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HomeMy WebLinkAboutApplicationGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601· Phone: (970)945-8212 Fax: (970)384-3470 Issue Date: 1/6/2012 Expires: 06106/2013 Project Address 910 RIVER BEND WAY GLENWOOD SPRINGS, CO 81601-Owner Information Ari & Bonnie Chopra Parcel No. Subdivision Section 239512228245 IRON BRIDGE PUD, PHASE II, FII Address 910 River Bend WAY Glenwood Springs CO 81601-910 River Bend WAY Glenwood Springs CO 81601-Phone (917)583-8567 Township Range Cell (970)384-2468 Contractor{sl Phone Primary Contractor Required Inspections: Proposed Construction J Details Foundation repair FEES DUE Fee Plan Check Fee Residential Building Fee Total: Friday, January 6, 2012 Amount $136.01 $209.25 $345.26 Valuation: Total Sq Feet: FEES PAID $ 11,100.00 2665 InvTotal Paytype Amt Paid Amt Due Inv # BLRE·1·12·21604 $ 345.26 Credit Card Credit Card $100.00 $245.26 $ 0.00 Fo. '",p,,"ons c.'" 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 CIczrfield Courz 108 gh Street, Suite 401, GlenlVood Springs, CO 81601 Ph: 970-945-8212 Fx:970-384-3440 inspection Line:888-868-5306 www.garfield-county.com BUILDING PERIM IT AI'PLICA nON ,nlED J/\~ I 0 <1 '[' ) GARFicLlJ CUuNTY !:l lill nlhl r> R. 0 1 " ,. " "" I parel 3°~ ~J~'~021r:l 28a~a~ ~ S-{/SSeS.I'OI:f ~ffice 970-945-9131) I L~ ~S Block No: Subd.l Exemption: I f""olll.by;d."",e.. f'l.,.s~ -:II: hi,,,,,, 1 z.->3 2 Job Address: (i/on address has nol been assigned, please provide CR, HWY or Sireel Name & City) or and legal descri ption C\ 10 «'v'" gt.<A..t ~ (d. ,n.,\. ~v'~~ CO 8\ 0 \ 3 o\\'ner~~operIY owner) r -' Mailing Address: Ph : All Ph: vi ... \S."'IM~ i".",-.. qlo j2,." .... IS.....J... v.l,,",-\ q , ~ -%3-B5" 1-'i~o -3~ ,{ -L'H,t 4 Contractor : Mailing Address: ~ Ph: All Ph: F(,-"KJ~ .'" R.¥",,--Wc'>\t.." CO 11..1 Cl,.,;.~ Aue . ("._J. ::So '*'"" 0.'+0 -7_'11 -2-Q a.z. 5 ManUfact~f~ome Installer: Mailing Address: /Ph: Lic#: 6 Architect: I Mailing Address: Ph: All Ph: N A 7 EnginH~~ 'b ul" sc. .... t-Mail ing Address: Ph: All Ph: '.1' 3"Z 0 >lAw.", :; ... S<;lk l Gl. (""I" ':no-q~!'-3l2. 3 q'lo -3 ~' -8?IO 8 Sq. FL of Building: Sq. Ft. or Acres of Lot: Heigh!: No. o f Floors: 2 (' "S-,S" ... ~ Z. 9 Use ofBui lding:~ I Class of Work: es idential DCommercial OOlher DNew D Alteration OAddilion ~pair OOemo OMove 10 Describe Work: ~\ ~ k .... \ i c.. \).~S .\-6 -..".;...-".e-1tI~~ ...... * of .fv~...): p ,,-*,o II Garagc:~ ~tt ac h e d I Septic: ODelached OISDS 0Community Type ofHcat: ~ at. Gas DPropane DElectric OOlhcr 12 Driveway Pennit: ~,STf(j( T;Xt~ Owners valuation of Work: 5 , ' , 1 11 100 NOTICE Authority, This application for II Building Penni! must be signed by the Owner of the propeny, described above, or an authorized agent. If the signature below is not that or tile Owner, II separa te leuer ofauthori ly, signed by the Owner, must be pro vided with this Application. Legal Access. A Building Penni! cannot be issued without proof orJegal and adequate access to the property for purposes of inspections by the Building Department. Other Permits, Multiple separate pennits may be required: ( I) State Electrical Pem}it, (2) COIUlty ISDS Pennit, (3) another pennit required for use on the property identified above, c.g. State or County I Iigilwayl Road Access or a State Wastewater Discharge Pcnnit. Void Permit A Building Pennit becomes null and void if the work authorized is not conunenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERT IFICATION I hereby certify that I have read this Application and that the infonnation contained above is true and correct. [understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on Illy behalf(subrn ittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Pennit will be issued granting penni ssion to me, as Owner, to constnlct the structure(s) and facili ties detailed on the submittals reviewed by the Building Department. [n consideration of the issuance of the Building Pennit, I agree that I and my agents will comply with provisions of any fede ral, state or local law regulating the work and the Garfi eld County Building Code, [SDS regulations and applicable land use regulations (County Regulation(s». 