Loading...
HomeMy WebLinkAboutApplication- Permit• . GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 9454212 Job Address rOZ.' 17 Na. 8618 Nature of Work Building Peran.t i 1g5- 9.--1 3 -oo C 3 S ''L1r a to a_ �--' Use of Building Owner Contra'otor c),I3 n2r=" Amount of Permit$ c9 1 .71 6 Date I - Clerk i TELEPHONE: MO) 943-8212 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO JOB ADDRESS: 1 LOT NO. 2 3 PERMIT NO. 5c f2' 1�3 LcLt.ti,t ,S g%60� BLOCK NO. INSPBCTIONLINE: (970)384 5003 PARCEL/SCHEDULE NO. R Q $ jq 621 -3000 SUBDIVISION/EXEMPTION 0 0 0 mi b -Tr cl-(6 . / R :\ NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BR ISSUED ET THE SPATE OF COLORADO, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WTrHIN 180 DAYS, OR IF CONSTRUCTION OR WORK I3 SUSPENDED OR ABANDONED FORA PERIOD OF 160 DAYS AT ANY TTI AFTERWORKIS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TM SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINGTHUS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED OCC: GROUP: HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE 61'4 1' 1 AUT TO 'LATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE, OR �I ! LI LAW 'YOr • p G CONSTRUCTION OR THE PERFORMANCE OF C+N$TRU 0 , PLAN CHECKFEE: PERMIT PEA: 37.2 TOTAL F1 22, 7 DATE PERMIT ISSUED: • .,a, �.4l c»i1..r 04I. mixed 'at. 1 i Z. a8 as . e. 6/Vat ai; nildin: R„. : ppmval/Date anningDept. Appmva 1 ata 1 AGENT PERMISSION IS HEREBY GRAIoTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OR TIMI CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE I DETAILED) ON FLANS AND SPECIFICATIONS SMUTTED TO AND REVIEWED BY THE BUJLDINGDEPARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, TEE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED I: GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN T 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULI COMPLIED wmi IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FRO THE COUNTY' AND THAT THEN AND THERE IT SHALL BPPOME NULL AND VOB). THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALT, NOT PREVENT TBE BUILDING OFFICIAL FROM THEREAFTER REQUIRING Tf CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN : VIOLATION OF IBIS CODE OR ANY OTHER ORDINANCE ORRBGUL,ATION OF 111L9 TURI3DICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCIE1 THEREAFTER -DOES NOT CONSTITUTE AN ACCEPTANCE OF Al RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSIBILITY FOR THESE ITEMS AND 114PLEMENTATIC DURING CONSTRUCTION -RESTS SPECIFICALLY WIT'IITHE ARt.atkv.CT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED O �SERVATIVEAND IN SUPPOI OF THE OWNERS INTEREST. Gatffomi3003 I HEREBY ACKNOWLEDGE THAT IIIAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL) ZONING: CONSSTTYPE: -V—A] SETBACKS: iANi7, HOME: LIDS NO. & FEE: tt41{0Da- tri° (()W ?kip 137 .26- CX 002. The following items are required by Garfield County for a Final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. AlI steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUE. OCCUPANCY 011 USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanc u e . t u eissuance of a Certificate of Occupancy for the dwelling under building permit # , Signature Bpcont082002 Date A PLAN REVIEW CHECKLIST Applicant/S Tk&kI%-& Date Building flip Engineered Foundation .4eDriveway Permit ✓ Xurveyed Site Plan Septic Permit and Setbacks Grade/Topography, 30% 1,1,64: Plan review -File Notes Attach Residential Plan Review List F/ Nfinimum Application Questionnaire 1'4. Subdivision Plat Notes itF Fire Department Review Valuation Determination/Fees Red Line Plans/Stamps/Sticker X1f,Attach Conditions application Signed Plan Reviewer To Sign Application Parcel/Schedule No. GENERAL NOTES: 374 i fgtr. 6732 ?Alt ti Pia ning/Zoning i - Property Line Setbacks 30ft Stream Setbacks 9iodP1ain Building Height g g Zoniinng.Sign off - Subdivision Plat Notes Road Impact Fees HOA/DRC Approval O/-Grade/Topography 40% Framing Issues 50.57 ►tir /3q. z5 228.74 A Garfield County Road and Bridge, District 1 7300 Hwy 82, Glenwood Springs, CO 81601 970-945-1223 ph, 945-131& FAX Date: 12-04-02 To: Building & Planning From: Doug Thoe Re: Driveway permit exemption For: Randall lis, &Peggy Jo Vidakovich F.O. Box 2053 Glenwood Springs, CO 81602 Location: 2113 CR 117, also known as Parcel # 218527300035 RECEIVED