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HomeMy WebLinkAboutApproved Plans_31.pdf-·-FOX RESIDENCE AT 5040 PRIMA COURT, VAIL, EAGLE COUNTY, COLORADO 81657 DESIGN CRIJER!k Roof Snow Load ---------------------------(Elev. 8555) 100 psf Roof Live Load -----------------------------------20 psf Roof Dead load -----------------------------------20 psf Floor Uve Load -----------------------------------45 psf floor Dead Load -----------------------------------20 psf Deck Live Load ------------------------------------60 psf Deck Dead Load -----------------------------------25 psf Seismic Zone -------------------------------------8 Exposure ----------------------------------------C Wind (3 Second Gust) --------------------------------90 mph IBC/IRC Edition ------------------------------------2015 CONNECTION SCHEDULE LOCATION/ USAGE @ SIMPSON ABU66RZ 6)(6 RS STAND-OFF POST BASE @ SIMPSON EPC6Z 6X6 POST CAP (ENO) 6x6 RS © SIMPSON PC6Z 6X6 POST CAP (MID-SPAN) 6x6 RS © SIMPSON HlZ OR EQUIV. 2X12 JOIST /BEAM HOLD DOWN © SIMPSON LUS210Z 2x12 JOIST/LEDGER HANGER ® SIMPSON LUSC210Z 2x12 JOIST/LEDGER HANGER (CONCEALED) 2 .. 12 LEDGER FASTENED TO RIM "1TH (5): LEDGER LOCK TYPE SCREWS 0 12N 0.C. Office Co 11 I 11 ~~~~~ , .. '..J.~<;~\"A·~. ~f. ~ l~ A if!'>"':·. ,,, ,/ . :-1' /I' ,.,. ..,.... . iz~~ 1 fi; \ { \QI~dt NOTE: NOT ALL OF THESE CONNECTORS MAY OR MAY NOT BE USED. AND OMISSIONS MAY OCCUR AND SUBSTITUTIONS MAY BE NEC. !TUlrnnmrnmmnnnnmrn: 1111J DECK NOTES: RAILINGS ARE TO BE 2x4 CONSTRUCTION W/ LAPP SIDING TO MATCH EXISTING. ALL RAILING SHALL CONFORM TO 2015 IRC R312.1. ALL RAILINGS &: GUARDS PER 2015 IRC TABLE R30t.5 GUARD AND HANDRAIL FOOTNOTES D. GUARD IN-FILL COMPONENTS FOOTNOTE F. SUITABLE DIAGONAL BRACING FOR 6x6 COL BY CONTRACTOR, I.e. 2x4 LAPPED ACROSS POSTS; 4x4 (OR 6x6) BUTTED TO BEAM &: POST AT AN ANGLE; ETC. FOUNDATION PIERS: (8): BF24 w/ tD" DIA. PIER WITH 3: #4 REBAR VERTICALS• AND 1: #4 REBAR HOOP 6"± DOWN FROM TOP. BIG FOOT VERTICALS 3-(14 REBAR BENT THUS: (TO APPROXIMATE SLOPE JN BJG FOOT BASE) AU REBAR TO BE ASTM GRADE 40 ,, ! -l l, \ SOI.JD BLOCKING MID-SPAN I I I I I 2x12 0 12N o,c, 9'-0-9'-11" DECK FRAMING (rrv SCALE: 1/4" = l'-0" GENERA! REQUIREMENTS1 o.. Structuro.l erection o.nol bro.cing1 The structural olro.wlngs lllustro. te the Col"lpleted structure with o.11 elel"lents In their final positions, properly supported o.nol braced. The contractor, In the proper sequence, sho.ll provide shoring o.nol bracing o.s l"ID.y be required during construction to o.chleve the final COMpleted structure. Contact structural engineer for consulto.tlon <not In contra.ct> o.s required. b. Shop dro.wlngs1 Subl"llt shop o.nd erection drawings for structuro.l steel, l'llscello.neous steel, steel joists o.nd girders, steel deck, Masonry reinforcing steel, wood trusses, Mo.nufo.ctured wood joists o.nd glue-loM beo.Ms to engineer for review prior to f'o.brlco.tlon. This review ls for general coMpllo.nce with the Intent of the structural design. The architect o.nol/or contro.ctor o.re responsible for checking quantities, dlMenslons o.nd coordJno. tlon with other tro.des. c. Existing structures• Contractor shall be responsible for verifying dlMenslons, elevations, fro.Ming, foundation o.nd anything else that l"IO.Y affect the work shown on the drawings. Underpinning, shoring o.nd bracing of existing structures sho..ll be the responsibility of the contractor. d. Dll"lenslons1 Check o.ll dh"lenslons ago.Inst o.rchltecturo.l drawings prior to construction. Do not scale drawings. e. Construction practices• General contractor Is responsible for Means, Methods, techniques, sequences