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Home My WebLink AboutVAIL VILLAGE FILING 2 LOT G 2005.pdf �- _ : ; . . . . . . , , . , - _ . : _ ' '�:: . . . �� STRUCTURAL SPECIFICATIONS ;�ti � �� ; o °W � � � " r° � � �V� ` `. � h� J V r � I) Foundulion design based upon asnwncd mn[imum wiis bcaring <upacily of I Of)0 q . _ psf anJ cquivalcnl fluid pressure of 55 pcCto be verificd by a soils engiuccr a� �he 7 ' {, � time o(accavalion. [nstatlafion of perimcier drains and site irrigaliun Io cun(umi S2 . � G, . � C w G wilh soils report, field Iat drains yeFore back(tlling. Ali fewtin�s are to 6ear upon � C N� netural undisWrbul soil or wmpac�cd sVUClural GII av approved by ��e suils � ', � � C xa aigineer. Su6mit copy of a7wrt fo rngincer. u 2) Atl fowdatlon azoutd pwneter oCaWCture ahall have minimum Gos� pmlce�ion �� - � a � " of48" lo botbm otfaNiug. AII (oundalion watls and columrm lo be centereJ on l2 rnncrete footin�;s unleas shown othvwise on plmis. 3) All cast in placc conemle musl be made with Potlland cemrnt and atlain c 2 mmimum comprtasive atraigth of 3000 pei efler 28 days (minimmu compressive J s[rtngth of 4000 psi after 28 Jays for concrtfe wcl in slabs). Design besW upun - DUII.DING CODE REQUIREMEN'IS FOR REINPORCED CONCRBTE (ACI 318), 1999. Concrete pluemwl [o conlunn with "ConsWClion Rryuirements" as - JefinN in ACI J I6. All ewicrcte slaba on gnde must b< pmvidd conlml (scored \1 •� or cuI) in accordance wit6 soils repoA. All ezposed edges of conerele shall have ; ` '/." ch:un4c Concmte work shall not luve any horimntal cold joinls unless ' Q \ aulhorized bylh< engineer. Field coordimte all vertical coldjoinls wilh slmclural engineec, use conlinuous vertical waler siop al all coldjoims. f�(pp,�µT OF � (� 4) Rein(orcing steei is ASTM Grade 4Q Reinforcemmt placemenl shall confom� to :� � O MANUAL OF STANDARD PRACTICE, 2001 u prepnred by CR$C All lap EXl5i1N�7 SUILDING , O splices [0 6e minimum 36 bar diameters, aII horizonlal reinforcemall lo be C1 � ' !) N JJ � i conlinuous around corners :md at wall intersce�ions. Minimunt rein(orremcnl J �O prolection- -� Zx2y,�¢ 51�EL I -concrete poured against carth �•� (p�E UhMHEY � r- M � -conerele poured in (onns 2° Q�(L /�QLMtIj�.TUQA�i \,-- �y � -concrcteslabs I " C3 "r(p�UV,) �� a > J 5) All lwnber shali be Doug-Fir N2 SJS or belttq all wolmaniaed Ium6er shall be \ D !{em-Fir d2 S4S or beUer (all lumber wilhin 18" o( fnish grade musl be S2 � � � O �wlmnnized). Pmvidc solid blocking at 8'-0" on cenlcr in all diaphngms. .� � O � Q All columns to bc conti�uuus bearing to f'oundation. j'� 6) Shcnth rooCs with '/." plywood with minimum span rating of 40/ZO or bcucr. Nail \ � plywwd wi:h IOd syikea (a� 8" on cenler to all ratlers. / / ` � � -�� / �/ W O \ i 7) Shealhallexteoorwallswith 'h" plywoodwilhminimumspanratingo( 24/Our � '* � M �OO hettec Nail wi[h Bd �;a G" uc to all smds, j � ' \ 4. � ' � � 'j Q � � 3) Live In¢ds used Por dcsign- -Roof-b0 ps(snow. � .i � , W � -Fl000-30psfresidentiuL - � � � � `� � � � � � -Dttk- IOOpsE � � I, I I . ' -Wind-90 mph (3 sccond gusQ, Expoeum B, I-I .O, intemal pmseurc � � � � � � � � � � � eoeRcicnl=IS.J pst; component and cladding preseur�IO psf. i I I I I -E:vthyuake-1= 1 .0, Seismic Use Group I, Spectral Rcsponse Accelerxlion 0.?0 I , � I ; O M W LL semnd Ss=40%g, lA0 second Sl )%g, 5ite Classiticulion C. Spectral Q . I I i � I / � ; O . � Response Cuefficienls Sds=0.72, Sd 1 =0. 10, Seismic Design Calegory f3, I � q N LL x 6asic Scisinio-�omc-ltesistiug Systcm=Bcaring Wall Systcm". Design I3asc � \ � � i I � � i[.. b W She�rl7 kips (wind loatiinµ co�iwls), Seismic Response Cucllicizm � � _ Cs=0.042, Response Modilic:ition Pactor R=4.p, "16C Laleral Porce � � f � � `J2 � � I - Procedure" used far c�rthquake review. . . \ L _ � _ + >.�� '�� (r )) All conswcfion must comply wilh lhe 2003 Internalional �ulding CnJc av — � � �� is �. / I � adopleJ by tlre 'Town ol Vail 13uilding Depart�nent nnd lhe °(iencr:d CunJilions ul' �-� / jY�l�q�, \`� S2 � the Contracl lor Cunsmiclion" (AlA Documau A2UI ). NI cnnslniction musl hc � ¢ � compimcd �vithin the lolerante6 JescrificJ in Ihe "Residcnlinl C'ouslruaion C ? I'crlumimme Guidelines" u prepurcd hy Ihu NA'I'IONAL ASSU�'IA"IION OP ,�J � HOME BUILDERS. � �" �U�S�N�� W�� '5 ��W=- BUILDING PLAN - � -Ex�eriorv2x6@ IG" oc. -��\z:\3� O -inleriorv2x4 (a� 16" oc, unless nolcd ulhervvise. E ^ �µ I I ) Ali beams, joists, and rn�lers :ue to bear upon walls ur bcams, ot bc hung wilh I S) AII matenals enposed (o exterior and or inoismre conditions shall be Irealcd IUr � /� � SIMPSONSIron Tiehan crsora lhweconditiuns r � i \ � g- g pprove equals. (i.e., chemical trcabnent, slaining, p;�inling, dam rnolin �6n_ I ,Ou 12) All s�mewral members are shown m their linal positions properly br:�ceJ nnd membranes, (lashing, eta) �s cequireJ by cude. All materials tu be IremcJ lur fre �� R� � sup�wrted; dunng consWCtion it muy be necessary to lemporarily shure punions resislan<e as required by code. ol Ihe atructure while olher portiuns are ucing coissWCted. Cuutact Ihe engineer I G) Masoiuy specifications- for consul;ation as required. a) Hollow Iwd beazing concrcte bWtk shull be 8" tliick wiih miniinum I 1 - — I 13) General Conlractor is responsible lor alI nomsperified connec(ions, cunlacl compressive strength u(200G psi or Ueuer IaiJ im m�ning bond. Tiic munur VJ A L L L � G E N D enginecr fur Jelails as rryuired The engincer is lo appmvc ail sirucWral is l0 6e Type S, wi[h minimum wbe streng�h ol2000 psi afler 28 Jayv. 