ifc, r£ 1002 GARFIELD COUNTY SU11,AiNG & PLANNING Scope of Work: Obtain building permit for garage Road and Bridge Concerns: This property has an existing paved driveway access to CR 177, which reasonably conforms to current Road & Bridge guidelines for design, and is therefore exempt from. County driveway permit requirements_ - E indicates found monument as described — . Bearings are based upon a #5 rebar with an aluminum cap found at the northeasterly corner and a P.K. Nail with a disc L.S. #29030 found at the southeasterly corner both of the subject parcel using a bearing of S25'51'50"W between said monuments. - This map does not represent an improvement survey or Improvement location certificate This survey does not represent a title search by this surveyor to determine ownership or to discover easements or other encumbrances of record. — This property is subject to apparent easements for existing utilities and access roads. This property is subject to easements, rights of way and/ or requirements as noted or shown in the records of the Garfield County Clerk and Recorder. Surveyor's Certificate: 4 Jeffrey Allen Tuttle, do hereby certify that l am a Professional Land Surveyor licensed under the low of the State of Colorado, "that this site plan is true and correct, that this site plan was made by me from an accurate survey of said property by me, and under my supervision and correctly shows the location and dimensions of the boundary and the proposed garage. Jef 5638 Date -a? . .38 - t Li7/07/0 z--- BEST COPY 17 1601 Drawn by: r f T Date: 17/06/02 Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I,f 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. Yes ,, 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project ? 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes X No Not necessary for this project ? 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? , Yes No Not necessary for this project 2 -ns A 4 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes 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 X No Not necessary for this project • 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No Not necessary for this project 8. 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 project Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes X No Not necessary for this project 10 Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield Coun )? Yes No Not necessary for this project ao53F LWvimz 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project X 12 Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes j( No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes No Not necessary for this project X 14 Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes X No Not necessary for this project 15 Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No Not necessary for this project ')( 3 16 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 between the ridge and the eave down to existing grade contours? Yes K No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11 certifications or Phase 1I EPA certification? Yes No Not necessary for this project X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project X 19. 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 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes No Not necessary for this project X 21 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 No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes '' No Not necessary for this project 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes No Not necessary for this project X 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project " Have two (2) complete sets of construction drawings been submitted with the application? Yes x°` No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes No Not necessary for this project Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes IAC' No 31. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes No 32. 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 "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes No 33. 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 occupancy of the building? Yes No 34. 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 complying with the Uniform Codes? Yes No 35. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale, in the afternoon. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections are to be called in to 384-5003. 36. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. StiG flv__ - 61 Yes % No �ttS-t� 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes IvNo 38 I Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to issuance of the building permit? Your attention in this is appreciated. Yes )K' No 6 DC7 i /23'85 z7i a op 03c I hereby acknowledge that I have read, understand, and answered these questions to ty. s the best a re —12qt:22—Date Phone: q q,)--71 (days); Q i- -2.(A, (evenings) Project Name: Itkx9 jN4MC Golfe -AGE //bovt Project Address: 1`?-, Coo.Pit•-, *if Note: If you answerdd "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. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application. 6 OP +11 Ci2) put CONSTRUCTION PLANS 1 3-0" EXT. DOOR FOUNDATION PLAN 1T-0" UNATTACHED GARAGE AT 2113 COUNTY RD #117 SCALE: 1/4" -1'-0" -r- 5" CONCRETE SLAB OVER 4" GRAVEL BASE W/ 6"X6"WIRE REINFORCING 3x3 WINDOWS 0 ANCHOR BOLT (TYPICAL) 18" x 1S" CONCRETE GRADE BEAM W/ 4 #4 REBAR ,1�`"! � ,' rte.: � (�4i ,, -"• :� ,'� MIL'1432CT TO T7? GA FIELrD COUNTY FIELD f; Oxl ' SISaCTIO WriWat rkf 6" STEM WALL ON FOOTER W/ #4 REBAR FOLLOWS TERRAIN GRAVEL DRIVEWAY ACCESS DRAWN BY RANDALL S. EIS 1211102 �LL7.7LitzTtAt ``. ,, ► 0.64, Y 6'-0" ti -z t As en 4 11-Z% ��I • CONSTRUCTION PLANS ELEVATIONS 21'-174" UNATTACHED GARAGE AT 2113 COUNTY RD #117 I JJI I� I (11� 1I 1i i 1 i 111~111111~111100Allikilik11000 liM041111~111 111 �I 111~111~11MM -. 1110000101M~11 111 111~111 it 151-3 1/4" 17'-112" FRONT VIEW TILES METAL ROOF TO MATCH EXISTING ROOF 16" OVERHEAD DOOR 50"VENT 'PRO -PANEL METAL ROOF TO MATCH EXISTING T-1-11 4 X 8 SIDING 111 1, Il `IILGli' ill Il li IIhiJ1 22'_O" NORTH SIDE VIEWLLL DRAWN BY RANDALL S. EIS 12/1/02 111 .11L� IIk 11�,II�IkuJlIIi I,Ih11, N Lo WINDOW 36" X 42" CONSTRUCTION PLANS ELEVATIONS 21'-1/4" UNATTACHED GARAGE AT 2113 COUNTY RD #117 4 171-1/2" BACK VIEW PRO -PANEL METAL ROOF, TO MATCH EXISTING T-1-11 4 X 8 SIDING° 0.1 151-3 1/4" RO-PANEL METAL ROOF TO MATCH EXISTING ROOF °T-1-11 4 X 8 SIDING STILES METAL ROOF 050 'ATTIC VENT 11 WINDOW 36" X 11 DRAWN BY RANDALLS 1211/02 22-3/4" SOUTH SIDE VIEW '3'0" X 6'8" EXT. DOO DEC—`23-2002 11 17 FROM GLENWOOD BLUEPRINT TQ 9458836 P.01 / PATTILLO ASSOCIATES ENGINEERS, INC STRUCTURAL CONSULTANTS 715 Bund acme, post offica box 751 glcnwood xprings cotnrudo $1602 phone (470) 945.9695 fax (970) 945.4921 a -mail: pae@sopria.net December 21, 2002 Randall S. Eis 2113 Road 117 Glenwood Springs, CO 81611 Re: Proposed Garage at 2113 Road 117 Garfield County Dear Randy: As you requested, I have reviewed your construction plans for a proposed new garage at your residence on Four Mile Road. specifically with regard to the garage door header beam. My recommendations are provided herein. The plan size of the single level structure is 17'-0" by 22'-0", with 2x4 stud walls supported by a thickened -edge slab. "Salt box" shaped manufactured roof trusses will span in the 22 foot direction, spaced at 24 inches on center (o.c.). The building will essentially be a three -sided box, with the 17 foot front wall open for the 16 foot wide garage door. Design snow loads are 40 pounds per square foot (psf), and the combined dead loads for the top and bottom chords were assumed to be 20 ps£ The garage header beam should be comprised of three (3) 11-718 inch deep by 1-314" thick laminated veneer lumber (LVL) boards. The LVL minimum material properties should be Pb -2600 psi, Fv-285 psi and E=1,800,000 psi. The plys should be attached to one another with 2 rows of 16d nails spaced at 12" o.c. on each exterior face. The beam should be supported by two (2) 2x6 trimmer studs at each end. It would normally be advisable to increase the footing size to 2 foot square under each column reaction to reduce the risk of settlement at those concentrated load areas, but a specific recommendation is not appropriate without geotechnical information. However, it is recommended to provide hold-down connections between 1) the header beam and the column and 2) between the column and concrete to resist wind uplift forces of approximately 430 pounds. Standard light -gauge metal connectors may be used. Because of the three -sided box configuration, rotations may occur under wind or