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HomeMy WebLinkAboutApplication- PermitJob Address © s 0 Nature of Work Use of Building Owner 16l�Q Contractor No. 6678 GARFIELD COUNTY BUILDING, SANTIATTONand PLANNING DEPARTMKNT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Building P PL. 139 ,624,.,..-oa0�v-"rO C° fr7bo1 Amount of Permit $ 19-Qd-/L:„citlitz 66, /9 c2 . y gb3a'75 Date k BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. PARCEUSCHED NO. JOS A:DRESS :re / e7 (+Pe /87i .6-6L--.4//a/v.,9 S r//V(�+6, CY/C..d,.:24 .„_?/.67/ 1 LEGAL DESCR. LOT NO, BLOCK SUBDIVISION 2 -.- /c -,F- >7 /-I, 4s OWNER e,, y?, G f H C ,t----72L 04/0 /� �7 ADDRESS C �/ 3 / ��/ P4/6-�-Tl�6/ WK. PE92 W. Yg/4 3 CONTRACTOR et /C 4e 7 A/ 745 ADDRESS PH. LICENSE NO. 4 ADDRESS PH. LICENSE NO, AR F6R.DESIGNERee /474,5 5 ENGINEER d / /Fi _I 0 ADDRESS PH. LICENSE NO. 6 S,FOFBUILDING , - E,�[ - /Z 0Z /(j/ J�Sfo �YJSl � EFOFLOT 1y �jl �7 � �• 7CG //C�E� HEIGHT / � F�" NO, OF FLOORS / 7 USE OF BUILDING ,e s/i2 U ,-, 8 ALTERATION o REPAIR ❑ MOVE ❑REMOVE Cuss OF WORK: o NEWADJDIIT�IO�N 9 %N W�i_�-' DESCRI9EORK: ,aeDea njJ,0 ocz-eio/LT A ,4//iC-/ %X( 24i/0c7 :62-.17-D i2(70/07 9DrC LAvxv,o#/ ,y /G) 1777-1 10 GARAGE SENGLE DOUBLE CARPORT SiNGLE DOUBLE 10/1 DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN ,4/4 11 P VALUATION OF WORK: $ �,.....4.---.(,�o G ADJUSTEG'JAL.S PLAN CHECK FES � �,,, � JillPERMIT FEE ' .4If 6 ✓{ � SPECIAL CONDITIONS ��/�Ald� .f; -T - SCHOOL IMPACT FEE NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL _ /) ��iv TOTAL FEEJ4 W e rig OCC. GR. 3 j CONST. TYPE c_7-. / it/ SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL„ PLUMBING, VENTILATING CR AIR CONDITIONING, THIS PERMIT BECOMES NULL AND VOID IF WORK CR CONSTRUCTION AUTHORIZED NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER COMMENCED I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING T1 -JS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF A PERMIT DOES NOT PRESUME .AUTHORITY TO VICLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE LOCAL LAW REG (� TING CONSTRU TiCN OR THE PERFORMANCE CONSTRUCT1Ci0/�) •{ /"_`W WATER SUPPLY DATE PERM}T ISSUED HEATING, SPECIAL APPROVALS RECUIRED RECErvED NOT REQUIRED IS WORK IS ZONING HEALTH DEPT. KNOW FIRE DEPT. TO GIVE OR OF SOIL REPORT SETBACKS FLOOD HAZARD Signature of Owner, Cantractor or authonzec agent having rea• -nd understood nonce / //�,({%% dinlv� A. above. MANUF. HOME / BuiIdrng D2oarmentApprovaidat J Q��Rlann g ' -partmentApprovall.ae cv L OTHER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION 047 THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTrD BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW CF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND iN SUPPORT OF THE OWNERS INTEREST. Gariorm.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE JINITIAL 6-P421 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 wash bowl, tub or shower, toilet stool, hot and cold running water, 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 balconies or 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 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 issued. Occupancy or 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 occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature Date ellbC;aq ! a c 6 iS fL4,_ ,4- i4e5-.7.kg _130/2 /, 4a,o 0 • 3,7 7-4.41,J 7' GARF IELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including, NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide [his information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may he helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance wil:h the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are require to indicate appropriately and to submit the completed check list -at time of application for a permit. For the placement of a manufactured home, questions numbers 1.4 and 19-28 are the only questions that need to be addressed: 1 1. is a site plan included that indicates the distances of the proposed building or addition to property Eines, oth 'buildings_ set back easements and utility easements? Yes Does the site plan include the location of the I.S.D.S (individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties), streams or water cou ses? Yes _ Does the site plan indicate the location and direction of the County or private road accessing the pr open t� / Yes Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in a oordance with the uniform buildings code or per stamped engineered design? Yes Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearan required between wood and earth? Yes I( b. