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VAIL VALLEY FILING 4 LOT 1.pdf
ARCHITECT'S Owner L'A SUPPLEMENTAL INSTRUCTION5 Architect � Consultant fXl Stines Contractor [X� Field � Aln UOCUh1EN7 G7Y0 (Instrudions on rcvcrsc si�lc) Other Town of Vail p �U� �C7 ; HllTCHINSON RGSIDliNCL' � RCIIITECI 'S SUPPLLMENT� L (namc, address) VA:CL , COLORADO INS"�RUCTION NO : q ( C'OUR ) OWN [ I: : rD HUTCIIINSON I.JATE Of ISSU�NCG : SB1'TI:MBER 6 , 1991 f0 : SUMMIT HAI3I'PATS ARCFIII [Cl : ARCfC[VENTURE GROl1Y (Contractor) 20 EAGL73 ROAD � 1529 MAItKPsT S'I'RCE'P SUITL, 200 AVON , CO 81620 RPNVCR , CO 80202 COM I:nCI� FOR : CUNS'PRUCCION nRCi II1 [C�'S PRO) CC�� IJC) : 90115 The W<�rl< shalLbe taf�ieJ ��u [ in ae:cordanCC willYthe (ollowing supplemenlal inslruclions issued In accord - ance wilh lhe ConUact Documents wilhout change in Contrad Sum or Cunlracl fime. Prior tu procee� ing in accorclance with these instructions, indic� te your acceptanco o ( these ins � rudions lor minor change to the Worl< a5 consislent wilh lhe Con � ract Documents and return a copy lo lhe ilrchitect. Description : S�L A1"TACI[ED D�SCRIPTION OF APCIIl'PECTUKAL AND S1'RUCTUItAL CIfANGLS /� �CdCf1fT7C,'f1 �5 : fH¢w imcrt bsiin� ol doa�mcnts !ha( supP��rl dc�o�ptionJ 2 — R 1 / 2 X 'll DESCRIPTION OF CHANGGS 7 — 24 X 36 BLUELINE PRIN'fS 15SUC�CII1 s � ' nCCEI'IED : SUMMI'P HAf3I'PA'1S � BY i �_ - �---�_ ��--a� ItY `— Ar ite t ^1ARF P . CKAUF�NGLASS �` Cuntrac �ur 17atc ,.IA DOCUMENT G710 • nKCHII'GCI"$ Sl1PPl.FM[N'IAl INSiIiUCllONS • �q�iiCli �I974 CUI I IpN � AIA^� �'� I'J7J • lllC AMLI: I(:AN IN5111' Ulli OF nRQilif,ClS, t975 NI.W YUKK nA'F ., N .W., WASIIWGIUN, U.C. 1000G G7'IU - 1979 DESCRIPTION OF CHANGES misc \asi9oll5 ASI # 4 SEPTEMBER 6 , 1991 Architectural 1 . RE : Sheet A1 . 1 - Site Plan , for the following clouded delta 1 revisions per re - issued 24 X 36 blueline print . A . Item 1 - site plan 1 . Relocate entry drive . 2 . Relocate entry gate pilasters to be 10 ' - 0 " minimum away from property line . B . Item 2 - entry gate , 1 / 4 " plan and elevation is hereby issued for incorporation into the contract documents . 2 . RE : Sheet A2 . 5 - Roof plan for the following clouded delta 1 revisions per re - issued 24 X 36 blueline print . A . Item 1 - Roof plan 1 . Shorten roof overhang at primary unit deck from 6 ' - 0 " to 5 ' - 0 " . 2 . Note garage roof system to be on pre -engineered trusses in lieu of 2X rafters . 3 . Lower garage / breezeway bearing elevations by 2 ' - 0 " from : A . 11 ' - 0 " to 9 ' - 0 " at secondary garage . B . from 113 ' - 3 / 4 " to 111 ' - 3 / 4 " at east primary garage wall . C . from 113 ' - 10 " to 111 ' - 10 " at primary family room and secondary hallway . 4 . ' Note deck guardrails extending onto family room/ hallway roof at primary / secondary units . 3 . RE : Items 2 / A3 . 1 , 1 / A3 . 2 , 2 / A3 . 2 , 1 / A3 . 3 , 1 / A3 . 4 , 1 / A4 . 2 , 1 / A4 . 3 : General Contractor to coordinate lowering of garage bearing by 2 ' - 0 " for the above noted elevations and sections per previous Item 2 . A . 3 . These drawings are not revised . Structural ( sheets S - 1 through 5 - 5 24 X 36 blueline prints re - issued . ) 1 . RE : Sheet S - 1 for the following clouded delta 1 revisions : �e �jl j`�- — ` A . Shift graphical location of ridge point on secondary unit off of wall and add ( 1 ) 4 " XXSTR pipe column . B • Drop top of wall bearing at garages by 2 ' 0 " and convert roof framing from stick framing to pre - engineered roof trusses . C . Add dimensions locating roof beams and columns . z • RE : Sheet S - 2 ' for the following clouded delta l revisions : A . Change notes at deck framing from 2 X 6 ' s at 16 " O . C . to tapered 2 X 8 ' s at 16 " O . C . B . Change - the support beam at the secondary unit north deck framing from 3 - 1 3 / 4 X 16 ML . to W8X31 . � • Add dimensions locating beams - typical . D • Beam to Beam details for both the secondary and primary units have been re - drawn to show the new beam sizes . 3 - RE : Sheet S - 3 for the following clouded delta 1 revisions : A • Show cantilever 2 X 10 floor framing at primary and secondary units . B • Add cantilever beams ( 6 - 1 3 / 4 X 9 1 / 2 " ML . ) at west of secondary and east of primary units . � • Add beams ( 4 - 2 X 10 ) at east side of secondary and middle at deck of primary unit . D • Show Simpson beam hangers at ends of balcony support frames . E . Show cantilevered 2 X 10 ' s at primary family room fireplace ( as built by General Contractor ) . 4 • RE : Sheet S - 9 for the following clouded delta 1 revisions : A . Show steel columns from all balcony bracing frames . B • Show foundation straight at primary family room fireplace ( as built by General Contractor ) . 5 • RE ; Sheet S - 5 for the following clouded delta 1 revisions : A • Show section 9 / S - 5 members as varying in length - see architectural elevations . * * * END OF ATTACHMENTS * * * i � : � ', , . . Irn � o �em er� � � o c a t� o � C'e�� t� f� c � � e i Legal Descrrption: � � Lot 1 �oil �ol%y Fourth �ling Town of �oil, county of Eog/e, Stote of Co%rodo �_ - ', ' � ' ' % l / � " ' L v � i� , � � i i ✓ u� i i �y; f� O 'u' l" � � l'� ���iill ,`7 y . To ���� �� o � �% ;� 1, �� gie Co ur f � ; Co : � ' ��� ���; �� '�� ��.: , o� w N � 80249. , N � � �-k > / C� _ , , ��� � � � \ ', O Jo�r�e Elevation = B2B6. 6 ' I %—'� H1cI0N �� ` q � � � J _ ,�� �n� 9'�a � � � ` u � F� - � , � . p .4� ✓ I r L� �' � ' ��-� 1 � ? 0 � ,_ I �� ri ' 4� �, k -� � = � `� �C� GRAPHIC SCALE I � � � , � _ ' '� � �j � ; � �' � � ' V��� , ,o o � ,o so .o � i � 1 � � Ni Dormei £levafior = B?B6.8 O �' �� - � � oll � 'V,1 / , _ �.V � . -� � ' �. �_ � 2 ' Over.hang / . ( � �� ) �;_ „ , i � � _ �� / � � m�n = io rt ... Ridg�line_E�e�hon � 'i . . `.. ` I . . i /�bl ;�� a .o' P � _ - - - �-r i� �. L' -�-� � � � . , � `�' ', i � � I 2 Story w'ood rro,me ` r� ° --��.