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Home My WebLink About5472 No. 5472 GARHELU CXJUNTY BUILDING, SANITAZIONandPLANNINGDEPART KENT 109 Sth Strect Suite 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 Job Address 0980 Wooden Deer Road, Wooden Deer, Lot 1, Carbondale Nature of Work Building Permit Use of Building Single Family Dwlling w /Triple Garage Dana George Clemons Contractor Gallina Company Amount ❑fR..,uitS 1, 690.42 Date April 10, 1995 Permit: 1024.50 Plan : 665.92 Paid $701.75 3 -13 -95 S. Arrhn1Pta Clerk I BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. 7 / ic3E ' R � MIT NO. 5 7 P // // RC � EUSCHED NO. �](I JOB ADDRESS 0 % V t at4 / 8 u (cute_ 1 LEGAL LOT NO. / } / BLOCK SUBDIVISION .1/4") iycer 7 DESCR. 1—� N / ' ! � . e Jy /,y' /-� I y I J -6 ai ti kl mil (/ 6 %-.F vvi n4 C e 7 a71 A { 1 L / IV-fi j 2 OWNER CJ /r✓L' P PaP ..1-5 .;3 PF &C 700 / � 3 i 3 CONTRACTOR 6� 4(.. J ,✓e, CO .741�'� ADDRESS 0.3 b s L ' (, _ PPH. LICENSE NO. 4 ARCHITECT OR DESIGNER h ..E /4 7. 5 / ADDRESS yea ;J F ;,,- S i H PH. 77J -a1gy LICENSE NO. 5 ENGINEER e r ADDRESS II , / H PH. LICENSE NO. 6 S.F OF BUILDING 1( S. F OF LOT 3- 1- 4 eL HEIGHT NO. OF FLOORS 7 USE OF BUILDING '/* 94/ I ar,1r7(.. 8 Coss on WORK: yCEW o ADDITON °ALTERATION o REPAIR °MOVE °REMOVE 6 DESCRIBE WORK: t/ evL) f/r &Ls C •l 10 • GARAGE SINGLE DOUBLE I) i l'Y CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLANN /q� /�,Ij // 11 ��j O OK of \ L. ��.�_'�[ 0/• %5 PERMIT FEE 2770 VALUATION OF YWRK: �' yy �— ADJUSTED VAL$ P SPECIAL CONDITIONS: SCHOOL IMPACT FE NO. OF BUILDINGS ON USE OF BUILDINGS NOW ON r PARCEL PARCEL TOTAL FEE 1 a p J p a / 2 OCC. GRR '3 ' , f' 1 / C , CONST. TYPOrt`t NOTICE WATER SUPPLY DATE PERMIT ISSUED `V VC -95 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. SPECIAL APPROVALS REQUIRED RECEIVED NOT REQUIRED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ZONING q 'm8 Fug NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED - ` �� OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS ._12.7.4/9e26-1 COMMENCED. HEALTH DEPT. a) $ („ _ 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 LAW RE ULATING • NSTRUCTION OR THE PERFORMANCE OF SETBACKS CONSTRUCTION. r -' , 4 �,// 42.4 (Date) 3/ / FLOOD HAZARD Signature - , • ontractor or authoriz a. 'nth n•. •;. toad notice ab. �, AU -, � r I A.'' /_J s9 t MANUF. HOME ding se rt ent Approve /date Planning De. -rtment Approval /date / 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 j pa m 1O ( 4's 3 -1 3.93" id: /o3$ • HEPWORTH- PAWLAX GEOTECHNICAL, INC. 5020 Road 154 Glenwood Springs, CO 61601 December 12, 1994 Fax ,03945 -aria Phone 303 945 -7988 Dave Powell P.O. Box 631 Carbondale, Colorado 81623 Job No. 194 524 Subject: Subsoil Study for Foundation Design, Proposed Clemons Residence, Lot 1, Wooden Deer Subdivision, Garfield County, Colorado. Dear Dave: As requested, Hepworth - Pawlak Geotechnical, Inc. performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated November 11, 1994. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a two story wood frame structure with an attached garage located on the site as shown on Fig. 1. Ground floor will be slab -on- grade. Cut depths are expected to range up to 8 feet. Foundation loadings for this type of construction are assumed to be relatively light. If building conditions or foundation loadings are significantly different from those described above, we should be notified to reevaluate the recommendations presented in this report. Site Conditions: The lot was vacant at the time of our site visit on November 11, 1994. The building area slopes moderately down to the northeast at grades of about 15%. Vegetation at the site consists of grass