The URL can be used to link to this page

Home My WebLink AboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address S 1% kJ -PC -Al -et Nature of work Building Permit Use of Building 0 -� Ownek L1 k fr( Contractor 1 No. 8478 Amount of PermitS 516 . `C` -f' Date Clerk GI RFIELD COUNTY BUILDING PERMIT APPLICATION 0AgI LD C(i1JiTiY (GLENWOOD SPRINGS). COLORADO IN:SPEC110N LINE: 0'70)384-5003 i FI.EFI(ONF.(v70) 94S-4(212 OF 100 ADDRESS - ) z 3 4 PERMIT NO. LOT !.O BLOCK NO. SEP &TTaC %-kD AEOLUS PARCEL/SCHEDULE NO SLED[VISIONlMA F170N '(ARAtNGTE. in EA 285 77 G, UM) SGT" pa Cr70 - 9647- u II .0 CC u C ON5 T IZ rz0A) 6 W pr. cs,3h 7 8 9 I0 AD PUSS N T - f1 Z4 Lw 21> f OLAP b 'SST Cr, Sq IT win SEE SITE PL.&) 132°` 6471° a fF=LF pffsL191i PORK: oADOITION CALSl3A11021 11111117 4 - 83ZZ .� 11.a1.A oLMdf raKIM r`p1117VA I' MUST orw sift a[ alIE pISPOSAL(ST7nC) VAICATION CIS riRi A 159,1435.00 A7[GALcWAA It) 44/04eHIM MUST l%� O' .oF$1 Buu.O/I4C.. Aon VALCAMPI• cV V I V carry NJ1N CIO/ vNY-DA tri.) "Fbit Z.41,3 Pi 44)1rw, OrFia 73uJCPI 14 Aita- NOTICE A sk.FA RATE F:x.CTR:C\I. PIWJIT It lLg1RAF.0 AND %UST 8E I&SIAD 8Y THE STATE OF CcLokAL O THIS PERMIT BECOIs NUL AND VOID IF WORK OR CONSTRUCTION A1.5110t OR ilIRK ISSUSPENDEDPENDED OR �DONFD FOR Aro TR NoT PERIOD OF 110 DADAys, OR IF YSAT Li NY TAM AMA WORK IS COMMENCiD. iD HEREBY CHATTY READ AND EXAMINED POIOV oiow T RS 10 BE TRUE CoA PROVISIONS Lw& c7OVELVIN0 T}BS TYPE OF WORK WQl B8 COMPLIED WTTA WHETHER SPECIFIED HF.P.RIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AITTTIORLT 0VIOLATE ORCANCEL ' PROVIS/ONS OF ANY 01 THE PERPORRSTATE oR OF LOC tV REAR:L A • CON IN ICO FLANotEcocki.E.$5 77. (,9 Sncv 4-s( FeLV TOTAL FEE: I 1.4q OCC: CROL?' PF.R.MTT `385.75 DATE. PFR:M1(IS5l r(0y TONING. MANU HOME. AGREEMENT PERMISSION IS IIERF.BY GRANTED TO TILE APPLICANT AS OWNER, CONTRACTOR A11D Q& TUE AT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFH ATSON3 SUBMITTED TO AND REVIEWFDBY THE BUILDING DEPARTMENT. IN CONSIDERATION OF 711E ISSUANCE OF THIS PERMIT, TIE SIGNER HEREBY A(BtFFS TO COMPLY WTTH AIL BUS TNG C IF THE CODEs '1)ABLAD USE ORD LOTIONS A OPTS BY COITLID COI D THE LOCA IO , ERF_ RIO& GIVEN TR JCflO01 USE OP HE ABOV slams. ED STRUCTURE, THE PERMIT mAY THEN BE R1'.VOKED BY NOTICE FROM CON(PLIED WITH IN THE LOCATION, FRECTTOI'L C01.'STR11GT10N AND THE. COU3..111( AND THAT THEN ANT) WERE IT SNAIL BECOME NULL AND VOID. THE ISSUANCE OF A PFJ(MTT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BL'D_UL\(i OFFICIAL FROM THEREAFTER REQUIRING THE CORIILC_TION OF ERRORS 11; SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO FRBVENT!NG BUUDD G OPF-RAT1ON DEDrG CARRIED ON TTIE.REVNDER WIDIN IN V 1OLATION OF THUS CODE OR ANY OTHER ORDINANCE 0R MULATION OFTk9S IURLSDICITON. 111E REVIEW Or THE SUBMITTED PLANS AND IPPf.1nCAT1ON3 AND 1NsFECTIoNS CONDUCTED MER.EAFTER DOES NOT CONSTTTUT AN ACCEPTANCE. OF ANY RESI'ONSIBILIT7ES OR LIABILITIES BY GARFIE D COUNTY FOR ER ORS, OMISSIONS OIL DLICASPANCIES. TILE RESPONS1IBJTY MM l NFsE ITEMS AND cmpLEmENTATIoN DURING CONSTRUCTION RESTS SPECIFICALLY WTTli THEARCHITECT, DESIGNER. BUILDER AND OWNER. COMMEN ARF. INTENDED TO BE CONSERI'ATM AND INSUPPORT OF THE OWNERS TNTFAEST. 1 I1REt)Y ACKNOWIIsDGE THAT I HAVE LEAD AND UII £P TAND THE AST ABOVE (TT` UI'lt.) C,Rrfcrmoo3 CONST' -11T E. SEI 'IIAC:S. 401.022A1241- I1� 1.• BEST COPY 'fhe following items are required by Garfield County for a final iaspc::►ion: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted wlier.: cadi1y 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 refrigcrf . all nec..ssary plumbing; -f . A complete bathroom, with washbowl, tub or shower, toilet stool, hot and coli rcr,.:ng non-absorbent floors and walls finished and a privacy door; '~ 5. All steps outside or inside over three (3) steps must have handrails, guard rails on ::,:Iconic; : r decks over 30" high constructed to all 1994 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 demar>:cr::tion cl ..xtcnuating circumstances, i.e. weather, but a Certificate of Occupancy will not be i,..;stIcd 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. s,CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.1' CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR ,: PREMISES I$NTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupant , us_c_and t}« Certificate of Occupancy for the dwelling under building permit # Y rz Signature ;ipcont 7-f2,-�-z. Date 4v y 4- Se$7s 7k"' 577.(4 9 e + �p od October 30, 2002 Mr. Bob Gardner Williams Energy By e-mail at (bob.gardner@,williams.com) And P. O. Box 370 Parachute, CO 81635 Dear Mr. Gardner, Garfield County BUILDING & PLANNING DEPARTMENT Code Compliance Office shackett(7a Earfield.