�' � " ' � � � j � � I ; w Dup/ex s lti.�' � � � � �� � � � � q 3 �� 1. A � �°o � � 6 �`'`' --� 2 �``�� _� , �\ .' ' pa. °' � � � 7 U,� G �,, o L�__ �= 38. 5 ty �G F ' �. � ' I Ri09elfie £7evatian = B?B7.J �. � �, _ -fe;- — BURi£u �fZEV,vON£ [iN£ . ;;�:r, C 1 O __ ` /i( ' . S / _ ' 9 ._ — BJRIFD GAS L/NE " � - . A. . F ' Z ' � v� /j� C �f - j(- —ft F[NC£ylNE� Ji , i . _ ' _ - --- - ' I RetOini,�g Wo�l , 7� � J q� , � Q ,._ 4* cued 'c . �° I i y�p . q J - ��ffia �70CK WALL 'B+ POWEN ✓GL[ � � f , 1 �. - hr � � - C4BC£ I£IEV15/ON clN£ lZ UGN7 PoGE m o W - — o P � w i -� m lT O � . � A W � � _ ' . _ s __ _ _ Q E[£CIA1G4( LINE � —� O 1 _ :' WA7[R V.I( dE ' ` 3 . a — —`—Ji � '\. � /n // — Y - - wAJ"/�� L1NE O�G � FlNE NrUr:.t':I �, co _ . ---� ' ' K �� — —ss--- SANITARY SEWFR L/NE „ C � ?. � , - - - - - � 6 . 5 + 3 � y� p �. �c2tnHO,ve = �,, , �'. 2 " T; � / - -w�n— o�E-��c umm uhe o aece a-; \ -: � V I< (pZ R,� � sc�cn �w .,. :- : ' ` �- 10 . 6' ° �. " ��. �� � � �� 't � ' � I I I ; � � C' 3 . D __ � .,rrsr. cu� v�rs (�� � p 570RM JFi1 P ' Lc ' p � � � � � I � �.� DEC/DUOUS IR£E �f fLEC'N'C 74 �r : c>:FMf, � � � (N g �� � �� � I �I ��� �, �[. ELERGRELN rAEE -(� ArvC�Ja B�� I I ' 'MT c'• � * � . 2 ' Over,harg n?i� ; o '� � ' � , i ;I� � � � � Peok E/evation = 8790.9 i ' L . � I4.�� � � - _- _ _ . _ - -�� . . - _ _ . , O� �\ �� 2 ' Overhong /� y v l_egend ond Notes: � � � � �' _ ` �� ; \ ��.me. £!evahcn = 81B� 9 q, o indicotes found monument os described. in � �� '� o? "F' - • indicotes set monument rebor and cop L. S. 15710. � - 8 indicotes contro/ point II �'� I � I f = Survey O�ientotion bosed an (ound monuments as shown. � � 10_6_ _ Easement`s a�e fiom t,he subdivision p/at. � b` ' �1' � E/evotiorrs shown ore based on o n e/evation of 8254. 0 on - ,-2.3�9 4. 6' r� � , Cj � � . the rebar ond cop of the north ap property /ine as showr e . 1 • I _ - + � � � � �� oo.m« ee�ou�� = eaes. s �(j k � � � � � � on the map entitile "Topogrophic Survey, Lot 1, �oi/ �olley. �� � ,� , � � i . SC . . Fourth �ling, Town of Voil, Eag/e County, Co/orodo " pertormed , Z ,` by Eag/e �alley Surveying lnc. , doted 5j24/90. � . _ .; '] '_ r �- � f � ` � � � I �'v0o� B _"op "v i � . [.S. 1661: �j_�y � -ie�vtion = d251. 0 � `�8.s2 �'. � V L- �� •� Nanhoe 'e.�.•. •�:o- 4O S, + 1 �j � �,-r,....,, . 2• (r , 1 � V »rve�� O�ienfofion N 00' � '� ' 3Q" �AJ r' , 155 . 19 ' � s. o• � ,4e�ar i neC,:� k c. o:. / ,- � IMPROI/£MENT LOCATlON CERrlFJCATE �,(�S - / he�eby cerfify thof this imp�ovement /ocafion certificate was Lot 76 I , prepored �or Summif Hobrfat , thot it is not o /and survey p/at �oil U7loge � S/ _ , • ond fhat it is not to be re/ied upon /or the establishment of Third Filing �G� � �-� -� -� • �-- � - � . fence, building, or other future improvement /ines. l further � i ��� certify thot the improvements on the above described porcel on � Y �. this dote 11/19/91, except utility connections, are entirely � �� , /��- � � within the boundories of the porce% except as shown, thot r t, � there ore no encroochments upon the described p�em/ses, except � � � � G -� � �`- os indicoted, ond thot fhere is no apporent evidence or sign of pp any eosement crossing or burdening ony port of said porce% . � L�� � /)j� � except as noted. � �/ ,{/�- �/ " L � � �� � � l �/ �,� � � n� / � � �5 .� ,� � � KENNETH R. ' WILSON L. S. 15710 ATE , / �J � ' - �i �� Z� I�� / " L � � � � � L.�,v-`/ � � l�'� <� < <�/�� ' ��'o�-' �i , -? � . � �� ,�,(�« � �. , ,, � �/� 7� � V � �1 hpfiCe: SURVEYORS 8ER REVIS/ON QA7f BY ✓ob No. IO �ZB Accordiny �o �o,o,odo ,o.. yo� m�=< <amme��e ENCINEEIPS SCHMUESER GORDON MEYER /NC. any lega� ocNon bossd upon any de.�ec! in —����� � Added Ridgeline £7e�oGans /7,'1J�'91 R.F. �049 Surl b urst ��� by� J. T. � ` n,;� survey wan;� n�.� �n o/ter you 1001 GR.4ND Al/ENUE, SUITE 2—E L o ca tl on Cer t . 6ist Alstover such de/xt. M no event may any kgal o�na� cos� :IpO/i a�y eefKr m � GLENWOOD SPRINGS. COLORADO 81601 �m� • Dote: 11�21�91 : m;s survey be rnmmenced mas �h�, �,� y�,� � (303) 945- 1004 (FAX.) 945-5948 Drl ve pP y; K �,y he eanht dote a/ Ins cerir(cation snowr, SGY�A�IUESER —_ /) r. b � CORDON MEYER ASPEN, COLORADO (303) 925-6727 OF 1 �e: t 1 w�/tc �� r1'6" _ � 14'O° 1 1 ,° �3'0" � p0�� 3'0° -- - - - -- - - - - r - - - - -- ;��� 2 - - - - � � Qt},�. MAI�1 LEVEL ' � DEGK RELO�.J ARCHNENTURE GROUP � A ^ � — - - — D E N V E R Y II - � I � ' . A PFdFE.9QNAL Cq�C.14ATK.YJ FQ4 AFC7iiECilAF I � 1529 M4RKET STFEE7 , SUIiE 200 J i � DENVEF, COICFiPDO 80202 - �i-L— —��'-\ I �U . 70J - 893 - 5015 \ i - ' � � � � �'� �...� �.� �.� �•� �.�. �.� � � � � � �.� �.� �.� �•�I� '..... ....... �. ........ . ... 1 „ Architecture 3 �DEGK AT � LEVEL BELOw i : � Interiors � ; � � ' � N Planning � i g'�" ! i i � � i - �EARII'� EL : p6'-10^ ; ��4�� ��g�� � , Development fi _ +-� `� I ^ i I ) : i 1 0 - - - - � � . MGJfi LEVEL i � . � - DEGK 9ELOW A42 � ' � � i - - - - - - � - - - - - - - - - � 3���� j�� `� i i �PPER LEVEL � N iD � ' `\ � � pEGK BELOW , I , , - �E�LA� HUTCHINSON _ _ � - o � i � � i" MFRS FLUE — 1� r , _.__. �, i i � � � GAP - % - � �E �.Rp �RA� . � , , � - , .� � � '' RESIDENCE I I _ I _ 6 , ,_ �_ --- ' ' 6'O" UP FROM EAVES TTP. i � i - � ii I � , i - - - - - - - - - - - f— - - - - ,�i GRIGKET .... . .. . I - - - - - - - - m � F � � �� , _ = _ _ _ _ _ _ _ _ _ ; �� �E��� � � � 6L� _ _ — _ Lot 4th Fin g - - - - - - - - --- - - - — � : i . ....... . .....�. .... . . ........ ...... .o . DEGK 9ELOW i . � I � m = _ I / I ' 3' '" I _ Y ��) �Y �Iley � , � � O N I ; I � - � �I I : ...� 3° � � � � C _.