1 acknowledge that the Building Pennit may be suspended or revoked, upon nol ice frolll the County, if the location, construclion or use of the structure(s) and facil ity(ies), desc ri bed above, are not in compliance with COlUlIy Regulation(s) or any other applicable law. I hereby grant pennission to the Building Department to enter the property, descri bed above, to inspccl the work. I further acknowledge that the issuance of the Building Pemlit docs not prevent the Building Offi cial frolll: (1) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping constmction or lise of the stmcture(s) or faci lity(ies) if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspect ions of the work by the Building Department do not consti tute an acceptance of responsibility or liabi lity by the County of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limita tion my architect designer, engineer and! or builder. 1 HEREn WLEDGE THAT 1 HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE, ~ (2,,,,_ \-s-2,0 12-OWNERS SIGNA Tl},RE DATE Planf [.C-'i ·l'o,; U150 ·.$100 ·-STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit "~ ee : Manu home Fee: Misc Fees: /I /00_ g:D.. I 0 .0/2-0 J. -Z.> Total Fees: Fees Paid: Balance Due: BP No & Issue Dale: ISDS No & lss "cd Datc: DO, Z «5: 2--6 BU?£-:X33,) MM. OCC Gro"p: Const Type: .£/ZG j:/zC Setbacks: Zoning: put APPROVAL OAT AI'PROVAL DA E Building Plan Review Description of Work: Foundation repair 8In#: Location Address: 910 RIVER BEND WAY GLENWOOD SPRINGS, CO 81601 Case Manager: David Bartholomew Plan Case Number: BLDG-I-12-7107 Parcel: 239512228245 Application Date: 0110412012 Building ___/_ __, Engineered Foundatio.1l __M-lY-_f_f _ DriVeWay Permit __ t-__ Surveyed Site Plan ~~",",,~_.Septic Permit anI! Setbackll _____ G.radefTopography 30% __ .L/._ __ Attach Residential Plan Review List /' _____ Minimum Application Questionnare /' _____ Subdivision Plat Notes __IV, .I/-..A:.,--_Fire Department Review /_____ Valuation Determination/Feell /------IRed Line Plans/Stamps/Sticker /____ ~Altach Conditions /_____ Application Signed /____ --'Plan Reviewer To Sign Application /_____ Parcel/Schedule No. __!--0!1._-A_--.:40# Snowload Leiter -Manu. Homes _--'/__ ~SOiIS Report Thursday, January 5, 2012 Contacts Owner: Ari & Bonnie Chopra Applicant: Ari & Bonnie Chopra Applicant Phone: (917)583-8567 Email: Planning/Zoning /Property Line Setbacks /30ft Stream Setbacks /Flood Plain /Building !leight /Zoning Sign-off N/t1 Road Impact Fees ,vjA , HOAlDRC Approval /GradefTopography 40% 7 J Planning Issues Subdivision Plat General Comments: 1/4/u.bfd7t ;/~/tJO,-C ~ YIAPI?f/#~ ,.@vleUJjee. /36 .0//P/$/!ee z~9. z5" ?'15. Z6 -/00 .00 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. • ArchitectJEngineer'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 It wide x 20 feet long. • A Colorado State Licensed Electrician and Plumber must perform installation and hook-ups, 11n1F!~!=:; thp. hnmF!ownp.r i~ nF!rfnrminn thF! wf'lrk 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. o Property address/legal description. o North Arrow and Scale on each page. o Show all property lines, building envelopes, flood plain, and easements. o Provide setback distances from boundaries, buildings, septic, well, and waterways. o Location and direction of the county or private road and driveway accessing the property. o Proposed and existing structures include sheds, barns, decks, patios, and any other buildings. o Existing and proposed grade, positive drainage around structure (to be contained on site). o Streams, rivers, creeks, springs, ponds and ditches. o Existing and proposed wells, septic tanks, leach