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Home My WebLink AboutB12-0278 Permit Application.pdfJ Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Contractor Information Lot #: __ Block #__ Subdivision: _ Business Name: GoLf R,sso~ ~ I) O)r;Y:Jlt.s.~UI:;::::. ======::::::::;:=================""=. =======i i Business Address: J 70 R13 d j:'iJ ~ D,e. IWork Class: New eX) Addition ( ) Alteration ( ) City c.~t.)Sy m State: (:0 Zip: JIb 3 2 lType of Building: I '7"\. '7lJ. ISingle-Family C~) Duplex ( ) Multi-Family ( ) Contact Name: UON .Le'o ~~Q N ICornmercr.a I ( ) Other ( ) . I 'i70 -:5 90 -),,:2-9/=··-::c-=,·:::-:::·::':'-C:··:~::'···;·=···-:::···::"-::-=·=_-=·;=-:::-::==:::'-·=- .=: .=...:.;..z ..:::...-rz:....zzzzzz:z: .._ ..zzzzzz: ..-::'4 Contact E-Mail: CO f/.Q)..; R ~...,cLlJ...(QyJc Q. (v"" I~ork Type: Interior .C'''f.) Exterio~?,".~._"Both~) _ .._.. J I hereby acknowledge that I have read this application, filled out f Valuation of I in full the information required, completed an accurate plot plan, Work Included Plans Included Work. and state that all the information asrequired is correct. I agree to IElectrical (~)Yes ( )No (v)Yes ( )No adOOQ J comply with-th81nformation and plot plan, to comply with all Town i or ~. I ordinances an? state laws, .a~~to build this s~ructur~according to !Mechanical N )Yes ( )No (V)Yes ( )No ~B. G'J'f I. the town's zornnq and subdivision codes, desiqn review ap-I . v-r r [i' proved, Intemational Building and Residential Codes and other IPlumbing ()<)Yes ( )No ()()Yes ( )No II.S"~-O . z:1ces f rtdhie~. p icable thereto. I .. ml') .., I J . \ .. !BUilding ()()Yes ( )No ()<')Yes ( )No~=~x=(.~.=b=_=-I ~h ~ •Value of all work being performed: $ ·"7gI,~os-. Owner/Owner's Representative Signature (Required) (value based on IBC Section 109.3 & IRC Section 108.3),. II Electrical Square Footage '1112L Applicant Information I Detailed Scope and Location of Work: -----r----.,---Applicant Name: --=E==-' ..:...r<!..!i-=L=--=s'-"(.<....:h ~/II-"-LL...!.f~-z~ 1 Va", 0 J,-1,'114 "tf: ~ 1, ifI' if ") Applicant Phone: _-'-9-=7-=D"-----='-"9'-"8o<.............,--=O::.-O=-.::~--=S-=--____ I~8~M~-~;~1~1L1,-..~.,~...~~~~~'~B~I-A-I~J--11--r-A- I i.W Applicant E-Mail: _=s-..•..-.•O••.I..•.~<...t/.-.f• .4-.O-.".--./~A=!:....:..wO.-...Q.--L..-...<-.!O...-L:~.-1-___ n ,S-.rt /!1s,J./r Jf; "'::: (t A-..jJ..~ c.J l:r..J. )';)L4A.lj i Jli1 ~CeiJ,'C-t'J.I}o.l.l.J . Project Street Address: S-OS, H.41'4 Coil;! DA..N (Number) (Street) (Suite #) Building/Complex Name: _ Contact Phone: Project Information ( I L Owner Name: gtZ.1~C ~'-h /II-or z.. Parcel #: ~ 0 q '1 l B:2 a1 () I 0' (For Parcel #, contact Eagle County Assessors Office at (970-328-8640 or visit www.eaglecounty.us/patie) Project #: _ DRB#: _ Building Permit #: _ I I ------------------------------------------: For Office Use Only: Fee Paid: _ Received From: _ Cash Check # _ CC: Visa /MC Last 4 CC # _ Auth# _ exp date: _ Date Received: 15·Mar-2012 Received By Lynne Campbell at 9:52 am, Jul 02, 2012 $3,476.56 PRJ12-0278 DRB120207 B12-0278 State of Colorado Asbestos Testing & Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from exposure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testinq required? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One-and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units, and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSmVE results at more than 1% require abatement by a State-certified abatement contractor. The air clearance letter or form must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project falls into the category checked below: D Will not disturb more than the threshold limits identified above. D Tested negative, or at 1% or below (1copies of test results included) ~ Tested positive at more than 1%, requires abatement (1 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of any age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." -CDPHE Asbestos test results should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: Fire Prevention Bureau Vail Fire Department 7S S Frontage Rd Fire_inspectors@vailgov.com 970-479-2252 www.vailgov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state.co.us www.cdphe.state.co.us Ot-Jan-It Hepworth-Pawlak Geotechnical,Inc. GLIISIteCh 5020 County Road 154 Glenwood Springs,Colorado 81601 Phone:970-945-7988 HEPWORTH-PAWLAK GEOTECHNICAL Fax:970-945-8454 ¢, email:hpgeo@hpgeotech.com August 22, 2012 °Pe" —Golf Resort Homes Attn: Don Dotson 4f P. O. Box4105 � (a Gypsum, Colorado 81637 cottonranch12 @yahoo.com Job No. 111 326B Subject: Observation of Excavation, Proposed Schultz Residence, Lot 10, Block 2, Bighorn Subdivision Fifth Addition, 5056 Main Gore Drive, Vail, Colorado Dear Don: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on August 17, 2012 to evaluate the soils exposed for foundation support. The fmdings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Golf Resort Homes, dated July 19, 2012. We previously conducted a subsoil study for design of foundations at the site and presented our fmdings in a report dated November 30, 2011, Job No. 111 326A. The proposed construction is generally similar to that discussed in our report. The residence will be a two story structure with the north and east side foundation walls retaining the cut into the southwesterly sloping terrain. Spread footings bearing on the natural granular soils designed for an allowable soil bearing pressure of 2,000 psf were recommended for foundation support. At the time of our site, the foundation excavation, which was essentially complete, had been cut in multiple levels from about 4 to 71/2 feet below the adjacent ground surface. The steps in grade between the excavation levels were from about 1 to 2%2 feet. The soils exposed in the bottom of the excavation consisted of medium dense, silty sand and gravel with cobbles. Free water was encountered in the excavation in the deeper cut area along the east side of the excavation. The water was about 2 inches deep in the bottom of the excavation in area of free water. The soils were moist to wet. The soil conditions exposed in the excavation are consistent with those previously encountered on the site and suitable for support of spread footings designed for the recommended allowable bearing pressure of 2,000 psf. The water seepage into the excavation should be collected and diverted away from the footing areas and any softened soils and mud removed before concrete placement. It should be feasible to remove the Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 Golf Resort Homes August 22, 2012 Page 2 water by digging a sump pit outside the footing area and pumping the water. A shallow depth of screened rock can be placed in sub-excavated areas to re-establish design footing bearing elevation and help allow construction of the footings in the dry. Other recommendations presented in our previous report which are applicable, including those relating to a perimeter foundation drain and drain gravel below the lower level floor slab, should also be observed. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and the previous subsurface exploration at the site. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to 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—PAWLAWO$A ;,NICAL, INC. • G/ I/i,, • • I i to o' 4 AIM • IF David A. Young, P.S3 32-216 ,� S•y t-2z-(Z �,�►• DAY/ksw i SS+7'•••• �� ilitZlONAL' 0 Job No. 111 326B Gecrtech