-county.com It has been brought to my attention that an office building which is currently being built under Garfield County building permit #8478, located at 4289 County Road 215, is being illegally occupied. During a gas pipe inspection this morning our inspector observed that your employees are actually set up and working in the building. A final inspection and Certificate of Occupancy for this building will not be authorized until the building is completed, all the inspections are done and a Special Use Permit has been issued for this processing facility. It is a violation of Colorado Revised Statues 30-28-205 & 210, Uniform Building Code, to occupy the building without a Certificate of Occupancy. Please consider this letter to be a "Stop Work Order" that is effective until the building has been vacated by Williams employees, along with all equipment that is not part of the building and furnishings. You are hereby given notice, pursuant to the above statutes, that you must completely correct the violations within thirty (30) days of the date this notice is received. Please be advised that violation of the above statutes is a misdemeanor crime punishable by a fine of not more than $100.00 or imprisonment for not more than ten days, or both, and that each day that the violation continues is deemed to be a separate offense. If you have any questions regarding what actions are required to achieve compliance, or you wish to report compliance action taken, please contact this office in writing at the address below, or by e-mail at the address above. Sincerely, Steve Hackett Compliance Officer 108 8th Street, Suite 201, Glenwood Springs, Colorado 81601 (970) 945-8212 (970) 285-7972 Fax: (970) 384-3470 As of January 1, 1999: ix. included for a Building Permit must be on draft paper at least 18'"ti 24— and w iwn u Plans must include a floor plan, a concrete footing and foundation p�clue ations g the firl�ish skies with decks, balcony steps, hand rails and guard rails, windows anddoors, 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, insulati -'r. >heeting, house -rap, (which is required), siding or any approved building material A window schedule. A door schedule. A Moor framing plan, a roofing framing plan, roof must be designed to witlss:tand zi to 7,000 F.U.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirrntents o1;::•: . .ne your plans will be returned. BEST COPY ,applicants are required to indicate appropriately and to submit completed thecl: al lin: ° or application for a permit: is a site pian included that indicates the distance of the proposed building or ad(lii iim to Property lin ther buildings, set back easements and utility easements? Yes No Not necessary for project 2 Are the plans submitted for application construction drawings and not drawings that arc stamped or mar identifying them as "Not for construction, for permit issuan ;{ only", "Approval awings only", For permit issuance only" or similar language'? Yes No Not necessary for this project 3 Does the site plan include the location, including the distances to property lie -:; . -ils. • subject property and adjacent properties), streams or water courses: of the I. 1. (individual Sewage Disposal System) and has the system been desimed, stas t: aid signed by a rado registered engineer? Yes No Not necessary for this project Does the site plan indicate the location and direction of the State, t:'nunry or Iv :;'c c t ..•. accessing operty? yey No Not necessary for this project 2 z, Do the plans include a foundation plan indicating the size, location and spacn2 all reinforcing st in accordance with the uniform building code or per stanrpec , - ane design? Yes No Not necessary for this project ti. if the building is a re -engineered structure, is there a stamped, sit,,::: -Ii engi foundation p or this building? Yes No Not necessary for this project 7 Do the plans indicate the location and size of ventilation openings ;•_,. Ltnu spaces and a 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 th t;' , roof joist spaces and soffits? Yes No Not necessary for this prOft K 9 Do the plans include design loads as required under the Uniform Building Code for root• snowload minimum of 40 pounds per square toot in Garfield County)? Yes No Not necessary for this project_ 10. Do the plans include design loads as required for floor loads under the Uniform ,'suildin . Code Sectio 44 and Tables 23-A and 23-B? Yes No Not necessary for this project 11 Does the plan include a building section drawing indicating foundation, wal: roof constru Yes�� No Not necessary for this project 12. is the wind s and exposure design included in the plan? Yes No Not necessary for this project Does the buildin section drawing include size and spacing of floor joists, wall - i ids ceiling joists f rafters or joists or trusses? Yes No Not necessary for this project 1 4 Does the building section drawing or other detail include the method of positive connection columns and beams? Yes No Not necessary for this project _ 3 15 Does the plan indicate the height of the building or proposed addition tiorn ;:p:::.,.;;it:: - point of the build- g or addition measured at mid span between the ridge ani: rl.. r`.,, down to ext g grade contours? Yes No Not necessary for this project 6 Does the plan include any stove or zero clearance fireplace planned for installaooi` including make model and Colorado Phase fl certifications or Phase iI FP; certification? Yes No Not necessary for this project _. :'1 Does the plan include a masonry fireplace including a fireplace section it comply with the Uniform Building Code Chapter 37? Yes No Not necessary for this project 18 Does the plan include a window