fields, and other systems. (if applicable) o 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. o 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. o Floor plans for each level including dimensions and scale noted. o Clearly label each room or space (bedroom, bath, kitchen, closet, etc). o Show the location of the mechanical equipment. o Building cross sections with construction details. o Window sizes, types, and operation noted on the floor plans or elevations. o Specify roof slope/pitch, roof covering, and siding materials. o Stair and guard details specifying rise, run, height and spacing. o Attic, roof, and crawlspace ventilation details. Indicate size and location of ventilation openings. o Minimum insulation shown for walls, floors, roofs/ceilings, slabs, basements and crawlspaces. o 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. o Design specifications to include roof and deck snow load, wind and seismic design, frost depth. o Foundation plan showing complete footing and foundation dimensions. o Footing and foundation details specifying reinforcement and referenced on plans. o 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. o 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. ~. ~ \+lo',-Garfield County Building & Planning 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: 970-945-8212 Fax: 970-384-3470 www.garfield-county.com Account Account: R043438 Parcel Number 2395-122-28-245 Situs Address 0009 10 RIVER BEND WAY City Glenwood Springs ZipCod.81601 Tax Area 090 -1 R-DFRR -090 Legal Summary Seclion : 12 Township: 7 Range: 89 Subdivision: lRONBRIDGE PUD, PHASE II, FILING 1, 2 & 3 Lot: 245 Transfers Sale Price $3 13 800 $53 000 lax Histon Tax Year Taxes 20 11 $2,683.56 2010 $3,735.52 Owner Information Owner Name CHOPRA, ARt & BONNIE Owner Address 910 RIVER BEND WAY GLENWOOD SPRINGS, CO 81601 Sale Date Doc Type 05/06/2008 POA 05/06/2008 002 0512412007 WD 05124/2007 SWD Images • MJm • Photo • Skilih • GIS Page I of I Assessment History Actual (20 II ) $453,900 Primary Taxable $36, 130 Tax Area: 090 Mill Levy : 74.2750 Type Actual Assessed Acres SQFT Units Improvement $328,900 $26, 180 0.000 0.000 1.000 Land $125,000 $9,9500.000105 17.000 0.000 Book Page B: 1934 p. 0905 B· 1934 P: 0904 Focusing On: 000910 RIVER BEND WAY GLENWOOD SPRINGS 81601 Co Rd 11 @"''1>. " <l 0", g Q ~ ~, @"''''"'''''''-C <;t p, ~ i @""!I~y.~'d©2011 Googlehttps:l/act.garfield-county . coml assessor/taxwe bl accoun t.j Sp ?accountN um= R04 34 38 114/2012 FebrualY 6, 2012 Re: Chopra Residence 0910 Riverbend Way Glenwood Springs CO Dear Mr. Bartholemew: Brutsaert Enllineering 320 M.in St., Suite 203 Corbon!! . le, CO 81623 I'hone (970) 379 8310 Fax (970) 963-9395 6 , GARFII:LLl COllN rY BUILDING & PLANNING Please accept this letter as a rep0l1 of my review of drilling logs at the Chopra res idence in Glenwood Springs. The pier logs were generated by Foundation Repair of Grand Junction, Colorado. Structural plans by myself dated 12-20-11 show eight proposed push piers to raise the affected portion of the structure. Piers 7 and 8 were not installed at the owners discretion. I reviewed pressure and denection logs dated from 1-11-12 to 1-17-12. The final pressures indicated in the logs are consistent with expected loading at piers in structural plans. Denections shown in logs are a lso cons istent with repair expectations. Improvement in crawl space damage from the porch setllement was observed after lifting was completed. No additional damage to the st ructure from lifting procedures was observed. The in sta lled piers shou ld prevent any future sett lement at the front porch of this residence. Si ncerely, Hein Brutsaert P.E. Permit Car ... Garfield County Building and Planning Department 108 81h Sireel, Suile 401 Glenwood Springs, CO 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE . .. --.. -. -~. .. ----------------_ .. _ .. Permit NO. BLRE·'1 .. 12 .. 