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Home My WebLink AboutVAIL VILLAGE WEST FILING 2 LOT 2 & 3.pdf -- - - - _ - - -- � - �. � I F�6� ��Mf1� I 6FJ�NJ I ( Y�1INDOW SGHEDULE � ��°��°�`�� ROJ � GT : � Idrete Ghale � Rernodel � � � MARK LOGI.TION SIZE (W X H ) REMARKS TYPE HIN6E (FROM EXTFU QUA}l ��G. WALLb MARK 1 • 1 Ob BeQroom 3'-O' X 4'-O Picture Fixed 1 5outh 1 ■ ■ � 2 % 706Bedroom �'- b' X3'-b' (2) EgresaUnit Gasement Left/Right t riest � p 3 • 1 OS SeQroom 2'- 6' X 3'-b' Egress Unit Gasement Left 1 West 3 rA. DOX S � 1 1 1 4 • 1 OS Bedroom �'-O' X �'-6' Gasement Left 1 North 4 � 1 5 � 104 Bathroom 2'-D' X 2'- b" Gasemeni Left t North 5 V�L. �LORADO L O G � I O 1 7 • �,,. D �j 2 � L O tj 3 6 + 1 O'7 Living Area 3'-O' X 3'-b' (2) Gasemert Left/Right 1 South 6 a 1668 1 • 7 01 Kitchen 2'- 6' X 3'-O' GaSement Left 1 5outh � 8 •202 BeQroom 9'-O" X 4'-O' !2) Gasement Left/Right 1 5outh 8 ■ Y a i I � i I I a g e � e 5 t 9 � � 0� 6eQroom 3'-O' X 3'-6' (2) Gasement Left/Right 1 Yvest 9 (9 � O) ba '7 96D0 1 O •203 Bedroom 3'-O" X 3'-6` (2) Egress Unit Gasement Left/Right 1 West 1 O 6ROU5L' GRL'EK GENTER � � � //1 1 2 Pasgage 2'-O' X 2'-6' Gasement Left 1 North � � �"�NT�� LOR�D� i I i n g �t o • i. 1 3 �206 Living Area 3'-p' X 4'-O" (2) Gasement Left/Right 1 East 1 3 ■ 1 4 *206 Living Area 3'-O' X 3'-b' (2) Gasement Left/Right 1 South 1 4 ` , • 1 5 • 201 Kitchen 3'-O' X �'-O' Gasement Left 1 5outh 1 5 �� ' �� i � I I , G o I o r a d o 1 6 •301 BeQroom 2'-6" X 3'-6' Egress Unit GaSement Right 1 West 1 6 1 1 •301 BeQroom 2'-b' x 3'-6' Egres9 Unit Gasement Left 1 Wes � 1 '7 1 8 • 206 Living Area �'- 9' X 3'-O' Picture Fixed t East 1 b 1 9 •206 Livin Area 2'- 9' X 3'-O" Picture Fixed 1 East � q g�.�� RG � IT � GT : � L. l�t � fi� G � IT � GTS , in �. � rent � Im , � I � DOOR SGH � DUL � MI.RK LOGATION WIDTH HEI6HT THIGK. TYPE HRDriR rihL.L REMARKS HAND MP.RK 1 • 1 O 1 Kitchen 2'-8' 6'-8' 1 3/4 ` 5G/GL Lockset VFY. WinQow Manufacturer LH 1 �. 0 . � o x � 2 1 1 2 • 106 Bedroom �'- b' b'-8' 1 3/8' SG Passage 3 1 /2' RH � 3 � 106 Be4room 2'-O' PR (2J 6'-8' 1 3/8' 5G Pas'sage 3 7 /�' Bifolds for 4'-O" Opening BIFOLD 9 .�.—_ � .._. _._ • 4 � 1 OS Bedroom 2'-b' 6'-8' 1 3/8" 5G Pa55age 3 1 /2` LH 4 NO'T � a i I G o I o r a d o 5 * 105 Bedroom 2'-O' PR (2) 6'-8' 1 3 /8" 5G Passage 3 1 /2' Bifold5 for 4'-O' Opening SIFOLD 5 / b • 104 Sathroom 2'-b' b'-8' 1 3/H' SG Privacy 3 1 /�' � LH b "1 • 103 Mechanical 2'-2' PR b'-8' 1 3/8' SG/LOUVer Passage 3 1 i�' Vfy. Louver poors LH/RH � I B • 102 Laundry �'-6" b'- 8' 1 3/8' SG Passage 3 1 /�' LH 8 P' 9 Pantry 2'-4" b'-8" 1 3/8" 5G Pa55age 3 1 /2' LH 9 1 O � 1 O � Living Area 2'-8' 6'-8' 1 3/4' SG/GL Lockset VFY. Window Manufacturer LH 1 O - 5 T R U G T U R � L � � � � O 1 ' V v i.. � � � � � � I � �,/ . > > •�02 $eQroom 2'-8' b'-8' 1 3/4' SG/GL Lockset 3 1 /2' riinGow Manufacttrer RH 1 7 1 � •20� Sedroom 2'-8' 6'-8' 1 3/8' SG Privacy 3 1 /�" RH � � � � � ` , /1 1 3 +�204 Sathroom 2'-b' b'-8' 7 3/8' SG Privacy 3 1 /�' RH 1 3 I " � � � • �• O • � O � ■ � � ` 1 5 +203 Bedroom 2'-b' PR (2) 6'-8" 1 3/8' SG GL alssage 9 7 /2' B folQs forr 5' O' Opening BIFOLD 1 5 ��50 DATC� ` ' 1 6 • � 03 BedrOOm 2'-8' 6'-8° 1 3/b' SG Privacy 3 1 /�' RH 1 6 Q _ i M I I , G o I o r a d o � � • 205 Bathroom �'- b' b'-8' 1 3/8' SG Privacy 3 1 /2' RH 1 '7 --- 1 8 ��O 1 Kitchen 2'- 8' pR 6'-8' 1 3/8" 5G Passage 3 1 /2' Bifolds for 2'-8' Opening BIFOLD 1 8 Q 1 9 *204 Bathroom 2'-O' PR (2) b'-8" 1 3/8' SG PaSSage 3 1 /2' Bifold5 for 4'-D' Opening BIFOLD 1 9 � O *204 8athroom 2'-O' VFY. VFY. 6L Passage GL 5hower poor RH 20 � 7 •206 Living Area 3'-O' PR b'-8" 1 3/4' SG/6L LockSet 3 1 /2" Sliding French DoorS - 2 � Q 2 � •206 Living Area 3'-O' 6'-8" 1 3/4' SG/GL Lockset 3 1 /2` Gustom Entry RH 2 � _— 2 9 •301 SeQroom 2'-O' PR !2) 6'-8" 1 3/8` 5G Passage 3 1 /�' Sifolds for 4'-O' Opening SIFOLD 23 Q 24 � 302 Bathroom 2'-6' 6'-8' 1 3/8' SG Privacy 3 1 /2' LH Z4 -- - 25 • 901 Bedroom 2'-8' b'-8' 1 3/8' SG Privacy 3 1 /2` RH 25 � b LanQn 2'-O' VFY. 7 3/8" 5G P85gA e 3 1 /2' RH 26 � I N D EX TO DR ,� Y�l I NG5 GOf�NbULTANTe ,� - O Title, Index A�- 0. 1 Outline Specification, Window � Door Schedule GONSULTANTb�"AMP� A�- 1 5ite Plan A� - � Existing � Proposed Main Level Floor Plans � - 3 Existing � Proposed Upper Level Floor Plans • PRO.�GT, � - 4 Existing � Proposed Lower Level Floor Plans �p�� C�� - 5 Existing d Proposed Elevations � ��9�� Tuwn ut Vau Communlry laot 3 � Lot 9 - 6 �rc ite�tural Details Development V�11 Vllleqe N�le�� plan Du IA � Mezlth Fire ��Q �' � � VAII., C.OLBR�'+15� . �!;arnved O � � r! ❑ Dcr,:ed ;� L� 5- 1 Existing � Proposed Foundation Plans : _ Valid;ty ef Permit - � Existing � Proposed Main Level Framing Plans �F� ;�� ,�, , � � � � � fhe cr,uance r,r gr�nting of 2 perr•:it nr ap�±rov� l of p:a�s antl sne�.it:c;t��ns shall no+ be construcd to hr, a perm�t r:;� . nr ;,� 5 - 3 � Proposed Upper Level Fr f - � � N � � :> � i�� , �-��fi � m� er i;i airy other ord!ia,�r,e of tr'�� juris;Jir,;hi�n. TH2 �^s�,aeca of �� xis ing aming Plans �^::-�,�;,; of, an ��az�� o� ; �� ,e « , :,�, f a �;;:im� ! Uased upon plars, s�ecl5;.ationc �r,d o(her C:,2 shai; m�' p� avent ihe buiiUing o�tici�i from ttierza!ter requirin, �ha 5- 4' Existing � Proposed Roof Framing Plans cnr�eetmn of errors in said plans , specifications anA e�her ��p �g� ;aia " �V � , � � ' _ � l � �� nrF � � DATL � SF\ ;� �� t �iq9 x�u.e� Tawn of Vail �wN gY, �,. �� Q�� ( SHCl.'T NUMBER� �� _ . . _ _.. _ �� _., _ -_ y_ � _- -----_-_ -- -..._. _ _,.,, ._ __ . _ _ _ ._ . . .. _ . _ __ _ _ - - --- -- — -._ �,� ___ _ .�.. _ _� __ ._.. � A�� A��I�� " it4�O�P�P�A�� RLDRETE REMODEL: OUTLINE SPEGIFIGATION � � � DIYI510N 1 : GENERAL REQUIREMENTS DIVI510N l : THERMAL AND M015TURE PROTEGTION DIVI510N 15_ MEGHANIGP.L • ■ , PA. SOX 6 � 1 1 O t 000 6eneral Gondition5 O "f 0 1 O Roofing 1 5050 Mechanfcal e Plumbfng - Rough v^u' �� P�s per the Ownera rec{ue5t the Architect has produced a "builders" verify replacement of roof material8 with Owner (Gedar Shakes). Gontractor to consult with Owner to determine type of heating � set of drawings and specifications. The Architect hotds no liability sy5tem. for changes made by the Owner Quring construction, anQ shall not be O '1 � 00 Insulation �910) Ca '1 W bD0 responsible for the approval of any change5 made by the Owner. The 5ubcontractor to provide all material, labor and incidentai5 to 6feOU5E GREEK G�NTER Arch(tect 5hall not have control or charge of and 5hall not be Exterior walls to be re- in5ulateG with R - 1 9 . install the complete piumb(ng system whether specifically etated or MINTURN, GOLORAaO I'65�70n51b16 fOt" GOn5trUGClOt1 11182115, t11eChOQS, tEGF1111G{UCS, nOC CO RtakB th8 t"CC;UII'8Q IT1CGh8t11Gdl 5y5C6lTI5 GOYI'Ip18CC a11Q ■ 5equence5 or procedures, or for safety precaut(on5 and programs Roof to be re-insulated with R - 38. operational. In connection wlth the pro ject. All interior walls to be insulated for sound All work shall be executed and inspected in accordance with the �� , I � �� Any di5crepancies In the Drawings shall be addreased by the � Uniform Plumb(ng Gode, public utliities, state and local codes and �� I�rchitec� The atructural Plans shall have pre5cedence over the All cracks 1 /2" or wider in floor, winQow or door assembiies 5hall regulatlon5 appl(cable to the traQes affected. 5uch codes, where Architectural Plans with the Discrepancy verified with the receive foam sealant. applicable, shall take preceQence over the5e plana anQ 9TAMr: Arch(tect. specifications. O7 600 flashing t 5heet Metal All work shall comply wlth the Uniform Building Gode ( 1 9 9 1 ) or 5ubcontractor 5hall consult with local utility companies and current aQopteQ code anQ with all local codes and Ordinance5. All fla5hing to be paint-lock unle55 noted otherwi9e. agencie5 anQ shall extenQ dome5tfc water and sanitary sewer. 5erviGe 5hall be installed in strict accordance with rule5 and Verify all dimen5fons prior to starting constructlon. Any Fireplace anA mechanical caps to be paint-lock or Owner approved regulations of these local companies and agencies. Include all fees discrepancfes in the drawing5 shall be adQreSSed by the Architect. materfal. for permit5 anQ connections reiated to this work in base bid. UnlesS noted otherwise, plan dimensions are from face of 5tud 07 9 00 Joint 5ealers 5ecure anQ pay for all permits, fees, taxes, I (cenaes and inspectfon in Gonnection with the mechanicai work. Upon �ompietion of work, Gontractor to verify all 5ervice locations with local munlcipality. All caulking material5 5hall be single component primele5s, non- Gontractor to furni5h the Owner with a certificate of (n5pection and sagging type, gun grade, color to match aQjacent surfaces as close final approval of the local inspection authority. Npr83, as pos5ible utilfzfng atanQarQ colors. Guarantee all materfale and workmanahip for a period of one ( 1 ) year D1VI510N 2: 51TEWORK from time of flnal acceptance. Repair or replace, at no expenae to DIVI510N 8: DOORS t WINDOWS the Owner, all defects due to faulty materials or workman5hip. 02 100 6raQing Excavation, 6ackfilling Foundation Drains 08200 Inierlor poora 1 5400 Plumbing - Fixtures Verify all contour and grading information Architect to be notifled of substant(al changes in the proposeQ grading plan. A�I interlor door s(zea to be verifieA with the Owner. ProviGe Provlde floor Qrains in the Laundry Room b Mechanical Room. manufacturer's guarantee again5t warpage lmin. 2 years). 5ee structural plan note5 for further backfill requirementa. Plumber to size hot water heater baseQ on heating system and size IeEVIS10NS: DATE: OS 600 Exterior poors t Windows of the house. /� All exterior door5 a wincfow5 (unlesa otherwise noted) shall be as The plumbing flxtures to be per the OwnerS 5pecifications. L ' -- - - - O � 900 LanQscap(ng per the Window t Door 5chedule. Window t Door 5chedule are Q provided for approximate s(ze and proportfons only. Each window -- �andscaping to be per slte plan. Manufacturer bidQing on the project to use 5tandard Slzes when 1550o ventilating possible. Window5 to be factory glazeQ with manufacture's stanQard /� — All di5turbed area5 of the site are to be re-vegitated with mix of iow "E" double glazinq Window5 shall conform to h(gh altituQe ProviQe exhaust fan5 in all bath location5. `—' - -- -- - - - native grasae5 anQ wilQflowery. standard5 anQ 5hall be so certifieQ. All plant materials to be backfilled with one part peat-mos5 to two Provide ventilation at kitchen as rec{uired by code. � __ arts to soil or a5 er the 5ubcontractors recommendation5 to Prior to ordering the window / exterior door package, the P P P Ar�hitect shall review the Owners 5election5 with the proposed en5ure plant material5 will live. Door E Window 5�hedule. Df✓1510N 16: ELEGTRIGAL /� _ L� . All deciduous trees to be atakeQ with two eteel "T" 5takes and guyed All operable windows to include screen and weather stripping. -- with » 1 2 gage wire and nylon straps. Window interior5 to be 5tained. 1 605o Electrlcal - Rough � GONSiJLT/►NT: Entry door to be GuStom. Yerify type w(th owner. 5ubcontractor to ProviQe all material, labor and inciQBntala to DIVI510N 3: GONGRETE install the complete eiectrical 5ystem whether specifically stated or PI'OVIQ6 Lel11rJ61'6d 91a55 a5 I'BG{UII"8d by GOd6. t10t t0 �1'Iak6 thE r8C{UIYEd 816Gt1^IG81 5y5LEt115 GOtT1pIEC2 8nd operational. 03 300 Gast-(n-place Goncrete (�ounQation) OB � oo HarQware All work 5hall be executeQ ancl inspected in accordance with the 5ee 5tructural plans, notes and details for all structural concrete All hardware to be as per Owners specifications. National Electrical Gode, public utilities, state and local codes and �,pH�,TANT STAMP: reC{ulrement5. regulations applicable to the trades affected. 5uch coQes, where 088 1 O GIaSS E Glazing applicable, ahall take precedence over these plans and 5pecifications. DIVI510N 5 : METALS Mirror glas5 to be installeG at all vanitiea the width of the base cabinet. 5ubcontractor shall consult with tocal utilfty companies and agencies and shall extenQ the rec{uireQ electri�al service to the 05 100 5tructural Metal Framin re5idence. 