��. i � 7 I T I • � j ; ° � FiREPLAG� � � � � � � _ �, �E �.RD ��RA� � � ; � � � ! VAIL I : yn MFRS FLUE 1- - - - f - - - - - - - - - - - - - - - - - - � 3�� ��4�� 1 c 3'0" AT VALLE75 TTP. I c 1 Q 3 -, � ' � - - - - � � � } — --� r COLORADO i E �� I GAP i L UPPER LEVEL i i � : � - 1 ; I l36 �/B) �o �n � • � = W I GWGKET � DEGK BELOW � t � � N � � � i ° SLOPE I � - i i - � � - - ' � I ' 2 —t � 1 � i t `� �n I �r1 � � Q, I 6 :n � � � � � � � � � - - � � I / � ♦ � � : � _ _ � _ _ _ _ _ _ _ _ _ _ _ _ � � � ♦ _ QQ � � � ' � I 31 1 � ' � ` � � � � I : � � � I � � 1 � �i I I 1� - 60 T � __ � — - - - — — — — — -I - -F,Z��� : � ^ 1 �l � SL E � SL�O E C�nro � - W I i 6� 6 : Y1 � ` j N Q v 2 4 � :o ,(� � � � � � —� : _ 'A �' � I : � �,4n 3n � � �r � �v �B� . IGE 6iUARD OvER � : � � • I ' � � a I i , C� -� .. � - EI'iTIRE DORMER � ; I c�+ N `D � � _ _ `� � � I pG�.2 WA ER6D. DEG If�i 0�2�FTERS W/ `V � N � � � I � ' ' i J R-30 BATT II'iSUL. d PO T VAPOR 6ARR�R TTP. - g� � � i � � � \ I ( • ; � 1_ _ ; ;d i f N I_ . 1 ''�\ 5 � � � S� L� ��� I � � i : i 2 4 4 3 � _ .. 5-V2: : Yz 5-V2: : �'1 r 4 r- I u� � � �� g�� n�n � ; � ; � (% 7/Bl _ _ �, � � � � i � ; TURn IGE E,U4RD UP S1DE5 ' � �� �r Q � _ w 1 � � : I — — — 0� SKTLIEkIT GURB �- - ��- , ; � � � I � i � 5 - - �'��,�� - -- I : i BAT WDO. ROOP � � � � � 1 � j �, � � � N N � � � , , : T � � ; ; 6ELOW � G�N� �A� NOT � S , � � m , , : � � � � ` � � ' � / TILE W/ BATTEI'IS Oh ROOFIly6, FEL I I \ i i : I : i - � Ohl V2" WAFERSD. DEGKIf� 01`I 2X RA�TERS / l ; � - - � � : L _ _J � n ; � � l VE1`I'f5 d� FLUES TNROUE�N ROOF N i ; � R-30 6AT7 IhSUL. d POLT VAPOR BARR�R TT . � ' i � � — I pEARII'IE, EL = 116 10 I � _ i : I N � � i 1�4�� j�� :p � � fz01 � ' i - - - iD � PER f"�GNAI'IGAL � F j 'j : I g�A�, �� : p5��p" � ' I _p � ' J �p I I � � � ¢, � � 2. SI�IOW RAGKS d 6�UfTERS TO BE � � ' I ' � ` � i : N S K T L J 6 N T5 I �� � : � � i Ln F�LP LOGATED 6T F�G. 'c�d � �N � � ,�. \ � • � � � � 7 ' 1f10 � i � C d. - 1 I I ; 'I / � — — — � � : � 1 7 �: 7 l ' _ r � � V O I� � I 1 - - 1 : / n ' I : I ; I � cn I� � � �W � ' • � . .— 1 _ _ _ _ � � : 1 �� I I I N I . I i . _ _ _ _ _ _ _ � _ _ _ _ _ _ _ : 1 I 1 % � ''�� ' � � • � � ^ � • � � � � � r ' � � � � ' � " � � ' � N �' � � / � I � I I � ' : � ' - - cv 3.4 ' 3" 11'6 1; 2o I � � : � � � `° r : I 1090�� 3�� m � � N `° � i— — ' � ` _ I S � UPPER LEVEL � 3" �p � ,; 6�� P4�� i i (�� �_� i i `" �GK BEL� m � � DELK 6ELOW � ; �S E ; i 6�� � �p N � : ................. .� . . �. ............. ....................... . _ _ � �. � _ _ _ _ _ _ � � � � � � � � � � � � � � _ � _ _ _ � � ................. ... ... .� " ' " �. .. � 1 ..I.. .... .. . .. .. . N � � � � _ _ � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ' � " � � T N I : I N : I � �. I . 1 : - � � : I � �' I F C � ° � 5 5 E o i � - - . �1REPLAGE m : �2�0 5 S � � • �� � � ��P � . 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GO-ORp�YATE PRE-EI'IEafiEERED TRU55 TOP GI-�ORD � � � t - ; � LOGATIOn TO MATGN TOP OF 2x RAFTERS � ` . \ -�� I : � • DRN BY JD('I, MP� � I � Q i�E �uAR� r�r�Rar� � � •' � DATE 5-8-91 � �' � �� 3'O" AT VALLETS TTP. ' � G01'k:. TILE W/ pATTElYS �f'� ROOFIrIG FELTS ' � j I U� � � .+jn: �� I ; � Ofl U2" WAFERBD. DEGKIIyEa OI`I 2X RAFTERS OR TRUSSES W/ ' REVISED 9-6-91 � A.s.i.#4 i : i R-30 BATT II`ISUL. d POLT vAPOR BARR�R TTP.` . _. i � \ : � ` � i I ' : i I � ��p�� 7 Y{� 1 o � / � � o � `" � � I � � IGE 61JARD MEI�RAI'E `v ; 3�p�� I � � / I : ' 6'0" UP FROM EAVES TYP. I 0 / % � � I ln j 7 1 1 I / / I ' I I . ' . � -� � I � � Q � � — — — I CI � : � aennwr�, e�. - mb-3ia^ � �R � �� � a_ i � I I ; i JOB NO. = 90115 � I • j� t • o I_ _ _ _ _— _ � _._ _ _ _ __ .—_ _ _ � ? � FILENAME = HR-Rb � . .. 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OF NIP 4 5 ' - (I� " 3 ' - 6 ' 3 ' - 6 ` 9 � ' � ' - � I a -sXia F"'� ` a �� - ' � LEFT FACE — 3 ' - 6 " 3 ' - 6 " 2 ' - 3 ' � � � - RIC=NT FACE ACE RiGNTF x �` L_ IAIDI : ATES rYF FkAME o 3 � - m ' I � - Il �� ° m� � 3 ' ' (0 .+ - - SEF SF " ., t� Sk7. :: 5 � � - m �0 2 I B4LLOON FRAI'IE 1 PLYWp ry+ � . 1 - Pqx9�% ML. „� SNEAR WALL ALL FIREPLACE j-� � � GH�hMEI'S WORKPOINt � — - - — t - - - - _ _ _ — � � - - - fg _ _ � x btl I) 4LL EXTERiOR HE4DER3 ARE 3 - 2x10'e W/ 7 -2x6 BRG. � � � 5`�"6 B � I 8 � I �� 7x `1 . b ,; FLV 9TLLD8 � I -2xb KING 3TUD (U.ON.) - � : ' �- d ; �, I I 9tt.F�- � G'� E IJT T Y N. 7I ALL INTERIOR NEADERS ARE 1 - 2x10's W, �_ zx4 B�. R 0 � F � R A M I N G � SE E �, � � � . sT�o � I - 2x4 KING BTUD fLLONJ P L A N INDICATES 7x10 O 3) ALL ROOF RAF?ERS ARE 2x17 'e • 24' O.C. lU.ONJ - I OVER FR4MING I I a+ � 7n 9 . P :iLI. L � : B F 1.J 7 � I - Y F' W E � -- - - - � - - - °=� 4) ALL GOLUMNS ARE TO BE GONTINUOUS FROM LOAD TO pr F - I ,n � � SOLID BRG. � ? X r � -1"6 0 5) ALL CALUMNS NOTED ARE BRG.. ADD MIN. OF I-2x KING Y x , 8?UD A8 REQ'D. � n` �. � x1i m � 6J GONTRACTOR MUBT COORDMATE GLL FRI`IG. W/ dRCN. Q � I I RIDGE I _ I I_ DRUXa'S. � OTHER TRADEB. t � � � 'IJ PROVIDE 31MPSON MTL. HANGER9 L�T ?LL LOGATION9. ` � 9 II � � \ � +t F E RE: GRGHITECT FOR ROOF SLOPES. PEAK 9LOPEB VGRY. � "i - NG TRU 5E8 � 24' D. � �, � v � : �08 Nn. 91m3- 1099 � - � - - - -- - '� �� I � � DATE MAY 1, 1991 — I I I I �1nb � �OO� � �/� � � � � � � (� � REVISION �� — I �/4 �� _ � � - � �� /� SEPT. b. I°J91 ! ! � /1 `; I � 4 h 5 .?k6 B t� I I 1xb 0 ,?xb I I � L� DRAWN BY� DK.�. � — — — — — — � i x@ 7 - P��x9��z M.L � - 2x10 - - --- --- - - Z -2x10 ' �� REF , UPPER HEADER f�(1 7 - ��. x II'� Ml. IJ\1 /^� o � \�v LOWER NE.�DER � � 4- Pa x 18 M.L . C ��_,..