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Home My WebLink AboutApplication- PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601 - Phone: (970)945-8212 Fax: (970)384-3470 Permit NO. BLRE-9-11-2177 Permit Type: Residential Building Work Classification: Addition Permit Status: Active Issue Date: 9/12/2011 Expires: 03/1012012 1 Parcel No. Subdivision Section Township Range 4338 HOMESTEAD RD CARBONDALE, CO 81623 - 218726100016 HOMESTEAD EST. Owner Information Anthony & Kathy Schaeffer �t�.R.�•.�.-rte.-_- Address 650 Dalewood LN Hinsdale IL 60521 Phone 630-660-2018 Cell Contractor(s) Phone Primary Contractor Rubin Construction (970)618-2057 Yes Proposed Construction / Details 288 SF bedroom addition on crawl space. FEES DUE Fee Amount Plan Check Fee $254.31 Residential Building Fee $391.25 Total: $645.56 Valuation: $ 24,099.84 Total Sq Feet: 288 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLRE-9-11-21362 $ 645.56 Check # 1005 Check # 2204 $254.31 $391.25 $ 0.00 Required Inspections: For Inspections call: 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Monday, September 12, 2011 2 Gay- eld Cous-ity 108 8t8 Street, Suite 401, Glenwood Springs, CO 81601 Ph:970-945-8212 Fx:970-384-3440 Inspection Line:888-868-5306 www.garfield-county.com BUILDING PERMIT APPLICATION SEP 0 1 2011 JGAR H .► O COUNTY BUILDING . PLANNING -5 1 Parcel No: (Ibis information is available at the assessors office 970-945-9134) 2161 2. U I 0 00 l (o Lot No: Block No: Subd./ Exemption: 10 Homestead Es-1-"45es 2 Joh Address: (if an address has not been assignedd, please provide CR, HWY or Street Name & City) or and legal description 4 33t 44061e54end Rd. / COVID Idle, (0 3 Owner: (property owner) Tom/ A Ka4-Liy Scliac Fe ( Mailing Address: (7 paieW o0d LA. 14i v1Lia(e, IL 4.0521 Ph: (03O- °1zo -1575 Alt Ph: 4 Contractor: TO WI 'Rubih Mailing Address: gip Lov1e pjt}e Ly), SIH-, CO 01(1e -,Z Ph: 6170- 4710-ZO57 Alt Ph: 5 Manufactured home installer: Mailing Address: Ph: Lic #: 6 Architect: pet/tills Pow -ell D k r4✓cbti4-ecf5 Mailing Address: P.O. Doc 417-1 6x6€5, +, CO €16,Zl Ph: 110-333-1043 Alt Ph: 7 Engineer: Ol 1 vev RiCae E,/oIve 5-t-vurt-tl✓al pew}ti Mailing Address: (75 1..1. 4 -ill St. Sults 51 Cavbat'tdak, Co Ph: 720-(p2(a-'2oI Alt Ph: 8 Sq. Ft. of Buildingt Add i.{-i»h : Z9,S SF Sq. Ft. or Acres of Lot: 3oi r 8 AG. Height: 15 t- tit No. of Floors: I 9 Use of Building: tirResidential ❑Commercial ❑Other Class of Work: ❑New ❑Alteration Addition ❑Repair ❑Demo ❑Move 10 Describe Work: Z00 6.c. beCltr0OVfl c..CIGi i+-jay1 - O lie stuyy UJOCd{ -i ✓ct ie COv1 StYNCf-I!/Ii over a Crawl speer. 11 Garage: ❑Attached ❑Detached Septic: ❑ISDS ❑Community Type of Heat: ❑Nat. Gas Propane DElectric ❑Other 12 Driveway Permit: Owners valuation of Work:�, 010o 0. 00 NOTICE Authority. This application for a Building Permit roust be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate letter of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION 1 hereby certify that I have read this Application and that the information contained above is true and correct. 1 understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as 10 accuracy. Assuming completeness of thc submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the submittals reviewed by thc Building Department. In consideration of the issuance of the Building Permit, l agree that 1 and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, construction or use of the structure(s) and facility(ics), described above, are not in compliance with County Regulation(s) or any other applicable law. I hereby grant permission to the Building Department to enter the property, described above, to inspect the work_ 1 further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or facility(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions or discrepancies. As the Owner, l acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: 1 S �.. og lay 1 a o 11 OWNERS SIGNATURE DAT p% rt 9 •t• 1.•jt CK• 1005- 9431 cia20-43%tS STAFF USE ONLY Special Conditions: Adjusted Valuation: 2/,099.8fY Plan Check Fee: Z5 /.3/ Permit Fee: 39/zs Manu home Fee: Misc Fees: ®- Total Fees: yrs. 56 Fees Paid: �5L1.31 Balance Due: 39/Z3" RP No & Issue Date: ISDS No & Issued Date: f t.RE- g1i%- Setbacks: / FZS; rz5, s 10 OCC Group Const Type:�� Zoning: R zrz?.:4„,,,,,/,,,...7-?