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Home My WebLink AboutApplication - PermitGarfield County I NO. 10214 I Building & Sanitation Department 108 gh Street, Suite #401 Glenwood Springs, Co. 81601 Office-945-8212 Inspection Line-384-5003 Job Address () Dl 9 ~ ;2 · \) )\ r 1 n31 e J ()Y l '>e ( o·t "? :5: d ? 1 --~r,n c:;n CJ~ NatureofWork Building P ermit Z-?;{10 JO I ---oq -~~ hi C;>.L05 -X J5 c.Ln G vee;; elm c , 1 se of Building Cl_d_cLOYl ±D P "=. Owner Lc\._ V S CJY\ e .--·\ r J C\-CL..-'\---t-e I I \)) (]c.., s 0 {/{ ~ ~~~___!__,·'-' ~:::...I.,::J ,.___ , L') CA-v-VLLJ e_,-J r Contrac tor D LU N)\ AmountofPermit $ \2{(), 09 -/-1Jo~ef5 l ~~ / Lj I ~ t,c ' ~6cW/2 f;J._/7?/ftJ':~ ~ Clerk--+-<;jZ-r---q-J--- GARFIELD COUNTY BUILDING PE RMIT APPL I C ATION 108 8'" Street. Suite 401 , Glenwood Springs. CO 81601 Phone: 970-9 4 5-8212 I Fax: 9 70·384-3470 I Inspection Line: 9 70-384-5003 lO'L-.t (f ell c h edule No: Z ~'-Is · ID/-O'j -('¥-"\X Pe rmit No: 0 0 .Sin gle Double 0 Alteration Addition :.J Move On-Site Sewage Disposal Carport: ~Site Plan -S t'!G.v Wk Ph : S;9rne Lie. No. Li e. No. u Re move 0 ::J Single Do uble ~~-+----~~~----------~~~~~~~~~~~~~~~~~ NOTICE 2 2)'. II- A SEPARATE ELECTRIC AL PERMIT IS REQU I RED AND MUST B E ~ ' ( ISSUED BY T H E STATE OF COL ORADO. g 4h~ 7 5' THIS PERM IT BECOM ES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I S NOT COMMENCED WJTHLN ISO DAYS. OR. IF' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAY S AT ANY TIME AFTER WORK IS COMMENCED. ! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THI S APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THI S TYPE OF WORK WJLL BE COMPLETED WJTH IN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUM E TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRU OR THE PERFORMANCE OFC@N UCTIO AGREEMENT Const. Type: Setbacks: I SDS No. & Fee: ~ ~~ PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CO!I<TRACTOR AND/OR THE A GENT OF THE CONTRACTOR O R OWNER TO CONSTRUCT THE STRUCTURE AS DETAl LED ON PLAN S AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATI ON OF THE ISSSUANCE OF T HIS PERMIT. THE SIGN ER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULA"nONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. TH E SIGNER FURTI-IER AGREES THAT I F THE ABOVE SAJD ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATI ON. ERECTION. CONSTRUCTION. AND USE OF 11-IE ABOVE DESCRIBED STRUCTURE. THE PERM IT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE I SSUANCE Of A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFI CIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAJD PLANS. SPEC IFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION Of THS CODE OR ANY OTHER ORDINANCE OR REGULATION Of THIS JURISDICTION. THE REVIEW OF SUBMITTED PL.A!'IS AND SPECIFIC ATIONS AND INSPECTIONS CONDUCTED THEREAFTER DO ES NOT CONSTITL:TE AN A CCEPTANCE Of ANY RESPONSIBILITIES OR UABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENC I ES . 11-IE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPEC I FIC!ALLY WITH THE ARTICTECT. DESIGNER B U I LDER. AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVAT!VE AND IN SUPPORT Of THE OWNERS LNTEREST. ~d t 6 ()() . ~~BY ACKNOWLEDG[;3T ClVE RE~ ~AND THE AGREEMENT ABOVE (INITIAL). ?I CLJ\ V J='e.e_ \\\ i~l DlQ 1 b -eo -~ ~ t 1 \.Q ct , ·1 c:s c h .:t\-S 3 1 l Ch.::t=F 5 a or-z · The following ite ms are required by Garfield County for a final inspec ti on: 1. A fin a l E lectrical In spec tion from the Col orado State Electrical In spector ; 2. Permane nt address ass ig ned by Garfield C o unty Building Department p osted where read il y visible fr om access road; 3. A fini s hed roof, a lockable hou se, complete exte rior siding, exterior doors a nd windows in stalled, a comple te kitchen with cab inets, a s ink with ho t & col d running water , non-absorb e nt kitchen fl oor coverings, counter t o ps and finished wa ll s, read y for stove and refrigerator , all necessary p lumbing; 4. All ba th roo m s mu st be comp le te, with washbowl, tub or s hower, toi let s tool, hot an d cold running water, non-a bsorbe nt floors a nd walls fi ni s hed and a privacy door; 