earthquake conditions. The UBC allows for such construction per section 2315.1 with certain limitations. Due to the generally unoccupied use of the building and lack of brittle finish materials, 1 believe this structure will behave satisfactorily under lateral loads if the walls are fully covered with plywood siding with all edges blocked and nailed with 8d at 5 inches c.c. (12" field nailing), and solid timber blocking; installed between all wall plates and the underside of the roof sheathing, It is also important to provide 'tailing (8d at 6"o.e.) directly between the roof sheathing and blocking. This completes my recommendations. Please contact me if you have any questions. Sincerely, :'` _ :t.__ iF} Y7.1,0006VAr.S] P 1 �I Y�j• OF CO' Robert Mattillo, P.E. Principal Engineer faosimila copy: Randy Hix (945-11836) TOTAL P.01 0 0 U t1) 0 U SCALE; 112" = 1'0" tzs 7,7 L11 uj ouw�-� F- 0❑= 0 0 - W i co N CO co X r•N 0- LII 2/1, Z -i2 o 2/I.Z18 0 co 2 ,c o 0 0 2/1, Z-,9 DRAWN BY RANDALL S. EIS 12/1/02 `°i FRONT WALL SIDE WALL (TYPICAL) SCALE:1 1/2" = 1'0" W J O U5 CO (1) ztt T©C3 40 • ,o N4 S'3 �1eSJ (� z U cirg 1 DRAWN BY RANDALL S. EIS 12/1/02 ow ri BATCHJOB:AHQ141-o2--- H Data: 9/4/2002 00WHOLESALE TRUSS CO O 838 21 1/2 ROAD 0 GRAND JUNCTION, CO 81505 OW 1.970.241.1500 110 Sales Rep:AEH u Delivery date: ElC) i Truck ID: Loaded by: Permit required: WHOLESALE TRUSS Inspected by: ITEM QTY TRUSS ID 1 2 TO1-GAB 2 I 11 TO1 page 1 0f1,, Shipping# AH0141--02 BMC BLENWOOD / ED Job:AH0141-02 RANDY EIS Loading:60 10 10 24.00"O.C. SPAN PITCH I OVERHANGS OA HG'I' 23' 6" 0 4.00/0.00f— 0.00/ 6.00 7'10"10 I 4.00/0.00 23' 6" 0 0.00/ 6.00 7'10"l0 Total 13 Directions: Special Instructions: PRE-ENGINEERED RF TRMES HAVE ENGINEERING FOR INSPECTOR AT TIME E OF FRAME r,.k '' /6 FROspit, ?iir-V a 2 1A 8 1.A6 Zbelid J"0`7T'i -a'E54�1"--. . "r'q'. ,.rte o_ 0 111 RP 0 0- 00 x00 0. 1 N 10 �D rn a.ay� a 4-iii0. od a � re A. N Da T_o3 as .`{Y Z.' Ey n o w A X11 z.., 0 p, '.a R ahhpa b a. g w3 v •04 °1 -' b u a` x D O tL a n ti O P1CY d g• 0 �. a Go•-.g=.I'm ro 0 y "fid 'y O; c• 09 Fgip. D C 'a.,0 a8w nw n oQt9 ash m.t 'ro y 0 a Pvg 7 nro r Vl 2 • A 'Q y^▪ T'^'r Eu.no•�� g2gWIRk o:.0' l ^. ' R„ p ; C7 L76gyNmo'�N go a a nR a '^ 0, -4Od m -'1 -I o 0000 n p m m g 03 0 O 0 0 0 0 N I1 O i O1 0 o 0 o o 1 at' l :OUY$1d O 0 N n y0 1n • w Wo• 0 n m W • '3 O 9 0 t>3 a i 01 003=d 00'4=1 s3e4InU 03 ! aOOMN318 3V :awe 4 Jewolsn0 1-1171.014V :0M .4 =..94!£ :a1e3s 44 N 001.11.14n. NN w0010 10 1111114 ION0 N 003.010405 >+i+ 0 i N1-11-1 0 took -quota 1 1 1 1 1 010000 1 1 1 1 1 0}100.▪ 4 N 0 =0 0 A I 4 0 4, Al 0 O 0 to 63 0 ,'OS 0.014 044 v.(0 00 01.3i3 000 Y ObmJ Y 0 NNW O JNNOA 140/.10 000 .41.1 0000 Oia A 41 LN W A 0000 J Am04 0000_ 0.0441(00 Y4100H F1 1 1 11 1 4 NNe m0NWW10 W04-11000 fn] 44040.00.0 000000,_'y 000HY0x W W J N Y Y 000000 wmmma0 J (0(0N Y Y 000000 W(0(00000 10N04YNNH W1' 11 x A4 `�FF 1+ Y ANR 0N� m N WYH ti ci -Do 004�11 -[-o Cln� Ycir �0ma — (Q Eimo Oo nN Omtnm ropm� oo_> 00 _mow c>oz 11 "rl'(7 a 55 CI -ICO al mm_mOZ� n 0 M°, K�,mv 1) - 1; '' "' nr 1 1 7 '"Q t0 2 8. N v g O ii r- 0' b m m m 0 z r- -< -C 1.094#M0 m w C -r-I 0 11 C WI�WC—I C WMQc0-.---W100 0mco 0,0. (10 00 0 c r' M021317-4 0mr30 O N 0003. 77au3 00 n wNsTgw--doo o m I o ISI N w ca -Oi c 11 •cpparze = wap 0 c,•2 7 m c • C Gmz0- Og,o.0N 10 043 m1D m r 0.-0 3'0 0." 11v, 1101Ukp c'0 N 0 0 Q 11 -0 0 us 1 N G A 0 0 01 v Q 0 3 * INSPECTION WILL NOT BE MADE UNLESS THIS CAR IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO. Date Issued..... Zoned Area Permit No .. Q. 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 saki 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 from the County Building Inspector and IMMEDIATELY B COME NULL AND VOID. Use ..1,,.1_ Address or Legal De Owner ti n':1 ` eije o k Y7_4Q 4 1C.L.... Contractor0 „ S tbaclts Front Side $ii_e Rear." This Card Mast Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing .. f . A; Foundation r � � iC - 0 (---'41-0.3 Underground Plumbing Insulation '• Rough Plumbing Drywall 7 Chi &VentElectric Final (by StateInspcctor) N. Gas Piping • Final 7of, . Electric Rough (By State Inspector) Septic final Framing ,- —03 (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETI3ER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date is:zay.14174 IF PLACED OUTSIDE = CO R WITH CLEAR PLASTIC r