��_ . - � --- - -- - --- — . - -� - - -- - . . . � , 3 �/2 � BENT � 3�BXS o .. ' 6 UJ16x31 � � � , N � � � _ � -- -�\ - - , � � � � ,_ \ � � � ARCHIVENTURE CROUP i /('� _ � I I D E N �/ E R , m j l' � � S3/4XZ4 C3.L . _. a PROFESSlONAL CORPQRATION �OR ARCHf7EC7URE � 1529 MARKET SiREE1, SUITE 200 �� � � f� 3/8 " tYP. 12 " J03vEB930S017ADO eozo� Il� � - � ALL BOLtg ARE I'�i •e TYP. �4x�5 '�o GL. — I I - � � � . N � �� A r c h � t e c t u r e m , � � 5to L6x3'�� x��ax �� -� �,, � � �,' � . Intertors � eacN si�e , � P��� � m � � � Planning ; _ - �_ _ � �--- � � � � � � Developr� ent � ' F' � E I I "v o ; � � � � ' +e ; � 2xs � . i • o . I / � \ / � — � \ u� I j S E k' C N � ' � �j � � � � � � HUTCHINS � N � - . . 3il li � .. '/ � �/� - �3/ x � S I I . . . _ -� � � 3 ' • x91M1 � o ' � � 2 3 4 � RESIDENCE ��– � — — 14 ' - 5 I /2 " i w i � L � I f g�% I � � x I / .��' ALL BOLTS ARE I ��. ' e TYP. ' ' � P,� - � , � LL , Lot 1 , 4th F � l � ng, �� � , ��� = ' a� � ' - _ � " I � ,� . � + � � �'� � + �/ ail Valley _ � ; . � T ��E E +�� - ° � � j� Q�g V A I L , � � �e �b • o.�. = � C ❑ L ❑ RAD ❑ SE A C �. � � %� � � � T- I —T i� � T I� � W ax3i x - e � e e � �� � y _ � ,�o , �F � b --�-� � f �rb � � �� I m — — . . . �� �3- Pi�x18 M1 . � � � � � � � � �� � � - '� � `Ii� L� r e �+e� — — T I - -�- . . �:� �+ � � � I I � DDUGLAS K. STINES Q�� \ �9 I / � — — � I _ _ bN � /Consultnnts, Inc, _ I � I � � I � � I 2x10'e �IY' O.G 2755 S. LoCUSt, Suite 219 � I L � �y �y Delv ( 303C �753 07180222 �� +e � �0 e+� 5'�� 0 0 ; � �y �/ � I� � �P y~ � � I I � — � i 0 � � ti ti , � � e � , e 83iax25�/� GL . P L 2 - 2x10 ��y ti� 1� .. = I 0 , i �`�otamntnnmpii � � � ��� UR .� � � — — — x -- C +p I ���0 $..�'.fC� ��i �n � � 2x10'a + 12 ' O.C. I �` I � I Q j :��p'�.�vl(1� •��+%F� a I -H m E — — — --J :o �,, � �i, , � � – � _ � = - � � � � ��: :�= � � � x � � � -�/�• • �, r • �w � - - - - i C, ;`,J'�1•.,. .•• ��,�` � I ' �����ip��l3fi�5� "� �-t\�`�p� �� ` `�' I I q�GryiqIIIIIUU\\\�`h ryry I � � I � I \ \ � I I I I I I I I I ��`Q T W I I � I I I . � � -^V.' 1 � I I I I I - � 1� � �'- (1� 5- P�� x 9�� M.L. I I J 4- I�ia x 9'�7 ML. I.� � �— � � I I I I I � � � �' o , � � � � � t � 1-� E � E � � � II I � � T P K. V � � _ � v I 2 � ob ie ' O.c. � 2 H'e 16 ' O.C. �� S. � I 1 I I I 5 E E A R N. i �� , I � S E A RC N. �i I J I � - - - 1 -� � � � I I pN I I ` I I I DN I I �- --� - � - -� - -I � � ' '� � - T - -�- -I � L_ _� - — — — � _ _J I I I ' l_ � — — -� J � � I � I II II . ��_ _ _ - _ _ _ - �L ��= = =_ - _ _ _ � lJ I � � � U ALL EXTERIOR HEADERS ARE 3- 2x10'e W, � _2X6 B�. S E C � N D � L 0 0 R I I STUOS 1 I - 2x6 KING STUD (IJ.ON.) F R A M I N G P L A N I I 2J ALL INTERIOR HEADERS ARE Y - 2x10'e W/ I - 2x4 BRG. BTUD � I - 2x4 KING STUD (LLONJ II � 37 ALL FLOOR JOIS?5 ARE 2x1m'e a 16 ' O.C. � l1.ONJ I I 4I ALL COLUMNS ARE ?O BE CONTINUOUS FROM LOAD t0 SOLID BRG. I I 5J ALL GOLUMNS NOTED ARE BRG., ADD "IIV. OF I -2x KING STUD AS REQ'D. ', I � 6J CONTR,4CTOR MUSt COORDINATE GLL FRMG. W/ ARGN. , DRWCi'S. � OTHER 7R4DES. I � I �oB Nn. gIO3_ Im°J9 I �J� ��UVD � L� LUJOU-U I� If-V � uVU � � V� i� L� /�1 � �1 I�� �� _ � � - � �� oarE MAY8. 1991 AU �- 6� 1991 � 0 1lSY � 4 il SEPT. � , Iq91 � I n I I I I DRAWN BY� DK,B. I � - � — — J`� � �J REF . � u�J � � o � . . . _ _ _ _ .. . . . . . . _ . . .. . . _ _ . . _ .. . . ��� n�•o� i�•-m• 2X6 'e • ib ' O.G. 2x6 'e � Ib ' O.C. • _ I I-� f' _ h.� /-� �_ � , � � ,= - � �� ,7i1'I � = N �� I � ! ARCHIVENTURE GROUP , ; /I \ HL � -- �' � � F I I I �*�. D E r� �/ E R � � � bxl7 �G A PROFESSIONAL LORPORATION !�R ARCH17EL7URE - � � I ' � � 2 � , � 1529 MARKE7 STREET. SU/7E 200 5 � DENVER, COLORADO B0202 � � . bXi� _ .__ . _ . _ __ _ _ _ . _ ,�, a ?OJ - B9J-5015 � � . � � � I I � � Y � I � � � ��� � � � � � � INDIG4TE5 TYP FRAME }; _ _ �� -J A r c h i t e c t u r e � � SEE SEGT SHT 9-5 — I I ; _- , _ -� �N ; Inter � ors ��_o� �z,_o, o I I � 1I I � I � � I � Planning 2k6 'e . �b � o.�. zxb �e . �b � o.�. + i i i li �j � �a DevelopMent : � M � � � : � , ; I �, , , , � - � _ . � � - _- -- - - , � � � r , _ T40 �.;� � � � �� , � � � '= HUTCH NSON � I ' ' � � - � +� ' °�2 INDICA STYPFRQME � � � � I I � RESIDENCE `� � � SEE SE T °,,Ht S-5 I I II N o � Iz " z � I s _ I a , I : � _ � _ � ` � L � � � I � I I � I _ � Lot 1 , 4th Fil � ng, o � - 1 � I N -- _ o I zXo- 5�� .� Va � l Valley +�o ' I , f ' _ z= z � ,o � — -- ���� � � . � � +� � 6�Q� � VAIL , ,� � � � , � � o l ' �ti� _ - I � '° � I � . ° aJ a b _ 2x _ COL � RADO � I _NI � � � � ) � � � � - , , I7 - - - \ ft ;, � � �l � � � � � � + � � �I�;� H � � e+%' � �+� � e ��; , r � � I � � � � �r; ��� °i� .�I � �°g I ' _ � . : � , � � � ° � m 1 �` D�UGLAS K , STINES �6 +e � I I �¢ I I N I I � I � 3 - "�m I /Consultants, Inc. I b � N ti± � ' � J � 0 e I J 2755 S Locust, Su� te 219 \ Q 3 - �m _ J — e� I � — _ I I A w 2x1 I I I I I I I � QD I �j � Del VC303C �753 07180222 _ C— — � — I — � � : / I 9 . s, ( // � +b � �II JII +n � � i I . . — — ,� ' I 11111111i1ryry/pry�i� . . A I (I � g1 � I I g � ` V`- I I 1 y / I � : �\�'•O� /� //� I U� � e�� — � � I � e° o " — � � � . '� � � _ '_�°�:' p � � S;.F ` / ; .� � � � Y / � , — / — - x e � I I � -; � �- : � �3 . I , 3 2xI cv I I yy� • _ ,� � r � � � � y=�,� � — \ I I 0 +�D I I 3 I I 51 I I ^' I �.r,•�•!�f .'<4, �r � �C'a � � ( I I I � I %�V.AI� • • � ��\� \\ LL — a Q�% I 1 _ J I I I 3 I I � /,,//��������iA iitn�;����\`` � . I I I ' 12H16 ! I W 1 �x16 II I `�J 12x�6 . I II II � � � II � II . � � - I I a � I I � x x 0 ° ° o q 'ti � � I ry 3 3 I I I I ° 9 n . rv I ry I I I I � 3 N � - - - - - - � - - � - - - - - - L - - - - -� - - - � - - - - - - �� � � - - � � II II 13'-IIUa' •'-44�' I I I I � l'.I�y' _ _ _ _ _ ._ 10'-IM�' _ _ _ _ I I � II I � II II � J � _ _ � I i U ALL ExTERIOR NEADERS ARE 3-7x10'e W, z -�Xb B�. F� I R S T F L 0 � R � � 8TUD5 � I - 1xb KING STUD N.ONJ � — — -- — — — — — — — — � � — — — — — — — — — — � � z � ALL INTERIOR HEADERS ARE 2 - 2xID'e w, �_ �x4 �,� � R A M I N G P L A N I I I I �'�� I I BTUD � I - 2x4 KINCs STUD (LLONJ 31 4LL FLOOR JOISTS ARE 7x10'e • Ib ' O.C. IU.ON.I I I I I I I 4) ALL COLIIMNB ARE TO BE CONTINUOUS PROM LOAD 70 SOLID BRCa. II I I 5� �LL COLUMNS NOTED dRE BRG.. ADD MIN. OF I -ix KING STUD AS REGE'D. I I I I I I 6J GONTRACTOR MUST CDORDINATE ALL FRMG. W/ ARCN. I I I I I I DRUICn'S. � OTHER TRADES. U PROvIDE 81MP30N I`ITL HI+NGERB AT ALL LOCATIONB. I I I I I I J�B N0. 