2331 Permit Type: Residential Building Work Classification: New Issue Date: 1/6/2012 Expires: 06106/2013 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 #:239512228245 Owner's Name: Ari & Bonnie Chopra Job Address: 910 RIVER BEND WAY GLENWOOD SPRINGS, CO 81601-Contractor{s} Phone Inspection Scheduling Code InsDection IVR Footers 105 Foundation Walls 110 Framing 115 Drywall 120 Owner's Phone: (917)583-8567 Total Square Feet: 2665 Primary Contractor Work Description: Foundation repair Comments Pass Date Final 125 Jt'N& dd'A~r tf/£C.tC/vICP aU) 2~/C.-1 Mise 135 /Insulation 160 Grout 175 Mechanical 405 UG Plumbing 605 Rough Plumbing 610 Gas 620 c ,o. p~c725/C5 /NSp;i;-LLIZ? ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Insp",ctions Call : 1-888-868-5306 [- STRUCTURAL GENERAL NOTES & SPECIFICATIONS CHOPRA RESIDENCE DESIGN DATA: A. DESIGN LIVE LOADS 1. BasIc Roof Snow 2. Residential Floors 3. Decks S. DESIGN CODES 40 PSF 40 PSF 40 PSF Internationa l Residential Code, (IR C), 2003 4. Garage 40 P$F s. Wind 90 mph, Exposure B 6. Seismic Zone C with the Intemational BUilding Code. (lSC ). 2003 for Specicliinspection Amencan Concrete Insbtute Building Code (ACI318-99) American Instltute of S reel Cons truction. Manual of S teet Construction (AIS C 9th Edition) American Institute of Timber Construction, Tim be r Construction Manual (AITe Sth Edition) National Design Sp eCifica tions for Wood ConslTUction (N OS 2001) GENERAL: 1. Any changes to the contract drawings shall be submitted to the structural engineer for approval. 2. All dimensions and details on structural drawings shall be verified against the architectu ra l drawings aoo any discrepancies shall be brought to the attention of the architect prior to fabrication or construction. Details on the structu lal drawings are typical. DO NOT SCALE DRAWINGS. 3 . All openings through the structural system shall be approved by the Engineer. 4 . Contractor shall provide all necessary temporary bracing, shoring. guying or other means to prevent EXcessive stresses and to hold the structural elements in place during construction. 5. The contract structural drawings and specifications represent the fin ished structure. They do not indicde the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measures shall indude. but are not limited to bracing. shoring for loads due to construction equipment and protecliol of e)(isting structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor Nil! the structura l engineer be responsible for the contractor's means, methods. techniques, sequences for procedure of corstruction, or the safety precautions and programs incident there to. 6. Options are for the con ... enience of the contractor. He shall be responsible for all changes necessary ifhe chooses an option and shall coordinate all details. The cost of additional engineering work necessita ted by selection of an oftion shall be borne by the contractor. 7. Any engineering design provided by others and submitted for review shall bear the seal and signature .f an engineer registered in Colorado. 8. Dimensions on the structura l dra'Nings are eJ;acl with the exception of masonry and sawn lumberdimelsions which are nominal. Verify all dimensions with the archi1ectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify he engineer and the engineer shall provide sufficient details for the work to proceed. 10. Construction materials shall be spread out if placed on framed construction. Load shall not exceed tte design live load per square foot. 11 . Pier design based on soils investigation by Hepworth-Pawlak Geotechncial, Inc. Job No. 107 0846. dited July 19. 2007 HYDRAULICALLY DRIVEN REPAIR PIERS: 1. Piers shall be installed by a qualified contractor conforming to accepted methods of placement and aUichment. The contractor shall be solely responsible for the design of the piers. Corrosion protection of the pier system to be proviced by the contractor and approved by the engineer. 