'I'hc substitutions. mortv is to bc free ofali azlmixWres, unlcss approveJ by Ihc cnginccr. 1J (reneral Contr:LLbr is lo coordinaie all Jia nra m enetrxlions i.e., chinme s, b) Reinforeement shull be- � � 8E � � � P � Y Nertical-I15 bars a 16" o. c. ecntereJ, dowcl to concrete (oo�ing wiih 7q-pp�pv�� phnnbing, scwcrs, elcJ thmugh �ours, walls, roofs and foundation wulis wilh � appropnal< sub-wnlracturs. Gcncral Conlractor is responsible for Ihe mcans, NS dowels � 16" o. c. me�hods, Ieciiniyues, u:yuenccc, proceJures, workmm�thip, scasonal scheJuling -HOrizontal-8" bond beam with 2-ll5 bars contiuuous at 4'-q° n. c and at ' MPS o�R`( W At,LS j0 S3E � aiJ job-sile safety associated wi;h tlus projecL The General Contractor is to top ofall wulls. All horizonlal rcinfosemrnl is conliruous arocnd I �}QD6p verify aIl dimcnsions aud elcvuiiuns wi�h �he uchitectunl drawings. Nuiil; comers :mJ interseclions. enginecr otull ronRicls �uid umissions between various cicmenu uRhe wurking �) Grout all cells with rcinforcemenl, soliu wilh flowabic gmnl (minimum Jrawings and the existing condilions prior to commencing with ehat portiun a! Ihe compressive strenglh of 2500 psi alicr 28 da}�s). ProviAe wecp hnlcs pi � , projecL General Contracto� is to inspcet remudel projecls and veril'y prior use unJ �'erify eumplete grouling, mid vibrale �s rcquireJ lo prevmLL proper dispusal of existing malenals (i.c., asbcstos, cic.) as rcyuireJ by coJe. ��eyeombing. �' - . : . . . . _ . .---..�:r--- � Y � � .��•�'hi'�Y_� .;�^.L'}:.zVw..�..-iL.: . _ . � �- . 1 �•"F'1-�w .. . . . . .. �. _ . .. f .... _ . _. .. �I_ . .�. ..__�� . .._..��.�.. _ _ ..i. .r�� . .•-.t1..1�. . �'O� „ �" � P�P� GuaRaFfli � ^y H,.Y . P�2 p�� rEc.r�RA �s � �m . j \ N ��y1� 'ryR�4p�, ✓'/i1R \ �_�,•-\ C � W i�"�1��7 i'n1� y • �. G v V _ � \ d ll" � _' _._ � - 1 � N IIy. / � ` �%lyThlC� faJNR4noN �✓1, C " �� \ � 7� F�MMN C �. o g - a tJT �� \ B M � �� •��h •� NO � r 4 � � � _ � o0 1'' a u 1t 6 - N � c °> VJ � �y. -� � . :i.. � r, r . 'k'. r,.. \ __ � „ � i.. � � '�ISPf-MM�HpYT1oN 1�5� �vGE oF ExiSnn� �1� H�u. TNj4KNES'5"'� � � - s'{ :.: . .. . � �� STFyGT11PAL Sl.PcO �y �$ � CO q�R EAfS � �`o.c, flaTW � O WK1S GEN76fE0. PFavioE S� �� O FN�SH F�R kRC�h7FC.NRA�S . / . 3 WEST SIDE LANDING � � N �. - J 52 . , o /¢`' �-o �� ' a JO � ; ¢ J CaN'¢acmRs oPr�oN - FFx.v cq�RDi �/KE ( . coNNec.noN rfir�� q+6RPRmF� NG DFX�ri�s �-. � LL > O foR INSTRLLp710�+ oF S7or+t � _ Ex�snruo Snxto FNISH F.�'E� ou� / Q • W O � � � � ,.�Xi5TIN0 MkS�Rv ` � � � � YWO �fKkH�NCo lp — Z �p � �n � _ PEµ rpcnl5. 1 a U P µ � ` � � _ � WJ a � _ � ` � � � 53 O (� � .�-° sTONE IENEER 7E� qptat't,S - — �I MASa+W! �aCA�RS Q 1 � W � �A 5A, Fi. e��1� . ._ . � N i LL W /- Exi�nNb Fp.qr+n+G �� ._ � SZ ro ��N Q � I z I Q � � � '�' x � • %d CoiJi. W/ S/'D�� TW,ki � I ICei2`�� oG. iN10 GXii71N�j . I _� ` O�� Ex� SrING �vND�+n��+ ]� O r=_ = � ., � ld f�EnMd EY �SPNG S2 � �.,"MN"� - .f � II I� ��p� i�' Nab Pvkn�N �f � � � - 4Ntu, ftR AR�N 'LS. . '. � I .I I I I I i ' � I � � I � SECTION D 2 NORTHWEST PLANTER , NORTHEAST PLANTER ; � ' � L 7/�," _ � % p " S2 � � � . � I /4��` I � o � � 52 ��'�_ I i O u S' 2 OF 4 �: V N4 C b � w �l N � I ' . t � ... . ' . , � .. 3 �"Jl � � '° m CONTPflUroFS OPIwN - I � �. .. . . yry� - ,'.q � O � e �r. V {'�ELD [.00R7INKSE � ��,LS. I . . . ! u` -. .. � LoNH�71oN Ar,+v . . - - . k�At�p9P-�F� y� f�R INsTrt(��oN p� � � . . . � �� ' ` � $�NE V�EER W£K i * :: � t' � 7 F7cY31� STticGO � � � /�� - .�._ _ - ' —�.�°� �r!ti-� . _ (. . �• r. c hN� sN @^��y`� 'r�' . o I / .. . V R� W�Y .1 (. q � �' N `T� I � , �4"'s'«.V ,! � aa � � — � ' _ — __ � t ° '� \ � � —. __. - - M d > �° 9vNE v(�EER TeR I , kf�N�k WJ HASw�F�Y �'i � 1 � �. . � . hN41oR, FiJf�Y 20 � 7� \ � - _-_ -__ ,So�fT: ��`` � -- V " � �V� U �� '� � _ —=� � � -� . � ` .. A � W !- — � i � � � t� \ - _ - -� -- _� -- - Cfl _ I _ � cc — O C'xlsTU+G MAS°NRY ` I ==-y- -__�- _- � � _— — � � F-EHAiN � I . ni �_ ��_- N � _ v 1 , F�EW �E��FY 'vusn '+G J p ' F I -- -- ° ' - u � _ � �NT �� a � - \ � EOfN R�NEk WRL�S a � O . . � ... - � -_��"V--- -= � � \, �___ . . _ - Q ,� J I _� } :�•, � ��\ C — . -. _ , � . . . . _ . �. �j _ � � � � � li _ • I t� � � Q � OTQ � , I _ _ �.. � _=rt z+- _p � oF ex �5„NV � YwO � _ �. __ -. Zoo � —/ � I � � � QOgU a � WJ � Q � e EL�' E GF NFW � �, � > I I v �- - . - �C S7JF�N� i'^'JF O / ^ Q v/ ' . �7 � -- � CL � / �. � N � � � �A N � H t ,� � F- x ,c N � X ti� � _ �n l�l N � w � � � � � Q _� >.�.%a �• �4 - � � =�s° mT,�,,��s e o.<. 2 ' I Ewsn�+G f?ar+wv — ��r*o �xirnr+t, r,e.o�� I I 2 - 4 x I O 2- '2 = I lo ' j Z �`7 (�Hhl N � Q . C.8��5 . AE�,p vBR� FY - � � SP��-� NG o� ExK�1NG I _ J i � _' . _ (sRV uSED C,b1.V>. 'l. I ri 10 N. � � O. G. 2. x 1 2 �� o. G. I � i GxISTiN6 i -�-� -_— _ — � — � ' - --�- . � � � GRRDE � � � � � I . � � . �,, — . � � s � ER'fEo� Ek�S'pNG I � I j� I � , , �� ' i � i � l � . �'r-�- / � � ' ...� Ex�snr�G �vHDnno�+ p�ro� �ri �=CHn�r�� — — --�F � I I rr � ia P-EMrcir-i I + 'I � �iE�D VERIF`( �X�ST7NG ,��tpER L, ' '�1HE. OF �ANy7�'JC11otJ ' _' :.... �� . � i = SECTION E f ¢ SOUTHEAST ROOF FRAMING �---=- ' S�J �y��n _ '=p�� 1 �3 • SHh,DED ARFA D�r�OfES Gv�rRRr51N6 . �¢�� I� p ' S3 OF 4 I � _ _ _ :� E . + , Q,x 10 jll p�4E • '' � LoNi. V h�� C H�l. �F� P�fY�D •a � m 2X10 � �"ac, � V � _. QY �O Q 2�`o. c, 67 6 -lbd -c�P• � � �� '� y EA , co1.M. y , ••• , • 7 � d33J�ii�� ; ik� £ i 6 �� yo n ;� °;�x� ,� N$ ?x i 'L� o.c. .F 'n �j yc8 � .}g"o.c, $utu('- ut P�MES � �'L�' "1 � � - G � Y - -jti L&-vW. $x�sTlN( e o 0 2 e�F �i a o o � <:• � � a; } } y' . . ( C'� ' . i � Y Y v ' � i-. �� . �VvV �v EXisnr� ` .,. . _ � \ � 5wAN6 ' , �F � � ' Cfl j O �c�snNC� w�t�l000 5�+6aTrr��G rx �sr, NG BnR 3o�sr � � iSilr�c, s�F.