5ervfce shall be in5talled in strict accordance with rules 9 5hower door5 to be clear glass with frame ffnf5hed as per OwnerS and regulations of these Iocai companiea and agencies. Include all 5pecificat(on5. fees for ermits anQ connections related to this work in ba5e bid. See 5tru�tural plan5, notee anQ details for all 5tructural steel P requirement5. Provide tempereQ glays as requ(reQ by coQe. 5ecure and pay for all permiLs, fees, taxes, licenses anG inspection in connectlon with the electrical work. Upon completion of work, " ��T� furniah the Owner with a certificate of inspection and final approval DIYISION 6: GI.RPENTRY. riODD t PLA5TIG5 of the local in5pection authority. �� PIV1510N 9 : FINI5HE5 Guarantee all material5 and workmanship for a period of one l i ) year �� Ob t oo Rough Garpentry from time of finai acceptance. Repair or replace, at no expenae to 0925o Gypsum Soard the Owner, all clefects Gue to faulty materials or workmanship. �� 5ee structural plan5, notes and details for framing material requirements. hll drywall to be 5 / 8" thick. 6.ot � 1 Lot � 1 6500 Lighting and Other Fixtures Vall Villaqe b�lrs4 Wood Qecks to be 2 X 6 Redwood con5truction common, viaually All bathroom wall5 with the exception of tho5e recelving tile, shall be Flling Na. � selected for appearance. Decking to be sealed with Thompson'S moiature resi5tant drywall. PhoneS to be 3 pair wire home runa from each box to mechanical vAl�, t',0��,�0 Waterseal a5 per manufacturers specification5. room. All Walls recefvfng tile shall be "Wonder- BoarQ" or equal. 06200 Finish Garpentry Gable TV locations to be home run from each box. All outSiQe corners to receive Bead X raQiuS corner bead Interior trim to be per the Owners 5pecifications. Rece55ed down IlghtS and wall wa5her can5 to be per the OwnerS Drywall texture to be two -step, hand applied ("plaster look"). specification5. Interior railings at stair to be installed on the perimeter wall5 of the 5ubcontractor to proviQe 4' X 4' sample for Owners approval of stair as per code. HarQware to be heavy gauge anQ approved by texture. ,0.ny ceiling anQ wall mounted clecorative fixtures to be suppl (ecf by Owner. the owner and installed by the 5ubcontractor. 9H�QT MLEa 09300 Tile 064 1 O Gabinet5 Low voltage landscape fixtures to be supplied by the Owner anQ ��`��I�� Tile to be per the Owners apecifications. in5talled by the 5ubcontractor - verify location5 with Owner. All ba5e and wall cabinet5 to be per the Owners 5pecification. ��O��I�� 09 550 Wood flooring ProviQe 2 - tube fluorescent I(ghts with wrap arounQ �ens in the 06420 Gountertops Hardwood floor to be per the Owners specificationa. Mechanical Room per the Elec rica P an5. All countertopa to be per the Owners apecification5. Vfy. type of entry door chime with Owner. �� 096 � 0 Garpct All countertops to have back-splash of same material uniess All device5 to be Leviton Decora or as approved by Owner. otherwise noted. Garpet to be per the owners apecification�. TOWf10f VSII a^n' `5 �uG � qQg OW 900 Painting t b "I20 Alarm t Detection Systems ��II . � 1 _I IF+Y xA!"G t�d u �� AWN B7: dti McG Palnting to be per the OwnerS �{�e�ifications. Provide smoke actectien as reauirea by � ode. RII Interior Qrywall to be painted with latex interior flat en .: . � SM1�T NUhtDER: r , ! _ , . , I in i ! ._ � - _ . , �� ;� � I 0 SITE PLAN LEGEND SYNBa Cdl'Ml BOT�WC.�'1- NAME GOt'Ap'f01JN/� `'-,1� 5I7E PLAN 1 . Verify all contou^ anQ grading informatlon. Owner to 9 Pa�. � DF �..� r� i � �,-ri � ,� � pc� c� ` TR�S =r� tY PopUi,ei Quaking ASpen 2"-4" �` - r �!-�� ! rol ��I 1 F ��rl " be notiFied of substantial chan e� in the osed ' �' " �° ^ �T� �-� � _� r. + Tremuloicle9 G�+L gradingplan g �� q � �AQr�� i�� n + + c 2 All utillty locatlon9 Co be verifleQ with each � .r;'ERHF qU � � � � / . . E 'OWER i. INF �- � � � r � Pinus Pungen5 Blue 5pruce b'-8' munidpallty. Gontractor to determine most efflcient / \ � � � location of line9 for each service. Depth anQ slope / of IIneS to be per coQe, u ti�r�3N � H � � �5 � 1 4 P r u n w B e 5 9 e y i 5 a n d G h erry 2.5 G a l . P.l). �°!OX � � 1 1 O + 3. Driveway to be Asphalt over compacteQ roaQ base. P�-1-tc�r �yc��- — 5�" �M, , � VAI�., GQL.pf�P�170 + Remove top eoil ag rec{uired to asaure atable � �� O 1 b � F� conQitlonsforQriveway. I�� '�°+'� t-1�'°V t-�F�� — � — - - �tu�� i�, ri , -� � niirdl ; #� rzEnbnk & � � �� a ,ye� ��t E? nrt w� wasHrr� �� 4. All cll9turbed areae Co be revegiLateQ wiCh grasg and �� -� � I r wIIQFlower mlx. N �1-I {�" TIr i 4iT�i ��- — � J� �� GOVER b Galiumoda-ata 5weetwooA-uff vfy. C°Lr°F �� ` \ / ` � � (q � p) �� qh �yp (Beneath Trees � G{�i�t"� -AY '1""G fi�.et�'� • r°�/• �I 'ka� � �GT '', tJ=� br�T#�� 'fri � \ �— {�� MI�URN GfJ A.AX70R 1 5hrub5 or along 6 AegopoQium Bishop5 Weea �� —W— Water 5ervlce , � '� , . j - . �' _ - - �i � ��"�a.�� North Yvalis) PoQagrarla var. 1-a��5 �k� i�(� I N �.. t + �-} _ - I `' �L r � —E— Electrical5ervice �� w<,, �� , : � � � - K � 7� `i� � � —5— 5ewer 5ervice �' \ `? / ` n - v,f� t' "�' -. 'r' . . � r � 6ROUh1PGOVER b FestucaOvina Fegque (Blue) \� , r } i �-' + i�'�o/ , . 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SIJP�OFtY � � � - - - ca) - �i�• �nv. raa�u �� `i ; ' c ` s�..-�� l+eec�s5��) �-- r ' � � _ ��i \ - - � X 1 � {�$ 'Y�IM --- - — � - bXbP057 �bs - - - — - — ��GK F�AMIFIb R�� 3TWLUGYURA4.a i�� -'\ " � ' RL'VI510N5� DAT'C� � — � — �i��`�0�� +`� ��C� (�,?a�l� E�l� �L�I� �,�OL� �� l��1l�1�B�1� � — � �� i� � /4' . � '-p" 9/4' - 1 '-�' 0 — 0 — GON'.lULTANT� GON!lULTANT STAIMr� 1'ROJCGT� F-i�� U � �p7i'Y�� I �� .00 � ! I°Ot 9 vall viusqe d�leit FIIInQ ri�. � VAI�., GOLORI►f�0 5HGl."T TITLE� ��6 ��v�� "o�rn �� Vail a�r�zs A� c� . � � qs � �'�I � �� C� P� �,� �,4�. , �_� DRAWN DY: Bo. MGG. bFiP•ET NUMdBR� �� O ' REINFORCED CONCRETE- REINFORGING STEEL : Fibl") AI�I �I I blJ�� C�,FNERAL NOTES Aldrete Ghalet Remodel JOB #9508- 11 a . Concrete design is based on the " Building Code Requirements for Reinforced a . Detailing , fabrication and placement of reinforcing steel shall be in accordance �� „ with the A�I Manual of Concrete_ Practice . ■ . DESIGN CRITERIA : Concrete (ACI 318-891 . b . Structural concrete shall have a minimum 28-day compressive strength of 3000 b . Except where otherwise noted on the drawings , reinforcing bars shall conform ' psi � to ASTM Specification A615-79 and shall be minimum grade 60 except ties, , ■ ■ Roof Live Load ------------------------°--------------------80psf ` Floor Live Load ---------------- ------------40psf c . Special inspection for the taking of test specimens and placement of concrete field bent bars where permitted by note on plan , or bars to be welded , which __________________ shall be grade 40 . rA. DOX Sa 1 1 100psf and reinforcing steel shall be provided according to UBC Section 306 . Deck Live Load -----------------------------------------�-�-- d , Concrete shall be proportioned using Type I cement. Admixtures containing c . At splices in concrete , lap bars 36 diameters . At splices in masonry, lap bars �N�-. ��a� Basic Wind Speed ---------------------------------------�-$Omph (Exp . B) 42 diameters . Do not weld or use mechanical splicing devices unless G 1 b6b chloride salts shall not be used . Seismic Zone -•------------------------------------""'-""' � e . Cold weather concreting procedures shall be provided as recommended in the specifically approved by engineer. . UBC Edition -----------------------------°---------"-"'-°' 1991 d . At corners , make horizontal bars continuous or provide comer bars . Around ACI Manual of Concrete ractice . g . Anchor bolts for beam and column bearing plates shall be placed with setting openings and steps in concrete , provide ( 2) -A`5's extending 2'-0" beyond edge (q �p) p� '1 � b60 �Q►JNDATION DESIGN : templates . of opening or step . 6ROUSE GRClK GlNTLR h . Expansion bolts shall be located at a minimum of 6 bolt diameters from e . Extend reinforcing steel a minimum of 24" through cold joints . Unless MINTURN. GOLOR,I�DC a . Design of individual footings is based on a maximum allowable bearing pressure concrete edge and spaced at 10 bolt diameters unless noted otherwise . specifically located on plan or details , coordinate cold joint locations with ■ of 1000 psf (dead load plus full live load ) . i , All exposed edges and corners shall be chamfered 3!4 . engineer . b . Footings shall be placed on the natural undisturbed soil, or compacted � . Concrete coverage for reinforcing steel IACI 318 ) : f. Welded wire fabric shall conform to ASTM Specification A- 185 . Lap welded structural fill, below frost depth . Concrete cast against and permanently exposed to earth 3 " wire fabric a minimum of one full mesh plus two inches . Laps shall be wired �� j�l�'{ c . Provide crawl space ventilation per UBC requirements . Concrete exposed to earth or weather : together . d . Soil conditions and types shall be verified by a representative of the soils �p5 bar and smaller � ' � �2� engineer during excavation . Report any discrepancies from original findings to #6 through # 18 bar 2 " STAMP� structural engineer for re-evaluation of foundation design . Concrete not exposed to weather or in contact with ground : e . Pier holes shall be thoroughly cleaned , dewatered , and shall be inspected by the Slabs, walls, joists ( � 11 bar and smaller) 3/4 " soils engineer prior to pouring concrete . Beams, columns � - � �2�� r10'TZb� ' , Ikl�..`- i t :1� , ' ' . � _ , 1 ' t3Y�. + ' . . r . _ � �,'�. � r �t �Iif�L' �`�°r!` 7 Ur•� � � I—�� • _ �� ,4f�r UI �I. - � . i ; �� _ . . . _ _ _ _ _ _ __ . . .. - — _ _ _ ' I ` _ . _ _ _ _ . _ . . ._ _ �- .._-_ -T----�+---�-----r j ..y.-__ ._. : .� , _ _ -_ � __ . . . . , i __ _ _ .__ _ - - _ _. I , � - � V ^ � . ._ _ . II .L . . .� � . � . �y _ . . . 1- -{ � ' — — _ . _ .. . . _ . . . . . . • -. � , . i r � :_ . . �. Ij� •� � . . O � � . i . . � e . 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I� � �� " � ��; i VNL, GOLORA�OE1850 � _ i _ � , � � V � I d � _ � -� . i . _ ! i �t �`��='�:�t' (9 '�0) 949 9� 41 r I I � �s•nw�s � I , - � _ .. _ �, - �. .� � 1 � I � � �i � � �'!F'E►�Ihl�t 'i � j _ Ja,�- , � � �� _ � � li I - - - - - � � �i. . . . �-��-_ `� — I i I GONdIJLTANT 97AMIr: ,I �,� , I �, = - 1 �� t: - - _ � _ � - � _ _ I . _! r_-' � . .� _ N ___ „ ' _ - .. - - - - — � �ot�'iP�- I9EP`� � � - -- - -- - -� � . �--- � - . - _ - � , -j-_- - - /��() - _ . . _ . _ .. � � �. �, I �� iY '� I • t_ . � I� r �' . . _ _ _ __ _ __ _ . . --�.' � . r r L . `. . .. �Jjy} . . .o k I . .-i�l�`P1 _ �- . _ . '� C�� - � � cY' � � °r ;: ' L�•r4TICY � .. ;r � � i . � . _ . - . . , ' €:�.I• '. ,.h !� HEY �t _ . . . � , �. � . . . . . 'e _ _ 'F ', . � I . F ' I � . . � - � , � . 7 �R�9t PQ.k: .�. F ' � . . � . . . . . � � �� i �� -�— � -- I 1 � _ ' � �a=1=.i n; i: , , ',� 'E'Fq,. :� . � � . i� . . 1 . . I,' . s . , . , -�6'13iAIP1,::. � . , :� i . . . . . -- -�L _- � � �. � \ � � i I � � PRO.JCGT� �Q' �a' F�l��1�� IZ° 4 GOwIG , Pl� tz. 4$�� v � Cd — _ --- -- — - - - - - - -- - - t��N� �^li (Z� - � S ' S � '� 1� I M�7�la� I - - - --- -- - -- - - - 9 ,''a' ---- - - -- --- - ---- -----� 1`��F� -- -- — - - -- Lot a i Lot 9 v�ll Vtllage NVest Flting Alo. a VAIL, GOLORADO N A, o � n �py pp�� {�jR �ny pp�yp N �f�� ri`�� `�� ' B �� fi�l��R� — e �/ `��U�eJ Y �� U v�I `�� I � O v U t�/ • Y v — —__ - -_ _ - -____ - -___ - E W I I�M� I '�Op ISC JP GOLI-�I"K'IS w rvJl'i GO � � �M° 1 �� j ■ :'�. 4�JMNS ' r--I �r�- ' �T1-' f�, �- Fi--�-Ir-� �Pa t�`-� �� r--i � �XId�OPg� � � a-.�l L r7�..oP—� 1--I� C�'�i�6�'f"t' !yF � F�°'�.-� Ac �I t� 5�a tJ�r-fi- '�"° �' � r�� W P�� cct-+� � R�MPT'IoN ?