2. Placement of the piers shall be according to the engineers plan. Any discrepancies greater than 6" shill be brought to the attention of the engineer. lifting of the structure shall not take place until all piers have been placed. 3. All piers shall be load tested to 1.5 times the design capacity of the pier. The contractor shall provide ~s of each pier including depth, load at refusal and location. 4. Piers sha ll be installed to a depth of suitable bearing strata as specified in the soils report . 5. Single pipe piers and brackets shall be designed to support a total working load of 25,000 Ibs. Double ple piers shall be deSigned to support a total working load of 50,000 Ibs. Material stresses and connection forces shall not eceed those in the applicable Steel Construction Manual. C.J1f!He#" >k~///,/l'DV/dt> /I 5M/·d AP'/,PtM'i ;Rryp/..,. ;;r-/'/t!'r //t"fl-!-/) ~m. /,,-vu/e /I' Cu;t'7 ttl' ,1;pI£rt/)f( "\ wT A-r t{-fY/Jtld C;;V~ h;;,r/~//e/J-n7 /)f1/~C!1fl1 _ -~r;;~;;;;;;;;;;~~~~~~~~~~~~~::::::::::::::::::::::::::::::~ll [+1/8 ~ I i +1 18 ro.o 0.0 1 ~ 0.0 1 INIA I 0.0 #32. 5a ,Up; ,41/#m~~ for CO Ab17rffl ,e~u'//~_~ /11 C'XISI'/Ji s-/Juc-julo('l. IN/A [ -3/8 I-NZI/A8l I-N6//A8] 1 1 1 1 1 1 1 1 1 1 [-1/8! 11~~L~~~~~::::::::::~ NI A ~ ---I 1-3/aD I NIA 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I II I Vc~~ tt!e/;ft ?~/~C'r5 II I11 /11 c/,f1I1Are #47 oc.curl'fd 'fIV_ i I ~#t'c/;tm.5. f2¥4"/It ~ ",."d [~::I 1-5/81 [-7/811" 1/145/uhMS I'1'My b e.. £4 pl. -3/8 1-718 I '-_ ______________ -.N/A -4/8! 1-1/81 NI A 1 ..... ------, ·i r~~~~~~~~========~~li~~ ,Jf 10.0 1 1 1 1 1 1 1-19/81 ! s.~ 12.0 -, 1 1 r ..., r ------Jj--------'~-'k I li NiA NlAli I I IL r-1 1 1 1 1 1 1 1 1 1 1.'-------1 I i ~ 1-13°:t 1-7/81i 1 1 ~ I~IL ~'jI-=======·~...;~=~...i::J1 ! II 100 9.&-1--;y---~ i I: 9.0 9.0 1 1 1 1 f--'-1--========::j~f,.----r-----~-r_l-~I-I-;Z::O=/:8:3 ::;--1------r-------->k s. 1 Z.4 L s.o 1 Z.4 12.0 NOTES NOTATION LEGEND MEASURED AT TOP OF CONCRETE IN THE CRAWLSPACE MEASURED AT TOP OF APPLIED F.F. ON THE MAIN LEVEL -STRUCTURAL LIVE AND DEAD LOADS (KIPS) -ADDITIONAL ESTIMATED SOIL LOAD HYDRAULICALLY DRIVEN REPAIR PIER 1. Framing loads are based on observeable and assumed framing conditions. SOil loads are based on a wedge shape 1 vert. to 1 horz. from footing edge and a soil density of 110 pcf. 2. Piers 1-6 shall be installed and measurements taken to assess changes in elevation. 3. Piers 7 and 8 are recommended to rotate and lift the south foundation wall. Piers 7 and 8 can be instal led after asseSSing piers 1-6 or omitted at the owners discretion. 6'-73/8" V.LF. Z8'-8 l iZ" V.I.F. 13'-3 l i Z" 15'-4 liZ" ~----------~~----~---------(#2,8, 13 Foundation Plan 1/4" = 1 '-0" 46'-5" 17'-9" /11 '-11 /8" V.LF. 4. Engineer shall be contacted post construction to conduct a survey of elevation changes and to provide further recommendations. It is recommended that the owner continue to monitor settlement post construction. S, Drainage to be provided by owner to comply with soils report recommendations. 6, Any voids below existing footings after lifted has occured shall be filled with grout or a suitable foam filler. APPROVED SUBJECT TO NOTED e,-,p/HI!,!'r 54~//,r4yily /?/er /1'I1!/f/!/rht01 -. $r4»1l'd EXCEPTIONS &: INSPECfIONS GARFIELD COUNTY BUIL~EP~ Date /,::S/'/BY. LDCO ?tz-Vld-e ~pvAI IZrdr .1-/t{47)'~/'/C~;,Jy 4Ajk~kA-/nV-Rc-!?m . )10 INSPECTION WITHOUT THESE PLANS ON SITE pogo of -M M N , en N , ~ ..,.. C,!.):. IX ~ -' a:I "=O'"l LI':l a:I ~ <-N III ., -'c .iO ..5! c: a:: M c CI N !XI en -t.t:I "Z! "=" 'E: 'iii N c, ... "'" Ea.. -= '" III co = ~=-:=! c""'"' -=<-...c: = = Uj!~ o -I -I (9 Z 0::: UJ UJ Z (9 Z UJ ~ UJ 4: C/) I:::::> 0::: co ,-C co rog-lU' a.. 0::: $ C c-o 0 ..o.... c(1) ~ro~ cC O'-'"0 :::J (1) C ~ > :::J 0::: O~o LL c....-00'> ..c U REVISIONS JOB NUMBER 1175-15 DATE 12-20-11 DRAWN BY HLB CHECKED BY SHEET NUMBER o u (fJ 0> C c'-.. CJ) -0 o o :s: c (1) (9 51