�. � N At�O '�d Slk&P6RS T� PF.+'W'1N TD R�f%NInN 1� $Y•AMS � (ZcMFtt �l J � � ✓� � � SECTION\C� ��"� � Q JQ �4 �2^s �'p" $ 5 11Jtk�$ 6 � 6�0.G. � Q2 2�-� > > a 2�6 I LL > O _�_. W OC O � °a , ' ir"' �� ' MIN. �N�-kE7� i Y }� O �utB W f5 BAfs � � 16"o. c• 4M45 ` I � rXIST1NG 6R*�tE P R SIf� ':1.A1� � a Q � � 2- �5 2aRS coNT. i ' + I m �J � iN 9" 3�r� C'EaMS I � I _ � � T i > k, c� F— cc # sr� e �6^ 0.�. II o yo �N �Po�r,o caus , O � w I` ' 3��x. ' N �y X �, w i � _ , o , Q i � � # s �o��.s r�H� ', � I ' �I . � � 9 I (o" o.c, 'i 1- - b�r6 ' I� - � t � � IN ��0 Ck-t.K � � � 3 -iK5 $�►,�S � �oNr ` C'7 I • t �Q° � � i � . � . � of a• � � 2�O" � SECTION B �-�. S4 OF 4 w , �, 3�4 = 1 � _ _ � ; � � � �. � SITE LIGHTING KEY PLANT SCHEDULE U N � / a N t� � L 1 Boilard Lights (6) to repiace 6 existing boliards in current locations: Qty, BOfi�111C81 N8r17@ Common Name Sl2e � � � � TEKA Cone-Top Bollard, #BCT-2516 BP Trees U ox Copper w/ weathered patina finish, 40" high 20 Populus tremu/oides Quaking Aspen 10 @ 2-1 /2" to 3" � � ¢ 60W A19 incandescent lamp or Osram Sylvania 52W halogen lamp �'' °' LL 1 � multi-stem clumps V � L2 Wall-Washer Lights (3) at north wall in planting strip along parking lot: 3 PiCea pungens Colorado Biue SpruCe 1@ 12' ' 1 15'; 1 _ 18-20' Q \ . B-K Lighting, Yosemite Series ground-mounted wall wash flood � #YO-WW-82-BZW�[no baffle)-CV-HP 70-120 Shrubs 5 gal. except where noted 70W metal halide lamp (82), bronze finish (BZV1�, clear lens (9), cut-off 7 ACer ginna/a 'Flame' Flame Amur Maple #7 C visor (C�, recessed in�rade ballast (HP 70-120) 9 Aronia melanocarpa 'Iroquois Beauty' Dwarf Black Chokeberry Q L3 Landscape Lighting (4) in new aspen groves along sidewalk in front of 4 Betula g/andu/osa Bog Bi�ch � � building: B-K Lighting, Yosemite Series ground-mounted wall wash 5 Cotoneaster divaricatus Spreading Cotoneaster 2 / \ �► flood #Y�FL-8I -BZW-9-11 -HP 35-120 8 Mahonia aquifolium compacta Compact Oregon Grape Holly -p � 35W metal halide lamp {81 ), bronze finish (BZVV), clear lens (9), 2 Pinus mugo 'Big Tuna' Big Tuna Mugo Pine � � / ' honeycomb baffle shielding (11 ), recessed in-grade ballast (HP 35-120) 4 Pinus mugo 'S/owmoultd' Slowmound Mugo Pine � � �o � 6 Ribes a/pinum 'Green Mound' Green Mound Currant p �, � �jC. � L4 Wall-Mounted Luminaires (2) to replace high-pressure sodwm wall- 16 Spiraea nipponica 'SnOwmound' Snowmound Spirea � o 0 � packs at rear entries: TEKA Surface Mount Luminaire #CSM-8316 BP 6 SympAoriCarpoS x doo/enbosii Madene Pink Snowberry � m U � G `�� G A�G PAD � Copper with weathered patina finis h � � ` 6 Syrinpa meyeri Palibin Dwart Korean Lilac c O •� \J� 'f0 � 75W A19 incandescent lamp or Osram Sylvania 72W halogen lamp 73 (n a > i � � P��+�CIsEV�4- \ E�CG �OrIG. I�LALIL � � \ \ �Tp � ��Eb � EX G� �I�.. Perennials Mixed flowering perennials - east side beds \ � Sweet Woodruff and Ajuqa - west and north side beds 0 � L I � �X�Lo G��N� �' � Q F � � � \ r� �\ ,WaL�To �,'� �( � �k a. t�leW co�lor� �f� �fEPS (�i �K�te�. � , NOTES � w � , , � . ' �c. CY2��FY L�� tN �lEI�7 �. I�At-I (�i �- C� �2 I�) � C� 'F�HR-C"'�-JOl�f7 0 � N � $ / � _�/ � � � ` - r� ,�. � ��y � 1 . Prior to commencing work, Landscape Contractor shall review existing � w o � � � . � � ri(/� � , ' I a � a � oE p � .�� OWMEV�{' landscaping with Landscape Architect to tag all trees and shrubs to be K Q � o y � a� " '� �• � t � retained and protected and to clearly identify those to be removed. W o o � ° �° � . . � � \ � . . � . i: � � - �IGTU�IA MU60q�V` m J c' o � � � ' 1 � 2. Omamental boulders indicated on the plan are to be specimen c� � a > rn � � Fac �� Ex� � � ''w ' � , x G p1N � granite river boulders; Landscape Architect to approve � �. � . L,�1�, " � � ��j u�lr �I �vrr �Y selection and placement. j • . � :+, . . . � � � � ` '• / ' " . , , 3. Modifications may be needed to the existing irrigation system; Landscape � � � (� ��E � ` \ ' ' ( . . ' '' � Contractor shall coordinate with Owners representative. �� / � � � ... _ � ` • I � j � � � ` �� . . � • Gt�EN MDuN p Gt,� Rt�N T \ 4. Prior to digging planting pits, Landscape Contractor shall stake locations ' � r � � � . ' \ for all new trees and shrubs for approval by Landscape Architect. \� � � � , �c � wrr�c� wEw S�c�P�TO�o►a � �. s' �� h0 C2��2 " ) �� _ , � � ` \ / 5. Landscape Contractor is responsib�e forverifying the location of ati _ \, ` G (� C�'� �,�` • � underground utility lines. Should existing lines conflict with new trees � ��- � � ` `x G _ ' r "� , � shown on the plan, Contractor shall notify Owner and Landscape - _ - 1 J � / , / �A� Tot�G-R,a-�T . ' � J 'ti / ` ` ��n � �� Architect. O lS� �� J � ^ � � ,� 6. AII planting pits shall be backfilled with a mixture of one part compost and � � Z (� ct / /J EXISTIN6 \ � � � / � 1� R I D G E C�I D W t 7 UM P �NE� � � t w o p a rt s t o p s o i l. a� - � Y T � � � � �y�' �� .. ; . r c� w n. ,r. o / ' �- _ � I27.i2' / �' , , .y/ ✓ � \, ''� U, � O , � / �/ � (i�� = �i N �,� . � , Y �`` �� .a.� � . y 7. A l l h e r b a c e o u s p l a n t i n g b e d s s h a l l b e a m e n d e d w i t h w e l l r o tt e d 0 = �j �� ✓ • ��, . � \ manure/compost mixture (one cubic yard compost per 350 sq.ftJ and � � m � I ' � � ,� " 1 � � � tilled into rock-free topsoil to a minimum depth of 6°. `�� G� � / �'� � ` 7( �Z,2 ` � 1 L � �� / � � � � - .� � � � � � �� ;,'`;� , ; -�; 8. All herbaceous planting beds shall be top-dressed with 1 " of extra-fine / �, / � � � _ ' •�'�� '` shredded hardwood bark mulch. All shrub beds and tree welis shall � ; ?