� "�` '1,�- w+� i �oi � �� fxPAF�''''� �+-,�"I' �- ��c�,d�,�.Tta�l • 4 �� I I�� F-i�� IOVt�f 'r `;)�i �AI� DATL� �-� AV� 1995 �� ' � I � � ��P� �,�� „4�. , �-� pRNWN DY: p, MGG. 5H 'LET NUM�R� ,�� :�- � 0 STRUCTURAL WOOD FRAMING : GENERAL REQUIREMENTS : �� a . Except where noted otherwise, all 2 " nominal lumber, except studs , shall be Modulus of elasticity ------------------------ 1 , 800, 000 psi a . Structural erection and bracing : The structural drawings illustrate the Douglas Fir-Larch Jt2 and better, and all solid timber beams and posts 3 " Tension parallel to grain -------------------- 1850 psi completed structure with ali elements in their final positions , properly supported IMGOI�POR�+T�17 nominal and wider shall be Douglas Fir- Larch #2 . Compression parallel to grain ------------- 2460 psi and braced . The contractor, in the proper sequence , shall provide shoring and ■ ■ b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir . Compression parallel to glue line bracing as may be required during construction to achieve the final completed c . Built-up posts shall consist of Douglas Fir-Larch or Hem Fir �t2 or better 2x4 or (perpendicular to grain ) --------------------- 750 psi structure . Contact structural engineer for consultation (not in contract) as . ■ 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" Horizontal shear ------------------------------- 285 psi required . along each stud . Where two or three members are required , each member shall be fastened to b . Shop drawings : Submit shop and erection drawings for structural steel, rA. dOX sZ 1 1 d . Top and bottom plates shall be Douglas Fir- Larch or Hem Fir #2 and better. adjacent members with two rows 16d nails spaced at 12 " o . c . unless noted . miscellaneous steel, steel joists and girders, steel deck, masonry reinforcing �'� ��'�`� Plates placed directly on concrete walls or slabs shall be pressure-treated Hem Where four members are required, they shall be fastened together with two steel, wood trusses , manufactured wood joists and glue- lam beams to engineer a 16'Ja Fir #2 . rows of 1 /2 " diameter thru-bolts @ 24" o . c . unless noted . for review prior to fabrication . . e . Provide solid blocking at supports for wood joists and rafters . Within floor joist k , Framing notes : c . Existing structures : If construction adjoins an existing structure, contractor spaces beneath solid or built-up columns noted on plans, blocking of area 1 . Interior Load-Bearing Walls : shall be responsible for verifying dimensions , elevations , framing , foundations �� 0) 8� 1 � bs0 equivalent to column above shall be provided . A . Interior load-bearing walls are minimum 2x4 studs @ 16 " o . c . with 1 /2 " and anything else that may affect the work shown on the drawings . 611d15E GREEK GCNT'L'R f. Except as noted otherwise, minimum nailing shall be provided as specified in BYPsum wallboard both sides unless noted otherwise . Cap with a double Underpinning , shoring and bracing of existinfl structures shall be the MINTURN, GOLORADA the " Nailing Schedule " on the drawings IUBC Table 25-Q1 . top plate instailed to provide overiapping at corners and at intersections responsibility of the contractor . g . Unless noted otherwise , steel connectors such as those manufactured by the with other partitions . If overlap is not possible, strap top plates with d . Dimensions : Check all dimensions against architectural drawings prior to ■ Simpson company shall be used to join rafters, joists or beams to other beams metal strap tie ( Simpson ST292 or equivalentl . construction . Do noi scale drawings . at flush-framed conditions . Use all specified nails . Connector conditions not B• Floor or roof framing members must be aligned to bear within 5 inches e . Construction practices : General contractor is responsible for means , methods, �� otherwise noted shall utilize Type U or Type HU hangers of a size specifically of the studs beneath . techniques , sequences and procedures for construction of this project . Notify designed for the member supported , as shown in the manufacturer's published C . Provide ( 21- 2x10 headers over all openings in wall unless noted structural engineer of omissions or conflicts between the working drawings and tables . Contact structural engineer for details as required . otherwise . STAhIr� h . Manufactured joists shall be from an approved manufacturer and shall be D. At beam bearing locations in stud wails , provide multiple-stud posts existingconditions . Coordinaterequirementsformechanical/electrical/plumbing equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series equal to width of bearing member unless noted otherwise . penetrations through structural elements with structural engineer. Jobsite 2 . Floor Construction : safety is the sole responsibility of the contractor . All methods used for joists in the depths and spacings indicated on plan . Provide blocking , bracing, „ construction shall be in accordance with the latest edition of the UBC . web stiffeners and other accessories as required by the manufacturer. A . Provide 3/4 thick APA rated Sturdifloor rated at 20 o . c . , tongue and i . Laminated veneer lumber (LVLI headers and beams shall have the following groove , exposure 1 . Glue and nail panels to all supports . Install f. Though every effort is made to provide a complete and clear set of construction properties : sheathing with long dimension perpendicular to joists and end joints documents , discrepancies or omissions may occur . Release of these drawings sta ered . anticipates cooperation and continued communication between contractor, Flexural stress --------------------------------- 2600 psi 99 architect and engineer to provide the best possible strMe�tre . i r � �, �,� NOT!'S� - � � �.- .- � , '� ' ,I . r ii �I �. 4�—�• � -- - - _ - , — - - -r - - -- — . ----- -- - - — rr - - - - - - - — - -- - s x e r .�aere - - - - -_ _ - � - - r _ i � �#- i t - - � - - - - AT i b' OG � � --- -- -- -- � � j I , _ � �� r — —� ; , ---- �� a�E . � � � - � ��• '�y��` � b� .} -:F'�� N F: �?I .� .s.� y�a°. ' . 7 � � " I• , i . . �' �• • .' . A. -J -. t �� dl 'at " iL ✓ - `f � �' i � I � i � � � � , � �� •;,��rc►nrr i � � � � I F , � r : � RCV� DATG I. 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" �zr ,� � -; , k GOHSUI.TANT bTAFIr� i i ' � ti � R � � . � _ � , � - -- - - � - - - I - - - - - - - _ _ � i __ - ! . -�- - -- - ' _ - - — - � �- -� - - - � � — - - - - - - - -- - - — _ - - - - - - . . -- - � - -- - - - --- - '1r' Z 0 R � ( � er'i S Lo f N ,�_ P` ' p - t. _ � ,E=; , E a a - - __ � � � , � � - , ,r�r� I �y,_,, , : r ,�4?, , 4' R � �� ( 3 - Z t3 �/P - --- ; �b B rYf: - — — °—°' --�� -- --- ea. _ ea. � �t�� b�� - -- - - - — - - - — ��-8' - ---- - - -- -- - -- - I��b� Lo4 � � 6ot 6 Vall vlN�qs rVMt Flling No. � VAIL, GOLORADO N � SCO�`� I �� d�+ B �! ��1P�l� ��,�1� 0 �� l�� N �� lr`�� +�ilA �� !�� 1 / 4 � 1 �0 w E — E w a n � ■ — _ - — -- . -_-- -- � ��e 1 �°�� JP Cot. UN1N S ■ G° bJN �'_ � �Ir} bM�ET' TrTLE� �� 1 �� 6� tl �� d�� l�� Qi/ir�'i Qi �all DI�TL'� ;'-5 RuG 1 py '3 ;, �� „��, ,T . C� ' i ec�.e, � i4•- � �-�r ,; I q , , � � � E/ � P � DlRM"IN HY� 11. M�.G. �� SHErT NUN18�R� �� O _ _ � ___.__.._.____.___ r.�_ _.__.___-- -_ -___ ___ _�___.__�.--_ �,M A�I��`� . _�__ _ _ - __ �.___._ - �,��P��r�� 3 - 8d I-joist ra�ter to Dlate (down thru bottom chordl 2 • 12d ■ • 2x tloor jois[ to giider, sill or wall plate (toenaiq t6d @ Z4' • ■ 2 - tOd Built-up corner studs 1•joist to 8��• sill or wall plate (down thru bottom chord) � 6d @ � 2• P,�. DOX S� 1 1 t 6d @ 16' Built-up beams leach member to adjacentl alony each adge Soie plate to joist or blockinp (face na��1 v�♦ �L 2 - 16d Bd @ 6' along edges D 1 6Sfa Top plate to stud (end �aiq Plywood or OSB roof/wall/floor sheathing Bd � � y• �ntermediate supports 4 - Bd Itoenaill or Stud to sole p�ate 2 - 16d (end naill �� 01 ea -► � b � sd � 2a' NorES: 61e0USE GRI�K G�N'ftR Double studs (face nail) 1 , The �ails in this schedule are common wire or box nails. If cooler, sinker, or other types of nails M►KTURN, G01-ORADG 16d � i 6' are used, contact engineer (or required spacine and sixes. Doubled top plates Iface nail) y, H staples are used, contact enpineer tor required spacinp and sizes. i 2 - 16d 3. This schedule indicates minimum requirements for nailinp. Wherfl special conditions exist, use Top plates, laps and intersections Nace naiq the specitied �ailinp indicated on the p�ans and details. �I t 6d C� 16' �IVb�� 1� Continuous header, two pieces alonp each edBe 4 - 8d Continuous header to kinp stud (toenaiq �TA s CeilingRloor joists, laps over partitions Iface naill 3 - 16d Ceilinp/floor joists to Darallel ratters Iface nail) 3 - 76d 3 - 8d toenails Solid�sawn rafter to plate or Simpson H5 ' - 6.r > I ,�. iFa', n _ . -- - �ESe � . 1� � . � ' . . . . ' �f . . � . " _ _ _ _ . - . ._ . _ _ . . . .�_' 1 �! ' i � . . . - '-y��! Fti �I L ' 1 � �` � /�, _-� ' �� . �' . } �� V�q�-a�I � (�� 1 `/ s � � ' 1�1 � I � 1 � . . � \ _ -.._ - . _ . _ __ _ _�l( � y _ _ . __ . . - . . __ _ _ _ ._ —. _ ___ _ _ ' � _-� "- _ - _ _ . � � I '_ _- _�. . . 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" _ _ . _ . _ _ _-_ _ Q' _. _ , . .. . -._ _ . . _ . ._ . . __ r ___ _ = I �� I �0�� i . -�-� ' _' _ ' I - -�- - ' NFY/ GNTRY �TAIR�! � % ThMT'7 Z _ __�. �� . _ _ _ _ � ► _- ��.� _ __ _ __ _ _ _ __ _ _ _ _ _ � � !N�eN(��{,�N ON MI 4Lq :�.f� PJSST �LEVATION =__ _--_--___ - � -._�- _ , : , _ • • , ie�. � ., ;..%iie . � -cr y � _ r s r M ' � � - � 1 - VPY. LOGATION ' ' I / � OF DRAGGD ,_ . _ __ _ - __ _ _ I . —_ --_ _ _ i _ I _ - ewe�nr� r�mcow �ounoNs _ Y1/ Nl.i� WR�tD01'ID (GQrRl591MIT5) �� _ _ _ - � � �, �� 8 � � - �. � �- ' � � � -_ - � i - � ��, � � _ + I � ' � __ = „ � � . � _ _ � _ __- , -_ _ - _ �t_� -- - - - - -- -- - -- - - � � � - -- -- --- -1 - - -- ��. - ------- -- --- - - -- ---- - ---- - ,�. �, - - - ,,,,,.. e, - - - - - , : __ - - - — � _. . , i '� � o � i ` � � I� �--r_., = E�-- I ' i � r � _ � 2 i < � _ , � < ' � , I - .- •�• ItCVi610Nb� ATt ,w.ww �vn - � -`-,:-----�. - -- - - - .- ,�i ~ �i�` i ` oaer� Q t �---�•---�--T-T.� - < - -�--`�-- - -- - -- -- - I — - MMORfihIAN�EB /�0 S � _ �I - <e� I U I � , ; � -. -_ _ � � , ___ � i � I � DEL. B/�LGC�NY 9/� 4 r�ew s� - �y�y f�N�T�I�LOIlR LGVGL � � MT� I L " . CMISTINi I�YY�Y �J _" _ _ — _ — _ _— . _ _ . . _ _ —_— _ _ —__ __ . ___ ___"_" _ -- . _-- _ _— ___ � Yf�V1� � _ _ _ — ._ _ ._ —_ __ _ _ " _ _ _ _ _ _ "_' _ ' — _ — ' _ __--_ _ � M!1'l1YNND0�'�_ ___ ' _ . _ _ L�8T1N61IMDOW LOGATION J '_' _.- l7tIDTMb WINDOYI LOGATION6 1'V NCY't WMIDOW !!iRl.� 11WT1 Y1/ NCW WINVON6fCi�RE� UN(fs) /`, - _ _ - -____ ;'r.,�Xl91=1Ad �T � V/�TIDN _ �� -- — �_ - -- _ - - STRUCTURAL WOOQ FRAMING : Modulus of elasticity ------------------------ 1 , 800, 000 psi GENERAL REQUi ?FN! FNrc • existingconditions , Coordinaterequirementsformechanical/electrical/plumbing �b� "� �1�1f1�M I r7 Tension parallel to grain ---------- ---------- 1850 psi a . Except where noted otherwise , all 2 " nominal lumber, except studs , shall be Com ression arallel to rain ------------- 2460 si penetrations throuflh structural elements wiih structural engineer . Jobsite Douglas Fir-Larch k2 and better, and all solid timber beams and posts 3 " P P 9 p a . Structural erection and bracing: The structural drawin s illustrate the safety is the sole responsibilit of the contractor . All methods used for ��'��P��AT�17 Compression parallel to glue line . . 9 Y nominal and wider shall be Douglas Fir-Larch �12 . (perpendicular to grainl --------------------- 750 psi completed structure with all elements in their final positions, properly supported construction shall be in accordance with the latest edition of the UBC . ■ ■ b . Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. and braced . The contractor, in the proper sequence , shall provide shoring and f. Thouyh every effort is made to provide a complete and clear set of construction Horizontal shear ------------------------------- 285 psi c . Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or Where two or three members are required , each member shall be fastened to bracing as may be required during construction to achieve the final completed documents, discrepancies or omissions may occur. Release of these drawings � � 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails @ 6" adjacent members with two rows 16d nails spaced at 12" o .c . unless noted . structure . Contact structural engineer for consultation ( not in contract) as anticipates cooperation and continued communication between contractor, along each stud . Where four members are required , they shall be fastened together with two required . architect and engineer to provide the best possible structure . vrA. DOX 6 � 1 1 d . Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. � . b . Shop drawings : Submit shop and erection drawin s for structural steel, �' �� rows of 1 /2 diameter thru-bolts @ 24 o . c . unless noted . 