schedule or other verification that ;+ essf t c from sleeping ro and/or basements comply with the rquiremer!ts of the • it : Ill Building C Yes No Not necessary for this project 19. Does the plan include a window schedule or other verification that windows pr natural light ventilation for all habitable rooms? Yes No Not necessary for this project 1)o the plans indicate the location of glazing subject to human impact such as glass dour i. glazing immediately adjacent to such doors; glazing adjacent to any surface normally tuSCSI as a wallang surface; sliding glass doors; fixed glass panels; shower doors and tut, enclosures = s - -fy safety glazing for these areas? Yes No Not necessary for this project ':1 Do the plans include a complete design for all mechanical systems planted i; in this build - Yes No Not necessary for this project `?2. Have all areas in the building been accurately identified for the intended use.- as se' as identified i aniform Building Code Table.5-A) Yes No Not necessary for this project Does the plan indicate the quantity, form, use and storage of any }1.1:,:fi dc..:s niay be in use in this building? Yes No Not necessary for this project 4 Is the location o natural and liquid petroleum gas furnaces, boilers and w ;;eatt'c indicated o e plan? Yes No Not necessary for this project _ Do the plans indi he location and dimension of restroom facili: �s and t tour emplo and both sexes are employed, facilities for both sc' . •_ i9 Yes No Not necessary for this project :'.b. Do the plans indicate that restrooms and access to the building are : .'atrcli: al accessible? Yes No Not necessary for this project 17 Have two (2 mplete sets of construction drawings been submitted with Yes No Not necessary for this project 28. Have you designed or had this plan designed while cons+d5siOg building and otiie construction equirements? Yes No Not necessary for this project 29 Does the plan accurately indicate what you intend to construct and what will receive ei final inspectio the Garfield County Building Department? Yes No 30. Do you understand t approval for design and/or construction changes are. prior to the ' ementation of these changes?. Yes No 3 1 . Do you understand that the Building Department will collect a "Plans Revie, • In you at the time of application and that you will be required to pay the "Permit' .. :+ as any „Septi tem" fees required, at the time you pick up your building lie.:' Yes ' No ;2 Are you aware that you are required to call for all, inspections required under t' l rn: Building Code including approval on a final inspection p�iar to receiving a C,_ Occupan d occupancy of the building? Yes No 33 Are you aware that the person signing the Permit Application whether the ''uw +:k: "Agent of the • . er", "General Contractor", "Contractor' or otherwise, sign i n the applicatiothe party responsible for the project complying with the Unifo4n Code:,'' Ycs No 5 B 24 our nb ice )(Al i .,� Are you aware that twenty-four Inspections will be made from Battlement Mesa to West Glenwood in th. 3::oening, . ud from Glenwood Springs to Carbondale, in.the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon. inspections must be called in by 4:00 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. ;5 Are you aware that prior to issuance of a building permit you are required to >hov-. proaU of a driveway access permit or obtain a statement from the Garfield County Rood & Bridge Department stating one is not necessary? You can contact the Road liridge. Department at 625- 01. Yes No 36 Do you understand that you will be required to hire a State of Color ado Lice .!>' • Electrician and Plumber to perform installations and hookups? The license n. ;:, . NA, ' required at time of inspection. Yes No 37 Are you aware, that on the front of the building permit application you will nt1/4:.tt t lily the Parcell Schedule Number for the lot you are applying for this permit on l;ri; r to issuance of the building permit? Your attention is this is appreciated. Yes No 1 hereby acknowledge that 1 have read, understand, and answered these questions to the best of my abili re Phone:T7t -2u3 - 4641(days), 97b- Z43- 1-14142 (evenings) Project Name: iort~LsAm5 ?lt.o?t crao `6FF.=LE�� Project Address: Coir) T ? RD 2 /5 P&RACi-LuTe, Co, gI635 6 7—/, a - date Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 970.945.8212 Fax 970.364.3470 Plan analysis based on the 1997 Uniform Building Code Project Number: Date: August 8, 2002 Project Name: Williams -office and control Address: Occupancy: B Construction: V -N Contractor: Architect: Engineer: Report By: Andy Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Pian Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE EIRE PROTECTION NORTH Property line 45.0 Feet 45.0 Feet EAST Property line 140.0 Feet 140.0 Feet SOUTH Building 15.0 Feet 0.0 Feet WEST Property line 90.0 Feet 90.0 Feet Allowable area increased 62.5% for open area on 3 sides. -- Sec. 505.1 Code review for: Project Id.: Williams -office and control Address: FL NAME OCC Page # 2 MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1. 