-�� / \ � � ExISTING ,� ` '�= �� ,��F•. Y receive a minimum 3" of extra-fine shredded hardwood bark mulch. j � RIDGE �,%�� r :� �, �. �_ � \ / �/ � � 135.48' 1 � ��' ; �' ! ,� 9. New aver surfaces are to maintain existin sIo e for ositive draina e � �A-- / } � � (100' = MAIN LVLI �, ��, ' � ` � . Y\ P � J P P J � / \ `I' ' �Si.oWMDUrI r� M U VD A 1�� 'f' � � away from building (minimum 1/8 per foot, or 2%). L I � ; I �� ` , . � ��S�a, ,;.` ,�� ,, �. `��. ��>�� >�' / � � � RID6� � � � �� ' , ,C, �'`�,-�� 10. Existing sidewalk snowmelt system will be modified to include expanded � � -�� i24.i2' � (i • 17Wp. �F I�I�f.AI`� I. ILArC.� � � �' . ' � �v ' �� y pavingareas_ . (iao� = ru,� �vU � ` ^ '�y ; a,.i' ; "t4 � '\ ' � ' ,y , � � � � � � I,,aM� U� A�APLE � ' COI,U. t31.UE �if'FUG � (I�b .�' � �, � <. �� , � ? •� � ` � � � ��`'1 � � '�' � . ��;, .,,T� � -, / � ��MD'� EX�G �1U�11°�R�S / y • ��E/�P� �I (� LOfGN�A�`� � � ' � �f-� ''�`' �,� . ,, t. , � <, ,� , �. . I � �� N�� ' �� j • <�'� � � ' �' r� � PR �De�!�pmeniDepadment � , . • . � ` M� � � � �D � w^ ' - I � � � �i4�, �� : uilding Safety znd Inspec ..cn servsces � �`I : • , \ , ` .� / � ' , rvi r� . � ,, � r .� y � � . S " � LS `f � � �:;�, � � ,� '� ' �`�� ,�`T, � v� �-FC j ' 1 Building Code/tn'^�� I F r_I , • / � � _ � � . , A � , � � � � . � - < �� r _ l �. , �;� � C �� - Th,, issuan0c cr c':"'� � � • � �y" � � � � i �,�� ,, � �, � � p rn�t fcr� cr en epp•,v I c' � � �. _. of � � � . . � _ � � . . . �{� N �n � (� � / , " � -� y�/� �-, � � � code cr d eny e:her o Cir � cf l i � �� , � � - � � _ � � 1- � _ �rt;mg to give �u�hcr�,y W �. , c ccl the � ��y�' � n�� J , ��< � �, < `C � � �� '�,� �� :,�. U. �� ; � � p� - otherordinancesoftha � ' � _ � � � rtbe � � �(, W�L � � r` " �—.T`"E-�.�' _. . . � � � � ' '�5 � �i��y � . v � . j� v � � . -.: � permit basod on c�ne:-i. i � � _ . .� end � �z�� /►� � ��/ . � � `<" c � � � � rev2nt Ihe buildin ofii�sl P�-� r,; u„-� t � � � � �l r r/ V �► f�/l � � �WN�? �A'f�.7�G • � �` �� t , ` � � : � _ r � � n the cons,vcticn dowmen?c and olher d�ta. The � ' • ' � � � � I i Is� cu � nzed t� prever.t occupancy cr use oi a O ` Y u,+ � �a�tEr�r �1 � - ��w , . . . , v > � � . ; � C3 ! r7 ^� � �C �^ � �� ' ;� � ' � � re i� violaflo� cf thia cede or of any other ordinanCes of � ` � � � . ' ' . � � � � � ` �J �n. 1 � r \ �• � � = �• , . , . , r . � � ;;.�MIN�A: DATE ��liL]ll.� E� � � �, ,�T �x �� _ � � � � • � � :��.: . , . . � �;;>� : � � ��y _;� : - _ . � � � 0 W a - , � - �. �— .� � . , , � � � , �� , . . , C�� •� . L� �� ` �� ;,� � � �� . #�.�/Gfz �� • �' . � XIS irlb aF�6r1 � Z � Q� .,,,� ' ° > IN G�lti'�W�Y L�i S �M�rI. WIt7�H �i LAflt'.YCV�f� AtGE �'(' UC�-I'f�S �- ,� Pf.ArITPED 6Y "f0•V. Q � � o 0 ��G PbAiEf� E�K�firlb 1-O�J WQ1.1� � w/ E. o�i,�s � N�.+ DAY � -- J � z �l�fzT� � "ro !iE IQEMOVEt'� �f[�H'fi C� - 0 - L3 ` �X !> GUI�i3 �At�� PS _ �E�� .. � Q 4 O � 2 �1�4.1� LIGN 'f�� . I�7G t� I�N V� � -, , � �XG Y�� t-K� � M� N . �b � 'SrIoWMOUN 17 ' �I'i f�EA — - slc�N To �nitarl W �r�t�l To p1�E lzEpl.,�G�r� C L � � � !— � �1 ' DkID�� 'JI.AGlL LF�OIGEp��f � � a� � � IL RO ,� I� (fi� . O . W .) ; � W � > � � co�o. r�uE . �rW.�� (r2') _, � � � co�o. �� ,+c� C�S � , �- � OF I�A�I�s 'f'D C3� li�(�1�1� W�'(�IE�' f'RGr� � EC� a= �c � �.�K�r� v �rw,�u �� p o��-- e� . �.,,,Ti,��'r-orz S I T� � L ,� 1�lI� SG � i� � �'L. � 1�1 � . � ° ND�. i p,o,Y �. ivE-Nf's � � 1S �'��Clr/IDr1�F�� q �� D�111�� L�,D�pE� '�t1�4{�I'OI�D scrv�, i ^ = io�-o^ No2TM N � ' � NtiD�cK�� hl �FG`l4ji �' — ,AF� W l DF D�i � ,7 � P1�1�(,E A�'f�-I �S t'Gir�'f: ALLOrH�R � �- A. 4 OE '(DP� 5 Wit� M� N �MUM • GRAPHIG SGAL� � � J � o � � o io 20 40 � m � � �'l��` � 0 � _:; N es`tY' l ix �er ) � � I INGH = 10 FEET � , _ � r - U orn N � a N � � V � � � � S U L Q REMOVE EXISTIN6 WOOD DEGK, STAIRS d RAIL � � C NEW GONG LANDIN6 AND STEPS WITH SNOWMELT � ENTRY TO UPPER Y LEVEL GONDOS - TIE INTO EXISTIN6 PATH 5EE LANDSGAPE PLAN � LANDIN6 4'-O" X 8'-O" O 4 EQUAL RISERS (?" MA� _ � 3 - II " TREADS � cp 8 � VERFY � OF RISERS/TREADS AT 517E � ap NOTE: REPLAGE SNOWMELT AT GARAGE TIE NEW LANDIN6 INTO EXISTING GONSTRUGTION (RE: � � � DRIYEWRY - SEE SITE PLAN � F'� S'TRUGT) TOP OF LANDIN6 TO BE WITHIN I/2" OF DOOR � X o � I-I '- - - - - - - � THRESHOLD O m U Illlr - - I I I ( NEt^l I-1/2' Q PIPE RAIL RAILING PER GODE - t w/SEPARATE HANDRAIL � 34"-38" ABOVE THE }}}� � a > - � , � t TREAD NOSING � I I I I I 4 � A 5 �M � ' I \ � - DEMOLITION NOTES: " " � �J �I I I I � � � I . AT `IOB 51TE VERIFY ALL EXI5TIN6 GONDITIONS �J �`�/ � � I I I �GOORDINATE wEARIGHITE T AND STFZUG TTURAL � � Z �r y�y � I I I I I � EN6INEER REGAi?DIN6 ANY DISGREPANGIES �f20M 'jQ, � � Q � I I I I I � T H E S E P L A N S. � � Q , I I I I ! I - - 2. GONTRAGTOR TO VERIPY ALL EXISTIN6 UTILITY '.�O � �y � I I I I I LOGATIONS AND GONDITIONS ON THE JOB SITE PRIOR '-- �> NEW PLANTING - 5EE 5HT L-I TO GOMMENGING ANY WOiZK. 