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HomeMy WebLinkAboutDRB130149 PLANSTHIRD SUPPLEMENTAL MAP TO VA IL GOLFCOURSEt TOWN HOME5 PHA5E I A PART OF LOT 1, SLOMROT FILINC- NO, 3 TOWN OF VAfL EAGLE COUNTY COLORADO SHEET 1 4 2 HDM6. b[>IIINL'9 c"Zo M Mczr9D CALL OF 611N5UFtW{ FIUihI& Na 3 F -RA,-L RAT. ELEVATIONS 043ED a4 TOWN CFr VAII (40 RD-W-) �NMfKY IWV t AM -d MO1. . pFtivE.-) SEED °�P1saj i3W9FiF�r 2N R9T 5UNC% r ' ..roc n.[w � •merit o * w ..a ► Drat aY W tnNPOVA l NOCRlAnam 14a �♦ V UM MY 14 rYx iA rlt9aT ndon N Af 41' �• �' rXEMEJ•rf fS -•lam _ Eft- Irl � ( J. s— � --- � e LraA.:e• ga 16 , ( + S - \ :e i1• Iz �(/• /tti el \ ww•en' \\ _ KCE99 j \m• pK#'\ // •Y�oT � \ \ \� \ \x\ laz:i' EASEMENTI 1' NaWora• w 51.:1• NMrororw /50.1' Z LOT 2 N e9.23'41'hy 7G.f5' if°t \ \\� �y -`?lam• W UTILITY EA9gENT� NOrE: qMFW N f OPtJ.a/IcTc AND ra11�.fN 6 ]if A13-COH9V.ED 1DCATIOK6 bw \ N� �D\\ l s :aR'mN'le• ���777T111 Design Review Staff Approval TO! By Joe Batcheller at 12:02 pm, May 24, 2013 Ne1NCtRINC s 4JANE`!N•1C, ING. PG COX Id9 YAfa1L CLL[71AL+D d6°�7 "Aaw 14aW PL,us no OWNER'S CERTInr -ATE ' TM wdera lgned erin9 [he weer o[ tlx: Inl ivrinq d..erlbed Peirnl oY 1 .pare 1. auMu[.t Tlli p xo. 1. a euldl.f.tpn rY prdea In t » ef[lc� of the ragla CeuntY, Celaraao, el.ra aIM 1lmrd.r. ..aid pal[ o[ bt 1 hvinq rare 1rrtL-1.11Y ae.ellA.d .. [ollwn, 8e91 nnlny • tM b arty m nL veld let 11 x eR °o)' ql' x 2M19.51 1—t. alon9t the•aoutMrlY ]l,u If 41d 1— l, [ th. r,tn .)'S5' V 51.Y1 [ee<, [o Clw ro Urly cv of let aid 6,nburat Fil /nq Xe. ll lhenw [he [vllwlrq .1ghC eou[a�ralenq [he,ca�n llna of ..;d Lotr 1 aM ]: Ill N ]� ol•O3' r I1J.52 f.g[, (]I A ll 52'59' L 25.10 lurid 111 x Sa °0)'ol' x I11.n0 (eel; 111 R ]1 n)'dl• x vL31 I_, (gl x 28007.01. Y 111.12 111 .Od feeler (RI 5 Jtl n)'01' ! 122.15 feed thentt, h—tlro (dt.•Yaa1n w�.un Iln< of b w 1 .ud 2 P9 °2l'I3' Y tb.i5 fret: thence x Al'l5' ! IY1.11 fn[, t yoint w [he nwtJ h r;ghc -of. line e[ Yunwrak Uriw, x riynt- el -rny line also b:lrq tAe rot' M1r [.. and oante[- ly Lnundary n( as lJdbf Ir tMrncu t r [ollwlwl four rnu s3om1 seta ' rlynd- of -xay line of 5u n[lveh.nd nail er+ndary 1lneref lot 1: 111 R1 a1']n' 1' $IH.J'1 fr�rnt a polo[ Uf c vaturc, ![1 112.10fen[ along [lu n of a 45.W [rot r.diva cu lheu [19hr, sold c n haviny s - ral angle u( RI. °U]'12' arW + chodd [hac bears f 55 °Ib'10'rl: 124.x. Ievt.l n lolnt of ram,ency% (11 Y 12 11'19• Y. 281.51 far[, I. a Ie lot of ♦lent' tAr a of v 155A00 foot fadi ua cue [o [larvltf ['.r said c ve havin9 a rat angle of 12 In'll' a chorAV[nat c IN 1'I'SS'fl: IJ. ]d taut, "t the lui:,t nl buylnnl- 9..dconta;njm 1)1.2R) a'luaru !