5. All step s outside or inside over three (3 ) s teps mu s t have handra il s , guard rai ls on balconies o r decks over 3 0" hi g h constructed to all IBC a nd IR C requirements; 6 . Outside gradin g done to where water will detour away from the b u ilding ; 7. Exceptio ns to the o uts id e s teps , decks and grading may be m ade upon the demonstration of ex te nuating circumstances, j.e. weather, but a Certificate of Occupancy will not be iss ue d until all the required items are compl e ted and a final in s pection made; 8 . A final inspection s ign off by the Garfield County Ro ad & Bridge Department for driveway in s tallati o n, where app li cable; as well as a ny final sig n off by the Fire Di s tri c t , a nd/or State Agencies where applicable. A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL A LL THE ABOVE ITEMS HAVE B EEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERT IFICATE OF OCC UPANCY (C.O .) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHO UT A C.O. WILL BE CONS ID E RED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the a bove conditions fo r occupanc [' use an +he issuance of a Certificate o f Occupancy for th e dwelling under buil ding permit # D L-.1 S ignature Bpapplicationfeb2006 Date iol (R/6t.o Applicant ~~ Address;,*"", Ri!&? j)~ Date /2 ), ]\ qG Finished (Livable Area): Subdivision S?AH-t-<d-•<D<tfi f!~e_ Lot/Block 8 Contractor Main Upper ~\4tif4rl'T -J/5 x(?~,(,$-41) Lower Other -Ao"''iJ--(_~ 72o t 11.&,S Basement: Total Square Feet Valuation Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation 720 1--J~ - Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation '14-~ I'G Total Valuation /{ 'iCcJ 'Fr-1--[ S i 317 A 'f kqJ ht::(t,J 1270, oq Dk Du'--121, 6)~ /z 9'& o 11/13/2006 18:35 9709288277 LARSONS SAWHORSE IN PAGE 02 Garfield County building department: As indicated on the plan the space consists of a bedroom, rec. room and a bathroom. Thi5 is the intended use of the living space above the garage. It is and will be a single-family residence. Thanks. Erik M Larson. GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. 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. Also, please consider using a design professional for assistance In your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to Indicate appropriately and to submit the completed checklist at time of application for a permit. Plans to be Included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. ' Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and original grade. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed, wind exposure B or C, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IRC. I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft . . of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ,.,....--- 2. Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes V" 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? Yes dtu )e.wtc(""""' _ D~-.~u..,fv~ ~"'-' 2 4. Does the site plan indicate the location and direction of the County or private road accessing theprope~· Yes. ____ _ 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design? Yes .._..... 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes v- 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and soffits? Yes .____.-----\rv75 '1:)~, l· 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes \.....-"" 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof constructio~· Yes. ______ _ I 0. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes ~ II. Does the building section drawing or other detail include the method of positive connection of all columns and~? Yes ~ ·------- 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes ~· 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase.JI-certifications or phase II EPA certification? Yes · No ___ ~---- i'\o-\. u. f r I \L e-J!,L, 3 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No ~·· Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes ~ No ____________ _ Does the plan include a window schedule or other verification that windows provide natural light and ~for all habitable rooms? Yes No -------- 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 ------- Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? . /"' • Yes No \./' Lue;.i~.