-// , 'G d 9-9-71 APPROVAL DATE APPROVAL DATE Building Plan Review Description of Work: 288 SF bedroom addition on crawl space. Bin #: Location Address: 4338 HOMESTEAD RD CARBONDALE, CO General Information Contacts Case Manager: David Bartholomew Plan Case Number: BLDG -9-I 1-6978 Parcel: 218726100016 Application Date: 09/01/2011 Owner: Anthony & Kathy Schaeffer Applicant: Anthony & Kathy Schaeffer Applicant Phone: 630-660-2018 Email: 1 Building Planninq/Zoninq Engineered Foundation Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan Flood Plain i Nl d Septic Permit and Setbacks Building height J Grade/Topography 30% Toning Sign -off Attach Residential Plan Review List Road Impact Fees Minimum Application Questionnare /0/,HOA/DRC Approval Subdivision Plat Notes Grade/Topography 40% AyA Fire Department Review / Planning Issues Valuation Determination/Fees Subdivision Plat / Red Line Plans/Stamps/Sticker General Comments: Attach Conditions V4`Gl4h14 I2r099 �Y 1 Application Signedoeu) Re- 25q,?/ Plan Reviewer To Sign Application ee ZS ermf/, Parcel/Schedule No. 6 ' J rOT/71.-- N%A40# Snowload Letter_ Manu. Homes n2,0TL ZlY Soils Report _4:7ae - 5942,0 Applicant: Job Address: Subd- Lot/block: FEE ESTIMATE FOR S/F STICK BUILT HOMES (ALL FEES ARE ESTIMATES UNTIL FINAL PLANS ARE REVIEWED) "taut y 4 40.4Uiy 5ctiae4&v 43''F5-1-Ivwie9b?ad 42d. (avlintela12 Lo -1- I (, t .N(7mes+ead eta-hei FINISHED LIVING SPACE: ZOO se X 74.68= 21150 fi UNFINISHED BASEMENT: CRAWL SPACE: GARAGE: sf X 41.00= sf X9.00= sf X 18.00= UNCOVERED PATIO/DECK COVERED PATIO/DECK: MISC: MISC: sf X 12.00= sf X 24.00= Z, 5°)Z TOTAL VALUATION: 2.4, 100 THIS SECTION WILL BE DETERMEND BY GARFIELD COUNTY BUILDING & PLANNING PLAN REVIEW FEE: PERMIT FEE: TOTAL: X254,31 4 391, Z� * 6'45.54 SEPTIC= PERMIT: PERC: GARFIELD COUNTY Building & Planning Department 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 Telephone: 970.945.8212 Facsimile: 970.384.3470 www.garfield-county.com SINGLE FAMILY OR DUPLEX BUILDING PERMIT NOTE: In order to understand the scope of work intended and to expedite the issuance of a permit, it is important that complete information be provided. Please review this document to determine if you have adequate information to design your project and to facilitate a plan review. SINGLE FAMILY OR DUPLEX BUILDING PERMIT APPLICATION CHECKLIST This checklist is to be used with all single family dwelling construction. APPLICATION FORM: Please make sure the following information is provided on the application. • Parcel number obtained from the County Assessor's Office. • Job address (assigned physical address) • Legal Description: lot, block, filing, subdivision or tract, section, township and range. • Owners name, mailing address, phone, fax, or cell. • Contactors name, mailing address, phone, fax, or cell. • Architect/Engineer's name, mailing address, phone, fax or cell. • Building size, height, number of stories, lot size. • Use of building (residential) • Class of Work (new, addition, alteration, repair, demo, move, other) • Description of work. • Type of heating (natural gas, propane, electric, other). • Sewer system (Community or ISDS), also see other items below. • Garage (attached or detached). • Driveway permit (please see other items below) • Valuation (labor and materials) see attached worksheet. OTHER ITEMS: • If you anticipate obtaining a water -tap from the City of Rifle, please provide a letter indicating that the City will provide water service. (Required to submit building permit application). • ISDS requires a septic permit application to be submitted with the building permit application. • A separate electrical permit must be obtained from the State of Colorado Electrical Board. • Prior to submittal of a building permit, you are required to show proof of legal and adequate access to the site. This may include proof of right to use a private easement, County Road & Bridge permit, or Colorado Department of Highway permit, including a Notice to Proceed. The County Road & Bridge Department can be reached at 970-625-8601. • If you anticipate excavating or grading prior to issuance of a building permit, you will be required to obtain a separate grading permit. • If you belong to a Homeowners Association (HOA), it is your responsibility to obtain written approval, if required. • Provide copies of any Resolutions and/or Land Use Permits associated with this property. • Additional Dwelling Units may require Administrative Review. • Minimum dwelling dimension is 20 ft wide x 20 feet long. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, unless the homeowner is performing the work. BUILDING PLANS: Two (2) sets of plans must be submitted. Plans must be 18"x24" minimum size, complete, identical, legible, and to scale. All plans will be checked at the counter for completeness. If any of the required information is missing, the building permit application cannot be accepted. SITE PLAN: Please make sure the following information is provided on the site plan. • Property address/legal description. • North Arrow and Scale on each page. • Show all property lines, building envelopes, flood plain, and easements. • Provide setback distances from boundaries, buildings, septic, well, and waterways. • Location and direction of the county or private road and driveway accessing the property. • Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. • Existing and proposed grade, positive drainage around structure (to be contained on site). • Streams, rivers, creeks, springs, ponds and ditches. • Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) • Retaining walls (engineer stamped detail required for walls over four (4) ft, measured from bottom of footing to top of wall). NOTE: Any site plan depicting the placement of any portion of the structure within fifty (50) feet of a property line or not within an established building envelope shall be prepared, stamped, and signed by a licensed surveyor. For structures to be built within a building envelope, provide a copy of the recorded subdivision final plat with the proposed structure located in the building envelope. ARCHITECTURAL PLANS: Please provide the following information on the architectural plans. • Minimum four (4) elevations (N,S,E,W) Indicate height of building measured from existing grade to the midpoint between the ridge and eave of a gable or shed roof or to the top of a flat roof. • Floor plans for each level including dimensions and scale noted. • Clearly label each room or space (bedroom, bath, kitchen, closet, etc). • Show the location of the mechanical equipment. • Building cross sections with construction details. • Window sizes, types, and operation noted on the floor plans or elevations. • Specify roof slope/pitch, roof covering, and siding materials. • Stair and guard details specifying rise, run, height and spacing. • Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. • Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. • Provide stove and fireplace make, model, EPA or Colorado Phase II Certification. Masonry fireplaces shall be designed to the International Residential Code (IRC) requirements. STRUCTURAL PLANS: Please provide the following information on the structural plans. • Design specifications to include roof and deck snow load, wind and seismic design, frost depth. • Foundation plan showing complete footing and foundation dimensions. • Footing and foundation details specifying reinforcement and referenced on plans. • Framing plans for each floor level and roof. All beams, columns, joists, rafters, and trusses specified. Pre -manufactured structures require the engineers stamp, signature, and date. • Framing /connection details, braced wall lines, shear wall schedule, location and hold downs. NOTE: If any required information is missing, delays in issuing the permit are to be expected. If determined by the Building Official that additional information is necessary to review the application and/or plans for compliance, the application may be placed on hold until the required information is provided. Work may not proceed without the issuance of a permit. The building department will collect a Plan Review fee at time of application submittal. The permit fee, as well as any Septic or Road Impact fees will be collected when the permit is issued. The permit application must be signed by the owner or by person having written authority from the owner to act as their representative. Building cannot be occupied until a Certificate of Occupancy (CO) is issued. Using the