4 I I � � � II -V � �» � �� I I I �� I � 3. GONTRAGTOR TO PREPARE, PAINT, PATGH S REPAIR � �� :�_-_ � � �- - - - -- - - - - � L - f � t ALL EXI5TIN6 GONSTRUGTION (INGLUDIN6 BUT NOT I - - - - - - - - - - - - - - - - - - - LIMITED TO DEMOLITION OF EXISTING FINISH I —� i 2 MATERIALS) TO AGGEPf NEW GONSIRUGTION WHERE ( q 5 APPLIGABLE. � ( NEW STONE VEN�R AT 4. VERIFY W/OWNEi2 BEFORE DISPOSAL OF ANY WINDOW � EXISTING WALL - SEE NORTH pR ITEMS T+iAT GOULD SE SALVA6ED �OR 12L3/5E. � ELEVATION I � GENERAL GONSTRUGTION NOTES: � I . EXISTIN6 GONDITIONS INFORMATION TAKEN FROM DRAWIN65 TITLED "FIRSTBANK OF VAIL REMODEL, VAIL, GOLORADO" DATED l/b/1990, DRAWN BY � SNOWDON HOPKINS ARGHITEGTS AND DRAWIN65 NEW GOPPER FLOWER $OX - �SEE EXISTIN6 DRAWINGS FOR SEE ELEVATIONS TITLED "BANK OF VAIL", VAIL, GOLOi2AD0" DATED INTERIOR WFORMATIDN - 5� � b/I5/1972, DiZAWN BY TANI6UGHI A550GIATES. i NOTE �I � I � � STONE VENEER d GAP 2• A1-1- V�RK V'�ILL BE GOMPLEI"ED IN AGGORDANGE WITH 1 � I � BUILDING UNDER T++E LATEST ADOPTED EDITIONS OF THE 2003 S I � PLANTER INTERNATIONAL BUILDING CADE, 2003 INTERNATIONAL I RE� IDENTIAL GODE, �003 INTERNATIONAL MEGHANIGAL � i � GODE, 2003 INTERNATIONAL RIEL GAS GODE, 2003 INTERNATIONAL PLUMBIN6 GODE, 2003 INTERNATION,4L ( ENER6Y GONSERVATION GODE AND 2002 NATIONAL � ELEGTRIGAL GOLJE .4ND TOWN OF VAIL Bl11LDING AND � ZONIN6 DEPARTMENT GODES AND REGULRTIONS. vy ( 3. VERIPY EXISTING DIMENSIONS IN PIELD, NOTIFY OWNER OF ANY DISGREPANUES. NEW STONE VENEER WAINSGOT w/3" 4. AFTER ExGAVATION AND SEFORE ANY GONGRETE � SLOPED SANDSTONE GAP m EXISTING YVORK VERIFY RLL EXISTING FOUNDATION EXISTING PLANTIN6 TO WINDOW SILL kEI6HT TO b" BELOW NEIN NEW PLANTING - SEE GONDITIONS, WALL SIZES AND FOOTIN6 ELEVATIONS - i2EMAIN - 5� SHT L-I VERIFY w/STRUGTURAL ENGINEER THAT ALL LANDSGAPE PLAN GRADE -REMOVE AND/OR PATGH EXISTIN6 STUGGO AS NEGESSARY GONNEGTIONS OF NEW GON57RUGTION TO OLD WILL WORK AS DET,4ILED. 5. THE GONTRAGTOR IS TO VERIPI' ALL DIMENSIONS AND NOTIFY THE ARGHITEGT OF ANY PORTION OF EXISTING ; DISGI2EPANGIES BETWEEN THE Al2GHITEGTUR.4L, SITE WALL TO i2EMAIN r I ' STRUGTURAL AND EXISTIN6 PLANS. ■ . . . . . • � 5 _ _ _ _ _ _ _ _ _ 6. AREAS OF GONFLIGT OR DISGREPANUES MUST BE �asi/ sicc� — FULLY RESOLVED BEFORE CANSTRUGTION GONTINUES KEEP EXISTING 6RADE GR�DE 6rznDE v SLOPE GRADE TO ENTRY . 4'-0' � PA R ELEVATION IN Ti-IOSE AREAS. ELEVATION THIS AREA � � I � LANDSGAPE PLRN �7 7. ALL PLRN DIMENSIONS ARE TO FAGE OF WOOD OR - - I GONGRETE UNLESS OTHERWISE NOIFD. - EXTEND EXISTING STAND PIPE g. SLOPE 6RADE AWAY Fi20M BUILDIN6 RT NEYV � �T.O. PAVERS TO E LINE OF EXISTING II ATTAGi-I NEYV I-I/2 " m PIPE 3 LANDxAPE. � J PLANTIN6 TO REMAIN RAIL GUARDRAIL (42' A 5 DOOR I/THREASHOL �L� I q, �LETED �~ � - SEE LANDSGAPE PLAN EXISTING HANDRAIL � I RBOVE GRADE) TO � REMOVE PORTION OF EXISTING EXISTIN6 GONG E STUGGO 2 �A� I � �LL FIN WALL - 5� ELEVATIONS Q STOP GUT OF 51TE WAt_L � 4' � 5EE SHT L-I FOR EDGE 10. S� THE SITE PLAN, SFiEET LI , FOR NEW LANIJ��GAPE > O � EXISTIN6 GARR6E � �/SLOPE 6RADE TO RDD 3" SANDSTONE OF PAVIN6 AND ED6E OF NEW PAVIN6 - INPOIZMATION. O Q WRLL LINE j PAVER ELEVATION 5� GRP � EXISTING WALLS BOULDERS 5� SITE PLAN I LANDSGAPE PLAN �� AT STAIR I � � � � I UNDER6RSOUND TO OUT P LLAR FRAM N6AVD�NEW O � � � WALL AT 6ARAGE � � STONE VENEER w/SLOPED � � O O � ��.y =v��- - � ; � PARKING TO REMAIN i � SANDSTONE GAP � ENTRY ; PILLARS - - - - - - - - - - - - - - - - _" - - � REMO�/E PORTION OF � N � / ; � EXISTING SITE WALL Q O J O - �- � ' LEGEND M U , - , � BOULDERS PLAGED WHERE — � � � � 6ARAGE STRUGTURE IS � ;p � = ;- = ABOVE ExIST WALKW,4Y W Q � � {� I� i , % � GRftDE - S - - � � � � I � , ; - /" � z . � . z . z z STONE VENEER � � � � � I� � �� / 5� SHT Lt�W PAV I NG � /� � I I ` i� � Y � i� � i� O O I � I i� � I ` � W � � � - I _ I NEW GONSTRUGTION SGALE: I/8" = I '-0" NORTH � H EXISTIN6 TO BE REMOVED � � � � � - - - - - � W N a o � w ' o a EXISTIN6 GONSTRUGTION TO � � p REMAIN L � W O a � N � � N � � � W Z � v� � a � �� o � A1 U orn N � a N !� ,� � �y � •, � � � L U � Q � C Y Q. O = ao � � C � (� °o 0 C � -°o O M `�° � x ° � mU C O �� (A a > � - - - - - - - - - - - - -, � - - DEMOLITION NOTES: � �= I I I 0� '\' 10� I I I . AT JOB SITE VERIFY ALL EXISTING GONDITIONS .. '�i I � � BGOORDINATE w/ARGHITEGT AND STRUG TTURAL � � y ? � Cn � C� �+ � Q Z � Q � I I EN6INEER RE6ARDING ANY DISGREPANUES FROM Q - � � i � THESE PLANS. U �, W � „r p I � 2 LOGAT ONS�AND GO I I�TIO SLON TFIE J06 SITE PRIOR J� m 2� I TO GOMMENGIN6 ANY WORK. �b .~_ 4�G� II 3. GONTRAGTOR TO PREPAf2E, PAINT, PATGH b REPAIR ALL EXISTIN6 CANSTRUGTION (INGLUDING HUT NOT LIMITED TO DEMOLITION OF EXISTING FINISH MATERIALS) TO AGGEPT NEW GONSTRUGTION WhIERE — APPLIGABLE. 4. VERIFY W/OWNER BEFORE DISPOSAL OF ANY WINDOW OR ITEMS T4iAT GOULD BE SALVA6ED FOR REUSE. 6�NER/kL GONSTRUGTION NOTES: I. EXISTING GONDITIONS INFORMATIDN TAKEN FROM DRAWIN65 TITLED "FIRSTBANK OF VAIL REMODEL, �SEE EXISTING DRAWINGS FOR VAIL, GOLORADO" DATED l/b/IGGO, DRAWN BY INTERIOR INFORMATION - S� SNOWDON HOPKINS ARGf-IITEGTS AND DRAWINGS NOTE #I � TITLED "BANK OF VAIL", VRIL, GOL012AD0" DATED b/IS/Iq72, DRAWN BY TANI6UGHI A550GIRTES. NEW GOPPER FLOWER BOX - � SEE ELEVATIONS 2. ALL WORK WILL BE GOMPLETED IN AGGORDANGE WITH I THE LP�TEST ADOPTED EDITIONS OF THE 2003 INTERNATIONRL BUILDING GODE, 2003 INTERNATIONAL RESIDENTIAL GODE, 2003 INTERNATIONAL MEGHANIGAL GODE, 2003 INTERNATIONAL R1EL GAS GODE, 2003 INTERNRTIONAL PLUMBING CADE, 2003 INTEfZNATIONAL ENER6Y GONSERVATION GODE AND 2002 NATIONRL ELEGTRIGAL GODE AND TOWN OF VAIL HUILDING AND ZONING DEPARTMENT GODES AND REGULATIONS. � 3. VERIFY EXI5TIN6 DIMENSIONS IN FIELD, NOTIFY OWNER OF ANY DISGREPANUES. 4. AFTER EXGAVATION AND BEFORE ANY GONGRETE WORK VERIFY ALL EXISTIN6 FOUNDATION GONDITIONS, WRLL SIZES AND �OOTING ELEVATIDNS - -- VERIFY w/SIRUGTURRL ENGINEER THAT ALL GONNEGTIONS OF NEW GONSTRUGTION TO OLD WILL WORK AS DETAILED. 