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits?l Yes u/ Do the plans include design loads as required under the Uniform Building Code for roof snow loads. (a mi imum of 40 pounds per square loot in Garfield County), floor loads and wind loads? Yes Does the plan include a building section drawing indicating foundation, wall, floor and roof constructi ? Yes Does the building section drawing include size and spacing of'floor joists, wall studs, ceiling joists, roof rafters..r joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns a beams? Yes , 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 contrrs? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase 11--ertifications or phase II EPA certification? Yes No 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Halter 37? Yes No 14. Does the plan include a window schedule or other verification that egress./rescue windows from sleeping rooms and/or basemen comply with the requirements of the Uniform Building Code? Yes No A/4 l5 Does the plan include a window schedule or other verification that windows provide natural light and ventil6 for all habitable rooms? Yes No l 6. 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 17. is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the pia Yes No 18, Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission fro the association, if required by that association, prior to submitting an applic' ion for a building perm? Yes ?' No t7, 19. Will this b- '-e only residential structure on the parcel? Yes No if no -Explain: 20. Have twc ) complete sets of construction drawings been submitted with the application? Yes 3 • 21. is this an application for the plac nient of a manufactured home? Yes No if yes_ have you specified the size of the unit (min. 20ft. x 20ft); live roof load (min. 40#); wind design (min. wind speed of 80 mph & 15 lb. wind load); foundation design; method of anchorin? Yes 22. Have you designed or had this plan designed while considering building and other construction code requi rents? Yes No 23 Does the plan accurately indicate what you intend to construct and what will receive a final inspection y the Garfield County Building Department`' Yes No 24. Do you understand that approval for design and/or construction changes are required prior to the application f these changes? Yes No 25. Do you understand !hat the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School Impact" eptic System" fees required, at the time you pick up your building permit? Yes No Are you aware that twenty four (24) hour notice is required for all inspections:' Inspections will he made from Battlement Mesa to West Glenwood in the mornings and 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 5:00 p.m. the day before. Failure 10 giv twenty four (24) hour notice for inspections will delay your inspection one (1) day? Yes No �7 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 oceupanc the building? Yes No 7)8. Are you aware that the person signing the Permit Application, whether the "Owner' "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for the project co )lying with the Uniform Building Code? Yes No 4 hereby acknowledge that I have read, understand and answered these questions to the best of my ability. i✓ sianature date Phone `Y7 7pre- iee/d fig C',e/3 J Get 11 ,ice' .. Project Name: Project Address N n tcs (days), :(evenin4,$) It you have answered "No" on any of the questions. von may he required to provide this information al the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to he expected. Work ntay not proceed without the issuance of a permit. If it is determined by