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HomeMy WebLinkAbout5261 No. 5261 GARFE I3 COUNTY BUILDING, SANITATION and PLAAWINGDEPARTMENT 109 816 Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 lob Address County Road 154. Glenwood Springs Nature of Work Building Permit Use of Building Warehouse OwnCr Wayne Rudd Contractor Owner Amount of Permit $ 2,383.42 Date August 18, 1994 Permit: 1444.50 Plan : 938.92 Paid $938.92 4 -19 -94 S. Archuleta Clerk ! t l •t� ., ■ s_r COUNTY .. P.iii say to r ;. APR Q ]994 L'hRTICLU COMITY :tiy': % -' . :4 . ' ' LICA IoII YOR BUILDItIU r1.SIIII :' '' ". ! ,•y' 1L'kltL"r BCR 6 1 4 / COUN R -/8-9� • !�eaaeavc'e Farc2,I please Print or type UATC ' . '1 Iv BC FLLLEU Out Mr AV 'LicAWr 1'I.Or ruin DRSss : ' ' O NOrr: show easemau L•s, propms•L•y line dlmanslcvu ` sgn1Yl5rosS lega Gil ea. plan a all other structures, specify north, and street 1. 1 a I PDT I ULUCE N Rear,. For odd shaped lots, or if space is Tit SCAEbuL6; ' toc sthoIl, provide separate plot plan. LS611L (stc /17s'N /RNG) See site plan R Cr DUILUiNGu NOW ON 1'ARctL - 1 mint . Wayne Rudd USE OF DU1'LD1NG5 NM ON PARCEL MAILING . ADDRESS 332 Park Ave, . . i crrY• Ras a1t, m • i'WONS 927 -9119 Naas 4a D)(42 C- c /58 , 1 • 4 AD1 " C . 91-/9-,V aL `9A3' -tr02 1 ' :t# -/a 1 • AD(121k:SS -// 1/ I - / ti art' . r :, iivory LICENSE 1! � ; 2 I, qS A 1 CLASS or tlU I!L � f 2,-0 W New ALTlil7719'lON ADUITIUN . / 5) OOP t/ (de, `• `,z /, ? `, J 2 ' i � 7lrLa Rpm (make /uo 1R MOVE ` _ - YOL15N • I • q ; f r . , fSP del) �'G' ,r r. OF DUILDING • ' - S.F. or LOT f' ,7 'ur "7, f OP rwonS • - HEIGHT BUILDING USa ...___.. OF FJflAILY .UNITS .. OF' TGNDE 7 . / C( 2 I7 or Shcnlerciaj. :.halted t � JAGEr iSJNCL$ DAL_' can/VI/Tr SINGLE DAI. • FROM' 2 MATRIX 1.111E REPLACE' UCUGULIENTS ATIAu1i n - srxuzr holm/no NUNL'ER P ci V' c✓ *- - • I6R SUPPLY . • Yes. C1ECR 1F CORNER LOT 'IV51171Y Pbu2171r • - Private DESCRI OP puns. PLANNED , ..&aJ Ts PLAN -.1. • Y P4 5 lee- e is. . •ILDINC PLANS.. ' F1avafinns' nnly . / MITART SEN$R CLtARANCE •• No • Y hereby acknowledge' that I have tread this 1 szn; :snoics bzsvvsnt, PErtrJ T No . • application and the above Is correct and 1 'IIGR.v6cynEDXS (specify) Well -lest t+esults agree Lo comply kith all county ordinances t'oP,gCfl)oc prIO re. iiObi 1,157.. and state 27 r lathy building constzvctic• < 51GNj RE . suit! OFFICL' USD ()HIT . ILI/Arlon `. - -' FLOCJO ttrianWD- WII,T F'EE • Ar - CASCK FEE CERTIFIED ENV ELEVATION • ?nu. Far $ 'AI ' •1. Root - JAt'Aer mt . -• .. 5I'ECIAL CONDI IONS No 4rciele Ul.S7AN A k/•P41, ITS PEiulrT 1 SUED ' - Ap).C- v) -pill ;:04, dr :)N LNG 'DISTRICT - • -• - • PNUIILSNS'WWI!' PERM? '' YP5 mil OCCUPANCY Q • • n'G of co lsmRUC.TnON dr- . / HOGeft. . • ADOLTIONAL 1NCOnnA'r1OIt NEEDED . F.. ae,DUiLDING /5 000 s. P. or LOT • - rot.. aswwr. 24 /Wall CL2LS5. - • antiriEU BY COLORrit1O RSGxsTERED LAND SURYXFU7 nancet$ FROM L'ROJ'snry LIBE: : mini' Z -' On ENGINSEN • 'EAR • $'O'• RIGRT'IF. .ge LErr W q5 ' . . . . if'F SI71EE1' PARSING SPACES REQUIRED - ' rl'ROVRnt �, j rte' Arrnotitnt , , ' .1 � " �DlNO . : :PA '9' � !)ATE PLANNING f'JfIT1'JJEN]' nun GARFIELD COUNTY BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE � APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. ' THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT TI CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING .CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) 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 AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN SUPPORT OF THE OWNERS INTEREST. Art Hougland, of Building Official PRNOTICE 109 8TH STREET, SUITE 303 • 945 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 • Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan analysis based on the 1988 Uniform Building Code Project Number: Name: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at this time. Date: August 11, 1994 Contractor: Rudd Construction Occupancy: B2 Designer: Wayne Rudd Type of Const: III -lhr Engineer: None indicated Plans Examiner: Art Hougland NOTE:The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1988 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 80.0 Feet 80.0 Feet EAST Property line 45.0 Feet 45.0 Feet SOUTH Property line 92.0 Feet 92.0 Feet WEST Property line 40'.0 Feet 40.0 Feet Area increased 100.00% for open area on 4 sides. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Manufacturing /Comm. B2 ok 15000 36000 0.42 ok TOTAL FOR FLOOR 15000 36000 0.42 ok BUILDING TOTAL 15000 36000 0.42 ok The actual height of this building is 26.0 feet. The maximum height of the building is 65.0 feet. -- Table 5 -D EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17 -A & Sec. 2003.(a) NORTH EAST SOUTH WEST OCC BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG BRG NON -BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT B2 2hr Ohr None 2hr Ohr None 2hr Ohr None 2hr Ohr None The exterior walls are required to be of NONCOMBUSTIBLE material. Sec.2003.(a) None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Sec.2003.(b) Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306.(h) NOP -- Openings are not permitted in this wall. * -- These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1709. for details and exceptions. • Page # 2 Code review for: Project Id.: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at this time. OTHER BUILDING ELEMENTS Table 17 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Any 1 hr Interior nonbrg wall Any 1 hr Structural Frame Any 1 hr Exterior Struct Frame Any 1 hr See footnote #1 Floor /Ceiling Assembly Any 1 hr Roof /Ceiling Assembly Any 1 hr Stairs Any None FOOTNOTES: 1) Minimum on exterior side also based on exterior brg. wall requirements. DRAFT STOPS: If there is combustible construction in the roof /ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 2516.(f)4.B.(iii) OCCUPANCY SEPARATIONS 'None required ADDITIONAL SEPARATIONS FOR B2 OCCUPANCY: A lhr occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 708. EXIT REQUIREMENTS: FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOTES LOAD' REQUIRED WIDTH [ft.] HDWR CORRIDOR SWING 1 Manufacturing /Comm. 75 2 TOTAL 2( 2) 1.5( 1.5) No Yes Out Rated corridors are to have lhr fire protection on both sides of walls and ceiling. -- Sec. 3305.(g) Openings are required to be protected. - Sec. 3305.(h) In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 3303.(C) Exit signs are required from all areas serving an occupant load of 50 or more. - Sec. 3314.(a) Door swing is based on Sec. 3304.(b) except as noted. Occupant load is based on Table 33 -A. Number of exits is based on Table 33 -A except as noted. Exit width is based on Sec. 3303.(b). FOOTNOTES: HANDICAPPED ACCESS: 1) Handicapped access is required to at least one primary entrance to this building. -- Sec. 3301.(e) & Table 33 -A 2) If a ramp is used for handicapped access, the max slope is 1:12. -- Sec 3307.(c) Provide a landing within 1 inch (1/2 inch at doors used for handicap access) of the threshold. -- Sec. 3304.(h) The minimum width is same as door width and the minimum length is 44 inches. - Sec. 3304.(i) ' The maximum travel distance in this building is 150 feet. - - Sec. 3303.(d) • i r Page # 3 Code review for: Project Id.: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at this time. ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 32 -A 2) See section 3204. and ICBO research reports for requirements. AUTOMATIC SPRINKLER SYSTEMS: If openings are not provided in each 50 feet of exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. -- Sec. 3802.(b) If there are 100 or more sprinklers, the automatic sprinkler system shall be supervised by an approved central, proprietary, or remote station service or a local alarm which will give an audible signal at a constantly attended location: -- Sec. 3803. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 38 -A A hose is not required. -- Table 38 -A FOOTNOTES: 1) The location is to be per Sec. 3805.(c),(d),and /or(e) WALL AND CEILING FINISH: 41) Wall and ceiling finish materials are required to comply with Sec. 4204.(a) and Table 42 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec: 4204.(b) 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 42 -2 -- Sec. 4205. INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 1713.(C) exc. #2 2) Foam plastic insulations are required to be protected. -- Sec. 1712. GLAZING REQUIREMENTS: 1) All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406.(d) ADDITIONAL REQUIREMENTS: For B2 occupancy In all areas customarily occupied by humans, provide natural or artificial light and ventilation. -- Sec. 705. • Page # 4 Code review for: Project Id.: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at this time. If water fountains are provided, one must have a spout within 33 inches of the floor and up -front controls. -- Sec. 511.(c) HANDICAPPED TOILET FACILITIES: 1) All doorways leading to a toilet room for handicapped are required to provide 32 inches clear width. -- Sec. 511.(a) 2) Provide 44 inches clear on each side of doorways. -- Sec. 511.(a) 1. 3) Provide a 60 inch diameter clear area within the toilet room(s). - Sec.511.(a)2. 4) Provide a clear area 42 inches wide and 48 inches long in front of at least one water closet. If in a compartment and door is on the side, provide a clear access width of 34 inches. Door may not encroach into clear area. -- Sec. 511.(a)3. 5) A 48 inch access width is required to the handicapped compartment. - - Sec. 511.(a)3. 6) Grab bars are required behind and on one side or on both sides of handicapped water closet. Side bar is required to be 42 inches long (min) and extend 24 inches in front of water closet. Rear bar is to be 24 inches long in a room or 36 inches long in a compartment. The top of the bars are to be 33 to 36 inches above the floor. -- Sec. 511.(a)5. 7) Provide a clear area under at least one lavatory. 30 inches wide X 29 inches high X 17 inches deep minimum. -- Sec. 511.(b)1. 8) The bottom of one mirror, opening of a towel fixture, and disposal fixture is required to be within 40 inches of the floor. -- Sec. 511.(b)2. &3. 9) The top of the seat on the water closet is required to be 17 to 19 inches above the floor and cannot be sprung to return to the lifted position. -- Sec. 511.(a)4. Garfield County Building & Planning Department 109 Eighth Street, Suite 303 Glenwood Springs, CO 81601 (303) 945 -8212 Plan review based on the 1988 Uniform Building Code Project Number: .Name: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at, this time. Date: August 11, 1994 Contractor: Rudd Construction Occupancy: B2 Designer: Wayne Rudd Type of Const: III -lhr Engineer: None indicated Plans Examiner: Art Hougland Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1988 edition) with permission of International Conference of Building Officials NOTE. I I' /7'01 in 0 f'Qtnnno f4104 ro , :soa c ol pR.rM f Off" ltro4 RRQ # SHEET IDENTIFICATION CORRECTION REQUIRED ( Ryog,pt ig 1 Elev. Not specific roof sys.: The roofing on this building is required to be class B or better. -- Sec. 3203. & Table 32 -A 2 Elev No information provided: The roofing system must be approved for wind loads is this area, provide information on the system to be used. 3 Elev. No constr. plan provided: All sheets to be stamped and signed by an Architect or Engineer registered in this state. -- 'Sec. 302.(b) 4 Elev. No information provided: This exterior wall is required to be a 1 hour assembly. Table 17 -A & Sec. 2003.(a) 5 Elev. No information provided: This ceiling is required to be a 1 hour assembly. -- Table 17 -A 6 Elev. No information provided: All elements of the structural frame are required to have 1 hr fire protection. -- Table 17 -A and Sec. 1702. 