•.,t or l.'JJ21 scree, norr .[ 1cYa. 1-1:bY •ItifY tAa[ the Cvndo.miu. I P of 'Vail C•olfcouren d. 1-1:6Y w P.—, I' In fi— In ewljulleliwi rIth the kondwriniw Urelaret ion Cor Vail 1.,1lwx:rar Tf•e.hroe., Ph.- 1'. sn.Pl x11 mxsrNU(7lLlN m. VML PLANNING- COMF115610N APF?O AL rhfu Iwrdrole tun col' ul --V.I 1 tul[cou[.c Swnho " Porve P, b anA tlx• waae la —by aH•[n M. SURVEYOR'S CERTIFICATE 1, JaaiY L. V;r•l,•, M•fny a I'rofndu ltnul I.wineer ana IanA YuxveYO[ v11n1 I.A rnM,:t the larx u[ lM Ycatc of t'of eraAn, ae nvrchy con 1 ft' 'teat tA;. Cnr:J,wni nlw !tnl• of 'Vni] Golfcwrne Twnh— Pharr I', vas 1'tvl'sr.W ,xlrr M Yulrervl Ylwl and that cne :^aP ar. ra[clY AcPl mot. lr,caclwl �i�,l,a enP rinrlanne.l dna wrr,cal LeaYUrcxnnea oftlnc [aePlrtca ewanRtn uI ... dv 1•. 1 L.S. 11111 CLERK AND RECORDER'S CERTIFICATE ttP[al for fillnq (n the office of th. Cleft and Vevnracr of -0 :'nu,:tV. Ntor.dV. fl�la daY of A.V., 1919, __ _ _ _ eum�•a ,enter xt,.dP-i G,� ti;r�c . —____ _ In InetY _ .__ � ra,1r ____. —• sl In �_._.__• 1uP m ragl.• Cwnb, c°lor.ao 1 D [Ec adE D MAY 13 2013 TOWN OFVAL i a Design Review Staff Approval T, By Joe Batcheller at 12:03 pm, May 24, 2013 OF VAIL Jeff Lutz Builders Inc. PO Box 1660 Eagle, CO 81631 -1660 6x6 NEWELL POST ��°a +�r�G /sTF9 (1) -2x12 STRUCTURAL RIM W/ 2x12 BLKG. Vp ��� NG F BTWN. JOIST @ NEWELL POST W/ (3)— TIMBERLOK SCREWS @ EA. DECK JOIST o a67 & (4) -16d NAILS @ BLKG., TYP. [PROVIDE °•, <<� 5)/2" ADDITIONAL BLKG. @ SIM. AS NEEDED] MIN. 2x DECKING TO MATCH EXSTG., TYP. PLAY 6 2013 PLAN NORTH FOUNDATION PLAN SCALE: 1/4" = 1' -0" 40� PLAN NOTES 1. DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER. CONTACT ENGINEER IF OVEREXCAVATION IS IRU —BOLTS @ JOISTS PER PLAN REQUIRED. >E (2)-3/4"O 2. POSTS FROM ABOVE ARE INDICATED: MIN. PEN. 2x BLKG. @ 3. DO NOT SCALE DRAWINGS. <G. @ SIM.] BRG., TYP. 4. (E) REFERS TO EXISTING CONSTRUCTION ( — — ), (N) REFERS TO NEW CONSTRUCTION ( ) 'LAN SCALE: 3/4" = 1' -0" DESIGN _ Vail Golfcourse Townhomes Deck JOB #: 1304 -21 Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf Deck Dead Load ------------------------------ - - - - -- 10 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /IRC Edition ------------------------------ - - - - -- 2009 ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCHEDULE FACE JOIST SIMPSON H5 (4) -8d (4) -8d © SIMPSON PC66 - - © SIMPSON ABU66 - - Design