the 13ui1diug Official that additional rlorn ation is necessan: to review ibe application and plans to determine minimum compliance: with the adopted codes: the application mai' be placed behind more recent applications for building permits in ibe review process and not reviewed until required information has heeu provided and the application rotates again 10 first position for review. delay in issuance of the penult or delay in proceeding with construction PerAppO2.95 Effective August 15, 1995 5 GARFIELD COUNTY Building and Planning July 29, 1997 C. Richard Haas and Priscilla C. Ketz P,O. Box 807 Glenwood Springs, CO 81602 Dear Richard and Priscilla - On Monday, May 28, 1997, the Garfield County Board of Adjustment granted your request for a variance to Section 5.05.02 - Minimum setback from a live stream. The Board granted your request with the recommendations contained in the letter from Stephen A. Down, Chen & Associates, dated July 22, 1985. A copy of this letter and all attachments are enclosed. Please contact this office if you have any questions or concerns. Sincerely, 2LLJL Stella Archuleta Secretary to the Board of Adjustment 109 Stb Street, Suite 303 945-8212/285-7972 Glenwood Springs, Colorado 81601 Chen &Associates Consulting Geotecnnicai Engineers 5080 Road 154 Casper Glenwood Springs, CO 81601 Cheyenne 303/945-7458 Colorado Springs Deriver Rock Springs Salt Lake City 7Or'1 9,05,0 (�) Subject: Mr. C. Richard Haas P.O. Box 807 Glenwood Springs, CO 81601 Dear Mr.•Haas: July 22, 1985 Subsoil Study, Proposed Addition to Haas Resi- dence, 0840 Road 137, Garfield County, Colorado. Job No. 4 225 85 As you requested, we have performed a subsoil study for foundation design for the subject residence addition. The location of the proposed addition is shown on Figure 1. This report presents the recommended foundation type, allowable soil bearing pressure and other soil related design and construction considerations. Proposed Construction: We understand that the addition will be single story wood frame attached to the existing building. Portions of the addition are proposed to extend over a relatively steep slope and be supported on columns. Loadings are expected to be light, typical for this type construction. Structural wood floors above a crawl space are anticipated. If loadings or conditions are significantly different from those described, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: The existing residence, reported to be about 20 years old, is located on the moderately steep to steep lower west valley side of Canyon Creek. In the residence area, a relatively level bench about 20 to 25 feet in elevation above Canyon Creek appears to have been graded for the original construction. Elevation differential across the proposed addition area is about 8 feet, The southeast corner of the existing building (kitchen and small porch) partly overhangs the steep slope (60 to 70 percent grade) and is supported by wood posts bearing on spread footings placed on the steep slope. These spread footings were observed to be constructed near the ground surface, partly undermined, and founded on very moist to wet relatively soft soils. A kitchen drain overflow pipe has reportedly been allowed to outlet onto these soils for many years. The residence in this wet slope area has reportedly settled on the order of 2 to 3 inches. Vegetation on the steep slope east of the residence Mr. C. Richard Haas . July 22, 1985 Page 2 consists of native weeds, brush, seedlings and several 1 1/2 foot to 2 foot diameter large deciduous trees. Several partly exposed boulders were also observed. Subsurface Conditions: The subsurface conditions at the site were evaluated by observation of 3 hand excavated pits on July 15, 1985. The approximate pit locations shown on Figure 1 correspond to the locations we staked during our June 11, 1985 site visit. The pits encountered 1 to 2 feet of prior excavation spoil, consisting of mixed silt, sand, gravel and topsoil above silty sand and gravel in Pits 1 and 2 and slightly gravelly sand and silt at Pit 3. Total depths were 3 feet, 4.5 feet and 4 feet, respectively for