9103_ 1099 � I I I I � DATE MA,- I, �I II I I I I AL1G. 5, 199 � � I I I � DU-U �� � L��Olfll � WG�1uVV � � V � � L� /�1UV � A s I " 4 �/4 �� _ � � - � �� SEPT. � , 19 `11 II II II I I I I I I REF . DRAWN BY � DKS. . ' . � I I I I I I U V - ' � � - - - - - - - - - - - � �- - - - - - - - - � I � � ' T � ° � , -��-- � . . , �. � � _ � , 75 ' - � ' � '� 1� ' - l ' 14 ' - 0 ' 13 ' - 11 ' 3'-0 ' I� ' - I ' I ' - 4 ' IZ ' - 6 ' S ' - I ` I� / \ �T � � e�.��m I __../S7L . Gbl. E � � � Q� fZACE TYR � _4_ - �_ ARCHIVENTURE GROUP D E rv �/ E R TAlU. EL • - n raa�[ss�nr�u CORPORATION fQQ ARCH]TEC7URE � I I 6 I II �.� �j'_II�/4 ' N 1529 NARKE7 S7REEL SUl7E 200 ' TA. FTG S-5 t.0. FTG \ DENVER COLORADD eoeoa '� EL �86 ' -0' I �L •86 '-0' � I I I I I t,O. F?G � 303 - B93-9013 _ _.✓ � — � — — — E� � Bf' -0� '� TL . COL . � Architecture ��ncE ry� — � 4 Interiors TA.W. EL . 0 � , oa S-5 Planninn � — — a � • 89'- IPi ' �—„� — � I I Z ' - ' 3Q x I'- ' T � � ..._ �`1 � � � � T.O.W. EL • I W/3 �4 E WA � � ' � 89�_ i�,�� I II �, � I I T.O.W. EL • �p DevelopMent � `,� � � 93� -2 • 6 N ITALJ. EL . S-5 � 7a' r � � 69'- IPis' � I I sTEp p�p W 2x16 W 12x1 _ _ � � _ I I 3EEARCH � I HUTCHINSDN I I n.P �.oP� . �,_ 2 . r�— � � � � I 8 � � z � - � 32 � � J 8 - �8 � _ � 3,8� � � - 4' TA. F7G :� R E S I D E N C E TA. FTG I Q Q EL •84' -m' �I I E�•8� 0' T.OUI. EL • I � I— -� ' EL • B1 '-a' � 8 � I I I - - � 89'-IP�. ' ` � � '� d'I POGKEt p W xlb _ I I � � � I � TAIU. EL • I ' i �v 90� EL • � I BM POGKET � Q t 1 � 4 t h F � l i n gl ffi'-Y — TAL1. EL . \ / I \ / IIp I , ' 93'-� ' p I x b x — V Q I l V Q l l C y 97EP FND I � 9 I 3 -0' 4' - ' x � 0• I J , � � 3EE ARGH � I I 4 � Y I WP►4 � � .C. A. Y � � � � V A I L i T7P. �4 �-0' . x 1' - THK — S-5 T.OAU. EL • UP 0 � N TA. FTG /4-• Ed. °��-� � '� � ` EL • 8�' - 4' II �+ I � � � � �4• TAIU. EL • \� C ❑ L � RAD ❑ T.O,W. EL . � � 74' I I n � I I i e� , � , r- � 2 2 ' - 4 ' 9 ' - "I 16 ' 10 - /3 ' I 10 ' 6 /I ' 8 ' I � �t w z �i a 3 L_ J ; J �' I � F-_ . , �vp BM POGKET � $-5 6� CI"I .'w�.�T � I I �r I , ��d� I � �_ � JV x �� - � T � I � W 2x22 12x 2 17x2 T.O. FTG /� I — W/3 �4 E . W Ql . � EL . 81'- 4� — I — _ ' . 2. � I I .O.W. EL • -� � ' ' �4 DOUGLAS K. STINES _.^ a 9' 'f°�' ' _ TA1U. EL • e I I � I � n TA�iI. EL • � � I /Consultnnts, I�C. BTEP FND. 8EE 93' - 4' � °� �-�� � ARCN. T7P. � P��T �''y� Z'-9� - � � 2 � SS $ . LOCUSt„ SUit.2 P19 T.O.W. EL • T,O. �G 5 Denver, Colorado 8�c�2� r I I I — x � 7.O. FTG 99' -0�� ' I ��� �� jY� T� EL • 8'7 ' -4' � � S-5 TeL C303 ) ? 53 - 0714 i 4 W Ih I6 � n � EL • 8T -4' W/4'M EA WAY S-5 d1 ' � $-5 �• I I 3 I I I I I TA. FTG � I I I � '� I I , f EL .�I'-4' � � I � TA. FTG I � n \���Q\\11111111111/I////����/ �� � r EL .91' - 4' I �� U REG/s�ii,i.// . � m — — � , ' —� �4' � � � I T.O.W. EL . ,` �O��pS K. �'jr,F,f�pt . ."� TA.W. EL • — — — — — — — — — \ I E�.81G4' 99 0'h ; � �� o P : w,r = DLKWT •l�RGN �v a V:O /F .�:� 'y�e�O� �,_m� , . � . n �,, � ; c � .�`�� ' _ , I ,_�` . 2,_9. � 6._5. 2'-0' 30. x I'-0' THK Bhl. POGKET p�\� 4 I i I I I ❑ I I I I (V �s�:�/y 'W - —T W/3 -�4 EG. UkAT $-5 5 �- 9TEP RJD. 9EE � � � � � ' Za' � '�4 (c�'•• ••'C1��� I TA. F?G S?EP FND 9EE 74' ' I , S-5 I 4 R G H. T 7 P. � �,Q . I � � i /,,'/��s9�������1U��t`````\ TA. PTG �4� . EL •B�'- 4' ARGH T'r P. � �`- 5 3 :� � •ry I r E L .9 3 m'\_ � � u C � ( c 4 S-5 I S-5 61 , �/ � � � a � d � ' T.O. F T G / I �7 � � � - ��4 � 7 � - � �/� � � � � - �3/4 � � Vr 0 � w d Q � T.O. FTG EL • 93' -0' IJ ALL EXTERIOR HEADER9 AI� 3-YxlO's W/ 7 -�xb Bl�a. — � � � EL • 95' -4' 7,O.W. EL • STUDS � I-2x6 KING 3TUD �U.ON.) I I STEP FND BEE � I 99� -0�,� • I . TA. FTG I ARCH T7P. � e — BLOCICOUT I�:ARCN EL • 99'-4• 6 I T.O. FTG I Y 5 \� I �EL •99'-4 ' � '� — � � �� 0 2J ALL INTERIOR NEADER3 ARE 2 - 2x10's W/ I-Zx4 p1�G. S-5 - - - - - � �_ - - - -� — —' �_ — � — — � — I Y STUD 1 I- 1x4 KING S?UD fU.ONJ — 3J ALL FLOOR J015?9 ARE 7x10'e � ib ' O.C. (UAN.I '� 1 � � L — — � � — _ _r � — — —� � —L — _ — _ _ _ _ � 4) ALL COLUMNS A!� TO DE GONTINUOUS FROh1 LOAD TD `Q � � �ti � � r � � \ \ I � _\ � d, 30LID BIOCs. M1l 5 � / � 1C7 ' I�O � � BI ALL COLUMNS NOTED ARE BRG., ADD MIN. OF I-7x KING S-5 y�� 5 � BTUD AB REC�'D. �4 ' - (0 � /� � 5' -8' 5' -9��2 ' 5' - l ' I I S 5 5 ' - l ' I � 6 ' - 5' � � ' - 1 � 6J CONTRAGtpR Mu8? GOORDINATE ALL H�"ICa. W� ARCH. DRlLG'9. � 07HER tRADEB. a r �6 ' -m' I ' 16 , � � r 1J PROVIDE SIMP30N MTL. HANCsER3 AT ALL LOGATIONS. TA.W. EL • e 99' -0'q ' I . o — 15' - 3 ' � ' -4 ' 8' Il' -4' � -� 7.O.W. EL • ��-• I . 99'-0��t ' TALI. EL • T.OFtG. � � I TAFTG. I I 10O 0' EL •% - 4' I / S-5 � � � �EL .gg'- 4• � � — — — � — — — — — — — — — , C`! _ � — — — — — � J I �D (V I TA. FTG � � - � I � E� � �, 4, I 9 � - 4L7 ' � FLAT 1 I I I S�5 � ❑ UNDATI � N & I I � I I `� I I I II 4• CONCREIE SLAB oN 4 • LAYER oF I I b • � I I BASEMENT FLO ❑ R GRANULAR MATER1AL (SEE SOILS REPORT ) F�q? I I F R A M I N G P L A N I I I RE1N�. W / 6x6- I .4Wx1 .4W W.W.F . I I 4 ' CONCRETE SLAB ON 4' LAYER OF GRANULAR MATERIAL (SEE SOILS REPORT � ��, ' , , I� � 16 ' „ REINF. W / 6x6- 1 .aWx1.4W W.W .F . I �I� —�� TALI. EL • � I ' Imm' -0' � 0 � I II � SLOPE PER ARCH. I Q � � O � /. u I6 ' N _ � ' T.O. FTG � N Il ' - 4' I I E� � � -4� W � I I a � I20' - � �7 ' 0 20 � - 8 �/2 � I J �oa No. 9103- Im°A I I I I I T.OIL. EL • I D/+ TE MA7 d, 1991 z I '00' 'm' I � T.O. FTG quG . S, t991 EL • 95' - 4' $ 5 gTEp TOP OF STEM WALL AT 9?EP TOP OF STEM WALL AT �]�, A SI � 4 I I ���A7 � R1W SLAB OVER I I DOORWAY � RLN 9LAB OvER I I SEP T. �, 1991 N — — — �1 I _ , I � - - - - - - - -�- - - - -� � - ry � — — — — — — — — — — _ _ _ _ _ _ _ — � DRAWN BY: DK.