9 816� a Plates placed directly on concrete walls or slabs shall be pressure-treated Hem k . Framing notes : miscellaneous steel , steel joists and girders , steei deck, masonry reinforcing Fir 112 . 1 . Interior Load-Bearing Walis : steel , wood trusses, manufactured wood joists and glue- lam beams to engineer � e . Provide solid blocking at supports for wood joists and rafters . Within floor joist for review prior to fabrication . A . Interior load-bearing walts are minimum 2x4 studs @ 16 " o . c . with 1 /2 " � , Existin (990) D� '1 pblO spaces beneath solid or built-up columns noted on plans, blocking of area gypsum wallboard both sides unless noted otherwise . Cap with a double 9 structures : If construction adjoins an existing structure, contractor equivalent to column above shall be provided . shall be responsible for verifying dimensions , elevations, framin foundations ��E G�K G�NTM top plate installed to provide overlapping at corners and at intersections 9 � MIN f. Except as noted otherwise, minimum nailing shall be provided as specified in with other partitions . If overlap is not possible, strap top plates with and anything else that may affect the work shown on the drawings . �� L�A� the " Nailing Schedule " on the drawings ( UBC Table 25-Q) . metal strap tie ISimpson ST292 or equivalentl . Underpinning , shoring and bracing of existing structures shall be the � g . Unless noted otherwise , steel connectors such as those manufactured by the B, Floor or roof framing members must be aligned to bear within 5 inches responsibility of the contractor. Simpson company shall be used to join rafters, joists or beams to other beams of the studs beneath . d . Dimensions : Check all dimensions against architactural drawings prior to �� ,1, ' �d i � 1 at flush-framed conditions . Use all specified nails . Connector conditions not C . Provide ( 2 ) -2x10 headers over all openings in wall unless noted construction . Do not scale drawings . n��°I� F�iIF� otherwise noted shall utilize Type U or Type HU hangers of a size specifically otherwise , e • Construction practices : General contractor is responsible for means, methods, designed for the member supported , as shown in the manufacturer's published D . At beam bearing locations in stud walls , provide multiple-stud posts techniques , sequences and procedures for construction of this project. Notify structural en in bT/►hlrt tables . Contact structural engineer for details as required . equal to width of bearing member unless noted otherwise . g eer of omissions or conflicts between the working drawings and h . Manufactured joists shall be from an approved manufacturer and shall be 2 . Floor Construction : equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series A . Provide 3/4" thick APA rated Sturdifloor rated at 20" o .c . , tongue and joists in the depths and spacings indicated on plan . Provide blocking , bracing, groove , exposure 1 . Glue and nail panels to all supports . Install - web stiffeners and other accessories as required by the manufacturer. sheathing with long dimension perpendicular to joists and end joints ,_ . _ y' i . Laminated veneer lumber (LVL) headers and beams shall have the following staggered . � �� . -. '�' PFi'10 N [� � properties : ' � EWGL.0611RE ' r 104 n • '.� KGPLh!$ EXK�'iWL� �EGK TOI�"�S � ' Flexural stress --------------------------------- 2600 psi � �x'� T r � Wi Zx tZ � S � IZ'� O, L �L.INr�I1NG� . �N" :o eN` • , osMr � � Go ° 1"O � x �sT� Nf� �� x �v I 'f'o A Z ,cl� LF.�L�SfZ w / (�i� - 3�q. �13� _ T�-+icu 60 0 � � - - - - - - t Ni - - . , —r- - - - -� -� - r- - - --- - -r , _ _ _ T---- - - - - - _ AN�nr� � �r ur� >, , . � ,. . , � ( ' n , -+- • - - - - - - - - _ -- - - - - - - - -- - - - - - - - - -- - - - - - � � Ir � (�`T I 1 1 ,y � � � �1 ��N '� +- T- . . . . . . . � •' � � � - - e : _ -J i r_ � _ _� J - � � � r - - -_ — _ _ .JOID � , — i - — � --+�--r � --�- � X O fW�R � 1 - - - I , � 1 - �� AT 16' OG � I I I I --- — , I � ,� - - - t_ } � � � - - - I T �I I r� r _ \ rt � I I I � � r� I � � r 1 -- - (- � � � ; _ � _ I � . . � � U ER ON RO V V � � ', V i � � EXI�7 �� 'D ' " — - i , � K� 1 � - - - ARP' T • i � _ � ' \ O L �hT p O TN \\ I _ _ y � � � I � � i - ieevisioris� a�►re� i r_ I OT D) � �.� x I I - — I � - - - , , I � . r _ , - � 1 / � � � n �� - - �- - - U � T-I � � ---- � MINOR GMAN6!'S 1/]O � � 1 � � TC 7AI M� i —'� +M t`X` tl I II • � .,:. _ '� ty ' • S g - - - M , I _ �A G BI T , �, � r� � i _ _ _ _ . . I _ � � +1� A / ' `; 1 I � Y. M GN. ,V �` � � - I � B/1LGON — � � � � -- ry,l t — � r !. � HA A I W � ~p - � � I �_ _ - _ - ' M � _ _E - TI l ' � j i i ADG OGGK � � t - _ MOV ! 1 � s"� °•� I � i VI I ' I Q GHG • HEItVExs �viGl - - � - . »- �- � � , 1'I 9) a 1 W ( ) - i 11 '{? L�/L. Df�. -- \ L�, - - - - IA M ! ) 7 t � -- - -- � 1 - _ ; ' - EG�CbTIz GT�_I�ZE -- +� - � ,� - - = - � r - _ - -i 5't3 % 12 Gl. � v � — ' + I � ; i . . : . . . , - - - AN Y I i i -- - - � 1 4 0 I . � 1 ; � i , . .-, � i i �4 � I o I �"' � — , _ � . _� � t cj� vi � _ � _. - ' �r , o � , � � `Y � - - � i � � �- � �=_ � i I � J � :� � ; - '_O' _ _ f - -_ �_ _ '� � _� -- � - - i � � � ry - - _ , = � _ - r.ws�n� � x e � I � . � � � � � , e ; �,_ ' �� — - — � _ - — -_�� rLOaa .,�„ere erRUCru�eiu. ca+eu.r,wT� , , � . - � z ` •. I � - ►- � ` _ - � M N � I ! I ; AT �4' OG ItRM GON9ULTANT9, ING. 'k � .. � � * � � � ' � ; d IoN �! �A. BOX �D 'T� , � t-� - i i , I �ce ax+s v,�u., coLOrewo a � sse --- - - _ - 6 -I � - - - - I � (9 '10194� � 991 - i � 1 ►^I. 7,>C 12 s � - _ � (z - I II v I � - - - ■ � � � � �Z p C, , i � 0 � � I � � - -- r � + -- - - — — - - _ _ _ � � ) .J - _� � �G �'�i� � � GONSULTAN7 STAMP: � _ _ _ - - — - - — - - - - - - _ — � I . , . I I L - - - - - — - -- � - - - -- _ _ - - - - - -- -_ _ - - - - - - �'� - � rT _ _'i T -_I A - � — `` - _ i I I I I I I I � � � _ _ � i I I I i I � x�s � � G __ ' - -- ' � , � �--- � -�- _ _ — � ' I I � � � 2 E N6 2� �t �:NI: 6 I�I�N � � , - - - - 7 - - --' - �- '- ' -� - ' - --- i A ( ) - !t 8 e - ----- --- -- � rROJCGT� -- -- � CGL gQ g — -- -- - - - -- - - — ---- -- F1l�� I � II MU"T�� *- - -- - - - - - - � �'-a• - -- - ,� �� Lot � t bot 8 Yall villaqe Ws�t Flllnp No. � V/11L, GOLORADO ,� �X6�`� 9 �l� P�� B �4 ��1/�!� �� 8�1� Pl�� l " E ,� G��G�� ir`�� 8b� ��10�� ' ,�1�Bol�l� P�,� I� 5 � ��ii'r� � �°�r - - - -____ = --- __ -_- - _ — 1 ��M� 1 �°N — —_ -- --- E 5 ��T TtTLG �� I � 1�� '�� ,/�i �� `u�,�l�d ��1! � � � � � r �� APPROVED �Y THE ��'�� TOWN OF VAIL ��Tt, � y � s DESIGN REVIEW BOARD � SC.ALC� 1 /4'� 1 '-O" DATE: �L' � � ' � S �RAWN BY� /�,. McG. PUINNER: � ` �MUT NuM6�R� 0 _ - :--z r _ . . � � . . - - - - --�� -. :_ . � . - -. �-_� :�� - - - - . _ _ � _ ...._. ��- �..��._��,� _..�__�.__,�� _._.�_._ __.�_ �� _.�_�.,�� _._..._.�_.__,_,._,d�____�� r. NAILING SCHEDULE �� ,�� 2x floor joist to pirder, sill or wall plate Itoenail) 3 - 8d I-joist rafter to plate (down thru bottom chordl 2 - 12d I��R�� I-joist to 0�rder, sill oe wall plate (down thru bottom chordl 2 - 10d Built•up corner studs t6d @ 24" ■ � Sole plate to joist or blockinp Iface naiq 16d C� 16" Built-up beams (each member to adjacant) 16d @ 12' . ■ along each adge Top plate to stud (end nail) 2 - 16d Plywood or OSB roof/wall/ifoor sheathing 8d @ 6" alonp edges rA. DOX �iZ 1 1 Stud to sole plate 4 - Bd (toenail) or Bd @ 12' intermediate supports VAIL, GGL 2 - i6d lend nail) rJ 1 6�8 Double studs (face nail) 16d � 24' NOTES: 1 . The nails in this schedule are common wire or box nails. If cooler, sinkar, or other types of nails OouGled top plates (face �ail) 16d CSP 18' are used, contact engineer for required spacing and sizes. (� 10) b� "1 AbDO 2. If staples are used, contact enpineer for required spacinp and sizes. !i!lOBJSE GRCfK G�N�'GR Top plates, laps and intersections (tace naill 2 - 16d 3. This schedule indicates minimum requirements for nailing. Where special conditions exist, use the speci(ied nailing indicated on the plans and datails. MINTURN' GOL'ORAD� Continuous header, two piaces 16d @ 16' alonp each edpe � Continuous header to kinp stud (toenail) 4 - 8d I �Qj 8 } P ) A i �� P�� I �I! , _ Ceiling/floor joists, laps over partitions (face naii) 3 - 16d _ , ' , Ceiline/tioor joists to parallel rafters Iface nai11 3 - 16d STAhtPo Solid-sawn ra(ter to plate 3 - 8d toenails or Simpson H6 PROVIVE �i�Ol-+p P�44HC1h1G� B�W�E�} TOISTS AT , , NIT@5� r ` _ i Ir P EARJ Ncq tTYP ) ,�,► l ; , � � � � � I- - - i `\�� f� , -- -- --- --- - - - - - - _ ' . -- - - - - - - - - - - - - I -- '' � - - - - - - -- - - - � _ � r � - — - - — - - �- - ; . _ � -- - � T- ', � + �. �i I I ' � �i I , I f .k „ - I � -- - - - ---- - - - .�_ _- - _ i�. _ I I , �i � I � iV I _ ti'� �� _ ::� - - - - -f I _ r- j ' � . � - -- ' � ' _ � � � � � °� � � i n" � , , � , .`� J ; + �Itit, � i � — , _ . ._ . _ u � ��. � r . . i � . . , , . . �I' i � I � � i _ . ' r -� . . � . .. . ' i . ,. ._ f vl ' ( ry y . � F k 1'_ � � . . V�C� ti' � �- . . � . 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GOL.OI�tADO GoNN�c-TioN �'-H �u� O - s � MS�ior+ �usz 6 8� - 51MP�i- �N PG�o�►' — Ifo O - 51MPS �r{ pcI� EC�(� O - SIMPSm-i LuS210 9HCET 7fTLG� �/6�� I BI�F� � �� C�Y�� 816�� ,AA�� !�A'f8� 25A1.1.�/ 19q � bG/►I�E� 1 /4'- 1 '-O" �F[NMIN dl't 14 McG. SFFIEL'T NUM�!!� O �.��r.�.�..�.. �_��.�,...,�_��_.,.��..._...��.-----_. _.�.�.�_�,r,�___._..��.�.__...�.� �__..� _ _.�_.�.�� _.... r.�...._.��_ �.�_.�..�,.._�..,...._..__�.�.._ ....,___._...__..._ M,__ �_.._ .�..__ _. --- __, ..___ _.__ �.�._..__ _..,e.__ e.�� .__ __....._,._.._�_ __._e.__�,_...�.._ _.��...r....._,.�._.._.., f� - - - - - . . c - . - _ � {, . _ . . � �- �.,,� . � . . . .� . . � . .. . . . . . . . j. .. _. . . _ . _ ' . . . ' _ '_ _ �_ r . . . . . . . . - . �. ' . .i -- . . . . . . � . . . . . , � . _ _ . .. t � . � . . - , . . . , . . . . . . . . _ � . � . . . . " .r ' . . . " ' _ . . . . � . . . � �� INGORP�,�,T�A � � � � �.o. eox s a t � v�, co�.a�e�ao e � e �a ■ �, -ro� aa , , eea 6RClJS� GR�lc GENTL'R MINTURN, GOI.ORADO � ��1'� 1 Fib�� i�1 s y ' t r STAM!'� .. ., _ . NOTC� d � . . . i :, :, , - - - -- - -- - - - - - - - - -- - � � - --- -' - , ^ _ _ _ - -- - ---, , �- - - __ _ _ _ __ - - - - - - - -- -- _ - - - - _ -- --- - - - _ - - - - - _ _ , - -_ - - - , � - - - - - - - -- - - - - - - - - , _ , ! ; ,,, � � — il i l � , _ _ _ __ _ _ � — - __ _ _ _ - I . .. __ ' __ I � . . ,, i r_- - I I�, � I — - - I I_, ____ _ � Ib1ONBe DA .� i L- - – .-- - _ i I_ > � - - - - � I � �� . Min�oR __ io/� � I i ` , � - I __ _ _ � � � '� � , e°� '_-- ,� - �� - - - I C.►-IANC��fcs - , '- � - - - '� ' ll � i I � - - , . �i��, L � � � Q � i - � I �I } - � - �'l�� C �. � i�'�OA . _.�.. I I 1 � _ _. ' .�y�..'��' i�r' 1 " i I � I I . I I Y I I l♦ -� � rl • � 1' L � ', ' ^_� •• If I � i � ' � . _ v. 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I , ��', 3 X i RAr1'CRS AT 74' OG � MV s x i Go�LAR Tles f _yi i i I _ '": '• �, I � � , - .�-, I -I 1 I - I K R M G A N 9 U l,T/eG�ONSULTANT: I I � - - -� i , - _ _._I � ! �.�a � I � P.O. �% 49 '1 � � i � � � _- � , � � VNL, GOLARAPA 016l8 � � �l ', � ,. � I (470) , 49 �391 ;, � � , 'i � � � �- --J � - - ' ; , , -- --- __ - - -_ - - — �_ - _- � � -- -_ - _ - — - -- � - _ C.ONbULTANT STI�MI': � �I I � �� .n � i I - � -- -- -- - - -- - --- - - - - - - - - - - - - - - - - - - - - -- - - - -- i ' I --- -- - - -- - - - — -- - -- - -- - - - -- _ . . _ _ i -- - - - - - - - -- - - -- - - - -_ - - - - - - - - - - � IZ�Pt-i�l� ^LL P�f SHfs/kTlilt�lL� w/ � " /*�� P�Ywcdv, � �tp, I , SPart �.TiN� sM/1.0 1�i1N. I'ROJ�GT� �� u � ��1� I µ N ��d �� ,, �5� 0�6 9 �� G� �4��iiU �l� G��al� � ir�f��G�� (r�� U� � �� l�� i'NS � �� C � � ��WB � ��r C I�At � � 60t 9 s � $� �P doLl.r1� Vsll Vill�qe 1NS�t ■ Dot�+N G�t, lJp1�{ P�Iling Mo. 3 VAeil., GOLGPiI►I70 SHQET TITLG �� i�� F+�� flATE+ 25 ,A U � . 1 p 9 3 SGI�L!'r 1 /4'- 1 '-O" DRAWN DYa p,, MGG. bHt.L'T NUMdER, �, a A�M A��#I�� W II�iDOY�I SGH � DUL � �'�e°�P°�4°�� O � � � � : � I d r e t e G h a I e t � e r�n o d e I M/.RK LOGATION 512E (W X H ) REMARKS TYPE HIN6E (FROM EXTRJ QUhtl LOG, riALLS M�.RK ■ ■ �� 7 • 1 O6 Bedroom 3'-O' X 4'-O" Picture Fixed 1 5outh 1 ■ ■ � 2 • 106 BeQroom 2'- 6' X 3'-b' (2) Egress Unit Gasement Left/Right 1 YVest � �O 3 • 105 Bedroom 2'- b' X 3'-6' Egress Unit Gasement Left 1 riest 3 ��t 4 • 1 OS Bedroom 2'-O' X 2'- 6' Gasement Left 1 North 4 *A. dOX SZ 1 1 L O G � T I O 1� : L o t 2 � L o t 3 "�e.