Pits 1, 2 and 3. The underlying silty sand and gravel in Pits 1 and 2 appeared medium dense and was moist. The slightly gravelly sand and silt in Pit 3 appeared soft to loose and was very moist to wet. Isolated high moisture in this area appeared to have been a result of the kitchen drain overflow pipe outletting on this part of the slope. Results of gradation tests performed on disturbed bulk samples obtained from near the bottom of the pits are shown on Figures 2 and 3. A summary of the laboratory test results is presented on Table T. Foundation Recommendations: Considering the subsurface conditions observed in the test pits and the proposed construction, spread footings placed on the natural soils may be used for support of the addition. Apparently, the soils are moisture sensitive or tend to settle when wetted and there is a relatively high risk that settlement of the addition could occur. Construction of a heavily reinforced box type foundation with relatively deep bearing level will reduce the risk. Isolated shallow pad footings will have a much higher risk of differential related settlement distress. The potential settlement with respect to the existing building should be considered in the design. We recommend a qualified engineer be engaged to design the foundation and structural framing for the addition. Footings placed on the undisturbed natural granular soils may be designed for a maximum allowable bearing pressure of 2,000 psf. Spread footings should have a minimum footing dimension of 16 inches for walls and 244 inches for columns. Exterior footings should be provided with adequate soil cover above their bearing elevation for frost protection. Three feet as measured at the outer slope side should be adequate for frost protection. Continuous foundation walls should be reinforced top and bottom to span an unsupported length of at least 15 feet. Loose, soft Mr. C. Richard Haas July 22, 1985 Page 3 and existing wetted soils encountered within the foundation excavation should be removed and the footing bearing level extended down to firm natural granular subsoils. Boulders encountered within the footing excavation should be carefully removed to reduce disturbance of the subsoils and the resulting voids backfilled with concrete. Doweling into large boulders that extend above footing grade should also be feasible. We recommend footing excavations be observed by a representative of the soil engineer prior to concrete placement, Slope Considerations: Construction induced slope instability and undermining of the existing residence should not be allowed. Isolated foundation pad excavations should reduce the risk of construction induced slope instability. Caving of steeply cut temporary slopes should be anticipated. Temporary bracing of the excavation face and underpinning of the existing structure in the kitchen area may be needed, Surface runoff and water from drains should not be allowed to outlet above or on the steep slope near the residence. Revegetation of steep slopes should be performed to reduce erosion. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the addition has been completed: 1) Excessive wetting or drying of the foundation excavation should be avoided during construction. 2) Foundation backfill should be moistened and compacted to at least 90% of the maximum standard Proctor density. 3) The ground surface surrounding the exterior of the building (upslope) should be sloped to drain away from the foundation in all directions for a minimum distance of 10 feet. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Limitations: This report has been prepared in accordance with generally accepted geotechnical engineering practices in this area for use by the client for design.purposes. The conclusions and recommendations submitted in this report are based upon the limited data obtained from the test pits excavated at the locations indicated on Figure 1. Variations in the soil conditions should be expected. If during construction, existing fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so re-evaluation of the recommendations may be made. It is possible Mr. C. Richard Baas July 22, 1985 Page 4 that the subsoils below those exposed in the shallow hand excavated pits or elsewhere at the site may change and may contradict the recommendations presented in this report. We recommend on-site observation of excavations and foundation bearing strata by a soil engineer. We also recommend that as part of the current work, remedial repair of the existing structure be performed. The design engineer should survey the proposed addition area to establish expected bearing elevations and locations. Very truly yours, CHEN AND ASSOCIATES INC. S yfl C1�.a1�, Stephen A. Down .4. A Cenriatnr nxisting Residence Approximate Crest of Steep Slope Pit 1 • Kitchen J Approximate 1" 50' Proposed Addition Scale: Pit 2 1 Deck +fir ammo muo+.++.340.4a0 IMP I T I-WATinM of rYPT fpe Tnov PTT Pit 3 • Steep Slope Fir/. CA -2-7T k_a•INVAffi/EMIM chen and associates, Inc. 'HYDROMETER ANALYSIS :.,4t0 24 HR 7 HH 40 MIN 15 MIN 1l0 1.1IN1 15 m49 a miN 51FL= ANALYSES , iT ANL)ARP 'iE 05i 1 `MN 71711 "vl "':1i •.ii) '10 '16 90^ 70 6[1� .irmanirrog 1 7 1_SA1I .3)2IJARF_ :)PENINGS _ t 0 Immusemoopmni L MIM .3 . 3. 50 40[ C 1 10- 20 E 30 J F t• 20, 20 T T s t.. 10� 201 _]_ I 1 7 1 002 01)5 1004 ` 1 fi I 1 I LL7L 11 1 I� T 1 71 1 1 } I • 1 L k 1 1 019 0.17 014 149 25; 1 590 1 19 :1 Ad 4 76 9 52 1712 2 0 DIAMETER OF PARTICLE IN MILLIMETERS '4 1_ 0 W 40 2 '2 W 50'1 z 60 � 70 80 20 Sr 1 1 2 111311 L 19 1 38.1 76 2 .127 1 200 1.52 CLAY TO SILT GRAVEL 41 SAND GRAVEL LINE 1 ME:IIJM ic.c7ARSE1 FINE COARSE. LCG9HLE5 SAND 30 SILT AND CLAY 29 zo LIQUID LIMIT PLASTICITY INDEX SAMPLE OF silty sand & gravel NY ORO ME TER ANALYSIS 24HH 7HR 45 MIN 15 MIN .00 riME READINGS FROM VP n Pit 1 at 1 to 3 feet SIEVE ANALYSIS u 5 STANDARD SEi1IEO 70 L'4 E0 MINI 19 MIN 4 M174 1 M1N 7200 '100 '50 '40 '30 115 90k a0� 12LEAH SQUARE OPENING'S _ 6 1 f (' I I iL 1 r 1 - 4 T 70; 4- 1 11111111111=1111 _ r Z 504 Z 12 L) 40 c. 30 20 0 4 i + 7 r r J L t [ r l; 001 L 1 1 r rJ 002 005 003 10 20 30 0 140 1- w 501- z IL •50CC 1�1 70 1 ao I I —.so 11 i i\71;111 1 11r 1 11 1 7 lA r 1llk I, 4111181T ri 100 019 037 074 149 297 590 1 19 72 28 4 7 6 9 52 19 1 2d 1 76 2 727 rr 200 152 042 2 0 ._.1 DIANIETER OF PARTICLE IN MILLIMETERS CLAY 10 SILT SANG FINE I MEL710M 1.(:,')ARSt GRAVEL ,.INI: 1 +:iIAHSE C0OFSLES TRAVEL ' 26 °'o SAND 45 l SILT AND CLAY 29 , LIQUID LIMIT PLASTICITY INDEX SAMPLE OF silty sand & gravel FROM Pit 2 at 2 - 4 feet CA>2-•/9 chen and associates, inc. 74 HR 45 MIN 100 90 60 70 20 10. HYDROMEThR ANALYSIS 'IME READING!;, 7 HO 19 MIN SIEVE ANALYSIS 11 ,, '17ANDAPD :-.RIES ."in MIN 19 M171 d'AIN 1 M'N '2'61 '111•) 'ni '-14 ",fl • I+; r 1- > i 1LEO0 110). HARE GP NIN ,S 5' 6' 8" i omwnQommo-r+wwr5+.O. 1 L 4 i r 1 { I_ 1 001 1102 015 0119 1 1 1 111 4- r l I n.1) It 1 1 1 1 C t • I 0 F 1 1%14 1 019 03) 074 145 397 I 030 1 1938 4 7110412 2 LI DIAMETER OF PARTICLE IN MiLlr1METERO SAW; 10 20 30 0 40 Z 4- 50 50 50 a 70 so 90 4100 '3 ❑2 19 I 36 1 76.2 127 200 152 GRAVEL CLAY 713 5102 COBBLES FENS COARSE FINE ; MEDILm !COARSE GRAVEL 8 ". LIOUID LIMIT SAMPL- sand & silt, slightly gravelly SANC 49 0 SILT AND CLAY 43 % PLASTICITY INDEX FROM Pit 3 at 21 - 4' 95 HYDROMETER ANALYSIS SIEVE ANALYSIS 24 HH 7 HR 48 MIN 15 MIN 100 (IME READINGS 60 MIN 19 MIN 4 MIN 11 :; STANDAI+D SERIES '00 1 MIN '030 ' TIH1 '54 .40 '00 '19 `'8 t} 4 -- 1 1 CLEAR Si]uARE OPENINGS 1 T 1 L r it 60 70. z_ sal N • 1n 6 0 h 50 . 90` w 2 30' 10 1 .1 0 1 T e r r F}T 001 902 00.5 009 CLAY r0 SILT 7 .7 1 rrr i , r Z I 1 i T r 1 !1 1 +1 r9 U17 074 199 297 { 890 I 19 12 38 -1 76 042 2 0 DIAMETER OF PARTICLE IN MILLIMETERS GRAVEL LIOIJID LIMI i SAMPLE OF ^„o SAND urs S r' 1 Lit 1 7 r 1.51 1 1 3 52 19 1 38 1 76.2 127 152 CIRAVF; L MEDIUM C09F?SE H195 COARSE ;18(9060 SILT AND CLAY PLASTICITY INDEX FROM 95 70 100 INSPECTION WILL N i D .- ��; E UNLESS` THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issued 4 4 7? 4 %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 the County Building Inspe iv r and IMMEDIATELY BECOME NULL VOID. Use rcpt.( kki b Address or Legal Description 0 (4I 1 6to S Co Usvner Contractor 4 140P :5 + g f Setliaeks_ Front Side Side Rear This Card Must Be•Posted So It is Plainly Visible From The Street Until Final Inspection.