1 Office 2 1 Office 3 1 Mechanical Room 1 M. Bathroom 1 F. Bathroom 1 Non -habitable 1 Control rm. TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B B B B B B Area B B ok ok ok ck ok ck ok ok 103 13000 0.01 ok 106 13000 0.01 ok 103 13000 0.01 ok 106 13000 0.01 ok 73 13000 0.01 ok 73 13000 0.01 ok 291 13000 0.02 ok 399 13000 0.03 ok 1254 13000 0.1 ok 1254 13000 0.1 ok The actual height of this building is 17. feet. The maximum height of the building is 40. feet. -- Table 5-B EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH Fo r Occupancy B EAST For Occupancy B SOUTH Fo r Occupancy B WEST For Occupancy B None 3/4 hour Bearing Wall 0 hour Bearing Wall 0 hour Bearing Wall 1 hour Bearing Wall 0 hour Not Allowed Non -Bearing Opening Wall Protection 0 hour None Non -Bearing Opening Wall Protection 0 hour None Construction Material Any Construction Material Any Parapet Required No Parapet Required No Non -Bearing Opening Construction Parapet l-O4,$1*i-0 Wa71-1„, Protection Material RequiredS/W,iE 1 hour Not Allowed Any Yesw Non -Bearing Opening Construction Wall Protection Material 0 hour None Any Parapet".4- Mw9r4LAJAA410 Required No No fire protection requirements for openings. Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Openings are not permitted in this wall. Code review for: Project Id.: Williams -office and control Address: OTHER BUILDING ELEMENTS MATERIAL Any Any Any Any Any Any Any ELEMENT Interior Bearing wall Interior nonbrg wall Structural Frame Exterior Struct Frame Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Table RATING 0 hr 0 hr 0 hr 0 hr 0 hr 0 hr None Page # 3 6-A NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the st.ructuralframe, whichever is greater. -- Table 6-A, footnote 1 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 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 1 1 Office 2 1 Office 3 1 Mechanical Room 1 M. Bathroom 1 F. Bathroom 1 Non -habitable Area 1 Control rm. TOTAL 1 1 0.2 1 1 0.2 1 1 0.2 0.0 0.0 0.0 0.0 0.0 3 2 0.6 No No No No No No No No No N/A N/A N/A N/A N/A N/A N/A N/A N/A in areas where 2 exits are required, the minimum separation the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 N/R N/R N/R N/R N/R N/R N/R N/R N/R is 1/2 of Page # 4 Code review for: Project Id.: Williams -office and control Address: Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. - - Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. Page # 5 Code review for: Project Id.: Williams -office and control Address: LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: In offices (except health-care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and ICRO research reports for requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 6 Code review for: Project Id.: Williams -office and control Address: WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 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. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) A11 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. 707.3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Page # 7 Code review for: Project Id.: Williams -office and control Address: GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. OCT =1 C•00� 10 all nM DCHIC CLCOTf IC co. IIIC. ....as 270 a 11 COOT' n. 01 To • .- +y . 1 L 07711. Date Rec. — .- PERMIT* __ __ Cont:actot / Heine Owner : V 1 t tHely-4...,7 :t sr? 1Irot tsr HNINY114. 114IMP — m-_4. ei - lnrelal noise' !I, Vnderpc ustd ----- ACTION. .1.ti+s6•1001 u—Jl i .ii i.d —_ Ra 11011.. REINSPECTION FPE Comments tx Currtsctluus: inspector's Name .44,01, Phare 46-O Ar BEST COPY-- Date 1Q YOMZ:I XN*P WOTICC.DOC r.aaa. ad 1, / / 1";i'bAvav CRONK 1 CONSTRUCTION • INCORPORATED 3473' 1129 -24- Road Grand Junction, CO 81505 970-245-0577, 970.257.7453 (fax) October 31, 2002 RECEIVED NOV 0 4 2002 CERTIFICATE OF INSPECTION AND ACCEPTANCE GARFIEW COUNTY BUILDING & PLANNING Individual Sewage Disposal System Williams Production Project Parachute Creek Gas Plant 4289 County Road 215 Parachute, CO 81635 The individual sewage disposal system of reference was inspected on October 31, 2002 The system was found to conform with the plans and specifications set forth in the engineered sewage disposal system design for the aforementioned property prepared on June 30, 2002. Copies of the engineered plan may be obtained from the undersigned design engineer. Thomas A. Cronk, P 1 129 -24- Road Grand Junction, CO 81505 970-245-0577 • 6 ;CC w 0 icon out Q7 U lo z +. 1 3- — L CRONK CONSTRUCTION INCORPORATED 1129.24- Road • Grand Junction, CO 81505 970-245-0577, 970-257.7453 (lax) INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN Date: June 30, 2002 Prepared by: Thomas A. Cronk, P.E. Cronk Construction Inc. 1129 -24- Road Grand Junction, CO 81505 245-0577 Type of Design: New Commercial Office Client: TPI Industrial Inc. 1551 W. Independent Ave. Grand Junction, CO 81505 970-243-4642(wk) Property address: Williams Production - Parachute Creek Gas Plant, 4289 County Road 215, Parachute, CO 81635 Tax schedule No.: Legal Descript: Page 1 of 9 1.0 Site History The site consists of a parcel of uncultivated native soil in excess of 1 acre in size. The site has been construction -leveled in the area of reference. A percolation test/soils evaluation was conducted on the property of reference on 06/25/02 by an agent of Tom A. Crank, registered professional engineer (R.P.E.). The 06/25/02 site investigation was intended to provide subsurface design parameters for a new individual sewage disposal system (ISDS) to serve a commercial office at the site. An engineered ISDS design based on results from the 06/25/02 study has been prepared for the property. The 06/25/02 site investigation report is attached for reference as Appendix A. The locations of the perc excavations are shown on the attached plot plan. A discussion of developed design parameters and the engineered design follow. 