and sagebrush with scattered pinon pine. Subsurface Conditions: The subsurface conditions at the site were evaluated by observing two exploratory pits previously excavated at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The subsoils encountered, below about 8 inches of topsoil, consist of 11/2 to 4 feet of sandy silty clay overlying relatively dense clayey sandy gravel with basalt cobbles. We understand that large basalt boulders were encountered at the bottom of the pits. Results of swell- consolidation testing performed on a relatively undisturbed sample of sandy silty clay, presented on Fig. 3, indicate the clays have low to moderate compressibility when wetted and loaded. Results of a gradation analysis performed on a sample of clayey sandy gravel (minus 3 -inch fraction) obtained from the site are presented on Fig. 3. No free water was observed in the pits and the soils were slightly moist to moist. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing Dave December Powell 12 1994 Page 2 pressure of 3,000 psf for support of the proposed residence. There could be some potential for differential settlement between footings bearing on clays and on basalt rock subsoils. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and disturbed soils encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Voids created by boulder removal should be backfilled with concrete or compacted road base. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at Least 36 inches below the exterior.grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on -site soil as backftll (excluding oversized rock and topsoil). Floor Slabs: The natural on -site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement 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 beneath basement level slabs to facilitate drainage. This material should consist of minus 2 -inch aggregate with less than 50 % passing the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on -site soils devoid of vegetation, topsoil and oversized rock. Underdrain System: Although free water was not observed in the pits, it has been our experience in the area that local perched groundwater may develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls, crawl space and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. H -P GEOTECH • Dave Powell December 12, 1994 Page 3 The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free - draining granular material.. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free - draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1 1/2 feet deep. 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 and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90 % of the maximum standard Proctor density in Iandscape areas. Free - draining wall backfill should be capped with about 2 feet of the on -site, finer graded 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 I0 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the residence. 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 geotechnical engineering principles and practices in this area at this time. We make no other warranty either expressed or implied. 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. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified at once so re- evaluation of the recommendations may be made. H -P GEOTECFI • Dave Powell December 12, 1994 Page 4 This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. If you have any questions or if we may be of further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. REG/ 'sr.. Daniel E. Hardin, P.4. ; 24443 ; >lr3 /9 y.la moo % • •� Reviewed By: 3 �F ••. Steven L. Pawlak, P.E. DEH /ro Attachments H -P l;cntFrH Location Plan �'^ Lot 3 i Lot1 Site® i ` \\ L7 \ Zot 2 \ . \ . 