o.nd procedures for construction of this project. Notify structuro.l engineer of oMlsslons or conflicts between the working drawings o.nd existing conditions. Coordlno.te requlreMents for Mecho.nlco.l/electrlco.l/pluMblng penetrations through structuro..l eleMents wlth structural engineer. Jobslte safety Is the sole responslbRlty of the contractor. All l"lethods used for construction shall be In o.ccordo.nce with the lo.test editions of the IBC/IRC. ~rJJ~~ , ~·~nu . Details not speclflco.lly shown on the drawings sho.11 be constructed In o. l"lo.nner slMllo.r to the details tho.t o.re shown for like conditions. These lteMs shall be brought to the attention of the structural engineer o.s soon o.s possible for o.pprovo.l. Approval sho.tl be obto.Jneol prior to lnstollo.tlon. 9"-0-h. 0NORTH It Is the responsibility of the contractor to contact the structural engineer o.t the o.pproprlote tine to perforl"I site observations visits. Observation visits to the jobslte by the engineer o.re for deterl"llno.tlon of general conforl"lo.nce with the construction doCUl'lents o.nd shall not be construed o.s Inspection. Though every effort Is l"IO.de to provide o. col"lplete o.nd clear set of construction doCUl'lents, discrepancies or Ol"llsstons no.y occur. Releo.se of these drawings o.ntldpo.tes: cooperation o.nd continued COl"ll"lunlco.tlon between the contractor, architect o.nd engineer to provide the best possible structure. These drawings ho.ve been prepared for the use of o. qualified contractor experienced In the construction techniques o.nd systel"ls depicted. cwr· of Vail EWED FOR CODE .:,c:/1?L1Ar ·c 0<.Ata. __ _ S -1~-JS r ' {r. de: //r..C J.0/~ c.) Q) .s ()) .s c ,,., If) ... ·c I.{) o bDQ) roU)u .s QJ ~ I § ~ .s: ro ~ ,; v CJl m f§1! .:: c 0 ·-•.-4 Q) ((} 0 ,...-.... ~ ~-~~i21 ~ ~ No e .S :J x _J " bD ..., 0 ° Q) >:: L> CD U W ·~ :J -z ·-~.;; ci =' 00 ... Ul 0.: ;;: iE ~ ~ .,....., ~ l'-lfl l() <r: ~ ::r: .,....., 0... OJ ~ _ _..... O~o ~ o~z o ~ :::i :::i ~ ~Or:JJ.o ~ u _u ~o <r: Q ~ <r: C\1 -~ ~:::g~~ ~ -~ z u g: ~ :::i ~o<r:S Q -.:t<O... 0 -~ x l() C\1 ~ 0 <r: ~ ~ ~~ ISSUED .,....., <r: ~ 0 ~ ~ -<r: > PERMIT: 5/14/18 SHEET Sl FE.AV LWO :-,;JR'.'f'Y'H~t;. lt<C. 970-0S-860 r.u '10-471-1116 1000 UON"S l'llOCC LOOf' v..._ CO 1116S7 ~~"'<' .q. ~ 0-0 G PARCEL 3 SUNDIAL PHASE 1 "'s"< FOUND 15 REBAR 'MTH 1-1/2" ALUMINUM CAP STAMPED PLS 16827 --~"' _--:=:-:: --_!:i~?.5~~-~~------.,., --)~ --_ .s?35-~ 0.36 ACRES UNPLATTED ~ --fl.~E ~~TEH ---~==-___ -_-_-_-.:.; ,-"'s .b ~ "-' "' "' "' "1 \\ ' ~ FOUND 14 REBAR SITE BENCHMARK ELEVATION .. 6540. 76 POSTED ADDRESS: 5040 PRIMA COURT as.J, 'Nso·40'4s",w N50'40' 45"W -/'" / "-s39·19·1 s::W -9.6o' / " / I "-"-PARCEL 2 ' I " SUNDIAL~HASE ', I LOT A-2 ) / LOT B TWO STORY WOOD FRAME HOUSE FF•8535.2 '"<: SUNDIAL PHASE 1 / r/ " " SUNDIAL PHASE " " I I / I / I " / / "'-! / A_ '~ / " " / " / " / "-I " " / "< ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "'s, -~ s:39·19•15"W -'1}36.30' ~..s ~ 'is \ \ \ \ \ I BIGHORN SUBDIVISION 5TH ADDITION GENERAL NOTES· I. DATE Of TOPOGRAPHIC flELO WORK: .IJLY 24, 2017 2. ADDRESS IS 5040 PRIMA COURT (POSTED) J PROJECT BENCHMARK: NORTHEAST PROPERTY CORNER ELEVA TION•6540 76 ON TOP Of" 14 REBAR AS SHO'llN HEREON. 4. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES ANO ARE INDICATED !N PARENTHESIS (XX.X') 5. PEAK LAND CONSUL TAN TS, INC. 010 NOT PERfORM A TITLE SEARCH Of THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-Of-WAY Of RECORD A TITlE COMMITMENT WAS NOT PR01,1QEO. 6. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENC( ANY LEGAL ACTION BASCO UPON ANY OffECT JN THIS SURVEY 'MTHIN THREE YEARS AfTER YOU FlRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEfECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE Of" CERTIFICATION SHOWN HEREON. LEGEND ELECTRIC METER EVERGREEN TREE DECIDUOUS TREE SURVEYOR'S CERTIFICATE DATE: _____ _ TOPOGRAPHIC MAP 10' 0 10' 20' ,.......,......_ I LOT A-1, SUNDIAL PHASE 1, PARCEL 2. EAGLE COUNTY, STATE OF COLORADO ~A~ flil 1·-10' DRAWN' .KlM REVIEWED' BB DATE' 7/29/17 PLC JOB#' 2121 SHEET 1 OF 1 Glen Morgan To: kcbhoppe@comcast.net Subject: Building Permit Application B 18-0180, 5040 Prima Ct Hello, Please be advised that I am unable to start the review of this project for the following reason; 1. The plans are marked "preliminary not for construction" 2. The plans have not been stamped or signed by the Engineer. Please re submit new plans that address the above issues. Thanks, Glen Morgan Senior Plans Examiner gmorgan@vailgov.com 970 479 2143 (office) 1 Kc_ B Coe')54-v'\£c+-< D""-:J:t,lc_ Po B o '( /37/ AvDv\ LD&\6d.Q TO: ~~~~CONTRACTORS UNVOICE 3D~-S'f8·-S~77 WORK PERFORMED AT: r ,.::::-0 46 Pr1~ L..d- fj;?._s +-ll'~L ~ DATE I YOUR WORK ORDER NO. OUR BID NO. All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of _______ _ _________________________________ Dollars($ _______ ). This is a D Partial 0 Full invoice due and payable by: __________ _ Month Day Year in accordance with our 0 Agreement D Proposal No. _____ Dated ____ _ Month Day Vear Slifer Management Company l • _______ Property Management & Leasing ______ _ April 5, 2018 Jeff & Sarah Fox 3814 E. 11 lth Street Tulsa, OK 74137 Jeff & Sarah, The Sundial Executive Board has approved your request to expand the deck at 5040 Prima Court upon proper application and approval by the Town of Vail. Please let me know if I can be of further assistance. Best Regards, Steve Simonett, Community Mgr. Slifer Management Company Phone: 926-7911 Fax: 926-7914 Simonett@slifermgmt.com P.O. Box 2264, Edwards, CO 81632 0105 Edwards Village Boulevard, Suite G-206, Edwards, CO 81632 Telephone: (970) 926-7911 Telefax: (970) 926-7914 • I Ill Ill 1111111111111111111111111111111111111111111111 Ship Ticket· QM;~ PM'1* <>•.•. QM;~ ~®1i,;g : ? . **CASH SALE* CASH SALE* CASH SALE** 02/21/18 so12764509. 001 184 DAHL OF A VON 910 NOTTINGHAM ROAD, SUITE S-11 PO BOX 916 ORDERED FROM: 184 DAHL OF AVON 910 NOTTINGHAM ROAD, SUITE S-1 PO BOX 916 3 AVON CO 81620-0916 A VON CO 81620-0916 97~0~~=92U.Ql Fax 970-845-9926 Printed on 03/05/18 at 10:34am MST SHIP TO: 217029 KCB CONSTRUCTION INC P 0 BOX 7371 KCB CONSTRUCTION INC P 0 BOX 7371 3730 S HWY 6 3730 S HWY 6 AVON, CO 81 620-7371 AVON, CO 81620-7371 303-548-5877 ** C A S H S A L E * C A S H S A L E ** 217029 House w~m9tl:t lea lea B/O K-98354-CP POL CHROME ELBOW W/ BRACKET KOHLER K-9514-CP 60 POL CHROME MASTERSHOWER METAL HANDSHOWER HOSE Filled By ----Checked By ___ _ ** C A S H S A L E c A S H S A L E * C A S H S A L E ** This shipping document is governed by, and incorporates by reference, Hajoca Corporation's Sales Order Terms and Conditions found at http://www.hajoca.com/sales-order-terms-and-conditions/ and the terms and conditions of our credit application. By your signature below and/or acceptance of the products described herein, you acknowledge having read and agree to be bound by such terms and conditions Customer Signature: Date: __ / __ / __ Return Rec'd On_/_/_ By AuthBy Appr'd __ _ Subtotal S&H CHGS Sales Tax Amount Due 1398.49 0.00 117.47 1515.96 ' .. 5/3/2018 IMG_7573.JPG (1224x1632) https://connect.xfinity.com/appsuite/api/mail/IMG_7573.JPG?action=attachment&folder=default0%2FINBOX&id=358970&attachment=2&user=2&context=1044049•