2.0 Development of Design Parameters Aperc excavation trench (excavation A) was extended to a depth of 120" below ground surface (BGS). There was no evidence of ground water in the open excavation to a depth of 120" BGS. The high seasonal water table was estimated at a depth of 100" BGS. The soils evaluation indicates two distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 0" - 76" mixture of fine sand, silt, coarse to small sandstone cobbles with lenses of sandstone chips 76" - 120" silty clay As based on the 06/25/02 site investigation (Appendix A), a design perc rate of 80 min/in. is chosen for overall system sizing. Page 2 of 9 3.0 System Design A trench absorption field is proposed for discharge of septic effluent at the site. As shown in the attached graphics, the absorption field will consist of four trenches 2' wide and 51' long. The trenches will be excavated to a depth of 48". After excavation, 36" of gravel fill (1.0"-2.5" screened rock with aggregate components of uniform size) will be used to construct a level seepage bed in each trench. Adjacent trenches shall be separated by a minimum horizontal distance of 6' (10'-12' separation recommended for ease of construction) of undisturbed soil. Septic effluent distribution piping in the absorption field will consist of a 4" perforated discharge line placed level (end-to-end) down the center of each trench. As shown in the attached graphic, the perforated line will terminate 18" from the ends of each trench. The perforated line will be embedded in the gravel seepage fill with a minimum of 30" of gravel under, and 2" of gravel over each pipe. Ends of the perforated line will be looped with solid piping to adjacent trenches. As shown in the attached graphics, septic effluent will be delivered from the septic tank to each of the four trenches through a distribution box to provide equal distribution. The distribution box must be placed on stable native soil or compacted structural fill to prevent settling and assure equal distribution of septic effluent. Native soil will be used to fill the remaining 12" of trench excavation and construct a soil cap over the absorption field. Before placing the soil cap, synthetic filter fabric ("myrafi", 140-200 mesh), hay, or untreated building paper will be placed over the gravel bed to prevent intrusion of fine soils. The native soil backfill will be mounded 5% over each trench to promote surface flow runoff in the vicinity of the absorption system. The installer should confirm the feasibility of gravity discharge of sewage effluent from the existing septic tank to the absorption field by field verification of assumed design parameters. Assumed design parameters with respect to gravity discharge include: • distance from the sewage pipe at exit from the foundation line to the absorption field - 200' or less, • elevation of the ground surface at entry to the absorption field shall be at least 30" below the invert elevation of the sewage pipe at exit from the foundation line. If field measurements do not confirm these design assumptions, gravity discharge of sewage effluent from the office to the absorption field can not be assured and a lift pump may be required. Please contact the design engineer to address any design modifications necessary for effective operation of the ISDS if the above design assumptions are not upheld. The installer must also confirm the setbacks from property lines, building envelopes, and existing easements shown in the attached graphics are maintained. Additionally, any unknown utility lines, easements, or other adverse conditions disclosed during construction must maintain the required setbacks listed on page 6 of this document. Four inch clean outs shall be installed at maximum 100' intervals in all effluent lines exceeding 100' in length. The ISDS will be sized for sewage flows from a 1350 sq. ft. office (14 person). Average sewage flow from a 14 person office is estimated at 15 gal/employee-8 hr shift or 210 gal/day average total flow. The allow for future expansion, the ISDS will be sized to handle an average daily sewage loading of 300 Page 3 of 9 gal/day. A 1,000 gallon septic tank is required for septic effluent discharged at the design daily flow rate. A non - corrodible filter shall be installed at the final outlet Tec of the septic tank or in the effluent line between the septic tank and the absorption field to limit the size of solids and sludge passing into the absorption field. The filter must be accessible for cleaning and replacement from the ground surface. A distribution box