•- .-tee..• ... INSPECTIONRECORD Footing _ Foundation •• - ,: _ ., Underground Plumbing Insulation • S-� " r•;, Rough Plumbing .,, . ; r- <, r" ' • , Drywall ,.. ':/./ it? r Chimney & Vent e Electric Final (by State Inspector) # 4/03 Gas,Piping 5 9 14. _, �- Final ._ Electric Rough (By State Inspector). <fcj ' Septic Final ,;t z," , -J taming i(]I'o include Roof in place and Windows: and Doors installed). Notes: t. - ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. a + i -=:,/': THIS PERMIT IS i1TOT TRANSFERABLE Phone" . 109 8th Street -County Courthouse Glenwood Spring,%;" Colorado. .: DO NOT'DESTROy THIS CARD • APPROVED P 38 — - ,3 DE - OVER WITH CLEAR PLASTIC Date IF PLACED OUT F .UE 1-IEIGHT REQUIREMENTS The chimney must extend 3 feet above the level of roof pen+~_ua- tion and a minimum of Ti t higher than any roof surface within 10 feet. Check your local codes for additional r gional guidelines. While a minimum chimney height of 16 feet is generally recommended, factors affecting stove performance such as local terrain, prevailing winds, and adja- cent structures may necessitate use of a taller flue. RGURE 6 c�a s e,'- 7_, P g 4 0 Z 13 7 (C.c..-rt 1.o r1 Cree. r 1 IDEAL FLUE SIZES Vermont Castings stoves are designed w perform most efficiently waren vented through flues having the following dimensions: Resolute/Intrepid Round Liner Size Liner {Diameter 8"18" ar 8"x12" 8" interior diameter 8"x8" m 8"xt2" 6" or 8" interior did. Large /ices U2"112", or l2"x2O'), although generally effective, can lessen chimney draft and promote cool flue gas temperatures. Vetmomt Castings stoves are not listed for installation into flues smaller than the sizes recommended above. if 7w Eireplanming_tn a cent a small .stove into a large flue, particularly an exterior masonry sue, you may find it Revisory to insulate the chimney, reline the chimney, or aperata the stove -to -maintain high fine rempera ctres- FRGURE 7 F-0 ty) . I �� C YI e nl S t7'LL t7 Y}5 ] CHIMNEY INSPECTION It is important for safe and satisfactory performance of your Vermont Castings stove that fireplace chimneys are well constructed and meet minimum code requiremenrs. The chimney flue should have a code -approved liner made of masonry or pre -cast refractory tiles, straight or flexible stainless steel pipe, or a poured -in-place liner. An unlined chimney should be professionally re -lined. We recommend a nominal flue size of 8" x 8" or larger. Chimney height should be no lower than 12'. Look for and repair these defects: A Improper chimney height and roof clearance. Check local building codes for proper specifications. B Chimney cap deterioration; should be rebuilt. C Creosote stains indicate flue damage; should be rebuilt. D Blockage within flue; m ss be. removed. E Improper clearance between chimney and Combustible materials. Generally, a clear- ance of 2 inches is required to all com• busrible walls and framing members. Check local codes. F Improper clearance between smoke chamber and adjacent framing members. Check local building codes. G Creosote accumulation; chimney needs thorough cleaning. H Structural deterioration of the fireplace; must be repaired before use. I Loose or broken bricks or mortar; replace and remortar_ Loose or broken cleanour door; repair or replace. PELcirc ;. Vrg', IA -rt+ Wood, sioV (er7g Assessor's Parcel No. (c (AA BUILDffilir PERMIT CAFIV--- Sr,eyi 12blialdr s ZA-0 ibiwneir HScl=titel--J — 14 A ST Address O 6-C13—/ Phone ste9-662-6;7 Contractor Mr -2-s). k Address Setbacks: Front Rear RH LH Zoning I - Date 4-2-4--4-3` 2 4-dritiq ..13eliltgle-) INSPECTIONS Soils Test Footing - c'tr Foundation PVOL, Grout Underground Plumbing Rough Plumbing C7 -- Framing "/- 674F CZ±eg.37 Insulation Roofing Drywall e7I-CiOr ct• Gas Piping t AAM Wiu-- 5g. OVE. '1IZL 30i 2002„ .417D3 Weatherproofing Mechanical Electrical Rough (State) Electri al Final tate) Final -6 ecklist`Complefed? Certificate Occupancy_# • Date Septic System # Date Final Other NOTES ' :! • t elk 1JV jzi 7-0 A' or -0-7 Pkrix-cr (continue on back)