 /47 Garfield Building & Planning Art Hougland 109 8th Street, Suite 303 Glenwood Springs, GO 81601 -3303 Dear Mr. Hougland, We are requesting an extension until August 1, 1994 on our temporary completion order for our personal residence located at. 400E County Rc.ad 115, Glenwood Springs: The reason for this request. is the additional time needed to complete the deck on our home. For safety we have removed the hardware from the sliding glass door in the living roam area, blocked access to the outside entrance of the bedroom and blocked access tczthe steps and decking framework. These precautions will remain in place until we have received the permanent complet.iczn order from the building depart.ment.. With great appreciation, i /gi,/ Icon & Karla Rutherford ' 400E county Road 115 Glenwood Springs, CO 81601 (303) 945-6120 1 r 'lo1� i.:'r inn r , 1 GARFIELD COUNTY i � _ i APPLICATION FOR BUILDING PERMIT ' ` (IL t 1 199 PERMIT NUMBER ii please print cr type DATE % 7 j -9 ��d S 2/8 TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS 4 ds L C ,kj !15 NOTE: Show easements, property line dimensions, SUBDIVISION all other structures, specify north, and street cp ( FILING LOT -' 9 i # Z9 name. For odd shaped lots, or if space is W TAX SCHEDULE # OS S 5 isT� 0N too small, provide separate plot plan. (LEGAL (SEC /TWN /RNG) T [ , , ..' i - - • # OF BUILDINGS NOW ON PARCEL ci NAME ma - �. USE OF BUILDINGS NOW ON PARCEL sinrn i G ADDRESS 3 ro -_t o CITY - - , �.. f ._ PHONE t , a -. m NAME ci w ADDRESS CITY CL NAME 0 r2 ADDRESS CITY o ( PHONE LICENSE # v CLASS OF WORK NEW / ALTERATION _ ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) S.F. OF BUILDING 1�1s S.F. OF LOT # OF FLOORS 1_ HEIGHT # OF FAMILY UNITS 1 # OF BEDROOM 3 INTENDED USE OF BUILDING Persrad IZeslctpnoe. _. GARAGE: SINGLE DBL/CARPORT: SINGLE .DBL FRONT PROPERTY LINE FIREPLACE worrIF DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER On,,„}U i 5 WATER SUPPLY CHECK IF CORNER LOT DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED _142W Ceg%r \e nre. SITE PLAN BUILDING PLANS SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL PERMIT aopZicati.on and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and state laws regulating building construction /,/ 9 r 6� O / 7/1 SIGNATURE ` Y �i Kam// FOR OFFICE USE ONLY VALUATION " 47/ ¢1/' DC) FLOOD HAZARD PERMIT FEE $4 g,SDPLAN CHECK FEE $3047_ CERTIFIED BLDG ELEVATION TOTAL FEE $ 773,0 SCHOOL IMPACT FEE $ aOO.LZ SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT /¢lR/k h PROBLEMS WITH PERMIT TYPE OF OCCUPANCY g- 3 TYPE OF CONSTRUCTION k &/' ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING an_ S.F. OF LOT - ?,c(d _ MAX. HEIGHT ----/ 7 ' ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED /� - ' a� r e APPROV e t Ar� // .. f0 , i t APPROVED: < _, / 4 ,6 1 2 6 c/ '7 f B 'LDING EPA'TML'T . DAT' PLANNING D PA'p ENT DATE • LOT BOUNDARIES LOT 9 LOT 10 LOT 8 \ } j I PIT I I I � _I EXISTING F BARN • in II PIT 2 PROPOSED RESIDENCE p • I • o • O U • • APPROXIMATE SCALE I " = 100' 4 287 91 CheneNorthern,Inc. LOCATION OF EXPLORATORY PITS Fig. I r - + Chen€Northern Inc. Consulting Egli Innis and Scientists t 50130 Road 154 Glenwood Springs, Colorado 81601 303 945.7450 303 9452303 Facsimtle June 11, 1991 Don Rutherford 448 33rd Street Glenwood Springs CO 81601 -4408 Subject: Subsoil Study for Foundation Design, Proposed Residence, Lots 8, 9 and 10, Spring Valley Ranch, 4006 County Road 115, Garfield County, Colorado. Job No. 4 287 91 Dear Mr. Rutherford: As requested, Chen- Northern, Inc., conducted a subsurface study for design of foundations at the subject site. The study was conducted in accordance with your verbal authorization on May 13, 1991. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsoil conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the residence are included in the report. Proposed Construction: The proposed residence will be one -story wood frame over crawl space. We assume excavation for the building will be cut in multiple levels from about 2 to 4 feet below the existing ground surface. A detached garage will be located east of the residence. For the purpose of our analysis, foundation loadings for the structure were assumed to be relatively light and typical of the proposed construction type. If building loadings, location or grading plans are significantly different from those described above, we should be notified to reevaluate the recommendations contained in this report. Site Conditions: The building site is located on a gentle, south facing slope. At the time of our field work, the site was vacant and vegetated with grass, weeds, sagebrush and scrub oak. An irrigation ditch is located about 100 feet east of the proposed building. At the time of our visit, the ditch was dry. An existing barn in poor condition is located about 200 feet east of the building site. Total elevation' change across the site is about 10 feet. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits at the locations shown on Fig. 1. Lags of the exploratory pits are presented on Fig. 2. The subsoil conditions encountered were significantly different in the two pits. In Pit 1, below about 1 1/2 feet of topsoil, the subsoils consisted of reddish -brown stiff sandy clays overlying dense, highly calcareous clayey sands. Results of a swell - consolidation test A mmnhrr nl 11 i9111A Rrnnn A rotnpenin; Don Rutherford • ' June 11, 1991 Page 2 performed on a relatively undisturbed sample of the clay from Pit 1, presented in Fig. 4, indicate low compressibility under light to moderate surcharge loadings and a low expansion potential when wetted under a constant light surcharge. Soils encountered in Pit 2 below about 1 1/2 feet of topsoil consisted of light to medium brown silty sandy clay with scattered gravels and cobbles. Results of swell- consolidation tests on samples fran it 2 are presented on Figs. 5 and 6. The results indicate the soils from Pit 2 possess a moderate to high - potential for sett].ement when wetted"iirder a oons£ant light surcharge (collapse) and a high compressibility upon additional loading. The laboratory testing is summnarized in Table I. No free water was encountered in the pits at the time of excavation. The subsoils were very dry to slightly moist. Foundation Recommendations: Considering the subsurface conditions encountered in the exploratory pits and the nature of the proposed construction, we reoommnend the residence be founded with spread footings placed on the undisturbed natural sandy cla Compressive-silty �� and sando soils ti inlP Pit timilarPlacement of foundations on the highly sand sandy Y exposed t 2 is in Pi not recommended, and could result in significant differential settlement and f�a lordiStress. Surface runoff and utility leakage are possible sources of water which could cause wetting. Placement of footings on the stiff sandy clay and calcareous sand soils may require relocation of the proposed building site cw The design and construction criteria presented below should be observed for a spread footing foundation system. The construction criteria should be considered when preparing project documents. 1) Footings placed on the undisturbed natural sandy clay and sand soils can be designed for an allowable soil bearing pressure of 2000 psf. 2) Based on experience, we expect settlement or heave of footings designed and constructed as discussed in this section will be about 1 inch. There could be sane additional movement if the bearing soils were to become wet. 3) The_foot' mine width of 16 inches for continuous mugs should have a minimum _, footings and 24 inches for isolated pads. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies and limit the risk of differential movement. One method of analysis is to design the foundation wall to span an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure commputed on the basis of an equivalent fluid unit weight of 45 pcf for drained conditions and backfill consisting of on -site sandy soils exclusive of topsoil. 5) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost Chen @Northern, lnc. , I3on Rutherford • June 11, 1991 Page 3 protection. Placement of foundations at least 36 inches below the exterior grade is typically used in this area 6) Prior to the footing construction, any existing fill, topsoil and loose or disturbed soils should be removed and the footing bearing level extended down to competent bearing soils. 7) to avation prior g on concrete the t ff ac � n to eva u sand so Conditions and and._, Floor Slabs: To reduce the effects of some differential movement, nonstructural floor slabs should be separated frran all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Interior non- bearing partitions resting on floor slabs should be provided with a slip joint at the bottom of the wall so that, if the slab moves, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways Slip j 1/2 vertical, and door frames. Sli oints which w�gi de soils should be evaluated allow 1 1 2 es movement are recommended. The s te of for the expansive clay soils at the time of excavation. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Slab reinforcement and control joints should be established by the designer. based on experience and the intended slab use. A minimum 4 -inch layer of free- draining gravel should be placed immediately beneath basement level slabs -on grade: This material should consrst`of"miinis 2 -inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. The free - draining gravel will aid in drainage below the slabs. Required fill beneath slabs can consist of the on -site gravely soils or a suitable imported granular material, excluding topsoil and oversized rocks. The fill should be spread in thin horizontal lifts, adjusted to at or above optimum moisture content, and cxmpacted to at least 95% of the maximum standard Proctor density. All vegetation, topsoil and loose or disturbed soil should be removed prior to fill placement. The plastic clay soils could be expansive when compacted and should not be used as subfloor fill. The above recommendations will not prevent slab heave if the expansive soils underlying slabs -on -grade become wet. However, the recommendations will reduce the effects if slab heave occurs. All plumbing lines should be pressure tested before backfilling to help reduce the potential for wetting. Underdrain System: Although groundwater was not encountered during our exploration, it has been our experience in mountainous areas and where clay soils are present, that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. Therefore, we recommend below grade,construction such as crawl space and basement areas be protected from wetting by an underdrain system. Chen0Norlhern.inc. Con Rutherford ' June 11, 1991 ' Page 4 The drain should also act to prevent buildup of hydrostatic pressures behind foundation walls. -- N The underdrain system should consist of a drainpipe surrounded by free - draining granular material placed at the bottom of the wall backfill. The drain lines should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade, and sloped at a minimum 1% grade to a suitable gravity outlet. Free - draining granular mater }al used in the drain system should consist of minus 2 -inch aggregate with less than 50% passing the No. 4 sieve and legq than 2% passing the No. 200 sieve. The drain gravel should be at least 2 feet deep. An impervious membrane such as 10 mil PVC should be placed in a trough shape belay the drain and attached to the wall with mastic to prevent wetting of the bearing soils. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture aril compacted to at least. 