is required to provide equal distribution of septic effluent from the septic tank to the absorption field. The distribution box must be placed on stable native soil or compacted structural fill to prevent settling and assure equal distribution of septic effluent. As discussed above, a trench absorption field is proposed to discharge septic effluent to the underlying sub -soils. As shown in the attached graphics, the absorption field will consist of four trenches, each 2 ft wide, 48 in. deep, and 51 ft long. The trenches will be filled with 36" of gravel to provide an effective infiltration area of 816 square feet. Calculations and design parameters used to size the absorption field follow. Page 4 of 9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DESIGN CALCULATIONS DESIGN AVERAGE_ SEWAGE DISCHARGE FLOW OF 300 GAL.IDAY PEAK FLOW - 150% OF AVERAGE = 450 GALWAY DESIGN PERCOLATION RATE - 80.0 MIN.IINCH A = fWIHERE, A = ABSORPTION FIELD AREA Q = PEAK FLOW t = PERC "1'IME/INCII A = 450 80.0 = 804.98 SQUARE FEET DESIGN AREA = 804.98 SQUARE FEET UNADJUSTED TRENCH LENGTH = DESIGN AREA _ 804.98 402.49 ADJUSTED TRENCH LENGTH = UNADJUSTED TRENCH LENGTH X ( W-2 WHERE_, 1 TRENCH WIDTH 2 W+ i +2(D) W = WIDTH OF TRENCH (FT.) D = DEPTH OF TRENCH BELOW PIPE (FT.) ADJUSTED TRENCH LENGTH = 402.49 X 2 + 2 = 201.25 2 + 1 +2(2.5)) DESIGN TRENCH LENGTH - 4 7RENCHES @ 51' EACH - 204' Page 5 of 9 4.0 Site Specific Installation/Operation Requirement) The owner and system contractor shall be aware and comply with the following installation and system operation requirements. 4.1 Installation - Setbacks. Notifications, and Inspections • 611 installation activities shall be conducted in accordance with current Colorado Department of Health ISDS Regulations as well as any relevant Garfield County regulations and requirements. If at any time during construction, subsurface site conditions are encountered which differ from the design parameters developed in Section construction activities will_stop and the desiim mutineer will be contacted to address tiny necessary design modifications, • Installation procedures including grade, location, setbacks, septic tank size, and absorption field size shall conform with the attached graphic details. Construction activities and system components will not encroach upon existing easements or utility corridors. A minimum of 6 ft of undisturbed soil shall be maintained between individual absorption elements and the septic tank and/or adjacent absorption elements. Minimum site specific setbacks for system components are: Source peptic Tank Absorption Field building Sewer water line 10' 25' 10' occupied bldng 5' 20' property lines 10' 10' subsoil drains 10' 25' irrigation ditch open 50' 50' lined/gated 25 25' solid pipe 10' 10' • To avoid surface flow infiltration and saturation of the new absorption system, abandonment of irrigation in the vicinity of the disposal system is required. Diversion ditches necessary to divert surface flows around the new absorption bed must maintain the minimum setbacks listed above. • All sewer lines and effluent distribution piping shall be 4 inches in diameter, have glued joints, and shall be looped at termination of discharge. Septic tank effluent lines shall be placed level in the absorption field. All lines discharging sewage from the office to the septic tank shall maintain fall of between 1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all turns.- Sewer lines from the office to the septic tank and at least 6 ft from the septic tank outlet must meet minimum standard ASTM -3034. Sewer lines under driveways shall always meet minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe when covered with less than 24" of soil. Page 6 of 9 • The installer shall not place fill in the open excavation until inspected and approved by the design engineer. Additionally, the final cover shall not be placed on sewer lines, septic tank, or the absorption area until the system has been inspected and approved by the design engineer. The installer shall provide 48 hour notice to the engineer for all required inspections. • Four inch clean outs shall be installed at maximum 100' intervals in all effluent lines exceeding 100' in length. • A non -corrodible filter shall be installed at the final outlet Tee of the septic tank or in the effluent line between the septic tank and the absorption field to limit the size of solids and sludge passing into the absorption field. The filter must be accessible for cleaning and replacement from the ground surface. • The distribution box shall be set level on undisturbed native soil or a structural pad (e.g., compacted fill or concrete) to prevent settling and promote uniform distribution of flow to the absorption field. A 45 degree bend shall be turned down on the septic influent line to damp surge flows from the septic tank and promote equal distribution. • The seepage trenches shall be constructed with a 36 in. layer of 1.0 in. to 2.5 in. screened rock spread evenly over each trench. The effluent distribution lines will be placed level in the seepage beds with 30" of gravel under, and 2" of gravel over each line. A covering of untreated building paper, hay, straw, or