�� 0��, 5 � 1 p4 Bath9room 2'-O" X 2'- 6' Gasement Left 9 1 North 5 �N1-. G01.ORADO � 6 • 10 '1 Livin Area 3'-O' X 3'-6' !2) Gasemert Left/Ri ht 1 5outh 6 a 1 bsa "I +� 1 O 1 Kitchen 2'- 6' X 3'-O" Gasement Left 1 South � ■ � a i I � i I I a V P�6 �O� 8 �� BeQroom 3'-O' X 4'-O' (2) Gasement Left/Right 7 5outh S g �l e 5 t �� 9 •� 02 BeQroom 3'-O' X 9'-b' (2) GaSement Left/Right 1 Weat 9 (9 ? O) D] l , bs0 7 O k203 Bedroom 3'-D" X 9'- 6' (2) Egress Unit Gasement Left/Right 1 West 1 O �aJ�[ � (,�HT�1! . . I'� �0�• 1 1 PasSage 2'-O' x 2'-6' Gasement Left 1 North 1 1 �T�� ,pLORADO � i I i n g 1� o • f.. � 2 Passage 2'-O' X 2'-6' Gasement Left 1 North 1 2 1 3 • 206 Living Area 3'-O' X 4'-O' (2) Gasement Left/Right 1 EaSt 7 3 ■ 1 4 •206 Lfving Area 3'-O' X 3'- 6" (2 ) Gasement Left/Right 1 5outh 1 4 1 5 •201 Kitchen 3'-O' X 3'-O' Gasement Left 1 5outh 1 5 i � I I , G o i o r a d o 7 6 •301 Bedroom 2'- 6' X 3'-b' Egre55 Unit Gasement Right 1 MleSt 1 6 �� j t '1 •301 Bedroom 2'-6' X 3'-6' Pgress Unit GaSement Left 1 West t � 1 8 • �06 Living Mea 2'- 9' X 3'-O' Picture Fixed 1 EaSt 1 8 1 9 x206 Livin Area 2'- 9' X 3'-O" Picture Fixed _ 1 East 1 9 STA1Mrs � � GHIT � GT : � L1vi � fi� G � IT � GTS , Inc . Srent ,� Im , �c � �t DOOR SGH � DUL � MARK LOGATION WIDTH HEI6HT THIGK. TYPE HRDWR WHLL REMARKS HAND MARK 7 • 1 O 1 Kit�hCn 2'-8' b'-b° 1 3/4" 5G/GL LockSEt VFY. WindoW Manufac.tV'eY LH 1 �. O • �3 o x 5 2 1 1 2 +� 106 BeQroom 2'-6' b'-8' 1 3/8" 5G Passage 3 1 /2' RH � 3 • 106 BeQroom 2'-O' PR (2) b'-8' 1 3/8' SG Pa5sage 3 1 /2' Bifolds for 4'-O' Opening BIFOLD 3 . 4 • 7 OS Bedroom 2'- b' b'- 8' 1 3/8' SG Passage 3 1 /2' LH 4 H�� a i I G o I o r a d o 5 +� 1 OS BeQroom 2'-O' PR (2J 6'-8' 1 3/8' SG Passage 3 1 /�' Sifolds for 4'-O' Opening BIFOLD 5 / b • 104 Bathroom 2'-b' 6'- 8' 1 3/8' SG Privacy 3 1 /2" LH 6 '7 • 109 Mechanical 2'-2` PR b'-8' 1 3/8' SG/LOUVer Passage 3 1 /2' Vfy. Louver poors LH/RH � � 8 x 102 Laundry 2'-b` b'-8" 1 3/8" 5G PasSage 3 1 /�' LH 8 9 Pantry 2'-4' 6'-B' 1 3/8' 5G Passage 3 1 /�' LH 9 � _ ] i O + 1 O'1 Living Area 2'-8' 6'-8' 1 9/4' SG/GL Lockset VFY. YVindow Manufacturer LH 1 O Q�� S T fiZ U G T U � � L � � � G O 1� � U L T � N T 5� I 1 1 � • 1 Z •202 BeQroom �'-8' b'-8' 1 3/8' SG/GL P�i�ecyt 3 � ��, W indow Manufacturer RH 7 2 �� l /� 1 9 • 204 8athroom 2'-b' 6'- 8' 1 3/8' SG Privacy 3 1 /2' RH 1 3 I " " � � � ' �• O • � O � � � � i■ 1 5 x203 Sedroom 2'- b' PR (2J 6'-8" 1 3/8' SG �L Pa'ssage 9 1 /2' B foIQS for 5'-O' Opening SIFOLD 1 5 �V�x� DA1t: ` , 1 6 � 203 Bedroom 2'-8' b'- 8' 1 3 /8' SG Privacy 3 1 /�' RH 1 6 � _ i � I I , G o I o r a d o � � •�OS Bathroom 2'-b' b'-8' 1 3/8' SG Priva�y 3 1 /2 ' RN 1 'i — 1 8 x201 Kitchen 2'- 8" PR 6'- H" 1 3 /8' SG Passage 3 1 /2' Bifolds for 2'-8' Opening BIFOLD 7 S Q 1 9 • 204 Bathroom 2'-O" PR (2) 6'- 8" 1 3/8' SG Passage 3 1 /2' BiFoldS for 4'-O' Opening SIFOLD 1 9 � O •204 Bathroom 2'-O' VFY. VFY. GL Passage GL 5hower poor RH 20 2 1 •206 Living Area H'-O" PR 6'-8" 1 3/4' SG/GL Lockset 3 1 /2' Sliding French DoorS � 1 � 2 • 206 Living Area 9'-O" b'-8` 1 3/4 ' SG/GL Lockset 3 1 /2' GuStom Entry RH � 2 � — — 23 • 301 Bedroom 2'-O' PR (2) b'-8' 1 3/8` 5G PasSage 3 1 /�` BifoIQS for 4'-O' Opening 51FOLD 23 Q 24 •302 Bathroom 2'- 6' b'- 8" 1 3/8' SG Privacy 3 1 /�' LH � 4 -- 25 • 907 BeQroom 2'-8' b'-8" 1 3/8" 5G Privacy 3 1 /2' RH 25 26 Landn 2'-O' VFY. 1 3/8' SG PasSa e 3 1 /2" RH 26 Q __ IND � X TO DRA� W 11� G5 GONSULT/1NT: �- O Title, Index �- 0. 1 Outline 5pecification, Window � Door Schedule GONSUL.TANT6TAM}'� � - 1 5ite Plan � - 2 Existing � Proposed Main Level Floor Plans ,� - 3 Existing � Proposed Upper Levet Floor Plans +-�.o.�ecT, ,� - 4 Existing � Proposed Lower Level Floor Plans �,p�� b�� A� - 5 Existing � Proposed Elevations �� +��ot s - b A�rc itectural Details vall vllle YVSSt �IllnQ Mo. � VAIL, CALORAL JO 5- 1 Existing � Proposed Foundation Plans 5 - 2 Existing � Proposed Main Level Framing Plans sf+eer T�ru� - 3 Existing � Proposed Upper Level Framing Plans qpp�� r � �I�� FS/`�� ` , .. � ,�, , �, ` � o 5- 4 Existing � Proposed Roof Framing Plans � � , - ,,.t� 8�� P AT� �g . 7 . �• .) S r , ( `9NNEq �, �-� ��.�� a�► 19 . TG �iY� 1 9 9 '3 SGALE: DRAWN SY� a4 MGG. yFll.�T NUM9CR� � � , Fib� F'�1��11 I 6E9 I � � ING�1�01��4°PE� RLDRETE REMODEL: OUTLINE SPEGIFIGATION � � DIVI510N i : 6EIVERI�L REQUIREMENTS DIVI510N "1 : THERMAL AND MOISTURE PROTEGTION DIVI510N 15: MEGHAr11GAL ■ ■ rA. BOX '3a 1 1 � VAIL, GOLG1lADO O 1000 General Gondition5 � "1 � 1 � Roofing 1 5050 Mechanical t Plumb(ng - Rough a 1 bs0 as per the Owners reque5t the Architect has produced a "builders" Verify repiacement of roof materiala with Owner (Gedar Shakea). Gontractor to consult with Owner to determfne type of heating � set of drawings and speciflcatlons. The P�rchitect hold5 no Ifabillty system. for changea maQe by the Owner Quring conatructfon, and shall not be O "f 200 Insulation �� 8�� responsfble for the approval of any changes maAe by the Owner. The 5ubcontractor to provide all mater(al, labor and inc(Qentals to Architect shall not have control or charge of anQ shall not be Exterlor walla to be re- InSUlateQ with R- 1 9 . inatall the complete plumbing system whether specifically stated or MINTURAI. GOLGRADO regponsible for construction means, methoQs, techniques, • . not to make the required mechanical systems complete and ■ sec{uences or procedures, or for safety precaution5 and programs Roof to be re-insulateA with R- 38. operational. " In connection with the pro ject. All interfor walls to be insulated for sound All work shall be executed and InSpecteQ fn accordance w(th the �[� �� Hny di5crepancies In the Drawinc,�, shall be addressed by the Uniform Piumbing Gode, public utliities, state anQ lo�al �oGes anQ � � � hrchitec� The structural Plans shall have pre�eden�.e over the All crack5 1 /2" or wider in floor, window or door a55emblie5 shall regulations applicable to the traQes affecteQ. 5uch codes, where I�.rchltectural Plans with the Discrepancy verified with the receive foam 5ealant. applicable, shail take precedence over these plan5 and STAhIr� Ar�hite�t. spec(f (cations. O7 600 FlsShing t 5heet Metal All work 5hall comply wfth the Uniform Building GoQe ( 1 9 9 1 ) or 5ubcontractor shall consult wfth local utility companies and current adopted code and wlth all local codes and Ordfnance5. All fla5hing to be pafnt-lock unle55 noted otherwise. agencies and shall extenQ dome5tic water and sanitary sewer. 5ervice shail be in5talled in strict accordance with ruley anQ verify all Qimension5 prior to starting con5truction. Any F(replace and mechanical caps to be paint-lock or Owner approved regutations of these local companies and agencies. Include all fees discrepanciea In the drawings shall be adQressed by the Archite�t. materiaL for permlts anQ connection5 relateQ to this work in ba5e bid Unless noted otherwise, plan Qimenalons are from faae of stud O '! 9 00 Joint 5ealers 5ecure anQ pay for all permits, fees, taxes, Ifcen5e5 and fnspectlon in connection with the mechanical work. Upon completion of work, Gontractor to verify all service locations with iocal municipality. All caulking materials shall be single component primeless, non- Gontractor to furni5h the Owner with a certificate of inspection and 5agg(ng type, gun grade, color to match adjacent surfaces as close final approval of the local inspection authority. Np�, as possible utilizing 5tandard color5. - Guarantee all material5 anQ workmanship for a period of one ( 1 ) year DIV15iON 2: SITPWORK from time of final acceptance. Repair or replace, at no expense to DIV1510N 8: DOORS t WINDOWS the Owner, ail defects due to faulty material5 or workmanahip. 02 100 6raQing, Excavatfon, BackfUling Foundatlon DrafnS 1 5400 Plumbin Fixtures OS � 00 Interior poors 9 - Yerlfy all contour and grading information Architect to be notifieQ of 5ub5tantial change5 in the propo5ed graQing plan. All interior door sizes to be verified with the Owner. Provfde Provide floor drains in the Laundry Room t Mechanical Room. manufacturer's guarantee again5t warpage lmin. 2 years). 5ee structural plan notes for further backfill requirements. Plumber to 5ize hot water heater baeeQ on heating system and size �y�s; pA� 08600 6cterior poors t Window5 of the hou5e. Q — All exterior door5 d wlnQows (unless otherwise noteQJ ahall be as The piumbing fixture5 to be per the OwnerS 5pecfffcations. 02900 Lanclscaping per the winQow a Door 5chedule. Window t Door 5chedule are Q - provided for approximate s(ze anQ proportione only. Each wfndow — LanQscaping to be per slte plan. Manufacturer biQQfng on the pro ject to u5e Standard 5izea when 1 5500 ventilating possible. Window5 to be factory glazed with manufacture's standard All Qisturbed areas of the slte are to be re -vegitated wlth mix of low "E" Qouble glazing. Windows shall conform to high altitude ProvlQe exhau5t fan5ln all bath location5. --- native grasses and wildflowers. StanQardS anQ 5hall be 5o certifieQ. All plant materials to be backfilled with one part peat-mo55 to two Prior to ordering the window / exterior door package, the Provide ventiiation at kitchen as rec{uired by code. Q parts topsoil or as per the Subcontractory recommendattons to Architect shall review the Owners selections with the proposed ensure plant materfal5 will live. Door t Window 5chedule. DIVI510N 1 b: ELEGTRIGAL /� _ � L� All decfduous trees to be atakeQ with two ateel "T" stake5 and guyed All operable wfndows to include screen and weather stripping. � � w(th x i 2 gage w(re and nylon straps. window Interiors to be 5tafned 1 605o Electr(cal - Rough GONSIJLTANT� Entry door to be GuStom. Verify type with owner. 5ubcontractor to ProviQe all material, labor and inciQentals to DIVI510N 3: GONGRETE inatail the complete electrical system whether specifically stateQ or Provlde tempered glass as requlred by code. not to make the requireQ electrical syatem5 complete anQ operational. 03900 GaSt-fn-place Goncrete (FoundationJ 08 'i00 HarAware All work shall be executed and in5pected in accordance with the See 5tructural plan5, note5 anQ details for all 5tructural concrete Ail hardware to be as per Owners gpecificatfons. National Electrical Gode, public utitities, atate and local codes and �,pNSUL,TANT STANT: reaulrement5. regulations appiicable to the trade5 affected. 5uch codes, where 088 1 O bla5s t blazing applicable, shall take precedence over these plans and specffications. PIVI510N 5: METAL5 M(rror gtaes to be installed at alt vanitie5 the wfdth of the ba5e 5ub�ontractor shall consult with local utility compan(es ancf cabinet. agencies and ehall extenQ the required electricai service to the 05 1 00 5tructural Metal Framin residence. 5ervice shall be installed in atrict accordance w(th ruley 9 5hower doors to be clear glaes with frame finisheQ as per OwnerS and regulations of theee locai companies and agencies. Include all 5pecificatfons. fees for permits anQ connectfons relateQ to this work In base bid 5ee 5tructural plans, notes and details for all 5tructural steel requirements. Prov(de tempered glass as required by code. 5ecure and pay for all permits, fees, taxes, Iicenge5 and (n5pection in connection with the etectrical work. Upon completion of work, ��T� furnish the Owner wlth a certificate of inspection and final approval DNISION b: G/�RPENTRY. WOOD t PLA5TIG5 of the local inspection authority. �{�� PNI510N 9 • FIw5HE5 Guarantee all materiala and workman5hip for a perioQ of one ( 1 ) year ��(� 06100 Rough Garpentry from time of finai acceptance. Repair or replace, at no expense to 09250 byp5um Board the Owner, all defect5 due to faulty mater(als or workmanship. �� 5ee structural plans, note5 and detaiis for fram(ng mater(al requfrements. All drywall to be 5/8" thick. l.ot a � Lot D 1 6500 Lighting and Other Fixtures Vall Vlll�qs Wsrt Wood decks to be 2 X 6 Redwood construction common, vi5ually All bathroom walls with the exception of tho5e rece(ving tile, 5hali be �ninq hw. a selected for appearance. DecKing to be sealed with ThompSOn's moisture reslstant Qrywall. PhoneS to be 9 pair wire home run5 from each box to mechanlcal vAIL, �.O�ORJSf�� Waterseal a5 per manufacturers specifications. room. All Walls receiving tile shall be "Wonder- BoarQ" or eaual. 