�. , T.O.W. EL • J� � Z 10�' -0' S-5 T.O. FTG EL . 96' - 4• 8' 4 ' -0' 16 ' -4' 2 ' - 4 �� ' �0 � - g � 41' - 4' fr�OOM �IDD �a 1����11 � C���SC-�� f►UlC (�l lf r�I� G�. fr� �, l►�il�. V�� � I�N �i4 �� _ � ' o " — �j -- -- - � o � STUD WALL STUD WALL �i7 ' STUD WALL �� � � �� � � ��� � ( 3EE ARGH) BETOND ( 3EE ARGH) �r2 ' � I/2 ' EXP. JOINT MAT. s EI ARGN. �� � ( gEE ARGN) �.� /2 , �SEE ARGH.) z -�5 cor�r. W�F LIVE LOADS USED IN DESICsN : TOP 1 BOT. W.WF. � ROO f _...,......_......... S(d KJB F � ,� x K a - � IOOr ( officeJ.............. 4(I� Sf ARCHIVENTURE GROUP • . � \ � r-- — UJind Pressure,,,BD mph xp. C 1985 UB.C, n E �� � = E R N� � N � Sefsmic..................... Zone � A PR�ESS11riAL C�RMWATIW �OR �RCHITECTWE � � � IS29 MARKf7 SiREE7, SUITE 200 � • PRO,IDE 12 ��.xi0xo' - im• \\ � _ .5 GONT. 2 -5 GONT. GONGRETE : I"1d8 been designed end shall be constructed in DENVER LOI.�RADO eozo� � � ♦ W/ 4 - � 'e xIZ ' ANG. BOLT3 2 . x� - as�-oae * `� ToP � eor. accordance w ( th the American Goncrete Instituta Butlding Code 0 ��, ' GROUT ,y� �' � TOP � BO?. � � . � Q L Requirements for Reinforced Concrete " , ACI 318 - 83 lexcept delete Archttecture z '• / . w •� \ � \ IiiZ • 4 x ' , pdragraph 13, ' Inapectton ' ), and ' Specificdtlons for Structural � , � �-IANGHOR $OLTS Goncrete for Buildings ' , ACI 3mi - $4. Ifl "t2Y' IOY' S �3 TIES x � "4 • 12 O.C. � � � � b ' - 0' O.G. ( TTPJ Q ,� ZS - day compressive strength, f 'c = 4000 paf • e � o.c. I L �a . 2a � m.c. � � x Type IT cement Is ��qu � r�a. Plann � ng a - 5 x L 0 �x JOISTS Q CRAWL SPACE � Admixtures containing chloride lons shall not be uged. Develo r, ent 2x4 KE'rWAI' 2 - S GONT. � n CONTINUOUS TOP i BOT. � Zx4 KEYWAY EA GORNER • ( SEE ARCH.J > 0 • • � GONTINUOUS "` i'1aximum wetar/cement ratio = .50 �"'� �y �/ �y � � Slump = 4qo + Air Gontent = 6qo + a ���\���\�/�\���\�'� � T.OFTG. � /�/�/�/�/ The concrete mix design shall be submitted to the structural e e _ _ - ' e�. . vaRiES �\//�//\//� engineer ior approval prior to the pouring of any concrete. One H U T C H I N S 0 N - = rsee P�aN � ; \��\��\��\ e set of concrete test cylinders shall be taken for each Imm cy or 3 -5 EA. wAY , 2x4 KETWA7 /// ///�// : for each 5mm0 sf ( whichever is greaterl of concrete being placed R E S I D E N C E 2 - 2x17 LEDGER CONTINUOUS � durinc� that pour. The number of cylinders per set shall be dt B, 8, z , � • wi��, ' o NILTI KWIK 0 � AN� ''� �% ' the owner 's discretion, however a minimum of one cylinder shall BOLTS + i2 ' o.c. n �a' O�C. ALT, B' � be broken at � ddys and two cylfnd�rs shall be broken dt 28 days. I 9 vARIES vARIES vARIEB • • BOT. LEG � The re5ults Of the GOnGrete tests aha I I be 9ubmftted to the L � � l � 4 t h F � l i n g� (SEE P�AN) C9EE PLANJ vARIEB structural eng � neer f0� approval . I \ / I I �SEE PLANI V Q I l V Q l l e y 2x4 KETtUAY e SEE PLAN i ' The contractor shall take any necessary staps to prevent the � 3/4 ' . i � -m' ? 3 3/4 � . i ' -m• - -: GONTINUOUS concrete from freezing Gontrdctor shd I I meet the protectfon �/ A I L 3ia � ` i ' - m' 5 rec� uirementa oF ACI 37d1, AGI 318, dnd AGI 306 lGold Weather ' - 3/4' . i � -m• Goncreting ). Gontractor is cautfoned thdt special precauttons COLORAD ❑ . z - �s coNt. may be necessary when us (ng site - mixed concrete. e� S?UD WALL � ' � � SEE ARGNJ R� INFORGINCs STEEL : Shall be AS7M A�ol5, g rade 60, except bars : _. '�, ' zx JOISTS vARIES that are to be welded , and column tfes , shall be grade 4m. ; : � lBEE ARCNJ a• THK S?ONE vENEER IyEE PLANJ R a x �. Provide not less than 2 "5 ' s at each side of all openinc� s 12 ' or ? ! i� CSEE ARGN.) MAX. FHD. WALL T7P a wn - ro Bo�rs greater in walls and slabst extend these bars for 2 ' - 0 " past the ' " ' ` 2 '� G�T HICsNT 5' - rD' - 3/4� . r -m' AS SHOILN T7P. gdq e of the openings . Provide corner bars for all long ( tudinal DOUCsLAB K 871NE6 TOP � BOT, EA. SIDE rein�'orcin . La bars a mtnimum of 36 bar diametars at s I � cea , we�� ro ruee 9 p � /Conwitiant�, Ine. �e a x �z x �. unl �ss noted otherwise on drawings . Field bending of re ars ( s 2155 5. Locust, 3uite 219 PROVIDE 2 - I ' e gp�TS INTO a� s • i �,T . w�2 - i ' e gOLTS not permitted without the approval of the structural �°ng (n6P� . Denver, Golorado amZ22 eL � � SOLID FLOOR FR�IG ABOVE � Ag ��1 T7P. , TeL ( 3031 �53 - 0114 I/Y' � x � \ � - S CONT. T7PICAL EAGN GOLUMN � EA. SIpE � ��� � ANCF�OR BOLTS -� � � � toP � BO?. II�LD t0 TUBE 6i� STRUGTURAL STEEL : has baen desic�ned and sha II be deta i led , • d' -0' O.C. fT7PJ 2 -2x12 LEDCsER L 3 ��7x3 ��ix ��i W/'�� '� � �� � � wi��, ' e HILTI KWIK � fabricated , and erected in accordance w ( th the Idt�st Americdn \ �` , ANG. BOLTS • i2 � o.c. � Institute of Steel Gonstructlon CAISGJ SpeciF �cattona and Code of �, ��\v����� BOLTS • I� ' O.C. MIN. EMBED \\\�\U1111111111ip1/Ij/ � • • � � Standard Practice. Uae ASTM A36 steel and A3m7 bolts , except � ap0 �t���;�,, �' / � � a . i� � o.c. � bolts used at b�am splices and tube hanc� ers shall be A325 high , ' a�,0�•`p�r ,,s 0 � •a • Za � m.c. streng th bolta , Structurdl tubinc� ahell be in dccordance with a�,�;m��'j 'r T ' a � 1X JOISTS 0 � � ASTM-A5m0, Csrade B, Fy = 46 ksi for rectangular tubing and AS7M / _ ;° :�j;,� y; _ CRAWL SPACE ( SEE ARGN.7 v Q � : � � ' A5ml , Fy 36 kal for round pipe columna . �--�y�' �'w= ✓AK.IFS s 5 E E y ,c�; •,.*�•� .�j�y/��j .�j A2CN. ELEV �S . . U100D FRAMINCs: Unleas otherw ( se noted , framin lumber for oists , y4'.,�,�'J' �'•••••••'�?G��.�` ���������, 5+ ��ti 9 � „osinra�P`um��;,`".�• T.OFTG. � /��/��/��/��/� � and headera shail be Douglas - Fir Larch No, 2 , meeting the EL.