5. THE GONTRAGTOR IS TO VERIFY ALL DIMENSIONS AND NOTIFY THE ARGHITEGT OF ANY DISGREPANGIES BETW�N THE ARGHITEGTURAL, I STRUG'NRAL AND EXISTING PLANS. � r � � � I � A 6 6. AREAS OF CANFLIGT OR DISGREPANUES MUST BE _ _ . WLLY RESOLVED BEFORE CANSTRUGTION GONTINUES IN THOSE AREAS. II n REMOVE PORTION OF �. ALL PLAN DIMENSIONS ARE TD FAGE OF WOOD Oi2 NEW GOPPER FLOWER BOX �� EXISTING FIN WRLL BELOW GONGRETE UNLE55 OTHERWISE NOTED. � - SEE ELEVATIONS - -- - - 8. SLOPE GRADE AWHY FROM BUILDIN6 AT NEW J LANDSGAPE. � GOPPER GRNOPY � ENTRY NEW GOPPER FLON�R BOX � � NOT SHOWN FOR GLARIIY 5� ROOF PLAN 6 � q. DELETED ELEVATIONS FOR NEW ROOF � O O � FJCISTING STAIR NEW 3" SLOPED SANDTONE GAP AT NEW STONE VENEER 10. SEE THE SITE PLAN, SHEET LI, FOR NEW LRNDSGAPE � Q SLOPED GOPf'ER ROOF AT � r'ILLARS IN�ORMATION. � BOTTOM OF STP.IR WINDOW � TO i2EMAIN, RE-PATINA O W � � � O O UP �' � R 1. �� 1. � � OOR P � � N � Q O � O sc� e: va° = i �-o' NORTFi LEGEND m � � C.� � � � > Q NEW GONSTRUGTION � ` � W r / �_ _ _ _ _ _ � EXISTIN6 TO BE REMOVED ln � O ~ EXISTING GONSTRUGTION TO N a O �' REMAIN � � a O ' � � a W � N � � N �° W Z � v�i � � N N O � �, A2 U orn N V a N I� � � V � � � L U L Q � � � � Q 0 2 � 'a � c .- co °� 0 C � -°o O M m � x ° om° c,�� c o �� (A a > �� ROOFNOT�S O O O — - - - - - - - — -� 1 �3'�% I . EXISTING GONDITIONS INFORMATION TAKEN FROM �: DRAWIN65 TITLED "FIRST$ANK OF VAIL REMODEL, '�� -�J � � �r- ' VAIL, GOLORADO" DATED 7/6/1a90, DRAWN BY I `� "� cL T r. � TNTLEDOBANOKPOIF VALG VAILTGOLNORADO' IDATED U � � � y� � b/IS/19'T2, DRANW BY T,4NIGUGV+1 ASSOGIATES. ��1� . � -> ��°,'1C ' v, • �_� G .� 2. ALL ROOF OVERl +AN6 DIMEN510N5 FROM FAGE O� � � � � � � �-:,,� r�� WALL TO END OF STRUGTURAL ROO� RAFTER, UNLE55 I � I �:""� � OT++EW^lISE NOTEI�. 3. ALL NEW ROOF MATERIAL TO BE FIRE RETARDANT I I GEDRR SHAKES TO MATG+i EXI5TIN6. 4. AT NEW DOf2MER OVER STAIRS PROVIDE FULL � I GOVERA6E BITUMEN MEMBRANE w/ DOUBLE GOVERAGE AT VALLEI'S UP 3' ON BOTH SIDES I I 5. ALL VALLEY AND ERVE FLASHING TO MATGH EXISTING. I I b. ALL NEW ROOF PITGHES TO MATGH EXISTIN6 PITGH. I I "1. PROVIDE 50FFIT AND EAVE VENT AT NEW ROOF. 8. REPLAGE EXISTIN6 6UTTERS AND DOWNSPDUfS w/I/2 } I ry LL I EXISTIN6 BAY ROUND C�UTTERS (GOPPEW RND ROUND (GOPf'ET� LL w DOWNSPOUTS. HEAT TAPE w/LAMBS TON6UE � W I � � EXISTING I « > RIDGE EXISTIN6 RID6E � � N � N � � � � � � � � J ,� NEW PITGi-IED ROOF I I BUILT OVER EXISTING I I - � " FLAT ROOF AT STAIR :1 - J _- � ' I I I � _ - RID6E VENT I I � I 4 � I I � � : . i � � � ii �: i� �: i� �� I� - �� ,� � �I �� . MATGH - MATGH �� I I I I � EXISTING EXISTIN �� _ �- �-�,� � � �� i��; 4 - - - � � - - - - - - � � � � � � � ,; � � � � � r � �. -r - � �- �, A b �_� -[; -.� 1 j I � '} � r � I 1 1 1 � - �� . �] u t i , _ . .. i�,, �_- .�� 9 p *,. L , , , J � = , �" a � �I J Q — - _ _ i _ W f`! - � � 3'-0" 3'-0' RE-PATINA EXISTING � O O GOPPER ROOF ,4ND TRIM � ■ C � Ii C � RE-PATINA EXISTIN6 O GOPPER ROOF BELOW LEGEND � � Z � � � ROO � P � � l�l � , �� ; ��, __ QM O � O NEW ROOF - MATGH EXISTING r��.�.--,�� W � ♦ SGALE: I/8" = I '-O' NORTH � V W a ' EXISTIN6 ROOF TO REM,41N � - � � ti Q LL W � � � � o � � � N W o � a � w � o a o ' � � w � N a � N � � � W Z � v� � n � �� A3 i � U N � NEW 3" 5ANp5TONE GAP j a N ^ (SLOPED) ON I I/2"t y�RT FLAT ��Nw `^�.v�M� � � SANSTONE SL.4B TRIM ON 3" a � � � SANDSTONE GAP ON STONE I � �. � VENEER o W,q�L FAGE � � � n I LL I � r�w co�z coveRm � U �LOV�R gpX�S ` I Q • N � � Y MA I N LE�/EL - -- � I � Q � T.O. FINISH FLOC7R L � EL. I12 '-q 5/8" - - - = ao - — --- � �n _ - - - — — - - - � � -- _ _ - I - -- - - - - - - - - - - , � o NEW 3" SANDSTONE GAP � � � (SLOPED) ON STONE VEN�R O M � (ASHLAR PATTERt� _ � � � I -5' �G O O MAIN LEVEL ,- ° - - � � � mU � T.O. FINISH PLOOR i - V � ��_ - C O = � � i -1 ' 1 1[ - _ ` 11 EL. 100 -O' - - - _ - - - - ` _ _II -= - V �f - � a > --- - � - - - -- I - - _ _ � _ � :� - - - - - e,-0� - - -- - - - - - - - _ J, _� _ REP'IOVE EXISTIN6, DEGK, , �:.,�' ,( �-,� - - - R.41L AND STAIR J ��NE OF NEW FOUNDATION AT v� � �� ENTRY S� STRUG7URAL � > > VJ � �.� NEW GONGRETE STEPS f7" MAX RISE�tS � - - - - �� Q Z (� � WEST �L �Y,4TION � �� AND II " TREADS) qND LANDIN6 i � � i , � P- w/SNOWMELT - TIE INTO Exlb'fIN6- - � , ;� � ,� - - -- .. . € � , c . SGALE: I/8" = I '-0" STRUG7l1RE I ��` �`• T� !�� P d , �C�42" HIGH t�y� p�pE RqIL - SIM 3/a5 �_ WITH SEPARATE HANDR,41L m 34" 70 38" r� `��'i.,�yr- ,.� �pV£ TNE TRED NOSIN6 . I AS � N�W ROO� GONSTRUGTION � � FIRE RETA�RpANT GLA55 B GEDAR SHAIGES ON FULL GOVERA6E SELF ADHESIVE WATERPROOF MEMBRANE ON � I ROOF SHEAT+iING ON 2x FRAMIN6. RID6E d SpFFIT VENTS M Tp PROVIDE GONTINUpUS AIRFLOW s � 2 PIEGE 2X FASGIA ��-1 _ '' �.�.-. - �! . �� r �! � - - — — - — — � �� _ � � _ � .�.,-. i � I _ , - � _ , � _� II _ � — - - - - - - - - - - - - - -- - -� - - - BE,RRING - - - - - - - - - — 7 � � � - - - - - - - - - - - - - - - - - - - _ - - - - -- -- - �-�..�._._- _.. .�y .,-,-,-..,... I � � NEW GOPpER FLOV� � ---- _ - - � � BOxES � - - � I �,-0. I - - - - - - _ - --- - - -- -- f�PARIM�NTS 2 - - - -- - - ---� - --- - _ i I A 5 - - - - - - - - - - - - - - - - - - - - - � . RE-PATINA EXI5TIN6 - - -- i -_ - -' - .- - � I --�-�ST BANK - - - - - - - � � GOPPER ROOF d TRI - - - - - - - - . - - - - -�� -- - � � —�- - - - - - - - _ _ 1••�-v � � '- - - � � NEW 3" SANDSTONE GAP NEYV SLOPED SANDSTONE � (SLOPED) ON I I/2"t �RT FLRT 'I GAP � NEW GOPPER GpyEREp I- - _ _ � Fr, I � SANSTONE 5L,4B T21M ON 3" • � PLOI^�12 $p�y - - � - ' _ ' SANDSTONE GRP ON STONE " - - - - - - - - -.C�LN_LEVEL REMOVE EXISTIN6 FIN WA - - - - i = � i i I VENEER � WALL FAGE - - - � - - -- - - . _ - PATGH d REPAIR - � - - I - - -- -- - - , � � -- --- - -- .. _ _ - - - � T.0�1T�I� I = . � I - i I - NEW 3" SANDSTONE GAP - - - -- � } EL. 100'-O" - - _ _ � _ - � - � - - _ vE I REMOVE EXISTIN6 FURRED � . _ . , - � _ _• . _ .._. _ . ._ . - _ . .. . . - - -- _ —�' �" i . � - `- i (SLOPED) ON STONE NP�R (ASHLAf2 PA�� ._ - -� - . _ � _ �� i OUT PILLAR FRAMING i - - _ - _ LAGE w/STONE VENEER � REMOVE PORTION OF EXISTNG I � STONE SILL m EX�STING WINDpVyS � 50UT� �L � V,4T1 ON SITE WALL - SEE PLAN EXTEND EXISTING �'�•`•�••_�~�• ,' �� ",_ � STANDPIPE I �,�: ��8�� _ , �-0�� NORT�i � L�V,4T101� SGALE: I/8" = I '-O" NOTES: NEW ROO� GONSTRUGTION � I. EXISTING GONDITIONS INFORMATION TAKEN �ROM � �RE RETARpANT GEDAR GLA55 B SHAKES ON R1LL I DRAWIN65 TITLED "FIRSTB,4NK OF VAIL REMpDE�, � W GOVERqGE c�F p,p�� .