\ ~ G."" '5 ~'"' O "-0<J-..- Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? . Yes ~ No ------ Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepte~ it. Yes No ------- Have tw~omplete sets of construction drawings been submitted with the application? Yes _____ _ Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft. long? , _,....-· Yes \,../"' No. _____ _ 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ~ No ____ _ 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone di§trict? Yes ~ No ------ 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the)darfield County Building Department? Yes '-../" No ------ 27. Do you understand that approval for design and/or construction changes are required prior to the applicatio.JJ.-of these changes? Yes L/ No ------ 28. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your buildin~it? Yes No _____ _ 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 3~-5003. Yes ~ No _____ _ 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50J)O re-inspection fee? Yes . ~ No ______ _ 3 I. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes V No ______ _ 32. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRCv Yes V' No ______ _ 5 33. 34. 35. 36. 37. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? Y au can contact the Road & Bridge Department ;t 6?~01. Yes ~ ~~· No _____ · ________ _ Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at tim~plicable inspection. Yes No ____________ __ Are you aware, that on the front of the Building Permit Application you will need to fill in the Parce --~mber for the lot you are applying for this permit on prior to submittal of a building&r application? Your attention in this is appreciated. Yes No ________________ _ Do you know that the local fire distrioMTiay require you to submit plans for their review of fire safety issues? Yes l.7 ---No (please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit?~ Yes ______ __ I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. s ~~Q;:::::;:-::r--- Signature of Owner ul'b·ZI2..0 Phone:_'1_,_2-==.)?.<::_· -=l!:....:l::..'l_,_'")_L_ ___ ( days); Date C£L<... __ "1,_,1,_.&'--·-2"'--'-z.--'-/_1'-----( evenings) Project Name:-"f.A"--"R_":>>IN.::::-=.;_:_---'~=-c:::S~I/Y:;=I\l=CZ:..=---------------------------------- Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application 6 may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. BpminreqFeb2005 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload: 40PSF up to 7000ft. elevation. 50PSF 700 I to 8000ft. 7 5PSF 800 I to 9000ft. I OOPSF 900 I to lOOOOft. !!!! ALL SNOWLOADS ARE MEASURED AT THE ROOF NOT THE GROUND!!!! Seismic design category: B Weathering probability for concrete: Severe Termite infestation probability: None to slight Wind speed: 90mph Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 800 I and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building Official. Ice shield under-layment required. Mean Annual temp.: Variable Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • • • • • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. Floors R-values are R-19 . Basement wall R-values are R-IO below grade, R -19 above grade. Slab perimeter R-value and depth is R- 10/36in. Crawl space wall R-values are R-10 below grade and R -19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST Applicant LA£S&. Date_._/_.__/-7_}_·_:__:Wr:----- _)}nilding -~-n g!!in eered Foundation .JjjJ.. _ _Driveway Permit fUJ., Surveyed Site Plan '3-~. AL.ilseptic Permit and Setbacks :::::::or~opography 30% ~~esidential Plan Review List -~-inniimmurum Application Questionnaire •----Subdivision Plat Notes Q I I LL-i?:J{, ' ~ o'"V<> ~Fire Department Review 3. ~f... ~~n Determination/Fees ~ne Plans/Stamps/Sticker --z conditions ____:::-~tion Signed ~iewer To Sign Application ~eel/Schedule No. ~40# Snowload Letter-Manf. Hms. R Soils Report GENERAL NOTES: Planning/Zoning ~perty Line Setbacks ~ Stream Setbacks ,~Plain -~eight __ Zoning Sign-off /.f.!