7 Elev. No information provided: The construction of interior walls are required to be a lhr hour assembly. -- Table 17 -A 8 elev. No information provided: Exterior walls are required to be constructed of noncombustible material. -- Sec. 2003.(a) 9 Elev. Not indicated on plan: The doors from this area are required to swing in the direction of exit travel. -- Sec. 3304.(b) 10 Elev. Not indicated on plan: Provide handicap access to the building. -- Sec. 3301.(e) & Table 33 -A 11 Elev. Not indicated on plan: At least one toilet for each sex is required to comply with the handicap requirements. -= Table 33 -A and Sec. 511. 12 Elev. No information: The required 60 inch clear area is not provided in this toilet room. -- Sec. 511.(a)2. 13 Elev. No information: Provide a 48 inch clear access width to the handicap compartment. -- Sec. 511.(a)3. Page # 2 Required corrections for: Project Id: Evergreen Commercial Ctr. Phase I Bldg. Address: Undetermined at this time. #', SHEET IDENTIFICATION CORRECTION REQUIRED 14 Elev. No information: Provide the required 48 inch clear space in front of one water closet. -- Sec. 511.(a)3. 15 Elev. No information: Provide the required 42 inch clear width at one water closet. -- Sec. 511.(a)3. 16 Elev. No information: Provide the required 29 inch height, 30 inch clear width, & 17 inch clear depth under at least one lavatory. -- Sec. 511.(b)1. 17 elev. No information: Provide at least one mirror with the bottom within 40 inches of the floor. -- Sec. 511.(b)2. 18 Elev. No information: Grab bars need to be shown on the plans that comply with section 511.(a)4. 19 Elev. No information: Include engineered truss details by the truss manufacturer's engineer. (reg in this state) 20 Elev. No information: Provide a complete foundation design for this building based on the soils condition at this site. -- Chapter 29 21 Elev. No design loads provided: Show all design loads used in the design of this building on the plans. (snow, wind, seismic, live, etc.) -- Chapter 23 22 Elev. No information: This beam is not supported to the foundation. 23 Elev. No information: This bearing wall is not supported to the foundation. 24 Elev. No information: This beam is inadequate to support the loading on it. mass J & M PUMP COMPANY F EB 1 l 1994 0241 COUNTY ROAD 167 R upp CONS7: GLENWOOD SPRINGS, CO 81601 (303) 945 -6159 February 8, 1994 Rudd Const. 0132 Park Ave. Basalt, Co. 81621 Attn: Wayne, A twenty four hour well test was performed by J & M Pump Co. on the property located next to H Lazy F Mobile Home Park. The following results were obtained: Well: 108' Water Level: 68'5" Drawdown: 11'7" Pump Setting: 104' Sustained Yeild: 50 GPM Water Clarity: Clear Recovery: 15 Minutes (full recovery) This well clearly exhibits the information needed to up- grade the permit for at least 50GPM. If you have any questions, please feel free to call. Thank You. J & M PUMP CO. egeSte/d /14a/ Richard A Holub Lic. No 1196 J & M PUMP COMPANY 0241 COUNTY ROAD 167 GLENWOOD SPRINGS, CO 81601 (303) 945 -6159 4/8/93 Wayne Rudd 0132 Park Ave. Basalt, Co. 81621 Attn: Wayne, A twelve hour well test was performed by J & M Pump Co. on the new well drilled by H Lazy F Trailer Park. The following results were obtained: Well: 104' Water Level: 68' Drawdown: 0 Sustained Yeild: 15 GPM Hardness: 22 Grains Iron: 0 PH: Neutral Water clarity was crystal clear upon @ 30 minutes into the test. A Rebate of $275.00 is offered by J & M Pump Co. upon completion of a new installation of a water system using this well. If you have any questions, please feel free to call, 945 -6159. Thank You. J & PUMP CO. dede Richard A Holub Lic No. 1196 5,, -b,_ _>5\ki ,aM +a.. WELL CONSTR: 'TION AND TEST REPORT • For Office use only . 