synthetic filter fabric (e.g., "myrafi", 140-200 mesh) shall be placed on top of the gravel absorption trenches before placing the surface cap. The surface cap shall be mounded 5% over the absorption trenches to promote surface runoff. • The system contractor shall be aware of the potential for construction activities to reduce soil permeabilities at the site through compaction, smearing, and shearing. The following precautions and construction procedures should be employed during installation to minimize disturbance to native soils: i. Excavation should proceed only when the moisture content of the soil is below the plastic limit. If a sample of soil forms a rope instead of crumbling when rolled between the hands it is too wet and should be allowed to dry before excavation continues. ii. Excavation and backfill equipment should work from the surface where at ail practical to avoid compaction of the soils at depth. iii. The bottom and sidewalks of the excavation should be left with a rough, open surface. The appearance should be that of broken or ripped soil as opposed to a sheared, smeared, or troweled surface. Any smoothed or smeared surfaces should be removed with a toothed rake or shallow ripper taking care to remove loose residues from the bottom of the excavation by hand if necessary. iv. Care should be taken in placing fill materials in the excavation to avoid damaging the exposed soil surfaces. Page 7 of 9 4,2 Operation - Maintenance and Inspections • The owner shall install a structural barrier if necessary and take precautions to prevent vehicular traffic, excessive surface watering, accidental flooding, or other activities in the vicinity of the absorption field which may compact, saturate, or otherwise alter the subsurface soil parameters used in designing the septic system. • The owner will plant and maintain grass or other shallow rooted cover crop to prevent erosion and promote evapotranspiration over the absorption field. • The owner will inspect and maintain the required mounding and drainage away from the absorption field to prevent saturation from precipitation and surface flows. • To mitigate the generation of preferential flow channels which may compromise the operation of the system, the owner will inspect and prevent intrusion of burrowing animals and deep rooted plants into the absorption field. • The septic effluent filter shall be inspected and cleaned as necessary every six (6) months. • The owner will conduct periodic maintenance of the septic system by removing accumulated sludge from the septic tank every 3-4 years to prevent clogging of the absorption field. Page 8 of 9 • 5.0 Limitations This report is a site specific design for installation of an individual sewage disposal system and is applicable only for the client for whom our work was performed. Use of this report under other circumstances is not an appropriate application of this document. This report is a product of Cronk Construction Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of context and may not convey the true intent of the report. It is the owner's and owner's agents responsibility to read this report and become familiar with the recommendations and design guidelines contained herein. The recommendations and design guidelines outlined in this report are based on: 1) the proposed site development and plot plan as furnished to Cronk Construction Incorporated by the client, and 2) the site conditions disclosed at the specific time of the site investigation of reference. Cronk Construction Incorporated assumes no liability for the accuracy or completeness of information furnished by the client. Site conditions are subject to external environmental effects and may change over time. Use of this plan under different site conditions is inappropriate. If it becomes apparent that current site conditions vary from those anticipated, the design engineer should be contacted to develop any required design modifications. Cronk Construction Incorporated is not responsible and accepts no liability for any variation in assumed design parameters. Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by the owner and in accordance with the current accepted practice of the civil engineering profession in the area. No warranty or representation either expressed or implied is included or intended in this report or in any of our contracts. SEAL Thomas A. Cronk, P.E. Date 3 ) Zue NOTE: This individual sewage disposal plan is meant to include the following three pages of graphics including: 1) plot plan, 2) septic layout plan, and 3) construction details (absorption field plan view, and absorption field cross section). The plan Is not to be implemented in the absence of these related graphics. In addition, results from the percolation test and soils evaluation are included for reference as Appendix A. Page 9 of 9 • approx. 515' .00s 'xoaddo SId pooh hlunop o; ,s92 xo rddv approx. 315' • E b J1 repair area L ,Dos •xQ.idd wg r a W H▪ AW Q I- COy� yDng =zv a. WaJ ~ =a VI W. Q{qN ZZFa Z Shy, a AQ W 78 �0 tr: U �N LI 0 V,AO J OWE` SW' Ny Y. W I" � pp=V'J Q ~K 17 Vm1 .MHa Q2_74 X a~ J O , 4 r O I G D Z cr J i vQiu vi' 0C `a q"'ho �^ �7 a U�g W 4QZ Hr ' ▪ q yy�Q UZ 0 V in 1-Z 0X WN Z r a 0Yp QQ od -Oz-=WOII d' ,FO WW YZ O.