building without a CO will be considered an illegal occupancy and may be grounds for vacating the premises. (Final/CO inspection requirements will be attached to your approved field set of plans.) I hereby acknowledge I have read, understand, and will abide by the requirements of this checklist. CI)Signature of Owne Date Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-countv.com 65 N 4th ST, SUITE 5 CARBONDALE, CO 81623 (970) 618-7708 (970) 963-0265 - FAX STRUCTURAL DESIGN PO Box 260847 LAKEWOOD, CO 80226-0847 (303) 815-8601 www.evolvestruct.com August 31, 2011 Dennis Powell dk architects, Ilc PO Box 4121 Basalt, CO 81621 RE: Schaeffer Residence Lot 16, Homestead Estates, Garfield County, CO ESD pn 11.016C Dear Dennis: Per your request, we have reviewed the above -noted project for owner -requested revisions to the East wall. It is our understanding that the center window will be removed, and the two end windows will remain on the East wall. As a result of this revision, the following changes will be made to the structural drawings: 1. Detail 9/S2.0 is no longer required for support of the log ridge beam, and the window header at this location should be deleted. The ridge should now be supported similar to detail 13/S2.0, with the king studs each side of the ridge beam extending full wall -height. 2. The braced wall panel on the East wall will now extend from end window to end window. Each end of the braced wall panel should have a foundation holdown strap, Simpson LSDTHD8, as in detail 9/S2.0. Other framing will remain unchanged due to this revision. Please feel free to call if you should have any questions regarding this report or if we can provide you with any additional assistance. Sincerely, Oliver W. Rice, PE., Princ'::;: EVOLVE Structural Design (720) 626-92010. „'„, 7451 WONAL e, mrrt v.go. - HEPWORTH -PAWLAK GEOTECHNICAL September 22, 2011 Rubin Construction Attn: Tom Rubin 96 Lone Pine Lane Silt, Colorado 81652 Subject: Dear Tom: Hepworth-Pawlak Geotechnical, inc. 5020 County Road 154 Glenwood Springs, Colorado 31601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeorech.com Job No. 111 214A Observation of Excavation, Proposed Master Bedroom Addition, Lot 16, Homestead Estates, 4338 Homestead Road, Garfield County, Colorado As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 16 and 19, 2011 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed as additional services to our agreement for professional engineering services to you, dated July 18, 2011. We previously observed the excavation for the residence at this site, report dated October 8, 2004, Job No. 104 712 and also observed the excavation for the detached garage at this site, report dated July 22, 2011, Job No. 111 214A. The proposed bedroom addition will be attached to the downhill, southeast corner of the existing residence. The addition will consist of a single story wood framed structure over crawlspace level. The addition will be roughly 25 feet by 20 feet in plan size. Spread footings 16 inches wide with 2,000 psf bearing capacity were assumed in the building design. The crawlspace floor will be cast -in-place concrete slab -on -grade. At the time of our September 16th visit to the site, the foundation excavation had been cut in 1 level from 1 to 7 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of old fill consisting mostly of clay topsoil with wood debris, cobbles and some boulders. Natural, stiff sandy clay and boulders was encountered in hand dug pits at about 1 to 2 feet below the north portion grade. We recommended the unsuitable fill soils be removed down to the natural clay soils. A minimum distance of 1 horizontal to 1 vertical should be maintained when subexcavating next to the existing foundation to reduce the risk of undermining the foundation. Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Rubin Construction September 22, 2011 Page 2 At the time of our September 19th visit to the site, the excavation had been cut in one level up to 8 feet below adjacent ground surface. The fill and topsoil had been removed and natural, stiff sandy clay and boulder soil was exposed at the bottom of the excavation. Results of swell -consolidation testing performed on a sample of the clay soil taken from the site, shown on Figure 1, indicate the soils are slightly to moderately compressible under conditions of loading and wetting with a minor expansion potential. No free water was encountered in the excavation and the soils were moist to very moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural, stiff clay and boulder soil below the old fill and topsoil and designed for an allowable bearing pressure of 1,500 psf should be adequate for support of the proposed addition. There could be some post - construction movement of the foundation if the bearing soils become wet. The movement could be differential between the existing log framed residence and the wood framed addition. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose disturbed soils and existing fill should be removed and the bearing level extended down to the undisturbed natural clay soils. Structural fill placed beneath the foundation footings to achieve design grade should consist of imported granular soils (such as road base) compacted to at least 98% of standard Proctor density at a moisture content near optimum. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Structural fill placed within floor slab areas should consist of imported granular soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. The existing perimeter drain should be continued around the addition and daylighted to a suitable gravity outlet beyond the limits of building backfill. We understand that water seeps into the existing crawlspace during the spring. We should be notified if additional drain design recommendations are needed. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In Job No. 111 214A Rubin Construction September 22, 2011 Page 3 order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTECHNICAL, INC. Roljkrt E. Stempihar, E.I Reviewed by: Steven L. Pawlak, P. SLP/ksw attachment Figure 1 — Swell -Consolidation Test Results Job No. 11 1 214A COMPRESSION - EXPANSION (% ) 1 0 1 2 3 4 5 Moisture Content = 24.7 percent Dry Density = 98 Pc1 Sample of: Sandy Clay From: Southeast Portion of Footing Excavation (09-19-11) I r I ; I ; Expansion upon wetting I 1 ! : : 1, I 1 1r r I I r I ; 1 ; I 01 1 10 10 APPLIED PRESSURE ( ksf ) ! 1 I Hi r 111 1 100 111 214A Gtech HEPWORTH-PAWLAK GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS FIGURE 1 David Bartholomew From: Dennis Powell [dennis@dkarchitects.us.comj Sent: Monday, September 26, 2011 11:16 AM To: David Bartholomew Subject: FW: Schaeffer Bedroom Addition, Lot 16, Homestead Estates Attachments: 11.016C Schaeffer Ltr 2.pdf; 11.016C Schaeffer SD3.pdf; 11.016C Schaeffer SD4.pdf; Schaeffer Soils Report.pdf Hi Dave, I am sending you some revised foundation details for the Shaeffer project that are required due to some Targe boulders that were found in the excavation. A current soils report for this excavation is also attached. I have also attached a letter from the engineer allowing for a change from stick framed roof construction without venting to pre-engineered trusses with venting. I will get you stamped copies of these documents later this week, but I wanted to get you these details right away since the Contractor has called for a formwork inspection for tomorrow. Please give me a call if you have any questions. Thanks, Dennis Powell dennis@dkarchitects.us.com 970-333-1043 Plah J dk architects, Ilc 1 OL STRUCTURAL DESIGN September 26, 2011 Dennis Powell dk architects, Ilc PO Box 4121 Basalt, CO 81621 65 N 4th ST, SUITE 5 PO Box 260847 CARBONDALE, CO 81623 LAKEWOOD, CO 802260847 (970) 6187708 (303) 8158601 (970) 9680265. FAX lbw( evoIesWct tom RE: Schaeffer Residence Lot 16, Homestead Estates, Garfield County, CO ESD pn 11.016C Dear Dennis: Per your request, we have reviewed the roof framing for the above -noted project, for the replacement of the log ridge beam and 2x12 rafters, with pre-engineered wood scissors trusses. As a result of our review, it is our professional opinion that the roof may be framed with the proposed scissors trusses. The following items should be noted: 1. The trusses should be attached each end to the bearing wall top plates with Simpson H2.5A hurricane clips. 2. The trusses should be designed to support the dead load of the architectural log ridge beam at the ridge (size and weight to be determined by Architect). 