��R�� N� ON VAIL, GOLORADO" DATED 'f/b/IqqO, DRltWN BY �� ROOF SWEATHING ON 2x FRAMING. RIDGE d yp�IT VENTS SNOWpON V�jpKINS ARG}iITEGTS ANp DR,4WING5 4 Q TO PROVIDE GONTINUpUS AIRFLOW TITLED "BANK OF VAIL ", VAIL, GOLORADO" DATED 6/IS/Iq�2, DRAWN BY TANI6UGHI ASSOGIA7E5. > O O INFILL WALL - NEW STUGGO I � Q TO MATGH ExISTI 2. ALL OVERHANG DIMENSIONS RRE �ROM FAGE pF � WALL TO END OF ST12UG7U12f�L_ ROOF p,P,FTER�i, UNO. � 2 PIEGE 2X FASGIA 3. REPLAGE EXISTING C�U7'fEl�S RND DOWNSpOUTS w/�/2 O /W�/ � '-0' ROUND GUTTERS (GOPPEW AND ROUNp (GpppEf� � L,L� Q O 3'-0' DOWNSPO�JTS. F}EAT TAPE w/LAMSS TONGUE �/ O � � 4ii.� 4. SEE SHEET ,42 FOR pEMOLITIDN AND GENERAL � � � ;t.n .,. � GONSTRUGTION NOTES. �.< �4-. ---� - - . :tg .4 -- r�w co�� covE� m � J , FLOWER BpXEg 5. SEE SHEET R4 FOR ROOF Np7g5, � ♦ ♦ - - -_ REPATINA I i -- - - - � � ♦ r � � - - - - — — - - - _ - - - - - --- BEARING ♦/� W Q ; i I f � r i r � - - _ L�G�ND: v� � > �.� ` EXISTIN6 SLOPED � I i �f �� I� - � �� ` GpP� �� T.O. GAP AT NEW p�,AN7ER q SILL � V - --- - - - - _ - - - - _ ° - - - OF EXISTING WINDOW � ^ � � - -- -' ° - - - ° - - - -- - - - - - I -- _ _ _ - - - - - - � - - - - - - - - - - - - -- - - � STONE VENEER �• RE-PATINA EXIST GOPPEi2 - _ - - - - - - - '--- - - - - - - - - _� APARTMENTS � ROOF S 'fRIM - - - - - - - - - - -_ 3 - - - REMOVE FIN WA� - S711GG0 O � A5 � - - - ' TO MATGH EXISTING O WALL `'�711GG0 Tp MATGH EXISTING � I I _ o EXPOSED FAGE OF EXIST _ _ - �:: ; •...� :..,,,, .w.�: N � � � 51TEWALL r - - - - - - - i lr � <-.^_., .�,;= . ._ .c:;`. w � - - - - -- - - - _ . ,.� _ _ . _ ,. . 3" SANDSTON£ GAP (SLOPED) , c.,:'��_'�. �.=';=t•� ST�1GG0 - :. .. -:_ .�. :'�- M � - � ��- �-- ON STONE VENEER (ASHLP.R � >'�.�;- ATGH EXISTING � -� - - -- -- - - -- - - - -- - - - - - -- - - - - � . . J .: �sY. ... ,- O ° � - - -- - �._ �- - -� �-- -- ' . ' ' W ._ ,. :. �._ s, ;' � �f - - - - - - - - -- - c- _ { PAITERN) O � - - - - -- - ; O ' 0 REMOVE EXISTING 51TE WALL_ - -- _ - - - - - - L � `� LAND�'�GqpE pLAN 3" 5AND5TONE GAP (SLOPED) ON yTO� VENEER o . � - - - � T.O. PINISH FLOOR N N a � ADD METAL C�UARDRq�� w�- FAGE o 51LL OF EXIST WINDOW � EL. 100'-O' - �� ? N � � �42 �� A60VE GRApE) AT STONE VEt�ER AT WA�� FAGE � I I 1 �' �' � NEW ROOF - � � T � I MATGH EXISTIN6 Z N y EXISTIN6 STAIR WP,�L (HIDDEN BY SITE WqL�) _ � pLAN � - - � O Q � �� ST �L�Y,4T1 ON �'�TION OF EXISTIN6 SITE W,qLl � STAIRS NEW SLOPED 5AND5TONE GAP TO GARAC�E TO REMAIN - 5EE PLAN _ _ _ I _ _ _ j EXISTINC7 TO SGAI F: I/A" = I '-D" ADD 3' SANpSTONE GAP (SLOPED) AT SITE REMOVE EXISTIN6 FURRED pUT � BE iZEMOVED WALL TO REMAIN - 5� PLAN P�LLAR FRqMING d REpLAGE A � w/STONE VENEER GOPPER FLASHING - KERF INTO EXISTING U N � ST11GG0 a N r \\ � � � 3" SLOPE'D 5{tNDSTONE GAP +-+ v, �X 3" SRNDSTONE SLAB VENEER � rc; �'�' � u- L U L 3" SLOPED SRNDSTONE GRP � Q ��'; \ �\: • STON£ VEN�R � ' ��:� C �� WATERPRODFING ON EXISTING 5 ��. � Q �� n O 0 �. Q < _ U � � Ml"L ANGLE RE: STRllGT � � � (�D �� ' ° � � o 0 k � � � ��: $ '�1�` O cM `L° � x _° �:� 0 m° U � �� C O •� �� (!) a > � �� \\V � �� - . � � � � � � � . � -. A � - - _ � �� , = �I �il � I- � ��' � �:>> .,,�, `_, _ . � , _ � , - , � � ry �� - � 4� .... � . U � _? ..� .r_ z— ` � •� u. 2 c- ; � � � � `-� �� ` / g � �(.'� .' PROTEGTION SOARD OVER MIRADRAW ` tl�• I'`-�� ' ��1 lI OVER WATERPROOFING � �`''" � _a....�.°""'6 WATERPROOFING ON EXISTING STUGGO - EXTEND WP TO EXISTING FOUNDRTION WATERPROOFING EXISTING MASONRY WALL AND I FOUNDATION GONSTRUGTIOhI TO i2EMAIN I I n -v 2 1� � T� I L � 1�L �NT� R � W�LL �� N� �R A'S SGALE� 3/4" = I '-O" I . NEW ROO� GONSTRUGTION FIRE RETARDANT GLA55 B GEDAR SFfAKES ON R1LL GOVERAGE SELF ADHESIVE WATERPROOF MEMBRAN£ ON ROOF S++EATHING ON 2x FRAMING. RIDGE S 50FFIT VENTS TO PROVIDE GONTINUOUS AIRFLOW REMOVE EXISTIN6 ROOF MATERIAL A5 REQUIRED - VEl?IFY NEW PLATES ATTAGHED TO EXI5TIN6 ROO�/WALL - RE: STRUGTURAL RIPP AS NEGE55ARY �OR LEVEL I-I/2" GALVANIZED PIPE RAIL GUARDR,RIL BEARIN6 EXIST i200F SOFFIT TO MATGH EXISTIN6 I-I/2" 6RLVANIZED PIPE RAIL UPRIGHT5 - SHEAT}-IING J 5 71'P. 5� PLAN FOR SPAGING � W 2 PIEGE 2X FASGIA - Q 3'-0' I � 3 " MATGH EXIST SOPFIT DEPTH � / O O NEW 3" SLOPED S A N D S T O N E G A P O N ORI6INAL BANK BUILDING - VERIFY � Q EXISTING GONG WALL � IEXISTIN6 WINDOWS TO REMAIN O W � � I/4" G A L V A N I Z E D P L A T E B O L T E D T O � Q m EXISTING GONG WALL � I � Y EXISTIN6 WALL, STAIR, RND FLOOR G O N S T R U G T I O N T O R E M A I N. Z �/ O O � LL a � E�XIS-LING SlUGGO ON EXISTIN6 CANG M�ETIN6 ROOM _ _ _ _ � -- -- -- - Q O J O ,,�-�- - � ��,�� _ m � _ C� - - _ - t!� ` J " I I I , + -.� (4) - I/2" EPDXY ANGHORS INTO EXI5TIN6 � / -�� I � � • • — • • GONGRETE GONG WALL � _ •. �•' o _ � ti Q � o .