673o \ \ \ \ \ . 1 N . `■ Pit 1 ■ \ Proposed \ Residence ■ + . \ 1 (.750 \ 1 1 • \ Pit 2 \ \ \ r \ \ \ 1 \ 1 1 \ 1 1 1 i 1 1-\\ \ I i Property Line N 6 ,70 Approximate Scale 1 " = 20' • Pit 1 Pit 2 Elev=6738 feet Elev =6748 feet 0 WC -7.i 0 7 DD =100 F - 200 =67 — +J v H-4=56 c — ,-.h - -_ _200 =30 0. G y 10 10 —° LEGEND: it. TOPSOIL; organic sandy silty clay, soft, moist, dark brown. 7 i 1 CLAY (CL); silty, sandy, firm, slightly moist, brown, calcareous. BASALT GRAVEL (GP -GC); with cobbles and small boulders, sandy, clayey, dense, slightly moist to moist, brown, calcareous. 2" Diameter hand driven liner sample. Large disturbed bulk sample. NOTES: 1. Exploratory pits were observed an November 11, 1994 and had been excavated prior to our arrival on site. 2. Locations of exploratory pits were measured approximately by pacing from the features shown on the site plan provided. 3. Elevations of exploratory pits were obtained by interpolation between contours on the site plan provided. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. No free water was observed in the pits on November 11, 1994. Fluctuations in water level may occur with time. 6. Laboratory Testing Results: WC = Moisture Content ( %) DD = Dry Density (pcf) +4 = Percent retained on No. 4- sieve -200 = Percent passing No. 200 sieve i nn =n.. IHEPWORTH- PAWLAK 1 . . 1 Moisture Content = 7.1 WOWS Dry Una' Weight = 100 Pcf . Sample of sandy silty clay -200=67 Prom: Pit 2 a 1.5 feet I i r I 1 • I 1 ' i I c , I ------- . , 1 0 1 11 1 " I '1 N N 1 1 ,., E 8 2 I I 1 I I I 1 . . . I ■ I . 3 , ! No Movement i I Upon Wetting I 1 I ! I 1 r i 1 1 I I !IIiii 1 ; I I • r [ r I. ! 1 I l i , 1 1 j ; 1 1 i Ifiil 1 I 1 I , 1 i 1 IIIii ■ ; ; 1 ' i! 1 . 1 i • I • • !!!!: 1 1 , ! . !, !I 1 ! I 11111■ I i I ! i!Ilf ! I 1 1 I PIM 1 I i Intl 1 i :1;i!1 I 1 1 1. : 1 I ;11I11 ! I- I 1 1 1 1 111 1 1 1 111 I I E I - 1 • l i i 1 1 1 1 1 if 1 1 l II 1 . 1 i I 1 1 I . I 1. . . 1 . 1 '' 1 APPLIED PRESSURE — kaf ._ . m '1 HEPWCRTH-PAWLAK I 194 524 SWELL-CONSOLICATICN TEST RESULT S-1 rig. 3 i GEOTECHIMICAL. inc. l 9 . I. HYDROMETER ANALYSIS SIEVE ANALYSIS I 11ME IIEAUINU$ I U.S. 51 ANUAIIU SE/1165 CLEAN SUUAIIE UMENINGS 24 11n. 7Nn. .1A 15 MIN 13 MIN 60 MIN 19 MW . I M W . 1 MIN 'M M'] 1 '1191 '50 '0 '111 I ' 11 Y M T - VT S TT r 00 `�j 0 9D „..___1_;____,_t_.__., ( ` to — — N S I . ' /Mile 6 i , I �s� r a l sn T in Ifl �.1�� H. c 10� 4—� _ ._.I FdR >0 ` 70 _ =cos l9 ' 11.111111 _ — y 99 11��n �m�� —_f _1 —�= 0 ..i■Ili iv. :..a..lill .II .{105 .009 4119 .IM/ .0 L 7. .9 .297 .590 1.10 211 4.19 9.2 al 0a . 15.2 127' 200 M .t101 .) 2.0 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAY TO SILT SAN11 43111.5151L 4 C0BBLE5 FINE 1 MEDIUM ICOAI1SE FINE I COARSE 1 GRAVEL 56 % SAND 14 % SILT AND CLAY 30 % LIQUID LIMIT PLASTICITY IC % NOC' 1 SAMPLE OF clayey sandy gravel FROM Pit 1 (?1 5 feet through 6 feet I I HYDROMETER ANALYSIS I U.S. S InupnnU SEI ItC$ SIEVE _ ANALYSIS rums READINGS SOUAIIE OPENINGS F 21 1111 7 Hn. 1 45 MW 15 PAIN 611 MIN. tO MIN.. MIN. 4MlN '707I '1I 'SO - M 'fin •1F In n V A- %r 1R T ' TT 1r au 1 I i ,_ , j —� __, X 1 0 901 -- -� 4---.--..--;—, 1 — _ ._ ,—I 10 .;�; ! i B I —_, 1 — 1 __ JO .��— -1 —I11�'-� ; __. f_, _ ,T 1. 501_' ! , sac F —1 I T 9 . _ � �1T 30 �� — I J 70 TTY �_1 20 I I I �i 90 10 1 90 ! y .W1 ,902 .000 .009 .019 .ID? 074 .149 102 I 500 1.19 1 2.111 4.7E 91' 19.1 as 75.2 129' 200 I .K' 2.0 152 DIAMETER OF PARTICLE IN MILLIMETERS CLAYTO SILT I FINE ) MEDNM [COARSE' FINE Gam COAI!SE COBBLES GRAVEL % SAND % SILT AND CLIP % LIOt11D LIMIT % PLASTICTY INDEX % SAMPLE OF FROM 194 524 HEPWCRTH- I'AWL&l( GRADATION TEST RESULTS Fig. 4 GEOTECHNICAL, Inc. I! GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT 109 8th Street Glenwood Springs, Co. 81601 (303) 945 -8212 Plan Review Correction List Clemons Residence Permit # Lot 1 Wooden Deer Subdivision March 28, 1995 The following comments based on the 1988 edition of the Uniform Building Code shall be resolved prior to the issuance of the building permit. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the UBC. 1. The strucural plans are fairly complicated and beyond the scope of the Building Departments ability to review. Provide structural plans stamped by a structurasl engineer or architect licensed in the state of Colorado. Areas of concern are the glu lam beams for the decks spanning over 30 feet, hip and ridge ridge beams, and point loads in the floor and roof systems. 2. The subdivision regulations require soils reports and engineered foundations. Provide the soils report and a foundation plan stamped by an engoneer or architect licensed in the state of Colorado. 3. Refer to the conditions of permit and redlined plans for other code requirements. GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled 'Dwelling construction under the Uniform Building Code. This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: Lxv 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes No n) Not necessary for this project (2) 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water t, courses? ,z;�_.� i , - / ��1 s , /lf( Yes No _a) Not necessary for this project (2) 3. Does the plan indicate the location and direction of the County or private oad accessing the property? Yes No u) Not necessary for this project (2) 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes lV No n) Not necessary for this project (2) 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No (() Not necessary for this project _Z__ 6. Do the plans indicate the size an location of ventilation openings for the attip roof joist spaces and soffits? Yes No 0) Not necessary for this project (2) 7. Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes No u) Not necessary for this project (2) 8. Does the plan include a building section drawing indicating founda _ No (I) Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No (I) Not necessary for this project (2) 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? ' 2 i Yes No _ Not necessary for this project (2) 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span bet�,reen the ridge and the eave down to existing grade contours? Yes / No w Not necessary for this project 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes _/ No (,) Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No _ of necessary for this project 14. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and /or basements comply with the requirements of the Uniform Building Code? Yes _ No ____ Not necessary for this project (2) 15. Does the plan include a window schedule or other verification that windows ovide natural light and ventilation for all habitable rooms? Yes _ - No (() Not necessary for this project (2) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes _tit No (u Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes __V_ No co Not necessary for this project (2) 18. Have two (2) complete sets of constructions drawings been submitted with th 'application? Yes No w Not necessary for this project (2) 19. Have you designed or had this plan designed while considering building and other c/nstruction code requirements ?. Yes No - /____(,) 3 • 20. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Depart nt? Yes ( No (3) 21. Do you understand that approval for design and /or construction changes are required prior to the application of these changes? Yes ,._"_ No (3) 22. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic " fees required, at the time you pick up your building permit? Yes No (3) 23. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupan of the building? Yes _ No (3) 24. Are you aware that the person signing the Permit Application whether the "Owner ", "Agent of the Owner ", "General Contractor ", "Contractor" or otherwise, signing the application is the party responsible for the project omplying with the Uniform Codes ". Yes j/ No (3) I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. A2 . till IX. / signature date Phone:C/77 /76 (days); 9'e3— / %L/i (evenings) Project Name: C-a - 4. Project Address: /t 07 / 1•i/ /7,,,e41 - 44 - e,..N� C ci UJ efrettJJ . otimAA \; COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT AND CORRECTION NOTICE Permit# ,i 3 S 7 cl � c(- Contractor /HofgBd'wner 7i/ - 'v 4 (f , ✓V f ! Address (� S c r�ct C Gv f County C9 vKj I ell Phone # Power Connected: 0 Yes 0 No 11-fr ❑ Com ❑ Rough -in final ❑ Partial ❑ Reins ❑ Temp Meter ❑ Temp Heat ❑ Mobile Home ❑ Service Service Type Size 006 ❑ Over Under Action; IE Accepted)❑ Rejected ❑ Reinspection ❑ Fee Required* *Krbinspection. will not be made until reinspection fee is received Date Received / /q' 94 Date Inspected `'/ 9 r^t? Travel Inspect Arrival Time Time Lapse ❑ Rough -in ❑ Partial ❑ Final You are required to make the following corrections or repairs on . the electrical installation at the above address: Inspector i } �" Page 1 of • Notes: (1) If you have answered 'No' on any of these questions you may be required to provide this Information at the request of the Building Official prior to beginning the plan review process. Delays In Issuing the permit are to be expected. Work may not proceed without the issuance of the permit. (2) If you have answered Not necessary for this protect" on any of the questions and It Is determined by the Building Official that the Information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building penults in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay In proceeding with construction. (3) If you answered No to this question the circumstances described In the question could result In a "Stop Work Order being Issued or a'Certificate of Occupancy' not being issued. PerApp01.94 Effective May 1, 1994 5 'HON; i r lUiS SILL Nth Mt 1114ide UNLL THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT ARFIELD COUNTY, COLORADO / ft Co ff � Date Issued - - .ned Area Permit No .5114 I 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 construction of the above described structure, the ermit may then be revoked by notice from t m Ins o n ME Y EGA ,1 LL AND VO Use ' 1 /I 1 ► 1 , / Address or Legal DescrO/en'wstux n Ai Ve./5. s L OwnerGC s Contractor `/ f 4/oit 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 5.5 ptar, F°,2 Dec r - & !S Electric -Final (by STATE inspector) Footing - , 9 S / ,. /G /A.ve (Par Vier =P Foundation n ✓ =� a Plumbing-Underground 6 U 75 fj' /_ /q-7 Gas Piping 9 /1 /zs ,Thke qi r« s / .,. Heating Ventilation Frame 'Mfrs Take Insulation K -3; - - Plumbing -Rough W'/ / ? ,Thi,e_e Drywall 9/6/78 szee Electric -Rough .��.-�j'_5 5/ - (by STATE inspector) " Final / — -9G A __ ) /,, , 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 109 8th Street, County Courthouse, Glenwood Springs, Colo. APPR D DO NOT DESTROY THIS CARD .. A- r! , . ' e • - rA S AS 4. .� o bA . a • 00 y O H ..0 U } 4-0 h y..i N _ CJ VO H 'L" L� O 9 Q p O O h U 0 y 6 li v p 'O _ o to U H O Q 0 C h a) ti N N V • ` = O V o a _ 0 N 0 N O 4. a ' ,D p 3 0 rn o CIJ '1:i tiO b al ^ O P a1 'O V O 'b r-=a N 0 C d W U ce O i u 0 U 0 cc N 0.s. 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