/-. Road Impact Fees ~A/DRC Approval --~ade/Topography 40% iLL Planning Issues ~ivision Plat Notes 10/18/2006 09:57 9709288277 11--rr,qc 1 f15D IS ?LAt0 fi-;OpN/K_ ?mm;-r IJI: LARSONS SAWHORSE IN PAGE 01 Lo1 8 f!..e::er vL SP~trM&/(rof£' #.166 P;MsE.Jl ?LID95:.E: Pu-r I if w FTH 77~& PE/!irllfr A t'J;:JU C:/1-//CJ/() WE Su8m r-r-r-r='ZJ Jo~ /or; 7/-f1?1-/vlc s / 5x II( L4~sot.J ~18 .. 6 id-0 ~ech HEPWORTH· PAWLAK GEOTECHNICAL August 31,2006 Erik Larson POBox 877 Glenwood Sprin~. Colorado 81602 lici"'OOh-l'o•nal: Gro~a:nniu~ lnL 5010 <Auncy Road :54 G(en 'WOOd Srrin&" Cot or~ 3..i 6Ji Ph..''"" 970-915-7988 F .. , 970-9'15-8+54 t=mil!l: ~lOhpa:et!ltt.:;_nrm. Job No.I 06 073 0 Subject: Subsoil Study for FolllldatioJl Design, Proposed Oaragc.IADU Addition, Lot 8, Spring Ridge Reserve, Garlield Coumy, Colorado w Dear Mr. Larson: As requested, Hepworth-Pawlak Geotechnical, Inc. perfonned a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated August 16, 2006. The data obtained and our recommendinions based on the proposed constru<:tion and subsurface conditions encountered are presented in this report. Hepworth-Pawlak Geoteclmical, Inc., previously performed a preliminary geotechnical study for the subdivision development and reponed our findings February 26, 2001, Job No. I Ol 126. Pro)IOied Construdion: The proposed addition will consists of a three car garage with dwelinll above and attached to the north side of the existing residence as shown Oll Figure 1. Ground floor will be slal>-<>n-grade. Cut depths arc expected to r&IJie between about 2 to 4 feet. Foundation loadings for this type ofronSI!Uction are assumed to be relatively light and typical of the proposed type of construction. lf building conditions or foundation loadinss are sii'JifiCMtly different from those descn'bed above, we should be notified to re-evaluate the recommendations presented in this report. SUe Coudiliona: The existing residence is the historic ranch hoUlle and two story block construction above a crawlspace. Vegetation consists of landscaped lawn with willows and evergreen trees. The ground surface has been graded with minor cuts and fill and slopes gently down to the north. Subllirfaee Condidonl: The subsurface conditions at the site were evaluated by excavating one exploratory pit at the approximate location shown on Figure I. The log of the·pit is presented on Figure 2. The subsoils encountered, below about two feet of fill, consist of sandy clay. Results of swell..;onsolidation testing perfonned on relatively Parker 303-84;. 7119 • Colorado Spring> 7l9-633· 5 562 • Silverthorne 970-468-1989 -2- undisturbed sa..'llples of the sandy clay, presented on Figure 3, indicate low compressibiiity under existing moisture c~nditions and light loading. The upper blocky day sample showed a minor expansion potential and the lower moist sample showed a minor collapse potential when wetted. No free water was observed in the pit at the time of excavation and the soils were slightly moist to moist. foundation Re.:ommendations; Considering the subsoil conditions encountered in the exploratory pit end liJe nature of the proposed construction, we recommend spread footings placed on the U.'ldisturbed natural sandy clay soil designed for an allowable soil bearing pressure of 1,500 psf tor support of the proposed addition. The soils have variable expansion compression potential after wetting and there could be some post-construction foundation movement. The blocky expansive soils are of limited depth and we expect senlement could be up to about I inch and be differential with respect to the existing building. Footings should be a minimum width of 16 inches for continuous walls and 2 feet for columns. Loose and dist-Jibed soils and existing fiU encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. Exterior footings should be provided with adequate cover above their bearing elevations for frogt protection. Placement of fuotings at least 36 inches l:elow the exterior grade is typically used in Ibis area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such ~ by assuming en unsupported length of at least 12 feet Foundation walls acting as retaining structuies (if any) should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 55 pcffor the on-site soil as bacldi.Jl. Floor Slaw: rne natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slai:>-on·grade construction. There could be some potential for settlement/heave if the bearing soils are wetted. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab :einforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of relatively well graded sand and gravel should be placed beneath interior slabs. This msterial should consist of minus 2 inch aggregale with Jess than 50% passing the No. 4 sieve and less than 12% passing the No. 200 sieve. Ail fill malerials ior support of floor slabs should be compacted to at least 95% of maximum standard Proctor densiry at a moisrure content near optimum. Required fill ~ con5ist of the on-site soils devoid of vegetation and topsoil. Jol> ;~o.l OV 073D • 3 • Surface Drainage: The foUowing drainage precautions should be observed during construction and maintained at all times after the addition has been completed: 1) lmmdation of the foWldation excavations and undel'$lab areas should be avoided during construction. Drying could increase the expansion potential of the clay soils. 2) Exterior backft.!l should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface sUlTOWldini the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first I 0 feet in unpaved areas and a minimum slope of 3 inches in the first 1 0 feet in pavement and walkway areas. 4) Roof downspouts and drains should dischar~e well beyond the limits of all backfill. 5) Landsc!ping which requin:s regular heavy irrigation should be loc~ at least 5 feet from the buildina-Consideration should be given to the use of xerisce.pe to limit potential welti.ni of soils below the foundation caused by irrigation. LimitatioDJ: This study has been conducted in accordance v.ith generally accepted geotechnical engineering principles and practices in this area at this time. We mar.e no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pit excavated at the location indicated on FiiU!e I and to the depth shown on Figure 2, the proposed type of construction, 1111d our cKperience in the uea. Ow services do not include determining the presence, prevention or possibility of mold or other biological confllminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pit and variations in the subsurface conditions may not become evident until excavation is performed. [f conditions encountered during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. \Ve are not responsible for technical interpretations by others of our i.nfom1ation. As the lob No.\06 0730 SEP-E-2006 16' 21 P. G~/E.l? -4- project evolves, we should provide Qontinued consultation and field :;crvices during construction to review and monitor the implementation of our recommendations, and to verifY !hill the recommendations have been appropriately interpreted. Significant cesign changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strllla and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further B..!sistance, please let us know. Respectfully Submitted, HEPWORTH-PAWLAK GEOTECHNICAL, INC. Reviewed by: Steven L. Pawlak, P. LEFJksw attaclunents JobNo.l000730 Figure I -Location of Exploratory Pit Fipre 2-Log of Exploratory Pit Figure 3 -Swell-Consolidation Test Results SEP-12-2006 16:21 APPROXIMATE SCALE 1' =50' SF'RING VI eN ORNE . I ----PIT 1 DPAOP~ I ADDITION I I l I I L0i9 I I ~ I I I EXISTING L--..J RESIDENCE ~ ~ LOTS 5= (9 L ~ 0. "' __ __,_ ________ ----------1 ~OT7 106 0730 LOCAnON OF EXPLORATORY PrT Figure :1 SEP-12-2006 16:22 ' PIT ; f 0 o-, --r ~~-" -;- G v ti0-104 -+ ~ ~ t1 ""7--~ "" 1--5 I~ 5-+ ' 1--+ = '-' r-ll g --'-r-_,. WC.alO:' r-oo~so -: '--iO 10---; LEGEND. [(j ' ~ILL; sa1dy siH ano' clay with gcavei ana scattered ccbb!es, sorr:e debris, medi~m suH, slightr1 moist. brown: ,--; LJ Ci.AY (Cl.); aandy, Silty, medium stift and blocky to med1um stiff w~h depth, slightly moist to mo:st. rrixed brown, row plasticity. ~ •·· :l!arneter hand driven liner sampre. NOTES: -. The e•ploratory pit was excavated en August 17, 2005 with a Cat 416C backhoe. 2 Loca:ion of H1e exploratory p~ was measured by pacing from features shown on the s!1e ptan proviaed. :; The expiocatort pit elevation WliS not measured and log of exploratory pit Is arawn 10 depth. 