� v4RIE5 �\������ followlnc� minimum stress rec� uir �ments . (SEE PLAN) �//�//�// Fb = 1�,�0gpsl laingl � member use ) 2x4 KEYWA7 �\���\���\�� e TS Sx5x5/Ib � p GONtINU0U8 � �� 2 - 2x12 LEDCsER bx8 FC = (o � r7 9f � �,°I' endicular t0 rain � i i TYP. STONE VENEER LEDGER DETAIL • UJ/�� ' • NILTI KIUIK BY GONTRAC?OR p p p g aNp �. /� � � 0 Fc = ImSm psl lparallel to grainJ r3 x Lt _ BOLTB • IZ ' O.C. _' is� o.c. .aLr. 8' � 3/4 � , i � -m• � E = 1,�0m,m00 psi BOT, LEG • • Unless otherwlse noted , solid beams shdll be Douglas - Fir Ldreh '^ No . I meeting the following minimum atress rec� uirements . vARIES SEE PLAN Ix4 KETWA7 0 R 4 x � Fb = 1 ,3mfa psl _ _� CON7INUOUB ' W/Z - I'0 BOLTS FV = S� p91 �— as s�+ou.N rYP Fc = 625 Cperpendicular to c�rain) 6 � EA. SIDE Fc = 925 psi lparallel to c� rainl _ WELD TO TUBE E = l ,(o0m,(1�0m p81 3id' . I ' -0' 2 -'5 GONT. � ���' Unl �ss otherwfse noted butlt up wood columna shall be Douc� las - Fir 8' vi Ldreh Stud C=rdde, m�eting the following minimum etres9 rec�uirements . vARIEB � Fc = 600p si For 2x4 'st 6 � 5 psl for 2x6 ' s ( SEE PLAN ) E = I,r700,(CJOO p81 8 '5 sia � � r -m� MICRO - LAMS: Shall be as manufactured by Trus - Joist Corporation , or dpproved equal , dnd shdll meet the following minimum stress requtrements . Fb = 2 ,80m psI BASE S '�, x il x '�, Fv = 285 p91 - w� � -j�. •o X i� 3 Fc = 500 psi lperpendlcular to grainl aNC. ao�TS Fc = 2 ,�00 s ( lparallel to gra �nJ � - Z '�0����� pg ' � � UNDATI � N � , _m. ' FOUNDATION : structure sha II be founded on spread Footings S E C T I ❑ N S gc TYP. TTP. TOP REI�ORCEMENT designed in accordance with recommendationa contained in soils report job no . 9m - 12 , dated September 28, 199m, as prepared by Koechlein Consult (ng En ineers . See soi Is report For log oP test G E N E R A L N 0 T E S hol �s , construction deta� s , drainage, backfill , dnd compact ( on. � rYP. ea�coNY sR.acE �erAi � Maximum Ilowable soil bearing pressure of 3,000 psf. All w 595 footings shall bear on undisturbed soils . a 3/4 ' = I ' -0' � GONTRAGTOR: must veriFy ell dimensfons prior to construction and e � notify Architect 8nd Structural Engineer oP any discrepancy. M f z•_a• ,�,. SHEAR UTALLS : TYP. 70PREME Typ� A shear walis : I /2 ' C - D , C - C Structural II plywood applied directly to framing with I (dd common or C�alvanized Box ndils �� NO 91m3- 1�9 e a = spaced at 6 " o .c. at all plywood panel edges , and 12 " o .c. along DATE �Y 8, 199� � � � intermedidte framing members . All exterior walls. AU4 . 5, 199 � � ASI � 4 f ~ � SEPT, ` , Iqql N / 2—/5'� L OPEN � tlEE RM1� Foie ei¢ � �W LOCJ — I 1 � , 91EP � FTG. i iv � � DRAtW DY: DKA. e � ¢ � � _ � 2 ' - m' (TTPJ r-0' TYP. I- /5's . � TTP. BOT. REINFORCEMENT � , _m. ecra�o orc�xr+c T7P. i � e � Tl'P. REBAR � STEP3 T�� °���' � �� � TYP. IQE I�. AT 87EP IN FDhL WALL . . . . . ,, . . . _r ' . . . " ' .w '_ - . , , . . .. . . , . .. . . . . . . . - .. : . . . .. . � . . . . �. . - �..�-.,_ t . .,�-_ , . - , ' . . . _ _. . , _. _ . . � . _ .s-_ ^^c . - - . . . - , . _ -. -r. _ . � _.- -. -� . � -c _ _ _ . . _ . � . . � � - -s � . . . _ . ' . . _ _ �� . , . . " . ' � �. . " . ' . , . � � . � , . _ ' _ ' . . . -��^�G�Y �+_ �.. .�.��..��.'.�.�r�- .+j. � 7r n. . .'���� / LAND DESIGNS � BY F, LLISON , INC . 11 )n �� HI AVI [K C'ItI I K RI VI � � , , tiUITI "u �1VUN . ( ' OI .uRAUU xIn311 � ' P .l ). ROX I ?5�1 � ;1 �'1 )N . ( ' ( )I I )KAI )( ) � I (�?I I � I ' .1I. R( � X 2r,77 � b' Ail . ( 'UI .I )I< VIll ) � IAS !t � ' � � dl ) t � v-1�� - 171111 � . ' �� tilG. 5Q1�1.U�_ -f� I � :� X � I �li � l v-14 - x ? �tr , � � �-� �...�a�.o }�1�r� 5- �.x►�'�1 �� ,o�Pr�r+s -ro - �-�u`-�-n Nc.._ t�i M-�-La� g�. �.c�a"f�.o It E-�- "ft� �'-F�.�1�.1'!�. , - �x �T�N �2o�-i l�� ���TI �{ 5 �PR��c.E � �'-� l�'f'�ov�[7 'ib �E LfX�."f�f� / l-tZ,c-.T}t� 1FC-�'� � j" �1S'.rIN c.-� � SP �c� '►b I�. %� --- i �-v ..-�[:: E / ' Y_ � �1��� ��t� �.tp.I�F-0t..l L�_�F � � \ (�Z��1�-1C�C7 Td �_ L-�.YAl�wr, _� : � �� � � � � � � � � . 1 � � ��� �. � � w � _ � � - . �-- � � -� � ��,� � � -� �. �/ -- j � i . � 0 p�-� �-� � � � �. � � Z � -� W 0 � � � � a , s - ��I �4� �. -rv jYy �� \ ) - � 1 • 0 \ � � �- �- x,��_� � i �,c� ���� �� \ � \ 8 - NL�.1�-OL11-�-�F �0►-, WQ� C? 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Xla'1�� � Fz�. � � 1 � � ' , � � � � � . � � � � � ,' � ^ : �-_��. �� � , hi�v l.�A.P� -_ . . 1 (� K -�✓�N�`^� L���N�J �� �' . � `T� E�. � r-s--�+.cY� 1�/.� � I � �C. _}", .r-, I >ATE: �— � ` � � 2- �`-�`.�TI NL1 S�'L liL�c. � I , ( -�G P-EMt�� -+ ) , ItEVIS1l1Nti � � � � � ^ -� � . � ,. �-"�F`)t It`.11— ��.�� I.G7 1 � � ��� N � � 1 � , -� -�- - ' � � y - F�,�n�u- . 1 . -_ � �nT� }�� / _ _ \ J � �- -� ���l �v� r���-�1 �-.�- - - rr'��r�ii�.t �l � �iFall_ =�Tf-oEai..ioot� ia t�- �- �-cxt�-rF_o � r � � �� I r;�VIEN! ' � ' ��JAi_ � � I �� ( 0 ��-- _ D,�1T� _.. _. , � �; -„ � ; _ � 1,� _ . _ _, NORTH ' PN� UF,( "I NI �MHI'.k 428 sc �ni .t :: '� u � 1 O ° -O�� ti i tt :c-r: LANDSCAPE PLAN _ - � � � � v PI.sIiT LIST Gffi�tHRSI. NOTHS : � � QII]►NTITY COlgION NAlIH BOTANICaL Nl�?� SIZE 1 . Irriqation system ia to be an underground automatic type , using � pop- ups and Maxijet /drip . 4 Engleman Spruce Picea englemanni 6 ' ht . , BSB , guy 2 . Native seed areae are to be lov groving qrasses and vildflowers . o 8 Quaking Aspen Populus tremuloides 2 " ca1 . , B6B , stake 3 . All slopes ateeper than 3 : 1 vill be covezed by erosion control � 20 Potentilla Potentilla fruticosa S gal . � blankets . > 10 Currant Ribes sp . 5 gal . 4 . Trees to remain are to be protected by means of strav bales tied � 8 Mountain Willov Salix sp . 7 gal . � to the trees for a height of five feet . Large areas are to be � 7 Elderberry Sambucus sp . 5 ga1 . � � gZ7a fenced off temporarily , until construction is complete . � ' S Wild Rose Rosa sp . 