95% of the maximum standard Proctor density in walkway and pavement areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free - draining wall backfill should be capped with about 2 to 3 feet of the on -site soils to reduce surface water infiltration.- 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the_first,10 fee unpaved areas and a minimum slope. of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This report has been prepared in accordance with generally accepted soil and fc udation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Fig. 1, the proposed type of construction and our experience in the area. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different frcnn those described herein, this office should be advised at once so reevaluation of the reconanerdations may be made. We recommend on -site observation of,,, rhrnal'\inrthrrn Inc Don Rutherford June 11, 1991 Page 5 excavations and foundation hearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, GlIEN- NORPIIERN, INC.;�Q�_ �L. •.. Thomas L. Allen T c E q � � 9� i !I4 15222 :* Reviewed By : ? aW Steven L. Pawlak, P.E. SLP /ec cc: CuL Consultants - Attn: Chuck Zwiacher I LOT BOUNDARIES LOT 9 LOT 10 LOT 8 \ __ PIT I 1 , / '� EXISTING BARN I h • PIT 2 PROPOSED RESIDENCE ❑ 1 O ce } . -- O O APPROXIMATE SCALE " = 100 4 287 91 Chen @Northern, Inc. LOCATION OF EXPLORATORY PITS Flg. I • Pit 1 Pit 2 • — 0 N 0 ' ' DD =96 ITN +) - - 200 =68 + m u_ r' .a DD =92 DU =78 200 =68 5 , • A w — '''" DD =79 0 10 10 I 1 Note: Explanation of symbols presented on Fig. 3. . 4 287 91 ChenONorthern,Inc. Logs of Exploratory Pits Flg. 2 LEGEND: ICI Topsoil; sandy silty clay, stiff, slightly moist, brown. V , Clay and Silt (CL -ML); slightly gravelly, loose, soft, slightly moist, light to medium brown. I 1 Clay (CL); very silty, sandy, slightly gravelly, very stiff, slightly moist, reddish - brown. pl Sand and Clay (SC -CL); silty, slightly gravelly, dense, hard, dry, reddish - brown, calcareous. I SI Relatively undisturbed hand driven liner sample. I ___; Disturbed bulk sample. NOTES: 1. Backhoe pits were dug on May 17, 1991. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory pits were not measured and logs of exploratory pits are drawn to depth. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the mehtod used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. • 6. No free water was encountered in the pits at the time of excavation. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( %) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve 4 287 91 ChenONorthern,lnc. Legend and Notes Fig. 3 ' t Moisture Conlon% = 19 parcanl Dry unn Wolghl = 96 pct _--_ __ Semple ol: Sandy clay From: Pit 1 at 2 feet ae - - - - - -- — - - -- r 1 - -� - -- CL N - -- const pal slot Geer if - - -- pres ure d is wetti ig • 6.1 t.0 is 100 APPLIED PRESSURE — ksl 4 287 91 j Chen - Northern, Inc. SWELL - CONSOLIDATION TEST RESULTS Flg. 4 Mo'sluro Conlon) = 10 porcnnl Dry Unll WoIghl = 78 pct ,-e 0 - -- SamplooI: silty clay From: Pit 2 at 4 feet • L 2 O V \ 3 -- V — — 4 - - - - -- -- 5 6 - - -- - - -- -- Additicnal conpr?ssiol 7 -------- -- under constant p eeu, - .4 due to wettinc 13 — — — 16 \-) 170 - 1.0 10 100 APPLIED Pf1ESSUf1E — ksf 4 287 91 1 Chen - Northern, Inc. I SWELL- CONSOLIDATION TEST RESULTS Flg. 5 Moisture Content = 9 percent Dry Unit Weight = 79 pct - -____ -- Snrnpleol: sandy silty clay From: Pit 2 at 7 feet ae 0 =- - - - - -- 1 0 1 —� Vr N i 4 — _ cnal colrpression an�er — c ms �1- pressure re t ii watt nc 5 — - -- 8 —\ -- — -- 9 • 0.1 - - - - 4.0 40 - 100 APPLIED PRESSUf1E - ksf 4 287 91 . Chen - Northern, Inc. SWELL - CONSOLIDATION TEST RESULTS I FIT 6 T 10 n r0 N U cl- �i: > T T ?, 2S r0 r0 ca ra as f. .-. .-. r-. .-. y'i U 0 U U N > >; >, T - co •0 4-1 4- •o C C — -. c r0 b •ti 10 N N N N 1/1 F" -J co ow. 1 0 E C 6N 1- ,^ N N1 w g 2 U f" m a .. gt- > J L N o J Q 2Fi a CO CO CO O m a z vi CO 2 a CC . I-- o ^ c W Q GL N U -J 3 I o OL r CC a x 21 ° m co r. M M M 4 rn o rn Z Er N .0- N d' C-- a 6 A , z — N . ;• ••.,„ ,W . r,r.f...