-,- rQ <Z QL yQLFGO Fi�l.i r� J >W—>� y'4J-o >Ja-W Z ZW W QW� >7a Q W N N W R J r J K - Q y Cr L. O Q y J L. -PL. W Q i i W W L OIL' VI W La W0-- ca -ZI.34 m SEPTIC INFLUENT 51' LOOP SOLID PIPING AT ENDS 112. I L DISTRIBUTION BOX 2' viDE X 4' DEEP X 51' LONG --j TRENCH FILLED VITH 3' DF GRAVEL 4' PERFORATED EFFLUENT DISTRIBUTION LINE 6' MIN., 10'-12' REFERRED, TYP. 1- 18' SOLID PIPING FROM END OF TRENCH TO TRANSITION TO PERFORATED DISTRIBUTION LINE, TYP, ABSORPTION TRENCH - PLAN VIEW SCALEI SOIL CAP CMOUND 57) NATIVE SOIL BACKFILL SYNTHETIC FILTER FABRIC, HAY, OR UNTREATED BUILDING PAPER OVER GRAVEL 4' PERFORATED DISTRIBUTION LINES, TYP. (MINIMUM OF 2' GRAVEL OVER) 2'X3' GRAVEL SEEPAGE TRENCH (LO' -2.5' SCREENED ROCK) EXISTING GROUND SURFACE r - G' AIR�1 IC' -12' PREFERRED 1E',TYP _ HIGH SEASONAL VATER TABLE 100' ABSORPTION TRENCH - CROSS SECTION (TYPICAL) SCALE' 1'=5' VILLIAMS PRODUCTION PROJECT PARACHUTE CREEK GAS PLANT 1289 COUNTY ROAD 215 CONSTRUCTION DETAIL JUNE 25. 2002 -76' -120' SOILS LOG (SEE NOTES) SOILS LOG NOTES 11) - MIXTURE OF FINE SAND, SILT, SANDSTONE GRAVEL TO COBBLES TO BOULDERS V/SANDSTONE CHIPS IN LENSES 02 - CLAY V/SOME SILT NO EVIDENCE OF GROUND WATER TO 120'; HIGH SEASONAL VATER TABLE ESTIMATED AT 100' APPENDIX A SOILS AND PERCOLATION REPORT CRONK CONSTRUCTION INCORPORATED 1 • i • 1 1 CRONK 1129.24 Road CONSTRUCTION•Grand Junction, CO 81505 INCORPORATED 9T0.245-0577, 970457•7453 (fax) SOILS AND PERCOLATION REPORT 1 Date: June 25, 2002 Prepared by: Thomas A. Cronk, P.E. 1129 -24- Road Grand Junction, CO 81505 245-0577 Client: TPI Industrial Inc. 1551 W. Independent Ave. ' Grand Junction, CO 81505 (970) 243-4642 ' Property address: Williams Production — Parachute Creek Gas Plant 4289 County Road 215, Parachute, CO ' Tax schedule No.: Legal Descript.: 1.0 Soils Evaluation The site consists of a parcel of uncultivated native soil in excess of 1 acre in size. The site has been construction -leveled in the area of reference. A percolation test/soils evaluation was conducted on the property of reference on 06/25/02 by an agent of Tom A. Cronk, registered professional engineer (R.P.E.). A perc excavation trench (excavation A) was extended to a depth of 120" below ground surface {BGS). There was no evidence of ground water in the open excavation to a depth of 120" BGS. The high seasonal water table was estimated at a depth of 100" BGS. The soils evaluation indicates two distinct soil horizons underlie the site. A lithological description follows: depth (in.) description 1 0" - 76" mixture of fine sand, silt, coarse to small sandstone cobbles with lenses of sandstone chips 76" - 120" silty clay Perc holes were constructed in excavation A at the surface and at depths of approximately 60 in. and 80 in. Additional perc holes were constructed in excavation B at a depth of 48 in., and in excavation C at a 1 depth of 60 in. The holes appeared to be well saturated at the time of the test. Results of the percolation Page A-1 of A-3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t ( • r •r r test are shown in Table 1. TABLE 1 Percolation Tat Results 4284 Country Road 215 _. Depth Time on 06/23/02 E= Drop Pere Rate min/in 14:55 15:25 15:55 (A) 0" 2.25 4.5 6.5 60/4.23 14 (A) 60" 3.75 5.25 6.5 60/2.75 22 (AlO. 80' - 2.75 3.0 3.5 �� 60/0.75 80 (8) 48' 3.0 5.5 6.0 - 60/1.0 60 (C) 60' 3.25 3.25 3.75 1 6010.5 120 2.0 Conclusions and Recommendations Soils at the site appear acceptable for implementation of an individual sewage disposal system (ISDS). The following site-specific considerations should be observed during implementation of the ISDS: • The bottom of the ISDS absorption field should be located no deeper than 52" BGS to maintain 4' of usable infiltration soil above the HSWT located at 100" BGS. A design perc rate of 80 min/in. is recommended for overall system sizing. • Care should be taken during construction to avoid compaction and smearing of the exposed infiltrative surfaces and preserve the natural permeability of the native soils. Page A-2 of A-3 INSPECTION WILL NOT BE MADE UNLESI THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued .�,a..S aZoned Area Permit No... `..L.#i lt 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 the Coanty Building Inspector and IMMEDIATELYIBECOME NULL AND VOID. Use O Pf c Address or : al Ljescription This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ib ,a1 -Di/ pm,/ Foundation Al..43t o S.0 -A v - Underground Plumbing 9-4-01,.., Insulation 9. 9..02.,,}yk, Rough Plumbing 4... a3-0'2„... r Drywall /p. Vo -oz gli t Chimney & Vent /I,- i9 -Electric Final (by State Inspector) 4 .//-L X Gas Piping / 0 - 56 -V)/ Final/./9 a z. / c1 Electric Rough (By State Inspector) q-1.0-02+ ■ Septic Final 4-5.0z „, Framing e! 7+3-t2.. (To include Roof in place and Indo and Doors installed). Notes: ALL LISTED ITEMS MIEW BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR EXTERIOR, UNDERGROUND OR ABOVE GROUND. TH1S.EERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th, = reel County Courthouse Glenwood Springs, Colorado. APPROVE[;''° NO l DESTROY THIS CARD Oatq��.R�r IF PLACED OUTSID V1 ,R WITH CLEAR PLASTIC