4 The exploratory pit location should be conslderad accurate only lo the degree implied by the metnod ~sad. 5. The lines between ma:erlals shown en the exploratory pit Jog represent the approx.rnate boundaries between ma:eriB\ rypes ana transttions may be gradual. 6 No free water was enccuntered In the pit at the t'IT'e of excavating. Fluctuation in waiEr level may occur w~h time. I 7. Laboratory Testing Assutts· ' WC -Water Content (%) DO = Dry Densiry (pefi 106 0730 gi.~ch HP--A~-I!OYIC~ LOG OF EXPLOR.t;TORY PIT Figure ~ I ! j Moisture Content = 8.0 pe~cent I y 1 I I / DIY DMsity ~ 104 pet I I I I c -~ 1 Sample oi: Sandy c:ay I "' I I I . 7. r • [ L : rrom. ?it 1 at 2 Feet 0 X 1-! "' ~ ~ I II --; I I ~ I I \ ', I I I ~ 1\ 8 ! I I I 2 I c I ' Expansior :\ I i upon ' ;: wetting I ! ' : I I I I I : I i O.i 1.0 APPLIED PRESSURE • koi 11) tOO I I I I Moisture Content t:.:r. 10.7 percent j I i I Dry Density " 90 pet I i Semple of: Sandy Silty Clay I ' I From Pit 1 at a Feet c I .---I I I I ! I I I I r-r-I ;j ' I I ~ I Cornpress1on Q upon " wetting "' 2 "' g. I \ l= 8 I : !\ J ' 't \ l 4 I I I I I I I 1 I I I I 1 1 1 ! i i I I i i I I 0.1 1.0 10 100 A?PLIED P'lESSURE • ksl l ,-;, (":7~0 rR-.. I. SWELL·CONSOLIDATION TEST RESULTS FigL;re 3 ,y..., ...... Hewolm+PA Wl.Al< O~HJ~ TOTq_ R. 21'7 KURTZ & ASSOCIATES. INC. 5012 County Road 154 Glenwood Springs, CO 81601 Date: May 17, 2007 To: Whom it may concern MEMORANDUM Re: Residential Addition at 0079 Springview Drive STRUCTURAL CONSULTANTS Phone (970)945-6305 Fax (970)945-1 093 Spring Ridge Reserve Subdivision, Garfield County, CO Our office has reviewed the roof framing plan for the addition and the over-framing of the existing hip roof. The general contractor had strengthened the existing roof rafter system by adding additional bearing walls (knee walls) in the attic. These walls are aligned with interior bearing walls on the main level of the residence. To join the existing roof to the roof of the addition the general contractor had over- framed the existing hipped end of the roof with 2x6 rafters spaced at 24" on center. The rafters span from a continuous plate at the existing hips to a 2x8 ridge plate. The maximum rafter span at the over-framing was 15'-10". After reviewing photographs of the initial over-framing our office made the following recommendations : 1. Additional bearing walls bearing on the existing roof, and located directly above the 'knee' walls in the attic, should be added to support the over-framing rafters. This reduces the maximum 2x6 rafter span to 8'-6". Additional bearing walls are 2x4's at 24" on center. 2. Where the 2x8 over-framing ridge beam intersects the gable end truss, a (2)-2x4 post should be provided to support the ridge beam . These improvements will serve to allow the over-framing and the existing roof to safely support a design snow load of 40 PSF . /!-·~ Brian Kurtz , P.E. SPECIAL WARRANTY DEED TIDS DEED, made this 16th day of August, 2006, between Springridge ot Glenwood Springs Deve lopment Corporation , A Colorado Corporation ofthe said County of Garfield and State of Colorado, Grantor, and Mo rk A. Larson and Erik M . Larson whose legal address is: 54 County Road 149, Glenwood Springs, CO 81601 of the said County of Garfield and State of Colorado , grantee : WITNESS, that the grantor, for and in consideration of the sum of Rec Fee $6.00 Doc Fee $25.50 ( $10.00 ) Ten dollars nnd Zero cents, the receipt and sufficiency of which is hereby acknowledged, has granted , bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm, unto the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all the real property, together with improvements, if any, situate, lying and being in the County of Garfield and State of Colorado described as follows : LOTS SPRINGRIDGE RESERVE PLANNED UNIT DEVELOPMENT, PHASE 1 ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 26,2005 AS RECEPTION NO. 681074 COUNTY OF GARFIELD STATE OF COLORADO also known by street and number as: Lot 8 Springridge Place Subdivision, Glenwood Springs, CO 81601 TOGETHER with all and singular the hereditaments and appurtenances thereto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever except, The grantor, for himself, his heirs, and personal representatives or successors, do covenant, and agree that he shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons claiming the whole or any part thereof, by, and through or under the grantor. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WHEREOF, the grantor has executed this deed on the date set forth above. lopment Corporation, A Colorado Corporation STATE OF Garfield COUNTY OF Colorado ) ) ss. ) The foregoing instrument was acknowledged before me this 16th day of August, 2006, by Bradley J. Greenwald as President of Springridge at Glenwood Springs Developm ent Corporation, A Colorado Corporation My commission expires: 16 -I g-:-o(i;J S1e1v-~n TIUc o(Color.ulo -Oic:nwood Spri ntu Divis ion Fil e Number: 20050084 }::::~n -1-0 : 1-tJ./'5-o,..__j W~~m~nly Deed Special Po 13ox: 87'7 Pog e I or 1 ~· . /1 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 201 · Glenwood Springs, Colorado Phone (970) 945-8212 Job located at--------------- Permit No. /o.;J.N You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970·384·5003. Date f"·lf'..t::?? 20 ___ _ Building Inspector ?zz.£"-~ Phone (970) 945·8212 I OZ/<-~ No. __________ ~------Assessor's Parcel No. Z 2/15 -·I r;-c'·/ {J>~S Date i I ) I 1.;. I / noCe BUILDING PERMIT CARD Lt ufj Job Address CC -1 r.7 Owner L (\v ':.; C· l Contractor ( L <-.) n t.. V \1 'f't • l.cY\-6 -5 1 ?r-'-"' ,;f'. :)11 Address.j.f:.lt:""'. (""i.J""C'~A'-· ..l2.....L/-..f.J.(:l:tJ..otiL;1":> Phone# (!)1'(, -?, IZD ' I ' \ Address ________________ Phone # _______ _ ear _____ LH Zoning Setbacks: Front--..----R RH (' c<rl Cc•\ \c { AY.• f;,.,J I ------ 1 J ' ' 11 J ':..f)tA-fNSPECTIONS 4 ') c, v c\! C I r:•. t p·· < !··, d j Soils Test -:=---;::::-:::-:;;---A~A"---------Weatherproofing _____________________ _ Footing 12-13·06..,,._... Mechanical ~~~~~atio~ -£-o6 ~ Electrical Ro--ug-h:-:-(S:-t-a-te_) _________ _ ~ Electrical Final (State) Underground Plumbing "'//4 F' 1"' A ------------~~~-~ ma >-·'2"1·•''1 /Checkli~t,G9.mpleted?44..1.oLJ.l __ Roug.h Pi.=Jlbin~ i!ii:J · /; -Oprv! . 1£, Certificate Occupancy # _.TV=.cll.l±LL. ______ __ Frammg.l.:_g=OL.J!L_~M ~ r·· Date ..-- Insulation 57;), .;, Septic System # Roofing Date Drywall G ·t·o7~ ------------ Gas Piping .5'-t8-o 7 /CmA Final, ___________ _ --Other --;-;;~-;:;-:-~-~tt-;--;;-;-.,------- \ Cu , ~-·. ,. .. c ._.··-'---· '\ ~···.·, ct,J'~-.. ( t•c \NOTES ~pj~'if'}: #.X~ $1.95 s ~-·-'-,. '-'--'• . --·~u l', '" 1 ,_ ''-·' _1 · IHt:PlL 1'--t+i ~ /+i>P LJJIM, . /'ltCIC 2•·-c\ (<.\L'ht-,1 r•C.·\ C\_t\..C•• ,,_, ,_( AnQ.r'-Jrrc.tl-f'-1-1 1}..-2.9-'(ijl IXTIRIOR Address No.---------""'---- Orain!IQ8 _________ _l,L, __ _ Oeckl-support & cr&81ance to wood __ ...l.<"--- Deck:s-stairs & rails _______ ,k::_ __ Exterior locks -----'----....!:0:...-- Fiashing around doors & windows __ .....clL-:--- tnsect screens ________ _,_,L. ___ INTIRIOR GARAGE Fk'e wall separation-------"''-"'7-- Service doors-Hi" min. ------~Vs,.._ Ooor (20 min~) w/auto closer-Hi" min. __ -,-7-~- Mech. equip. 18" above floor _____ V'--,-"<:_ No opening into sleeping a_rea ____ __,(/e::_ __ BASEMENT-CRAWL AREA A~M--------~~~t~~---- lnsulatlon -------.JIIi'\,L--l-.Af ___ _ Headroo~tairs; _____ .!,/_~ ___ -___ _ Ventilation------------- FINAL CHECKLIST MECHANICAL ROOM Bolier _______ __,Ve:::.-7"" __ Hot water ______ __,.,o:_ __ _ FA gaoloi\ ______ _,A/'-'4/-<IOJ.• ___ I Floor draln•-------4-.L-- Ciearance< _______ JL. __ _ Air con. system•------"'~- Hot water heater -----'"-c,-- Combustlon air _____ -"''?~- Gas piping, valves ____ --"'07--- LPG Drain _____ _,lc'v'-1-(-"tJ."--- FIREPLACE/STOVE Clearance to combustibles•------ Termlnation of chimney•---.1\r-/ilff'I-- Combustlon airc _____ p.J._!L(A.....__ Hearth {12" or 20" on sides) ~/L ___ _ Glass doors _________ _ Certified by: _________ _ REMARKS lr.nntiniiA nn hAr.k\ STAIRWAYS Headroom {6'8") ----'"'----,------ Railing & guardrails --~<::_ ____ _ Wldth ______ ..io<7~---- Rise & run----~'----- KITCHEN Clearance above griii ____ ,-7T;;--- Exhaustlan -------1/J.~'(!,kC--/ blc:: Broiler exhaust (1 hr. chase) _ _:, ____ _ BEDROOMS Egress ______ ..I.<O:...