3. Posts supporting the original structural ridge beam may be omitted, each end of the addition ridge. 4. The South wall header (approximately 12 ft. clear span) should be revised to either a triple (3) 1 3/4"x 11 7/8" LVL, or a double (2) 1 3/4"x 14" LVL. Each end of the header should be provided with a Simpson CS16 x 22" steel strap to the trim studs to resist uplift loads. Other framing will remain unchanged due to this revision. Please feel free to call if you should have any questions regarding this report or if we can provide you with any additional assistance. Sincerely, Si Oliver W. Rice, PE., Principal EVOLVE Structural Design (720) 626-9201 F z Y EXTEND (2) #5 BARS TOP & BOT. AROUND CORNER. EXTEND 24" PAST END OF FOOTING BELOW CONT. L4x4xY4 (GALV.) 2 SIDES, W/Y" x 4" GALV. EPDXY ANCHORS @ 24"o.c. MAX. (HILTI HIT HY 150 OREQUIV.) v • ,- d #4x NI DWLS--• 6" @24"oc.MAX. — — — _ —, (SEE PLAN) \ B.O.WALL a e FOOTING VOID - ° 4 a, e - ° ' °o INFILL W/ ROAD • • • • BASE OR GRAVEL RIM 111 11 111 �J" / 1111 / III PAD FTG 2' -0"x2' -6"x12" I— // II 1 / THICK,. W/ (4) #5 EA. WAY AT BOTTOM. /1J WAA BO BEDROCK OUT -CROPPING SECTION TO REMAIN. PAD FTG 2'-0" x 2'-0" x 12" THICK, REINF. W/ (4) #5 EA. WAY AT BOTTOM. 4< 9 o a__ a 0 2'-0" NEW DETAIL AT N.E. CORNER \\§2.9i 2"9i SCALE: 3/4" =1'A" (9-26-11) STRUCTURAL 65N 4th ST, SUITE CARBONDALE, CO 81623 (970) 618.7708/ (970) 963-0265 FAX DESIGN PO Box 260847 LAKEWOOD, C080226 (720) 626-9201 SCHAEFFER ADDITION LOT 16, HOMESTEAD ESTATES GARFIELD COUNTY, COLORADO DRAWN BY: OWR CHECKED BY: OWR DATE: 9/26/11 PROJECT #: 11-016C SD3 CD 0) n=n < o > 7" Ec G) >0 wo m o o 3 < N N r or x CT N co m r J d31S ONI100d 4" >n < (5 o a"Ti 700 CornN O T O N m m m m r 0mHm r 2 z D z 1 0 O O O m mac oP v m Z r V 0 on `2 -N10» z Z xn 0 • 0 Re • • • - L 2'-O" 1 2,-N" a A \\ O• 0 • • L4x4xY4 CONT N 70 W EAST WALL 5'-0' MAX. TRUCTURAI. DESIGN 65 N 4th ST, SUITE 5 PO Box 260847 CARBONDALE, C081623 LAKEWOOD, C0 80226 (970) 618-77081(970) 963-0265 FAX (720)626-9201 SCHAEFFER ADDITION LOT 16, HOMESTEAD ESTATES GARFIELD COUNTY, COLORADO DRAWN BY: OWR CHECKED BY: OWR DATE: 9/26/11 PROJECT #: 11-016C SD4 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE PermitNO. BLRE-9-11-2177 Permit Type: Residential Building Work Classification: Addition Issue Date: 9/12/2011 Expires: 03/10/2012 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured 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 department and IMMEDIATELY BECOME NULL AND VOID. Residential Building Parcel #:218726100016 Owner's Name: Anthony & Kathy Schaeffer Job Address: 4338 HOMESTEAD RD CARBONDALE, CO 81623- Contractor(s) Phone Primary Contractor Rubin Construction (970)618-2057 Yes Owner's Phone: 630-660-2018 Total Square Feet: 288 Work Description: 288 SF bedroom addition on crawl space. Code Inspection r IVR v Comments Pass• Date Footers 105 ��v/v� :z7-// Foundation Walls 110 115 •tel/ rr f-- 30 -// r/'7 -/// Framing Zi Z/ Drywall 120// /i r/?.! -z / 2 Final 125 Misc 135 160 �� / ,��'G l�, Insulation Grout 175 Mechanical 405 UG Plumbing 605 _ Rough Plumbing 610 -/A2 / I / f / L/ -/ Gas 620 p /- ex/a /l c q�'/�r�U � ilL. k o /,$7 • ft J r c 4,o f a 2,0, ADDITIONAL INSPECTIONS MAY BE REQUIRED POST T' SES IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 Account Page 1 of 1 Account: R050033 Location Parcel Number 2187-261-00-016 Situs Address 004338 HOMESTEAD RD City Carbondale ZipCode 81623 Tax Area 005 - 1G -M - 005 Legal Summary Section: 26 Township: 6 Range: 88 Subdivision: HOMESTEAD EST. Lot: 16 NWNE Transfers Sale Price $1,050,000 $210,000 Tax History Tax Year * Estimated Taxes *2011 $3,802.64 2010 $5,959.84 Owner Information Owner Name SCHAEFFER, ANTHONY J & KATHLEEN JANE Owner Address 650 DALEWOOD LANE HINSDALE, IL 60521 Sale Date Doc Type 02/03/2006 WD 03/25/2004 WD 03/04/1991 SWD 01/18/1988 OCD Images • Map • Photo • Sketch • GIS Assessment History Actual (2011) $960,400 Primary Taxable $76,450 Tax Area: 005 Mill Levy: 49.7400 Type Actual Assessed Acres SQFT Units Improvement $780,400 $62,120 0.000 0.000 1.000 Land $180,000 $14,330 40.120 0.000 0.000 Focusing On: 004338 HOMESTEAD RD CARBONDALE 81623 Book Page B: 1770 P: 757 B. 1575 P: 197 B: 0800 P: 0422 B: 0727 P: 0972 https://act.garfield-county.com/assessor/taxweb/account.] sp?accountNum=R050033 9/1/2011