Review Staff Approval T OF VAIL I By Joe Batcheller at 12:03 pm, May 24, 2013 OWM I I — io > tT I d' �1 1' -3" (V.I.F.) II II II (E) —FTG., TYP. (E)— FDTN., TYP. II L— — — — — — — — — - CONTACT ENGR. DURING DEMO W/ (E) —FTG. SIZES GD �• � FO 1' -6" (V.I.F.) 13' -9" 1 S2 ell G Zr,., NG 0 C'0 ,0 N)'$ I Zs��,. c 0� E" IE OWE MAY 13 2013 TOWN OFVAL a" U ? D � D m VI c 0 0 z �o J J U1 z .c o; n 5U � G • o M3 • o> U U Q Q u O 5 o b 5 p o � U U > � O � G O designed by RSS drown by RSS checked by TDH issued PERMIT 05/06/2013 sheet S1 JOB 1304 -21 Design Review Staff Approval TOWN � By Joe Batcheller at 12:03 pm, May 24, 2013 2x DECKING TO MATCH EXSTG., TYP. 2x12 DECK JOIST 6x6 z O I It TYP LR. CLR. EQ. EQ. 2' -0" 2x12 STRUCTURAL RIM, TYP. 2x12 BLKG., TYP. 2x BLKG. @ BRG., TYP. (3) -2x12 8 "0 CONC. PIER (2) — #5's VERT. BELLED FTG. PER PLAN b *6 (N) -2x12 STRUCTURAL RIM W/ (3)— TIMBERLOK SCREWS @ EA. JOIST, TYP. i r TYP. S1 S2 S1 DECK FRAMING PLAN SCALE: 1/4" = 1' -0" PLAN NOTES FOR NEW FRAMING: 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL) ARE INDICATED: B 9U PLAN NORTH 2. ALL POSTS ARE LABELED AT THE TOP. MAY 13 2013 SCALE: 3/4" = 1' -0" 3. NEW WOOD BEAMS AT THIS LEVEL ARE DROPPED BELOW DECK JOISTS. fl 4. .'Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. TOWN OF VA L 5. ALL NEW LUMBER SHALL BE DOUG -FIR #2 OR BETTER. 6. (E) REFERS TO EXISTING CONSTRUCTION (- - - - - -- ). (N) REFERS TO NEW CONSTRUCTION ( ). • • 1 p� ? D w O � � C O m F P v r u Z c • � � 5U M m — u m Y o< o> U m ; I — cS o Q 34167 E) 0 E-4 o 0 U � NAL O 11 AY 6 2013 !� WALL Z �(E)-EXT. drmn by RSS I I II PERMIT 05/06/2013 (E) —(2) -2x12 4 Sheet S2 JOB 1304 -21 ____ __ (E) —(2) -2x12 (E) 2x12 @ 16" P.C. I I I IIIIIIIIII � � I b *6 (N) -2x12 STRUCTURAL RIM W/ (3)— TIMBERLOK SCREWS @ EA. JOIST, TYP. i r TYP. S1 S2 S1 DECK FRAMING PLAN SCALE: 1/4" = 1' -0" PLAN NOTES FOR NEW FRAMING: 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL) ARE INDICATED: B 9U PLAN NORTH 2. ALL POSTS ARE LABELED AT THE TOP. MAY 13 2013 SCALE: 3/4" = 1' -0" 3. NEW WOOD BEAMS AT THIS LEVEL ARE DROPPED BELOW DECK JOISTS. fl 4. .'Q " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. TOWN OF VA L 5. ALL NEW LUMBER SHALL BE DOUG -FIR #2 OR BETTER. 6. (E) REFERS TO EXISTING CONSTRUCTION (- - - - - -- ). (N) REFERS TO NEW CONSTRUCTION ( ). .�I ib • • 1 p� ? D w O � � C O m F P v r u Z c • � � 5U M m — u m Y o< o> U Q Q O n E) 0 E-4 o 0 U � O Z designed by RSS drmn by RSS checked by TDH issued PERMIT 05/06/2013 Sheet S2 JOB 1304 -21 .�I ib