1 u� 9 0 t STATE OF COLORADO, S _. I]CE OF THE STATE ENGINEER t.l WELL PERMIT NUMBER MH • 2IOWNER NAME(S) Wayne Rudd Mailing Address 0132 Park Avenue _ City, St. Zip Rasalt, CO 81621 Phone (303 ) 927 - 9119 3. WELL LOCATION AS DRILLED: 1/4 RF 1/4, Sec. 1 Twp. 7 S , Range 89 W . DISTANCES FROM SEC. LINES: ft. from Sec. line. and ft. from Sec. line. OR (north or south) (east or west) SUBDIVISION: LOT_ BLOCK FILING(UNIT) STREET ADDRESS AT WELL LOCATION: 4. GROUND SURFACE ELEVATION +1 ft. DRILLING METHOD Cahl etnnl . DATE COMPLETED ADri 1 6 1 423 . TOTAL DEPTH 104 ft. DEPTH COMPLETED 104 ft. 5. GEOLOGIC LOG: 6. HOLE DIAM. (in.). From (ft) To (ft) Depth Description of Material (Type, Size, Color, Water Location) 9" 0 30 ' 7" 30 10 4' 0— 75' River Boulders __ 7. PLAIN CASING 75- 85' Sand and Boulders OD (in) Kind Wall Size From(ft) To(ft) 7" ,Steal 75n n 94' 85 -104' Sand and Gravel Water Located 75 -104' PERF. CASING: Screen Slot Size: 7" Steel .250 94 104' — 8. FILTER PACK: 9. PACKER PLACEMENT: Material ara Type Size 3/8" Interval 15 -35' Depth 10. GROUTING RECORD: Material Amount Density Interval Placement REMARKS: _ Cement 20gal. 5 - 5 - 15' Gravity • 11. DISINFECTION: Type HTH Amt. Used 3.5 TBS 12 WELL TEST DATA: ❑ Check box if Test Data is submitted on Supplemental Form. TESTING METHOD Bailer Static Level 6R ft. Date/Time measuredApril 6, 1993 , Production Rate 10+ gpm. Pumping level n ft. Date/Time measuredAnri 1 6, 1993 , Test length (hrs.) 1 Hour Remarks 13. t have read the statements made herein and know the contents thereof, and that they are True to my knowledge. (Pursuant to Section 24 -4 -104 (13)(a) C.R.S. . the makin. of false statements herein constitutes perjury in the second degree and is punishable as a class 1 misdemeanor.) CONTRACTOR Shelton Drilling, Inc. Phone ( 303) 927 -3893 Lic. No. Mailing Address P.0. Box 1070, Basalt, CO 81621 Name/Tltle (Please type or print) Signature Date Steve Shelton /Owner �) tut rt 4 -7 -93 . , . . . .. . . . 0-y4i un et x . --- v-er 9 - r-e - E Li Co gAlLti f u'clot f Ce 44 f r LI 71 -...5...., . Pe r 1 - 4 i / 4 4, LA:c , : , • rrA.Q- Pro p - e r / c c , cele I 4. e l - - C 4 P r ,11 Zu Li E, / ( i / . - 7 t er ct if 0 'Ai e e 7-T2 0 ei u e. a- r tc-c-ito - - re( Iasi 117 0 r et . fc:r - V" : /44" -1,-4H L c-•- (// 0 -7- le 00 LA-1. i Lis 2-1 0 Lit e / 6T-r fropoy e .. _._ l • ceC-4 1 . osi t- — .- - di , 2 t ti e -Z0-14 Refcl(-0 oAt fqt q r a flort-i-1/H el 47 - ect 510. oz,z, ;------------- ----------,-- "r 1 r 1 7( cc. L4 1. 0 re cc t-t-t/ /7 lo /cote 6/ c\. .cti-e„, sir e 4 2 a el' 4 1 --i r re Y ° YerLtef -feeri (,) 0 e ro r---1, • 51 7 PIA Aft 7/ €__ • 5, b Ta iv) 4 c. e_ a LI ) Cfri ,Cir prq Yk trig 0_ 3 .5 cf 4 ,....„4-4,/ex ...,- d r r ] - ,.../ -e a c Y -e pc/ V c_ e ( y _ . “.„) ■ t 1 1.. .--t...) t<-4 e i / , • 0 c 4 ,i; _dr? 5 0, a C •cl i 617 I: / -77 b 7/ .. , 4 /•• • i ."-„ ct ,...kt r e \ c pa_yik -15 5 ps. c e ec 0 cc- c° -cf lo. i pt- , Lis.. r‘ac‘ lc-d el 7 I e 07 : fr 1 / tor 0 co, , ri.,-, ...-__ ct. 4, 1 e p ,-, -r; e L., i co • ...L-7 - EL I , j _.• . 4 •147:7, 7T1 ?I/ INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT RFIELD COUNTY, COLORADO Date Issued2. /�- -Zoned Area Permit No 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 permit may then be revoked by notice from th C nt din I for and IMMEDIATELY BECOME NULL AND VOID, Use � 4 .° 0 a 'f agge Address or egal Descrip io ' Owner Lot _ Contractor (jlki Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning °A-13h 6r ti=19 d d / 4' z Roof Covering V 4 e ti , e"- Ig / Electric -Final (by STATE inspector) 4% g i k _ c d th t o� Y/ , "r /J I ( 7 ( / `f „J,� 5__ _c Footing ,�,� ,.vim - �'=7 -�is 5 '',- 4 - TdI.- 4n- / 4 1 - gq taw ICI Fi , -f � yceet - Foundation /4 /�ir --, - Jw�` Plumbing - Underground io3 e_y- \ ri(:w Gas Pipin a- *- /C '`' <'''' Heating Ventilation — ' -- ----..______--z Frame Insulation Plumbing -Rough Drywall Electric -Rough ft' - f tk -2 -; 3 1 `!' r ; _ ; 1 6 - (by STATE inspector) Y l% ,11 12 i Final c- ,L $ 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 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. 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