� I/4" PLATE - GALVANIZED � � � � o � � j I-I/2" PIPE RAIL V�LDED TO PLATE - • — 6RLVANIZED � H • 8m • � � � H N W O � a � w MP.IN LEVEL � O d T.O. FINISH FLOOR O � � V— EL. 100�_0�� - _ _ _ � N a � N � � � W Z � v� � � @ �� 3 I7 � T�r I L C� GU ,�RI� R� I L , S� GT I Ohl C� N� W I�ORN�� 1� � � � A5 A 5 � SGAL�: 3/4" = I '-O" SGALE� I/4" = I '-O" _ - - - - � , . . � � �. � SITE LIGHTING KEY PLANT SCHEDULE U N � � \ a N �; L 1 Bollard Lights (6) to replace 6 existing bollards in current locations: Qty, Botanical Name Common Name $1Z@ � � � TEKA Cone-Top Bollard, #BCT-2516 BP � � �X Copper w/ weathered patina finish, ao° high Tr20$ Populus tremu/oides Quaking Aspen 10 @ 2-1 /2" to 3" � � a 60W A19 incandescent lamp or Osram Sylvania 52W halogen lamp •"= °� LL 10 multi-stem clumps � � L2 Wall-Washer Lights (3) at north wall in planting strip along parking lot: 3 PiCea pu�lUens Colorado Blue Spruce 1@ 12' ; 1@ 15'; 1@ 18-20' Q \ B-K Lighting, Yosemite Series ground-mounted wall wash flood , #YO-4VW-82—BZW-9—[no baffleJ-CV-HP 70-120 Shrubs 5 gal. except where noted ' 70W metal halide lamp (82), bronze finish (BZVV), clear lens (9), cut-off 7 ACer ginnala 'F/ame' Flame Amur Maple #7 C visor (C�, recessed in-grade ballast (HP 70-120) 9 Aronia me/anocarpa 'Iroquois Beaufy' DwarF Black Chokeberry Q L3 Landscape Lighting (4) in new aspen groves along sidewalk in front of 4 Betu/a g/andu/osa Bog Birch p � building: B-K Lighting, Yosemite Series ground-mounted wall wash 5 Cofoneaster divaricatus Spreading Cotoneaster 2 / \ A flood #YaFL-8� -BZW-�I1 -HP 35-120 8 Mahonia aquifolium compacta Compact Oregon Grape Holly -� � 35W metal hafide lamp (81 ), bronze fi�ish (BZVV) clear lens (9), 2 Pinus mugo 'Big Tuna' Big Tuna Mugo Pine � � / honeycomb baffle shielding (11 ), recessed in-grade baliast (HP 35-120) 4 PinuS mUgo 'SlowmOUnd' SloWmound Mugo Pine ° o � _ 6 Ribes a/pinum 'Green Mound' Green Mound Currant p � � �jC. � L4 Wall-Mounted Luminaires (2) to replace high-pressure sodium wall- 16 Spiraea nipponiCa 'Snowmound' Snowmound Spirea 3 0 0 � ■ packs at rear entries: TEKA Surface Mount Luminaire #CSM-6316 BP 6 SymphoriCarpos x doorenbosii Marlene Pink Snowberry � m U � G ��F EK '(, A�G PAD ■ Copper with weathered patina f inish 6 Syrinpa meyen 'Palibin' Dwart Korean Lilac c O •� p��!f 'r� � 75W A19 incandescent lamp or Osram Sylvania 72W halogen lamp 73 (n d � i '� .� �W��ULL \ E�cG �OrIG. WALK i � � -�ry� �r�p�,p,,�Ed EX G� �`{,�(�. Perennials Mixed flowering perennials - east side beds \ � E�c, Sweet Woodruff and Ajuqa - west and north side beds x . 0 i . - � K�/ Q U ?-� L � \ �I� /�^ , 1 \ F �v � � � ` � �� `��A�.-LT� �� . ; �k EX. �W ��W �f�i ' 1�`T ��+1" � (?7 �� \ e � NOTES OU � � E � � . �jc. CV��FY ��f�� fhl FIEt�f'7 , l.A�-I(��C� �2 (� � � �HR-I"��OI.T� o � N � $ � ° / */ � � ��y , G� �y� 1 . Prior to commencing work, Landscape Contractor shall review existing � w o as° h � ` ' \ ' � . ., ' � • � �? riV� KT iIC/. D�ME�/T a �nDOOE j '� � � � _ landscaping with Landscape Architect to tag all trees and shrubs to be 2 Q � o m ,� Ua � � '� �K• / = � � retained and protected and to clearly identify those to be removed. W o o � ° a � � J � .� 2 �IGTUrIA, MUC�D qrl�. ' ' � J ' 1 � 2. O m a m e n t a l b o u l d e r s i n d i c a t e d o n t h e p l a n a r e t o b e s p e c i m e n � g o < ° ° � ,, � : . • ' jJ. . _ \ . x. • a > rnrn � i fi "�:4• � �,.�1� �r� °` , granite river boulders; Landscape Architect to approve l ��i EX� ' � ! • � . J/ G ' ��N � �I ivWrvri�`F selection and placement. � b�l.l��f7 LIl�I-�'r •> . ;,, , ;, J . .. . / . . , „ � � �y�.� � � 1 � " . 3. Modifications may be needed to the existing irrigation system; Landscape � Tr✓� �( �j �(��E�E � � ' ' j • ' `�• CoMractor shall coordinate with Owners representative. � /� � � ` ` � Y L� • � � � `G�EEN M0�1Np' (� �Z�?�� '�' \ \ 4. Prior to digging planting pits, Landscape Contractor shall stake locations � � \ for a�i new trees and shrubs for a rovai b Landsca e Architect. i � - � � ` �c �' W r� G�1 �1 �1.L S�car�tP-�T OF�tao►J �x. 4' �4�F� hI (Z�/2 " ) PP Y P � __ / � � ` y \ / 5. Landscape Contractor is responsible for verifying the Iocation of alI � ` Gix Gi (�� C%�'� �,� underground utility lines. Should existing lines conflict with new trees � � � � � shown on the plan, Contractor shall notify Owner and Landscape / � ` � �-�,� '��`�� Architect. i � � / �� ,,, � I . . � . . � �1`'f/�r� � �� / � ;� _.- � � � � / 6. All planting pits shall be backfilled with a mixture of one paR compost and , � � R DGE� <�IoW t7UMP �NE� � ` � , � �,; r A two parts topsoil. � � - ` i27'i2 / �j `; ` .` "� � .�< ,� 7. All herbaceous planting beds shall be amended with well rotted V 1100' � IMIN LVLJ ��;� V � �,��'�� . .� � �, ; % � ,� / � �,. � \ manure/compost mi�ure (one cubic yard compost per 350 sq.ft.) and / ��: � � � tilled into rock-free topsoil to a minimum depth of 6". TO �r`�Ip! ry � �� "` , / � ` � " �� ,,��✓�, -,, 8. All herbaceous planting beds shall be top-dressed with 1 " of extra-fine � �Y'� ` � >. . � r�. �.,r , shredded hardwood bark muich. Ai� shrub beds and tree weils shail /J .fi� / � � \ � � � ` �1D6�N6 �� " �/� /�> � receive a minimum 3' of extra-fine shredded hardwood bark mulch. � � ' � � �'"` � ' '' �.��, I � / � ` � � po�o48r-wiN Lw ,��.y� \ � ��, ; r 9. New paver surtaces are to maintain existing slope for positive drainage � � / � '�I.oWMDUrI r� M U VD A t�� ' � � awa from bui�din ° � ( � � � �� ,� �� ,. � � y g (minimum 1/8" per foot, or 2 /oj. > >' � aJ' �.- �. � � / �R p� � � ` � �� , �� % 10. Existing sidewalk snowmelt system will be modified to include expanded / �( ` / 124.I2' � G • t�W� 1�F I�I¢F�M I, i �AC.\ � �` . `' ,� 1� . ; paving areas. • lioo� = r-v.� l.vU � , � ,l` . ''4 /� � � / � ' �� . �uE ��T }�(� �% ��'� '?,O� , l` � �/ � ,?\? 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