06 � 00 Finish Garpentry Gable TV locationg to be home run from each box. All out5lde corners to recefve Bead X radiu5 corner bead Interior trim to be per the Owners 5pecification5. ReceSeed down Ilghts and wall wa5her cans to be per the owners Drywall texture to be two-step, hand applied l"plaster look"). specifications. Interior railings at atair to be inStalleQ on the perimeter walis of the 5ubcontractor to provide 4' X 4' sample for Owners approval of stair as per code. Hardware to be heavy gauge and approved by texture. ^ny ceiling anQ wail mounted Qecorative fixtures to be supplied by Owner. the owner and (n5talied by the 5ubcontractor. �� 06410 Gabinet5 09300 Tlle Low voltage IanQSCape fixtures to be supplied by the Owner anQ ��I�� Tfle to be per the Owners spec(fications. Installed by the 5ubcontractor - verify locations with Owner. All base and wall cabinets to be per the OwnerS specffication. ��I�� 6j,.��'I�� 09 550 Wood flooring ProvfQe 2 - tube fluorescent lights with wrap around lens in the 06420 Gountertops HardwooQ floor to be per the Ownera 5pecification �. Mechanical Room per the Electrical PIanS. All countertops to be per the Owners specifications. Vfy. type of entry door chime with Owner. P v o oe�a, �e rz _ 096 � 0 Garpet b �IO ap�i � pp All countertopg to have back-splash of same materfal unless All Qevice5 to be Leviton Decora or as approved by Owner. otherwise noteci Garpet to be per the owners Specification�. DATG i � a�u c� t q � g O �I 900 Painting 1 6 '720 Alarm t Detection 5ystems x'►!"t` Pafnting to be per the Owners speclfications. ProviQe Smoke dete�tion as rec�uired by coQe. �M�N DY= aa. Mr.G. 9H@T NUMdQR+ All Interfor drywall to be palnted with latex interior flat enamel. All drywall in b ` 1 . � orr�� to be latex interior semigios5 enamal. � O 0 0 Apr - 29 - 97 22 : 59 Alm Architects , Inc _ 970 - 827 - 9650 P . O1 TR�T�lSMITTA�L A�LM �RGHITEGTS, ING. Type= � FAX ❑ P05TAL � HAND DELIVERY Date: � 04.9o.9 'I Gompany: Town of vall Attee�tbn: 6eorQC R1rtl�er From: Brent Alm ProJect: /�.14rete Ghalet Landecaping VAII, Goloredo C.ommer�t.s_ beorge, Folbwing ie an updaLeQ landgcape plan for the Aldrete GhaleL The Owner� have ru{ue9ted several minor modlFication� to the orlginal land�cape plan. They have haQ a con�IQerable pArking problem this past winter, wlth the 'nelghborhood parking on their property. The changes are to Ineure that the elriveway (ZO' wlde as requlreQ by the flre Qepartment) wlll have a greeter �enee of privacy. The chenges are: 1 . Berming on each �Ide of the drlvcway entry (2' - 9' high). �. Flve addltional Blue 5pruce trees. 3. Decorative boulders along Che berm� neer the Eaet property Iine. 4. Relo�ate one parking epece from Qlrectiy In front of the houae to I abng the driveway. 5 . On grade flagytone area to the 5outh of the hou�e. Please let me know If there is a problem witM any of iheee change�. Thanks, � � "ti?-t '', ' a�',_"3d . I-�J�" 71114 aa�o� ,-_ . _ „a . ►:�_�. . _ . _ ■ ■ �, �s. � ■ ■ �,�,.,� 970.8Z7.9650 �NC827.9651 P.P. B4X 521 Gontent�- 4/30/9 �, partlel 9ite plan, plant qet y�, �q�q�pq Gopy t.o: 81G5b FlIC= T/Aldl"CLC/04.90.9 � /TOV [��; balm�cobrado.net - --( - - - f — � — D a z 51TE PLAN LEGEND N 57f�eOL GLW� BOTANG�LNM�E GOMiON►thrE 91� SREPLJ�N 1. verlfy eG conCar rd �s�np n!� 1R�a � w Trem�iloldea � �" �• � be rodFled of s�2»tantiai c,hr�qet0 _ - � -- - - �- �� N Z N� uu�ty �oc.aone to be va��f:ea"' � ��' Pkr� Purpe^� 8Ue 5Qruce 6''a' m�r,lUpa��tu contr.uor eo aeea � �5 o�lnee �be for tach �avlu Pg �� D ` I�G + 1{ P1'inu6 Beeetyl 6Md Gherry 25 6al 3. arlvew to be J O + a� �ewrc o�r ca 3 + �p�zp��.� � Remove �.�p �ol �srequM�tdtoi� conauor» for a1Yeu.y T 4. /J detirbed reaa to be revtql � Y+Ikffbu+er rtiu �p E+RputtpC,o�R 6 6dIUmOAorata 5weetrtootruff vfy � fBeneathTreea � �+ t SFr�be or elong 6 k9�P�d�m BNShope rveed �NY —W— Water StrNGe Na�th Y'lalb) � PodnQ'� Var. �''�`T� . —.E— EICGtrical bErvfGt �+ 3 � �j- �J' EYlV SErVfGt � 6RdlImGOVet b RestucaOvins FesquefBlue) . fFitl SuJ � �Sla�Ga —6— Faae 5e+'v1t�e �� —T— Teie�tiorie 5ervbe 6 DCbepa'me �G6 Plfnt Nwiparrn � b �� ►1en 1 GW,kb O . i � � N E�aTNfi � — — � v GONTOI�t9 \w ' � � � PROPOF#� 1lJ4GONTOULa ` • O � � - Vr'r �h� G� ("�fs�! r• �: � eqx1 SCALE: 1 ' = 20' -- �+ �i�liv � F� u wmt �s+ DATE OF SURVEY: 3/10/92 �' ��'"� �� ' �~' _ �t' Erd�'o�i-►cr oF �� P�'� p��Y �`-�--�, 0 w � . - . - . . . � � . � ,� � • � .. , • :. , , ♦ • � 1 i � ' � � � ' . • � .. — 1 , . 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' ';.. � �. �\�f',� ,` \�� Q� �'�,�:�`� o�. +il� e A►`��"�.,:`'�; `1 � �`��, T► • . t: ..! ��1,��1��r. ��Q' � / ; �, . . . ,..�,,�+ .�� ' �1@ � •'. .��0 �� ✓i ; �� ':;� > ` ;` , . �' ��' � \\ : \` .• \ ��. � . �� • .. �:�� ,.�� ' \\\\\\,. .� ` �f�t1 ,; �\\ ' � r �� '�4 Y .: �r�ii%� / a � •� � %j1. \ . `a �� \ �,.,�, e. . C`�.� v :�i � \ �� . 51TE PLaN LEGEND �, I [� �IT t�, yyp�6p� Ca1APl BoTI.wG,�LN,�ME C,oMMOttNAt� 51� 5fTF PtrN 1 . verify all contou� and grading information. owner to l��b� Alv��l I I ��'� c NOTES� � + 25 � T�mWoiclea Q�king ASpen �" be notiFieA of SWytantial changes in the proposed � ��,�� ' � � gracGng plan + + �� e � � 2 All utility Iocations to be verffied with each - u ` ERr" A�' � �- POWER � WF -�'� � 5 �' PinuS Pungeng Blue 5pruce 6'-8' n,unici ality. Gontractor to determine most efficient � \ � � � location of Ilne9 for each serviGe. Depth anQ alope :, siGN � of Ilneg to be per code. � 68'� 9Lnl�� P.o. Box e a � t 5fiZ1B5 O + + � 4 Prunus Beeseyi SanG Gherry �.5 GaL 3. Driveway to be Asphalt over compacted road base. /��-ht�l,T b�l�l��v7' / 36_ CM - - �( vre� / VJ�IL, GOLOftAIJ'O d(or D 16 '� D + Remove top eoil as rec�uireG to assure atable �h-�� ,� f-�� ttFiRE �"�. No Na REnenR ac � '7�� condition9 for cfriveway. � #5 REf3nR w,� WASHER �y � I � ,G� 4. All Qisturbed area5 to be revegitated with gra5s and '� N � � � T�e-f ��I rz•� 6 � / °� �-1 � � - -- � �` wikJfbwermlx. �a,r �� ' ,� �#�PY ,j�� ''� ' �..�'�• (910I 8a � 9690 � � `�� 6ROU5� GREEK G�NTE� 6ROUNDGOVER 6 GallumOdorata 5weetrvood^uff `/f� �.��yb� � �Ci�-li�� aHT�� 1�„ ii� � � \ �IF�"�'F''t1G{�� MINTUftN, GOLOfLAfJO (Beneath Trees �-�y —yr— Water 5ervice � ` i.I i 4 5hrubs or along, � b �9opo�� Blghopg Weed �� C� 1�1(°.� I N �p�� . + x �•� � `YJ �ULV�2 j" � North W2113) Poclagraria var. —�— Electrical5ervice � �, ' wOOD F C. � „ Q / ��S � � o/ i i: � � � (� 4 p ��j p� A —5— 5ewer5ervice 4 ��` �51 �` + , � � 6'. P'�b� I Fi� f`� � filj-i 6RoUNDGOVER � 6 Festuca Ovfna FeSC{ue (Blue) � � — `�� ;�� (Full 5Un) GlauGa —G— Gd9 SerVlce %� _.� x ' ' ,_ . � � ��VALLE� NITA N DIS �I�� — �r�� Deloe erma IcePlant I —T— Telephone5ervice �FY �e�,o��.a v�-+ u t�.�i �.G-� �l-r-� —� P'� � �- Ca. u PEj r � -- BOOKEW3�A E 7NT � sxs � Niblgenun °� t�A6 �I¢,11 � � �� , � � � ,� � �� p 85. 9 �� 9TAMPs 3�i� / � � � ��+ti� � y .. C� �• 6 5empervivum Hen a Ghicks I '1��- ENG�.o�,{{� ' ��6% � 1� � � . ��P� �, � / c� �=x �S i ir� G �^T �F;O� �-Ir� I ,I'A-uE �'�; - - f � , _ ,:� /` \ \\ 'r �,rir+� — — �'W��- �CF T° {� / ' ' i w..uEgFn-�.� ;� ��/ - � r t � �' �000 FNC�-- � � � ' � �J c,or+rour� #�uP�ir1� , / %�� 5 �u-'��.rE p . - , / � � \ • O r \ q . �o �FJ�o O . PROP05ED . �,� � ~,t:+ . .. `�� I �,ts � �„A � \ r+EwcoH-rour� Nsi-� G , _ _ _ _ _ - - - - sa. � ' � ��\ � � �, � f * � �' �� ' � � -� � ea�w�x �F'Y F��rAr-� W �� *� r �' x . �� ` � /'" � w � � � . (� RETIrNI�GE �J4�0 n ' F �+ J N �.% > � , w �.d IT?-t 'KO`�'E�. c � , PECK- x 9 _� (� �: t 9�opeJ SCALE: 1 = 20 I O , � * ` . , � '�� '%� � � xOT�'9� DATE OF SURVEY: 3 �10�92 I �' w�ruw' � vi'i°�' ' �^'� A'N`f �+c �Ee Far�IP� � i �� u �� + _ ` ' � ;, �--��, r. � , �� E�cE oF �iF't'� E►a�T"or-�cP � l.E�+r+l- F�E�I� � ' � /� / � � �'� • �°__ � 5 ' o�, _ �,.,�-� � . o.�--� - � � i PAVEMENT ' � Fn� rip : GO�° �.G�a--+ �w� - � / / '_ .l _ . � � , ggp _ v� �--- � � \ � n � aNY ��10 F'lF�-S � � . OWTtIi3E . _ ' 1 . 0' " ! .- - - - \ �POI � / / : �E71L6fNG � � ��\ � �x .�� - . \��. / \ BRIDGE — — - R � / � � � - � � � i �/ A ��GF. o UY WIRE � /, / � LOT � '� �� ' � % � r.- i' OF SNOW ON LOT AT T1ME OF SURVEY �O� � � .� � � � - 0. 6322 AG. � � � 4_�� _ i� ��, � "� � � �JORTH BANK OF GORE CREEK HAS SCkTTERED WILL'JW BUSHES .�� E ' �. � �� A � �� l �� Y�''�F' � � �. � _ / � . DENOTES AN EVERGREEN TREE aND i ?S APf?Cx. r�� P . ``�� \ ��E /a / � - \ � � \ \ , - _ ___ � . � �_-� � � � � �� — - � ' \ �-__� 2" � � � EDGE OF CREEK / � -- f � \ �� i � � � � �/ � �� - � d' � �� i � � _ - " � � REVI310N3e DAT�� ; z � � I I� � / � � 20' n ��,, , � _ _ ' �s�, � � � � � � �� -.�� / � � � � � � — — — — ��iF.� — , � �1 - - , * � � -- / ,- ' � � �< � ; �, �:� , ' LOT 5 � ��F ;- �� , �, � � ��- �� , � - � s�: � � � � � '. �t1 \ k��1 / � GAS FACILITIES, INC. � � . � � �,, . 0.5' �i �I v �: ' S � � �J� � h � ��A�r6�l� u � �.f�n�E �l \ � / � Ir� . 6' GAS LWE EASEME . ' �� ' � �n ss. 3 � � eooK iso. PACE a = / � � � � �� `�,, � �'s. 5�� r � ;,a o � c�91� --��tr� Lol•�� ts�y � � � � � - — i � � � � �..,r... � � i � � '�� . A�R MW PL E�� 7968 . 9 � Ft�'v �F t�l I�' I°�A-T�-� �Nt� c�� o�b � �% � y \ _ / -' � , _ N� t�K � 5rai rZe ��I �r' O��i I'� OT GOt-� 1J ��t7 � �/� / / / /" � 196�� . �/ % // / \\ � ��f B SISLOF ELEV � '�= — TFNS Dt''�LIG�TIoI-1 � / �' �—�� , ; ' e'� ��p. � , � � �� _ ' � � - , — / / �= S�i j � . �; � . _ z. o�� / � i — = � � -- � � � a wE�� - , i � _— / �°��i � � � � % ;� — � ioovH. F�oo� souNOnRV _ � ' ' - __ ��PO�weR iiN�- GON9ULT�+NT� � � � �� =� - ' � / � - ,� �/ �� ' � � � � �/� �� i `� � � � . � � t� -� V '_.� 3 �3, 4 .0' / �� / / � -- . � - .: ; G .,� � � _�� j � �� / � ._. � 50' SIHEAM__�� / .,� � / j� � � � SETBACK / - / � � LOT,� - - / / / � �: �POWER / � � � . 64.9 � POLE � / i � � y � ��ru4rER va�vES �/cuv �n�,o� , � �� GON.°�ULTANT 3TAMP: � o' i � 08• , i � � �� i= � LOT 2 � � j j �— � i '� �.. � 0.3941 A� i / � � �� / � � � � � � i / / �' ,;� � - � / � �OJ j! SURVEYOR ' S CliRTI FICATE � � � � � � � � , �,�. II� '�/ � Q � - � � � � �_�� .,�� ,, � � � GJ�J� � 7 . Stan Hogfeldt , a Professional Land Surveyor registe � d �,: n �7 � s -- � 7'� , '� 0. 5 � _ Cj � j" ' _ � 4j • ,. the laws of the State of Colorado , do hezeby cerLify that tt� � s rR�.1t�iT� 1 � � topographic survey was made by me and under my supervision , and � A ��_� % � /-` / / EDGE OF � �" � �- � � � 1 . 3' / / that the s �� rvey is accurate and correct to the bes� t of my �� PAVEMENT� � � � . . � � � = � � �� knowle �7qe , ��f�� , �� /� , . s � � / �, _ _ _ - � �� , � � � _ �, � � j� / %''�� , t P : 3_�?° ='-�--- � � / � / � � % \ --- --- - - Stan Hogfe7 I�O�. � IL.Oti9 / 1 --- ---- — � � ' O � �� GORE�CREEK � � � �� coioraao e . L , s , z6s9a �e�I�V��g�eNNeet � � � � � OVERHEA� _ � � �� _ . . . VIJ�... GC��.C,�AL7Q � � /// / POWER LINE �/ EDGE OF CREEK � / � �.i = �� / / / � � OVERHEAD '�� , � ' / � / // i:% �� owER uNE LOT 11 `"4. � / � � � / �� j�-j � � / �� ;' ' � � , ' � � APPROWE� F�V �-� e , ' �j �/ // � . 5Q- � TOWs�9 f�a=� ��°;� �? � � sz.s � �/ �j,� � � � S 10' 4�� DESIC �9 ��fP�t°J C,�.��D �/ '!� ! � ' � � , � �/ s• //� %� � �R� DATE: .� - � � �� ,�' � �"`�� 9HCCTTITI.�"� ' �� ' C' PLANNER: /`� 5�� / , t/Y . �j� - � � �� LOT 12 c�' �I �� ;� � � / �� / � � � � / � � � � / DAT�, 1q9 � / LOT 13 � x�.e� � i�'. i �-c � � TOPOGRAPHIC SURVEY M�NHY� A. MCG. LOT 2 AND LOT 3 �►�+eerNUr�+eeR� NOTICE : VAIL VILLAGE WEST FILING N0 . 2 According to Colorado law you must co�ence any leyal action based upon any defect TOWN OF VAIL � �� 47199 HIGHWAY 6 & 24, EAGLE- VAIL in this survey within three years after you first discover such defect . In no event , P. O. BOX 1230 may any action based upon any defect in this survey be commenced moie than ten year , EAGLE COUNTY, COLORADO EDWARDS, C0. 81632 Prom the date of the certificati.on shown hereon . 303 949-1406 BIGGS 3 i6 92 . _ '__. _ _ � . --F =s — _ _ _ ' „ "_- - . , . —� _— - . .. ��• . . . _ . _' _ _ _ . - � ._ . . - . , n _ ._ . _ . _ . _ _ _ - �—• - . . , , _ . . � . — ._ __ _-� . . . . . . . _ _ _ - ' __ _ ._ _. r . . . . . . ' . . _ _ _ ' . ,. � . ' .... . . . . _ .. . . . _ � . _ . . . . i .... . . . . . . . -,r... . �. . .