----- Smoke detector-----"(_/"'------ BATHROOMS Exhaust fan-----~~~--- Shatterproof glaSS-----=------ OTHER ( INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date lssued .. (l..:.l.o/:.f).f.t, .... Zoned Area ............................... Permit No .. ./ .. 0..?..1.4. ............ . AGREEMENT lu 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. . u A.TT"· td + Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing ;;). -/3-c>t>~ Driveway Foundation ;;L-!f-0 6_,z Underground Plumbing ;{/}¢ Insulation 5 -,-:2.::< ·O? Jl'///2- Rough Plum bing S-I/!-6 7 sYvt-Drywall_6· /· 0 /_2~ Chimney & Vent .5-f 8 -o 1 jQrvl Electric Final (by State Inspector)R.2'3·o7 •I( Gas Piping s-;g-o7/Jm Final .,?~?-~! -(1/) ]LL,lt Electric Rough (By State J.(s' L./j;p Septic Final v Framing S -I 8 -o! ,G-rvJ Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 I 08 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date /I·{<(·~ P~1~~:J{1ovER WITH CLEAR PLASTIC ':A Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information Asli~ssor/Treasurer Pro12emr Search I bsses~t._Su_bset Query I Assessox Sales Search Clerk &_Recorder E.e_Q_e)2tion S~<m::l1 Basic Building Characteristics I Jax Informa,tion P_itrcel Det!lil I Yalue Detail I Sales Detail I Residep_tial/Commercial Im)2rQ\'~illS!DJI2~Jail J,a,nd Detail I Photogranhs I Mill Le_yx Revenues Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 008 II R042623 II 239510 I 09008 II 60.596 I Owner Name and Mailing Address jLARSON, ERIK M jP.O. BOX 877 jGLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) lsECT,TWN,RNG:I0-7-89 ISUB:SPRINGRIDGE RESERVE PUD, PHASE 11 LOT:08 PRE:R042100 RECPT:733418 IBK: 1863 PG: 831 RECPT:711185 BK: 1720 IPG:770 RECPT:681083 BK:1720 PG:768 )RECPT:681 082 BK: 1720 PG:766 IRECPT:681081 BK:1720 PG:764 IRECPT:681 080 BK: 1720 PG:761 IRECPT:681 079 BK: 1720 PG:759 IRECPT:681 078 BK: 1720 PG:757 IRECPT:681077 BK:I720 PG:731 IRECPT:681076 BK:1720 PG:710 IRECPT:681 075 BK: 1720 PG:702 IRECPT:681 073 BK: 1720 PG:696 IRECPT:681 072 BK: 1720 PG:693 http://www.garcoact.com/assessor/parcel.asp?Parce1Number=23951 0 I 09008 I I I I I I I I I I 6/24/2008 Parcel Detail Page 2 of4 jRECPT:681 071 BK: 1720 PG:673 I jRECPT:681069 BK:1661 PG:345 I jRECPT:668309 BK: 1652 PG: 180 I jRECPT:666215 I Location Physical Address: jj79 SPRING VIEW DR GLENWOOD SPRINGSj Subdivision: jjSPRINGRlDGE RESERVE PUD, PHASE I I Land Acres: I 1.015 Land Sq Ft: I 0 Section II Towns hi~ II Range I 10 II 7 II 89 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 155,56oll 45,1101 I Improvements: II oil 0 I Total: II 155,56oll 45,1101 Additional Value Detail Most Recent Sale Sale Date: jj8/!6/2006 Sale Price: jj255,000 Additiopal Sales.Qetail Basic Building Characteristics Number of Residential 1 Buildings: Number of Comm/lnd lo Buildings: I Residential Building Occurrence 1 Characteristics 2 STORY WI ATTIC: III,144 FIN. 1 STORY OVERII II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=23951 0 I 09008 6/24/2008 Parcel Detail Page 3 of 4 I GARAGE: 11720 I I 1 STORY: 124 I TOTAL HEATED AREA: 113,032 I I ABSTRACT CODE·IISINGLE FAM.RES-' IMPROVEMTS I ARCHITECTURAL STYLE: 112-STORY I EXTERIOR wALL: IIBOARD/BA TT I EXTERIOR WALL: i!CONC BLOCK I ROOF COVER: llcOMP SHNGL ROOF STRUCTURE: i!GABLE INTERIOR WALL: IIDRYWALL I FLOOR: IIHARDWOOD FLOOR: IIHARD TILE FLOOR: llcARPET HEATING FUEL: IiGAS I HEATING TYPE: IIELEC BS BD I STORIES: II sTORIES 2.0 I BATHS: 13 I ROOMS: Is I UNITS: 11 I BEDROOMS: Is I YEAR BUILT: 111913 I Additiona!Residenti!!ILCommercial ImJlrovement Detail Tax Information Tax Year II Transaction Type II Amount I 2007 II Tax Payment: Second Half II ($1,256.16)1 2007 II Tax Payment: First Half II ($1 ,256.16)1 2007 II Tax Amount II $2,512.321 2006 II Interest Payment II ($27.60)1 2006 II Interest Charge II $27.601 2006 II Tax Payment: Whole ($552.08)1 2006 II Tax Amount $552.081 2005 I Interest Payment ($0.15)1 2005 Interest Charge $0.151 I 2005 Tax Payment: Whole ($5.00)1 I 2005 Interest Payment I ($0.29)1 http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumber=23951 0109008 6/24/2008 ~' (?_o ' [I ~1\,~' i\16 ' :\'-\ll)C o\~ d -l ~ IA-t "<. 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