‘ii , ').4-tr,iicti.4r,..... 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THE LAND REFERRED TO IN THIS POLICY IS DESCRIBED AS FOLLOWS: • PARCEL A: A tract of land situated in Lots 8, 9 and 10 of Section 29, Tp. 6 S., R. 88 West of the 6th P.M., described as follows: Beginning at a point whence the Quarter Corner common to Sections 20 and 29 in said township and range bears N. 07 degrees 46'24" E. 473.26 feet; thence N. 68 degrees 06'00" E. 215.00 feet; thence S. 21 degrees 54'00" E.364.00 feet; thence S. 82 degrees 36'00" E. 163.49 feet to the westerly line of a roadway as presently constructed and in use; thence along the westerly line of said roadway 39.10 feet along the arc of a curve to the left having a radius of 55.25 feet, • the chord of which bears S. 24 degrees 35'04" W. 38.28 feet; • thence along the westerly line of said roadway S. 04 degrees 18' 43" W. 149.94 feet; thence N. 82 degrees 36'00" W. 302.25 feet; thence N. 21 degrees 54'00" W. 456.98 feet to the point of beginning. j ) Continued on next page XL/7f STEWART TITLE AUTHOR ZED 77 COUNTERSIGNATURE ouen.err COMPANY ATTACHED TO AND MADE A PART OF • STEWART TITLE GUARANTY COMPANY POLICY NO. 0- 9941 - 399785 CONTINUATION OF SCHEDULE A LEGAL DESCRIPTION CONTINUED: Together with a twenty foot easement for road and utility purposes in joint use with said parties of the first part, their heirs, successors and assigns, the center line of which said road is described as follows; Beginning at a 9 g point whence the Quarter Corner common to Sections 20 and 29 in said township and range bears N. 24 degrees 04'38" W. 1,022.17 feet; thence N. 04 degrees 18'43" E. 150.48 feet; thence 55.43 feet along the arc of a curve to the right having a radius of 45.25 feet, the chord of which bears N. 39 degrees 24'21" E. 52.03 feet; thence N. 74 degrees 30'00" E. 37.36 feet; thence 46.47 feet along the arc of a curve to the left having a radius of 58.75 feet, the chord of which bears N. 51 degrees 50'17" E. 45.27 feet; thence N. 29 degrees 10'34" E. 64.84 feet; thence 155.93 feet along the arc of a curve to the right having a radius of 841.44 feet, the chord of which bears N. 34 degrees 29 "06" E. 155.71 feet; thence N. 39'47 "38" E. 54.31 feet; thence 171.22 feet along the arc of a curve to the left having a radius of 330.00 feet, the chord of which bears N. 24 degrees 55' 49" E. 169.30 feet; thence N. 10 degrees 04'00" E. 79.65 feet; thence 119.21 feet along the arc of a curve to the left having a radius of 1,542.00 feet, the chord of which bears N. 07 degrees • 51'07" E. 119.18 feet; thence N. 05 degrees 38'13" E. 42.41 feet to a point on the southerly boundary line of a county road as constructed and in place. n,nl'c'r n. . � INSPECTION WILL NOT SE DE ULE3S THIS CARD IS POSTED ON THE JO 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BU L�1 ER - GARFIELD COUNTY, COLORADO • bate Issued _ (�Zone d ` Area. / ^^ Permit No t i AGKEE ENT In consideration of the issuance of this permi , 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 - construction of the above described structure, the permit may then be revoked by notice fron� County uildin4nspector and IMMEDn LY BECOME NULL AND VOID, Use ■ )1 inn 1 `P r k y } ( C" - C- �^ Address � or Legal Description � t K � on _4 /... ` � ' 1 LE a �^ Cott! Owner 4 - t um,r co] dcontractorC kina Cott! . - - Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final, Inspection. INSPECTION RECORD Zoning Roof Covering G - q 9-2 ( S) --- 03 ..„, I Electric -Final (by STATESnspector) Footing: ;3.-/3^ • . Foundation 3./ 2 ;- - 9 C3�o 3 ' Gas Piping' w � 9^ 5',2 c rcr - ' Heating Ventilation Frame " i' ^q_Ct Insulation 4, Plumbing- Rough 4 -q -OA •, Drywall Electric -Rough E -ll- 9 (by STATE inspector) SA Finai _ / 3 - ') • 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 8th Street, County Courthouse, Glenwood Springs, Colo. APPROVED DO NO1 DE .TRO °Y IS C A D _ . - - -- Date 42 , By f Stlet/Rewi