�.. -- -� — ._ _ _ " _ _ � ..- - .. . . _. __- �_'" : --. _ '_ _ _ _ . . . . _. � _ _ ' . . . . . . _ �. _ � . . . - . . . . . . . . _ . . . . . . . . . . . .� . . . . . _ . . . .— . . � . - - ^i . c , . . ...�.rw�_�. . ..� � - � ! 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Box 2677 Vail, Colorado 81658 476 - 3258 PLANT SCHEDULE gUANITY _ _ DOTANICAL NAME _ _ _ _ _ _ __ _ COMMON NAME _ __ __ SIZE _ � q PICEA PUNGENS COLORADO SPRUCE 5 - 9 ' � : p AMELANCHIER AINIfOLIA SERVICEQERRY 5 GAL � 1 CORNUS STOIONIFERA REDTWIG DOGWOOD 5 GAL � i r � 5 POTENTILLA FRUTICOSA POTENTILLA 5 GAL • � PRUNUS VIR6INIANA MELANOCARPA CHOKECHERRY 5 GAL � � 4 RI6ES ALPINA ALPIN [ CURRANT 5 GAL 31 ROSA FOETiDA ' BICOIOR ' AUSTRIAN COPPER ROSE 5 GAL g P [ NUS MUGO MUGO PINE 18 -24 " � LANDSCAPE NOTES a 1 , PLANT MATERIAL WILL BE l3ACKFILLED WITH UNE PART PEATMOSS PER TWO PARTS TOPSOIL . t � 2 . ALPINE GARDEN AREAS WILL [iE EXCAVAT.ED 6 " IN DEPTH AND FILLED WITN TOPSOIU , ° � PEATMOSS/PERLITE MEDIA . 3 . THE ALPINE GARDEN AREAS WILL CONSIST Of MIXES OF THE FOLLOWING GROUND COVERS AND PERENNIALS : E3AShET OF GOLD , COLUMBINE , ALPINE ARA[iIS , ROCK CRESS , SNOW - IN -SUMMER , SHASTA DAISY , FIREWEED , BLANKET FLOWER , WILD BLUE FLAX , LUPINE , . MONEYWORT , PENSTEMON , ROCK SOAPWORT , EVERE3EARING STRAWBERRY , ICELAND POPPY AND CREEPING PHLOX . 4 . PLANTING BEDS SHALL CONSIST OF 2 -3 " SNREDDED HARDWOOD MULCH . S . NATIVE 6RASS AND WILDFLOWER SEED MIX SHALL CONSIST OF A BLEND OF : �4 63 62 61 �9 59 58 57 56 55 54 53 52 � 60 SEED MlXTURE RATE IN LBS . /ACRE " — o TROY KENTUCKY BLUEGRASS 10 � SHERMAN BIG BLUEGRASS 2 RUEBENS CANADIA BLUEGRASS 6 ARRIBA WESTERN WHEATGRASS 6 EXISTING TREE SLENDER WHEATGRASS 4 EXISTING TREE EXISTIN6 SHRUBS GREEN NEEOIEGRASS 1 EXISTING SMRUBS SMOOTH BROME 2 . _ CREEPING RED FESCUE 2 � RED TOP 2 WHITE BUTCN ClOVER 1 ( SUBSTI�TUTEIFORLWWLDF OWERAMNXMWILLBNOT 5 � £XjSTIN� SNR�BS BE ACCEPTED . ) EXISTING TREES � 6 . SEEDED AREAS SHALL BE MULCHED WITH 3 -4 " STRAW . I _ '��J L � ' EXISTING TREE �✓ ' �7 � � EXI �7ING SHRUBS 7 . ALL SEEDED AREAS NAVING SLOPES GREATER OR EQUAL TO 3 : 1 SHALL BE CONTROLLED 5 �d �-��-� '; ' � WITH FIBROUS EXCELSIOR NETTING . - � ! �95 . j�}/��1 ,, L�.l�i'� � i � 8 . 3- 4" TOPSOIL WILL BE SPREAD OVER ALL PLANTING AND DISTURBED AREAS . � , ' n^ `� I�+�� /�j _ : . EXISTING TREE fXIS �' 9 . STEPPING STANES SI{ALL QE Of A STONE MATERIAL APPROVED BY ARCHITECT . ��'`-�-�'-� _ � '.' , y •* �.;'�7 ;, ,: . '� � ^ , � , �,X r��S 52 rlf�� lO . EXISTIN6 SPRULE AND PINE LOCATED NEXT TO PROPOSED STRUCTURE SHALI BE PRUNED �� r�;� : " ' � �:-"!t"`-'!IC.__�'�� !� a � ,�, ` ISrIN� rRfE � � � '`� ' C-L�� 53 2 - 3 FEET FROM THE BOTTOM . WILDFLOWER SEED MIX SHAIL THEN BE SPREAD AND I -�. �!>'� ' � • � EXISTING TREES MULCHED IN THESE AREAS . i � - � �^ � • � � . . 54 11 . ENTIRE SITE SHALL BE CIEARED FREE OF ALL DEAD OR WEAK PLANT MATERIAL ; �"'-' G _- SCATTERED BOULDERS SHALL BE GROUPED AND INCORPORATED INTO LANDSCAPE ; � � N,p ;'�oj � 2 - Xlsr 55 . f CREEKSIDE SHALL BE CLEANED UP AND BOULDERS GROUPED INTO A NATURAL APPEARANCE . �n � , � i , X9jt � , EXISTING TREE ING SyR(/gs 56 • -- '. ` � -�'7 � 12 . ALL NEW PLANTING AND SEEDED AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC � � ' - . .r � 1v EXISTIN6 TREE SPRINKLER SYSTEM . SHOP DRAWINGS TO IiE APPROVED IN ADVANCE BY ARCHITECT . EXISTING TREES D �, � . X v � � � ; 63 ,y�T' � }r, � < < ^ I •, � _ EXIS7ING TREE , ¢� � 'l` '}' I �� \�� ,.� ' _ ___ _ ..1 i � J .' �\� '.�� r ' . ' - I —_—__ � . �.1� � � /� �1 Y . ' �' ri � i r'v � I - ' ► y� �'" �}-� ��j , I� ,�^ �� iY� - ✓ ♦ ' `" � �` �� 'I-) lj"� ', i �� \ � ' `t . - ��.� �W �y.��t � 'ZI �LfVU �t'*f- �' � � �_ ' � �a,-'�; _ . . � � . � � � , , �� '-1/ ��k...lr r . �.-i�.� �� , . . �r -- � V 1�� '� .y „ i. . 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Q i � Q i MASTER SUITE BATH � � � � I —z_ i , � r - - � � I w m Y\ � � i � e i x I I , - - - - - I � - - - i , � ~. i � ❑ i y� � i � i I m I � � � I - - - — r- - , , - - - - - - 1 L � � GARAGE MECH i � � --� i I � - - - - - - - - - -� - � � ; � J - - ; � � I � KITCHEN � - _ � I - - - � LAUNDRY DINING FAMILY ROOM l � � I i � � - � � i � - - - - - - - - I i � 4 I i � M CH � O I _ J I I I I _ - - _ _ — _ — _ — _ _ _ _ W I � f i r — > . . . ' . . . . . .. ' . . . ' . . ; . . . ' . , � ' . � J I . . . W I � - -- - - -- -� � � ' FIRST FLOOR PLAN � ~ - � , - W .. SCALE: 1 /I . �-0� W . . . � � ALL INTERIOR ELEVATIONS ARE 3 / 8 ° : 1 ' - 0 '. � 1 . THESE ELEVATIONS DEPICT A GENERAL DESIGN ARRANGEMENT Of CA4INETS , COUNTERTOP9 BUILT- INS , APPLIANCES AND PLUMBING F [ XTURES . CONTRACTOR SNALL SUBMIT TO i ARCHiTECT OR OWNER SHOP DRAWINGS FOR APPROYAI OF DESIGN AND DETAILtNG PP. IOp � TO FABRICATION . ANY MiNOR CONFlICTS BETWEEN TRADES SHALL BE COORDINATED UPON APPROVAL OF SHOP DRAWINGS . ENCLOSED FIREPLACE 2 . REFER TO SPECIFICATIONS FOR FURTHER REQUIREMENTS REGARDIRG CABINETS , FIN ! S5 _S RUE PER UBC I� APPLIANCES , HARDWARE , ETC . 3 . CONTRACTOR SNALL PROYIDE REQUIRED BLOCKING , SUPPORTS AND BRACING IN THE t� OP„M�u. (� 7 COURSE OF HIS WORK FOR FROPER INSTALLATION OF CABINETS , COUNTERTOPS , BUILT - INS , Z _ _ ` � ACCESSORIES , ETC . 2 x 10 WOOD FASCIA � - - _ - - n 2a�-�' V KiD�— Q W � �- -- - - - METAL R 0 Q \ DOFING � -- - -t — - - - -- ' _n 19 '- G3/4 ' � I - - - - - - - _ — TOP BEARING PLATE , � I — - — - - - — � � — - - - . — � C� � O � - _- - - - � � 00 � r� o o � � - - - 1 � - --� �--� o _ - __ _ -_ 3�, - _ -- - - - - - ---� Q „ . O � - tJ � � - - - - - �, u � - 5 � ° W __ � ��__ __ � _-`- II J I ' � I � , ACCENT BAND _ - - -- - --- FINISH FLOOR LL � 3 — L- ` � I -- - i I � � � - - - - - _ _ _- - - -- - - - - - ACCENT BAN4: 2 x 10 WOOD FASCIA W ` W A B G — ' � c� KITCHEN KITCHEN KITCHEN - - _— _ _ _ _ � < - _-- W J _ _ _ _ _ _ _ _ _ _ �i� � � t� � 0 �� - �• O �� _ �_ _ _ _ _ � _.. 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Z i " �� , . . . . . . . . . . . . � . . . � . . - - - _ . . . -- - -- WiEPA O FOR: � , . , , C�yi.�E j �.l�o�i�+�S �y� ' . i . . . • � , . - - ----- - --- - - - _ , � . . . . . � : C �. r . . - . -. . , . , _ . , . . , . REVISIONS. �.} � . . , . : • ' � . .-�� t •, r ! ; .� ❑ � � - � ! ',' c 9rs I � : ,m r . t . � . . � DRN. Br . ,Q. 1 GKD Bv �2c� - . ' ... : . . . . . .. .: . _ _ . . . __ __ . _ . .-- ._ _ . - _ . . . ___ . __—__ JOB� NO 9MEET NO �i I DATE S'r ZS �45� Y � � SYMBOLS & MATERIALS LEGEND PLUMBING FIXTURE & HARDWARE SCHEDULE LUMINAIRE SCHEDULE � . � I N D I C A T I O N D E S C R I P T 10 N K E V F I X T U R E q E M A R K 8 H A R D W A R E D E 3 C R I P T I O N S P E C 1 F I C A T I O N S � FI % TUREMAHUFACTURER MODEL ♦ COLOR MA ,NUFACTURER MODEL fINISH T 8 S BATHTUB WITH SHOWER � C p � p q / o FLOOR 3 �� ADS PLASTIC WITH ". EV FIXTURE ( 9 ) LAMP ( S ) 1AOUNTII . � MANUFACTURER CATAL00 � FINISH a a s aoo a sHe � F FD DRAI �� AS APPROVED - - - RLACI: FLUSH METAL COVER - - - - - - - _ _ SURFACE � � AFF ABOVE FINISHED fLOOR GREASE PROVIDE METAL GRATE �+ EXTERIOR WALL BRACKET 1 - 1004J WALL TO QE APPROVED TO 4E APPROVE WHITE �' Z GT T �qp AS APPROVED RECESS F USH ItJT RECESSED w 0 REF REFRIOERATOR / FREE2ER RECESSED � EXTERIOR SOFFIT FIXTURE ( 'dEATHERPR00F ) 1 - 100W CEILIPJG TO QE APPROVED 0 BE APPROVED WHITE Q � W Mc MEDICINE CABINET ( RECESSED ) N� FIOT CGLD E X AS APPROVED - - - AS APPROVED S APFk01' E RECESSED � = Q ao RouaH OPENINQ FRcEZE - PRO F C IPdTERIOR CEILING FIXTURE 1 - 75W TO BE APPROVED 0 BE APPROVED WHITE FPHD HOSE QIGG WOODFORD 5 P - SURFACE TO 6E APPROVED 0 6E APPROVED ow DISHWASHER - - - - - - - - i "� TERIOR CE1LI "JG FIXTURE 1 - 100W WHIT [ TAIYLES GOOSENECK FAUCET � CEILIP� G RD ROOF DRAIN S - 1 QAR SIYK AS APPROVED AS APPROVED STEEL SEPARATE NOT/ COLD AS APPROVED AS APPROVED CHROME I SURfACE WHITE � � , IP� TERIOR CEILING FIXTURE 3 - 100W CEI ING TO � E APPROVED 0 BE APPROVED FD x( FLO OR DRAIN S _ 2 KITCHEN TAINLES � SURFACE TO BE � " SIt� K �S APPROVED AS APPROVED STEEL SEPARATE HOT COLD AS APPROVED P F� �r� o 3 WALL f!IlSH KITCHEN � �� INTERIOP, SUSPENDED FIXTURE TO 6E RPPROVED �_ � CEILWQ FINI$H S - 3 SINK AS APPROVED AS APPp TAINLES CEILIPIG TO DE APPROVED 0 BE APPROVED APPROVED w 3 F_2 3 ROOM FNISH MDiCATqN � qEFER SPECIFICATIONS ) ' � % I 4 - 40 WATT RECESSED LL 3 FLOOR FINISH LAV G i FOUR 2 ' x4 ' RECESSED FLUORESCENT FIXTURES TO BE APPROVED 0 BE APPROVED WHITE AS EACH FIXTURE CEILING �+ 3 i LAVATORY AS APPR VE SEPARATE HOT C LD AS APPROVE PP ME — � A�� AS i h;EYLESS PORCELAIN W/ PULL CH.AIP� ( PC ) 1 - 100W SURFACE TO 6E APPROVED TO BE APPROVED w • — w AS SHOWN � � ELEV INDICATES EIEVATlO N roP oF STEEL BEAM - � LAVATORY AS APPROVED AS APPROVED APPROVE SEPARATE HOT/ COLD AS APPROVED AS APPROVED CHRGM � SURFACE � I N D E X T O D O C U M E N T S ' IP� TERIOR CEILING FIXTURE 1 - lOOW CEILING TO 6E APPROVED 0 4E APPROVED WHITE Q � ELEV] --y. 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Box 2677 Vail, Colorado 8t 658 47o - 325g PLANT SCHF� DULE QUAWITY 60TANICAL NAME _ _ COMMON NAME - ----- S I ZE 16 P [ CEA PUNGENS 8 AMELANCHIER AINIFOLIA COLORADO SPRllCE 5_ g � � CORNUS STOIONIFERA SERVICEQERRY 5 GAL 15 POTEN7IlLA FRt1TICOSA REDTWIG DOGW�OD 5 GAL 1 PRUNUS VIRGINIANA MELANOCARPA CH�OKECHERRY 5 GAL � 4 RIBES ALPINA ALPINE CURRANT 5 GAL 31 ROSA FOETIDA ' QICp� OR ' S GAL 9 PINUS MUGO AUSTRIAN COPPER ROSE 5 GAL MUGO PINE 1g _ Z4 �� LANDSCAP' E NOTES � 1 . PL ,1�YT ��tATERIAL bltL ! �iE f3„� f; FILLE!,'! '�IiTH ONE FART P � AT�qOS � P 'tR TWp PART$ TOPSOIL . ` 2 . ALPINE GARDEN AREAS WtLL BE EXCAVA7ED 6 " 1N DEPTH AND FIILED WI7H TOPSOIL/ PEATMOSS/PERLITE MEDIA. 3 . THE ALP [NE GARDEN AREAS WILL CONSIST OF MIXES OF THE FOLLOWING GROUND COVERS AND PERENNIALS : BASKET OF GOLD , COLUMBINE , ALPINE ARA6IS , ROCK CRESS , sr�ow - IN - SUMMER , SHASTA DAISY , FIREWEED , BLANKET FLOWER , WILD BLUE FLAX , � UPINE , MONEYWORT, PENSTEMON , ROCK SOAPWORT , EVERBEARING STRAWBERRY , ICELAND POPPY AND CREEPING PHLOX . 4 . PLANTIN6 BEDS SHALL CONSIS7 OF 2 -3 " SHREDDED HARDWOOD MULCH . 5 . NATIVE GRASS AND WILDFLOWER SEED MIX SHALL CONSIST OF A BLEIJO OF : ` SEED MIXTURE 64 63 62 61 1� RATE IN LBS . /ACRE �9 59 58 57 56 55 54 " TROY KENTUCKY BLUEGRASS 60 53 10 52 SNERMAN BIG BIUEGRASS 2 � RUEBENS CANAOIA B� UEGRASS 6 u, ARRIBA WESTERN WHEATGRASS 6 SLENDER WHEA7GRASS 4 GREEN NEEDLEGRAS$ EXIS7ING TREE � SM007H BROME � EXiSTING TREE °j � CREEPING -RED FESCUE 2 EXISTIN6 SHRUBS „ RED TOP 2 WHITE BUTCH CIOVER Z EXISTING SH APPLEWOpD HILDFLOWER MOUN7AIN MIX �i8047 5 RUBS BEUACCEP7ED . ) �R WILDFLdWER MIX WILL N07 6. SEEDED AREAS SHAIL BE MULCHED WI7H 3-4 " S7RAW , 7 . ALL SEEDED AREAS HAVING SLOPES GREATER OR EQUAL TO 3 : 1 SHALL BE CONTROLLED EXISTIN6 TREES t fXISTING SyR�Bs WITH FIBROUS EXCELSIOR NETTING . "� � � - � � � — EXISTING TREE ,, : �� .I � 8 . 3-4" 70PSOIL WILL BE SPREAD OVER ALL PLAN7ING AND DISTURBED AREAS . � �- - _ � • r�� _ �.-z� � ' 9. STEPPIN6 STONES SHALL BE Of A STONE MATERIAL APPROVED QY ARCHITECT . Q `; "� � �� I � EXIS7ING SNRUBS �`�_. :�f---� � • `' _ .� . � , ' lO . EXISTING SPRUCE AND PfNE LOCATED NEXT TO PROPOSED STRUCTURE SHALL BE PRUNED ! y � ° 2- 3 FEET FROM 7NE BOT70M . WILDFLOWER SEED MIX $HALL THEN BE SPREAD AND V�' � ` V • e , �95 " MULLHED IN TNES� AREAS . ' �� Q , �`' ~ EXISTING TREE � "" l''� ��-'�-/pJ ZG� o , £XI srl�� T fX jST 11 . ENTIRE SITE SHALL BE CLEARED FREE OF ALL DEAD OR WEAK P t A '' � �� r _� Rff I�✓G SCATTERED B O U L DERS SHALL BE 6ROUPED AP1D INCORPORATED INTO LANDSCAPE ; • rR�FS 51 NT MATERIAL ; €J( lSTING TREES � �'-� �' ` '�� 52 CREEKSIDE SHALL BE CIEANED UP AND BOULDERS 6ROUPED INTO A NATURAL APPEARANCE . � . , \ � %`--t.. �--o�� ` 53 12 . ALL NEW PLANTIN6 qND SEEDED AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC � SPRINKLER SY57EM . SHOP DRRWINGS TO BE APPROVED IN ADVANCE BY ARCHITECT . � - ' ' � s� c> �o �` (o i .�� -- � EXlSTIN6 TREE S 55 �n'r\/_ , -»z�.E- � , — �- _ . � EXISTING TREES 1 ..y. �� r-� ._ .� � 54 -�- r-c, , .,� �� ."~./ �� , 63 D,%: � ' . � � f XI rly� SHR�BS � ,� �,. iv EXISTING 7REf 56 � ��C�� - =� � ` \' : - , � _ . , �. �"E�' ° �` ' .� � � __ , a�. ,,�, n { �J �11, ' r y � � . , �' ,r�;,� { ^ . . � �-rz � ! 1 � './t` �� iZ ' � \� �1 il�jG/ Z �IfLU � +-.:� , , ,.�k � � � : �,:(� � � �,� � ---��_ - - � EXIS7tNG TREE � � � »Il�/`� _- � �! : , i " � �- � i i _�� , �� , , -�-- -� _ � —� � � , - _ '� � �,�;. � �. 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E_LECTRIC Ar� D w I. INE uF R��CF I I� MECNANICAL REQUIRE NTS - — � � , I o 'k - - - - - - - - - -- - - - - - - - - - - - - - � I �ISTALI PER MANUFA URER I ' � OVERNANG ABOVE � S T A I R S / \ I U J �� - � LIVING ROOM � � "' � � � � � o - - _ - - I I � ' �� 3µ �— 2 x REDWOOD DECKI �IG ON a ' U / I I - ' OPEN REONOOD BALCONY JOISTS FREEZE PROOF HOS 6IE3B � LL � z � ELECTRIC METER (S ) AND REhqTE ATER TYPICAL 2 x 6@ 16 " O . 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Jl p yWj N I - -- - - � w00D NANDRAIL - ItJSTALL - j - !� _ _ _ _ _ _ - _ _ - _ - _ � ° � 'O � � i � ATIOY P.NO CLEARANCES PER � ENT � ' �' �J - PO D/ 3� 3N ' I � � � Z � � `„ m � � �t GGC - ` '� 48 ( -- i .� i I � U Q = � � m • \ i �� CESSED ELECTRIC PANEL f+8 ✓/ ' 2 Q � o � `v \ � + ' / \ ( INSTALLATION PER LATEST IA i � I � � w >- �-- a � I \C�ONCRETE �SLAB-ON - GRADE ON FREE 1 l n ENTRY t�ff C A N D U B C R EQ U I R E M E N T S ) METAL TUBE HANDRAIL - P N R � !�- � I r� E O F C E I ! I r�G � � � o � � � R A I N I N G �G R A V E L P E R S O I I 1O ' � CHA'+ GE � �i' � Q " ' ¢ v I ENGINEER - REINFORCE PER , _ _ _ _ � H A L L INSTALLATION AND CLEAR- O I _- � I Q �� STRUCTUR/�l. D R A W I N G S Q CESSED HOT/COLD ANCES PER UBC - � � PLUMBING BOX � � I I J � m _a _� � � � � � � � � MASTER SUITE � � gATH o ; � � � � � � o � O � - - �� i � i ,,/ i , r � � z �,, I - It0 w � m �v � � ' " � - -1 , , '` ' � � . � ' � i � � � � ' � '° , ,, , . � ; , � _ ` , _ � fi � F8 No � ; 0 x � - - -- - � r- -� � ? ?� � M E C H % _ ' � GS � PS j � I � I � ° _ � I � m � i � � I � o �- c� Z w � � � GARAGE � � l ' - ; `a '' I U � �-� TYPICAL 2 x 4@ 16 " O . C . �� - ' � . '- 3 � o � - - ' I <a8 I z w x UI � -, .ya j - y , INTERIOR , NON - BEARING PARTITION , � I �ATTI C A C C E SS � f � � J � I FREEZE PROOF HOSE BIBB � � I � c � WALL WITH GWB EACH FACE � ABOVE PER U3C _ � I � � � � � �`� I KITCHEN � i U l� I 0 Q � - � I ' � - - . J Io i r _ ��, - i LAUNDRY og � D gI DINING FAMILY ROOM � , . � _� � I ;, � L _ � — �c Q ,� � LINE OF CEILING � I I O CHA�IGE �� ^ M C H - - - - - ��'� �� I I I i i i � ' O O + G - - - -- - LINE OF ROOF - - - - - I I ❑ � �TIERHANG ABOVE � �' > I . _ . , . I - --- - - - -- --� MECNANICAL EQUIPMENT ( REFER TO EXHAUST ,DUC7 AND WEATHEH - � i I � � 0 � � PROOF WALL CAP ( PAIN7ED ) - , ' I ' FIRST FLOOR PLAN — ._ Z 3 _ I SPECIFICATIONS ) INSTALLATION , _ � RATINGS , CLEARANCES PER UBC CAULK AROUND WALL CAP F li � REQUIREMENTS w ° 3 � - 0 32 � - " . � . - # - - -- �i — � - - - - - --- — '��f' - °� — - - -- � 22�o� ec � iE: � i�' . f- o' � � o L � � 8i_ O �i - - - _ __ - - -- - -- - -_ � _-� -�_.-„ NOTE : ALL CABINET MODELS SHOWN ARE BY ' MERILIAT INDUSTRIES , INC . ' FOR OESIGN ARRANGEMENT A L L I N T E R I O R E L E V A T I O N S A R E 3 / $ " : 1 � - O �. AND BIDDING . AlL FINISHES , HARDWARE , ETC . TO BE APPROVED l . THESE ELEVATIONS DEPICT A GEt�ERAL DESIGN ARRANGEMENT OF CA6IPIETS , COUNTERTCPS BUILT - INS , APPLIANCES AND PLUMBING FIXTURES . CONTRACTOR SHALL SUBMIT TC � ARCHITECT OR OWNER SHOP DRAWIPIGS FOR APPROVAL OF DESI6N At� D DETAILLtiG PR ! G� "' FULL HEIGHT MIRROR � MATCHING WOOD TO FABRICATION . ANY MIYOR CO�� FLICTS BETWEE �� TRADES SHALI BE COORDRiATED UrON O1 I ( AS APPROVED ) ' I I pLASTIC LAMINATE 6W6 WITH SMOOTH SHELYES APPROVAL OF SHOP DRAWINGS . ENCLOSED FIREPLACE ~ TWO WALLS , EACH SIDE TOP , EDGE A�� D FINISH ( TYP ) -- _ __ _ _ 2 . REFER TO SPECIFICATIONS FOR fURTHER REQU [ REMENTS REGARDI � G CABINETS , F [ NISt, _S FLUE PER UBC ° � � � SPLASH ( TYP ) � APPLIANCES , NARDWARE , ETC . 3 . CONTRACTOR SHALL PROVIDE REQUIRED BLOCKING , SUPPORTS AND BRACING IN THE �� 0 ?. NN.. � U1 COURSE OF HIS WORK FOR PROPER INSTALLATfOF1 OF CABINETS , CWtITERTOPS , BUIL' - tNS , '' Z • OPEN � � / � �T �� / r . F I ACCESSORIES , ETC . � z X 10 WOOD FASCIA W 0 � OPEN n 24' -4' i i K W363 - WC24 with L53 - � r � � f , --� !•tET.q � ROOFING � � ¢ I � , I � �WZ OD � � WZ OD a� iDGE Q ° W � �=,F= � - � �_ - - - � _ � � - S1 �� K ( REFER IL SINK ( REFER _ � 19 '- � 3/4 ' I 1, LAN % ' i - - - _ - -- - � � i I I; � CUSTOM GLASS SHELVES r - , PLAN ) _ _ _ _ _ _ �+ AND SUPPORTS AS APPROVED I ; ��7�� - - - _ - -- - - - _ _ _ - TOP BEARING PLATE ' �i - - - - - � - - - - - i I OC2766L � _ II Y�—�J` -� - - - --��--�L i i � � - - — - _ _ / � - - - - r � a�� - - -- - - - — � -vA� � C � �_� o i or - - - - - = - _ -� - ¢ N r r - �� I �- : _ BLS36 � I � i - - - � �_� � � --- I �� - - _ - -- - o ia�, � —] . � BD18� : _ 582� B18L BD18 � I ;�824L _� � � ' � � � i �� - - - � -- - � n II ' - 53/a " = w I _ I � - -_ - -1 Dw � SB3 � 1 - L _ �i I �' �=-_ � _ / � T LL L � I / , OE SPACE - � , � 'r i i � I � B� ACCENT BAND FINISH FLOOR � ; ` _� � - l , � T � - 4CCEPIT BAND � 2 x 10 WOOD FASCIA w _ ""J, .TCI , i .'1l; i : � L � i ' B Ci �� , . , - Z � � W E T B A R sTi{ IPS AS �EUU � kEO� KITCHEN KITCHEN srRiPS ��AS � RFQuiREO ' ' � �, � _ i � � � J _ _ _ _ _ � -1 j iOO� ' O „ 4� J � � � _ _ __ -- - _ � I i � � - - - _ - � - -- � 1 � - � � � �L - - - - - - - - - - - - - - - - L�-- - - - - - - - - - - -- - - - - - - - - -- -- -i-- - - -- - - - - -- - - - - - - - - - - - -- — --�� -- i NISH co > o _ FL OR �� 1 __ _, __ �T_ _ __ W W L _ _ _ ' _ _ _ _ -_ 1 _ ____ _- _ _ _� C ` � �� L1NE OF FOUNDATION ' STUCCO ON %" PLYWOOD ' LINE OF EXISTING GRADE SHOWN DOTTED L � � a �, ' �' 3 ' - 0 " HiGH x I - �o SNO'd1� DOTTED ` LINE Of FOUNDATION SHOWN DOTTED -' o t -- - ---� -- - - - GWB WITH SMOOTH DEEP GWEi fURR DOWN � LIGHT FIXTURE ( REFER - J , FINISH ( TYP ) -- - � LIGHTING LAYOUT ) " , � � W3 TILE WALL CAP WITH --�rl l� ' � r ,` M A T E R I A L S & � � � o L-- - OFEN ' i�� "3618 / 1830 - 6 Z HARDWOOD TRIM � �. � C O L O R S L E G E N D � � - , °� NORTH ELEVATION J r+ oo� -_-�-� � ' ' �3 ' - 6 " HIGH x FULL STANDING SEAM TO MATCH ' AEP ' N J ' PLASTIC LAMINATE WIDTH M [ RROR W [ TH METAL ROOFING ZINC GRAY DURANAR 200 W c� - � =�f � � TOP EOGE AND y OOKTOP � I ' TRIM AS APPROVE � � '� � F REFER PL :.4 ) i /`� � SPLASH ( TY ? ) � � � �� - - - ^ a = < -�� w000 sioiNC � x 6 T & 6 SMOOTH REDWOOD _ ,_ = � ,—� L ;, :' ;; Tn ;� � � ,�: r. : p ST _ > '- 2� � � RECESSEO MEDICINE - � ' ', ' N .. �^ - I CAQINET - -- - L - — sTUCCO TROWEL FINISH ; COLOR TO � -� r- L - - - - � L� � i {_ , ' �_] � MATCH STO N8587 � � LL � � i �� I � � � �� PAINT TO MATCH METAL +r �: . I � , ' I � EXTEND AND SUPPORT ROOFING I� 3�� B �lg 82 L� B2 ,1 ' wG COUNTERTOP SEE PLAN METAL ROOFING ACCENT o � NO N I� S636 ' � 01 I BD18 ENCLOSED FIREPLACE : � � �---, _- TOE SPACE - _ I '� / � WINDOW FRAMES Z X 10 WOOD FASCIA . ` L_ _' y ,` f ' � , - � ' , I WHITE METAL CLAD - % METAL ROOFING " / FLUE PER UBC �_ / „ �� v �� -ENCtOSEO FIREPLACE ' ---_ 000a FRAMES PAINT/ STAIN TO MATCH � F D E F FLUE PER UBC - ADJACENT MATERIALS ACCENT BAND i KITCHEN KITCHEN BATH — W000 FASCIA INCLUDES 2 x 4 AT SOFFIT ; ! � � 4 , 4 ., � o ACCENT BAND STqIN T � ' � � WOOD SIDING �io � E 2 - 2 x 6 WRAPPED IN GWB SOFFITS PAINT TO MATCH STUCCO � � , . , � , TO SUPPORT WALL CABINETS � p x 10 'd00D FASCIA PAINT TO MATCH METAL n 19 ' � ip3'4� ' K - - MeTn � cuaROani � R00FING TOP BEARING PLATE , �' LASiIC LAMI 'IATc � �� _ - - - - _ iOP , EDGE AND �GPEfJ WOOD SIDING � - _ : - y r__ _ t1�TAl TUBE GUARDRAiL - I RECESSED LIGHT ( REFER , SPLASH ( TYP ) ,-' GWB wITH SMp07H � - t , INSTALLA710N AND 1 �i' FINISH ( TYP ) " - _ '' LIGHTING PLAN ) -- -- __ � , � �. _ - I � _ � r+ oTes : R FER TO CONSTRUCTION SPECIFICATIONS CLEARANCES PER UBC E � W36 2 � ' �� FOR ALL ABOVE MATERIALS . � I � - � � - , - �� _ I �� '� � � � _ � n q ' 3 �1t ' - , � ; r =� � �W30�8 � r -�� i � WOOD SIDING FINISH FLOOR I - - - - MATCHING WOOD I K W4830 , r- -- - - - - -- -� ' W4230 � ��; IIJ �153� ', j - � STUCCO ON �,�� pLYW00D - - - - - - il SNELVES � -� -= T =-= -� . � �- ._-_ - -- - - a r!aoD � �- _ - � -- = GARAGE DOOR tP.v �ar ` ` J . � _J ACCENT BAND I \ � - ` To, Mh7cH STucco) ; - _ - ---- - � �C � `, I � � • rPLAH ) � EfER ', OPEN � -- - I / . _ - - - � - - _ - - >.� - _�- ,_ . -- —_- -- ! - _- i R - - - -� � i i I i O � / - - - - � � - - � f - - ii � � — � . - - - - — �\ tl 100 , - pn W3324 � ' N3324 . W332 I i ��3pq ' ��-. � - - r ; I � _ � i i i � � ' i i- - - - - i i i i � FINISH FLOOR -- �- - - -� ' : . � � �I ' , - - - - - - � I � I � ', i , 1 �� T -i, - - -- - - - -�• -±- � � i L � 1 - - - - i - � - - - - - - - - - - - - - � i � -- - ` �� I _ I � . � �� i- - _ I i / � I K t . -- _ � � - � - _ � _ _ _ _ _ __ -�J/ _ __ r S _ � ' , - i . , I � � iL_-�11� J � ,1 � ��,� � 64$ ` �� p � li g1 °�� F1 \QE I I �__�_' _ _- __� __� _ � - -_ y� - _* _ - _ 7 - _ _ _ - 1 _ J _ J : � _ _ ,. _ � i z - - , � , , ti � , — i � - i � - - - -'--' � ` L - -- - - - - � i � - - - - - � - OPE�� - - - I � ' - , I� B� s'R j L )NE OF EXISTING GRADE � � --% O - - - !�--- -- - I I _ - � �LI �� E OF FOUNDATION _ � � '` T � � �' F GJARC "� : '_ - I LINE OF FOUNDATION 'LINE OF EX [ STING GRADE --T� �_ - ;, � I ;, � SHQWN D07TED " - � � - STUCCO ON ;" PLYWOOD � - � � NSTALLATION AND � SHOWN DOTTED SHOWN DOTTED � G CLEARANCES PER UaC o H J :• :: : L - ;; SNOWN DOTTED 0 � FAMILY ROOM KITCHEN KITCHEN srai - s ;, ; �EputREO I F a .- l . - . , _,J W o �_ %� , WEST ELEVATION EAST ELEVATION Q • i Q 0 .GWG WITFi Su00Tti � ` L� o FIN ] SN ( TYP � , G; ; ( f•,� F � �: � � U r r j� -,, \ \ :. : .;`,I " : '� � . _ ,".V - - � Q � J .� IL1vlinp :� ; � �, Ffi[ r . � � U i '� O � r O U � � W 4 S � O H RECESSED MEDICINE � � ' c-- 3 ' - 6 " IIIGi { x FULL CABRIET< - _ _ W ] N � WIUTiI ^IIRRO^ W [ TI ; � , - - ,1 � li -- ENCIOSED FIREPLAGE N � ¢ � � � �- c w TR ? '�1 r',� '„ ^ f�C� ; f:�� `-. r � � LA1'ATORY ( REFER � - - 5 - 12 " DEEP PAINTEU . FLUE PER UBC Y ? ,� oN o , LAN1 -T-- -�` - � - I ' ' � SHELVES ON A0.JUSTABLE K- V TRACKS STUCCO ON 14" PLYWOOD � METAL ROOFfNG 2 x 10 WOOD FASCIA I o�, ° � " � - = 1 - — � � ACCENT BAND � Z -- Y ° �--y _ �► - uC2466U � / i i � q q ' � � P � �T7�--`— � U i � i . � � �' � � � O � SCUPPE __ R� DCE � � c? o _ . . R �� Q co � ' � � �� ' . �� " ' .. ' . L � E ��. � � � I I I � 9� ' (0 ��4 W U � G � L�� YD18 Vq �✓ S7R1PS AS REQU1zRLED _ VT12R � , V� O I 2 x 10 WOOD FASCIA ' - o = � � _ n . „ : • � - - - - - - - - TOP BEARING PLATE Q '� �( ' " - � � � I Q V 1 � Q WOOD SIDING - t - - - - - -- - - -- - _- y . Q BATH L M N p I - - — I - — _ :- - - _ f1r m BATH PANTRY BATH FAMILY ROOM - acct �vr ear� o LL W o �CUSTOM MIRROR TO BE APPROVED - � O � � , � � �, - -_ - - /; � � � � T � � � _ PAINTED WOOD SKI RACK FOR 6 PpIR SKIIS -_ 'O ; � , � - _ CUPPE - - -- - - .- - - - - � FINIgH FLOOR o S R � r ' ' -- - GW(i WITN SMOOT 'r{ = g - o� - � � �i - - - - - - � U o � r-� F : NISN �YP ) i � - _ � - - i - ' r , ,I , - - - - - - -- _ - 1d00D SIDING " � i (- - 3 ' - 6 " iIIGH x FULL i � ACCENT BAND � � -+ , I = _ - - - _ � W3 y � �, WICTII MIRFOR WITII I '� - - - \ �- � , RECESSED LIGIIT ( REF � � , r TF, IM AS ,1� PaovEO .. 0� �0 00 D� 0� UO � -- / � � ! � ' LIGtITIt� G PLAN �- _ ' i f y i - � , - --- _ - - ioo ' a ,� - � L _ _ o � I � � � � OOR �, � I � i LAVATORY ( REFER � J ' 1 -- - - - - - --- - i , LAVA1LG ; REFER -- i f " / I PLAN I -p L �J i, , � � , � � � i � � - - - - - - PLAI� , -- -- RECESSED MEDICINE � I � � �•� � � i i - - -y r - - - - T__ - � � - - - - '� ` �_ _ r� �� CABINET J � L \ . � � r ' I ; � 1 � i ; i �� - � i-- - - - - -- - - - - --- - - � - - ' � - � � , � i ( � � � � � i � i � i � � I �^ L _ _ _ _ _ _ - _ _ _ _ _ 1 _ L - _ _ _ _ _ _ L _ _ " _ - _ _ - _ _ ' I I � - _ _ - _ -- / _ V L _p� J_ _ - - _ _ 1 ' L _ _ J � ' � W WOOD SKIRT TO MATCH p _ / � , - " 0 -� METAL TUBE GUARDRAIL - I CABINETRY � � ? E "+ � ' �G wG '� SB36 / �5636 � 5624L 0 S624R � INSTALLATION AND L1NE OF FOUNDATION SHOWN DOTTED METAL TU4E 6UARDRAIL - ' LINE OF FOUNDATIUN � CLEARANCES PER UEiC INSTALLATION AND SHOWN DOTTED �' � % I CLEARANCES PER USC � � 3 y I - LINE OF EXIST [ NG GRADE Z ~ � � SHOWN DOTTED � R $ TOE SPACE T U BD12 V POWDER POWDER BATH BEDROOM BATH LAUNDRY PAINTED WOOD I G BINS ( 18" DEEP ) AS SHOWN �� .: - � .; : �; � � : � � � � / SOUTH ELEVATION all exterior elevations are 1 / 8 " : 1 ` - 0 " � STRiPS AS REQUIREO