5 gal . `��� "Fr � ' "� ' � �� 5 . Evergreen trees are to be 6 ft . in height , aspen are to be � � 20 Columbine Aquilegia 1 gal . � 2 " caliper , shrube are to be 5 qallon container , perennials are N 25 Blue Flax Linum perenne 1 gal . � % to be 1 qallon container . � 30 Poppy Papaver sp . 1 gal . � Gd 6 . Lavn azea is to be aodded Rentucky blueqrass . Soil improvement � ,� 1 20 Sedum Sedum sp . 1 gai . is to be applied at the rate of 3 cu . yds . per 1 , 000 sq . ft . Z Z � � 7 . Rocks and boulders are to be indi enoua and match house . Y � . 8 . Planter bed mulch is to be vood mulch . � G w � � 9 . Refer to topoqraphy map for existing vegetation . w � I = a x� i12r� r� r�KivE ,. 10 . Natural rocks and understory plants will remain undisturbed . o � � � GL vK1��'*Ti ON �� � .. 11 . Houlders will not be used for construction . `� � ,- 12 . No grading shall occur on Tovn of Vail property . 6zao � < �-.-- _ , , _ � � `� � �.� 13 . Applicant shall not damage any vegetation in Town of Vail property �� ` \ � � during construction . � �,1� SS ��',X�oy \ \ . \ L11� . i7-5 � � � � �� � �� � � pR _ _ � �IP . , ;. ,, SG�P � , ; , � � . ; A� . , , ; ,\ � / C� ; , . , � � - - - � � 1 . �� �i Z � �T�,F � , � � � :__ '� � _ � � L � . , �-r✓�� _ , 4 _ ` l� 'M� \ TRACT A � � ' ;�� ' -- v � � .- , � l �l � � � Z � � A � � , , v � , � ,� �� , � � , z �� � _ , � �, ������ � � � - � s � � e . . � � .1� ':W , ,� � _ .; i1T t .�rY- ' 1i"(IC-�P-'ficN .Lcu_ � � � i '-'b. I . : ` � . ,. . 1 . - °FFFF 'n ' r�F�N��h�V� '' ltv- I - � O . " .W. WA 1. � r �. s.� � . i Y�W.S'i.o , 3.W �_ u � . O � W � . �� ' � � � � _6.0 \ � � ' ` - - . . . ' t \ . . . /� � � , 1, � � � � �'�I(� � � � , • . \�� . ',1 .� ' . . -' . �'2 � .:�.01 . . 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Q ',��,i� �i I � J - � - .F . .,., , < J , _ ° ; � �:�r ,T -�. �� I � � _ � � \ j o _�; r r,r; ,v�� c,,,f ;.� ; '�-: � � � :- � � , �, . , ..r ,_ r � "� , _ N \ �� ��'�\ '�MV�;itRi'1 . � 3 t � �'WN .=� '( — :�r�T(� .`�, 'r+ r.; -�'r \ � Q , � � W o0 � /� � � � � � � i � ° 8�� U � $L60 � G$ I S/o s8 lvy la4- _ J O rT1 J O � �1 = U � = 0 Q� N � OOr� 0 - 3 � LOT 16 ( F#31 ,� � � � � O a� � z � SCA� E 1�� = 10� � � W " P��- ��5 � �,�. � SHEET � � � OF k " y � �� ARCHIVENTURE GROUP D E N V E R � �SfXMW. COf1°p24T1i.Y�l FQA Mp{(EClII� SZ7 MAfifEl ST!{{T. SU/E 2� OE7��l�H{ LY]LQ4ADn BddB¢ 78J - &A7-566 Architecture 1 ° Interiors ` 8 . � � Planning � 1 Development �� \ . , \ `'� HUTCHINSON o • `' RESIDENCE � • � . `ti, . , '� . � �'�`. Lot 1, 4th Firng, . . � ' �1 y {`�, Vail Valley G� . VAIL, ` y '"''" COLORAD4 , ,�,+,� . ' ,t S-/��tc- , � i �,,._....� 5" ' ,� 7.c, �►f...hw�. w•a✓ , . 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SIATE lEB -:cr+vffi cY�lOfiaOO 9�dB¢ M.i - 89J��id5 -� rchitecture Interiors ' � anning � � �e � f ��, velopment y `g r ,� ` � - _— - - � „ W ;� - HUTCHINSON �. � �� �� ' „ RESIDENCE � �. �ti , �° Lot 1, 4th Firng, � , • Vail Valley � VAIL, • , �1•� ' COLORADO . . G� . - � � t �� , � � � t � r''""� �t., ��iraltli. G�� ) C� v�/ ��"lr� ��s/ , �S� / . �J • �kc k3 : - ,�c �w.�-�.,...� ,c..c�Ks � .�,�t � , / �� , /��f ��f.ru/S �.v �- �s.n.G�.�' � ��� �ti�� /ds.)t a��� . w � %/ i�e Puiv►are� a-s �% � � raSTif/s �.t c.��,l.I w� � . �� ' �,�t'M`r`.r�j 2Z� , �,,,td •. �,,.�,! �j �14. fni r �u,��.`w . � 41 � � �� � � /�� �� � � �� � �t ��f�4 /�'NG . , �r . , c•.� %/ ,6�c P ,G �fE./ r... �.C. r14- �c►�..�.""`'`! �� � GdN,ci r...irs� ld� iJ' 146e�ivie�� , _ _ — DtrJl....c, u.�.� •� ,��"' <,,,,^ ���s• ,. 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DRAINA GE PLAN 1 lC l V JC Cl lC ll 1 V /`J Ol V' l � JU SI��1 9 CL � � � AUOED OkAlNAGE ANO CONTOUR /NFORMAr'ON i%25/90 OJC � OO � GRAND A �ENUE, SUITE 2—E � COl�'CRE7E kEIA�N�NG W,4� L ORIVcW-I > N07ES B �Z'90 D✓C Orawn by: MH CLENWOOD SPR/NGS. �o� o�o0 8 � so � R�'7'AIN�1�G WALL Dafe: 6 (303) 945- 1004 �22�90 �J ASPEN, COLORADO /303 925- 6727 OF 1L ` � Appr. by: Q w�i — - - - - — — — -- - - -- - — — -- --r---�----- � � y - --��- ._ _.,� .. _ � �- . �� ' : ���r , ... -_. s�= . , � � . ARCHNENTURE GROUP i - � D E N V E R .r A R�FES'9�7WL CQ9°�N7KYJ FOfl AF01lECiId� 629 A4ViCE7 S7F�ET, 9/!E ZEB P',� OBJYH�j CC�LQ�l�00 9P�1 r 7�1 - B90-SH5 N"' Architecture � ..» Interiors � � Planning . 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SOUTH . . . _ . . - - . . . . . . . , , �__- ._ — - _-- � ELEVATION -- - � ' i ' : . . a � - - -- - - -- - — — — --- - - -' � . � DRN BY JDN �, Z � �� DATE � S��E , // i�`%Oii REVISED I � � � � � JOB NO. = 90115 FILENAME = HR-TITL SHEET � D � C� ,�v . -'`--r ' ' ARCHIVENTURE GROUP D E N V E R A PROFE"i90NN_ CQ�Q9ATR7J FQ4 R{7C}f1ECT1./� 529 AA4FiCET S11�Fl, SI.lfE 281A �F7Jb6{ GCICYiADO 98�1 ,70J - dA)3BR5 Architecture Interiors Planning Development HUTCHINSON RESIDENCE Lot 1, 4th Filing, Vail Valley VAIL, COLORADO r- - -'� _r. --.r_ . � `_ - - - - • • ' ' . , ' .. " � . � � . _ • ' � � � � • ' � I � � f ( • • - � � � � ' i ❑ i � 3 . � - - --- - --- - - _-- - - - _ - . ! ; � , , . - � .: : , _� - _ _ . . : � -- - - - -- _ _ �_ � oo ❑ � - _ � � �� � . � . - � . . � : �_ . - : . . . . . -. - . . : . . . - . -- . - - - . _ . � :�--� . . � � .� . - . . . . � - � � � - C1 D �7 . � � � � � �� : � : - -- � . � � . � � , - � . . - - - _ _ -- -_ . . - - -- �_ , _ . . � � . : . . . . , . . . � : . . , _ .- - ` . : . , _ . - . . - � . � . � _ _ . : - ; . . . - � . . . . . . . : � - � I � � . � . . � . . . . . . . . . . . . . . _ _ _ , � _ _ . . . - - , . . _ . � . . . . . . . . . . . . . � . . - � �� - L_ 1 �L ' - 1 � ` . _ . . . _ ; . : : . . . i . . - . . , . ... __ �- . � EAST ..: . � . : . .___ � ELEVATION . � �-.�._.. � DRN BY JD1�I DATE I �� �d REVISED , ��G • � � 4r��0 � ia caPrwcart ssa �wcrno+n� cfla� r; 3 , Lf 3 j G S, JOB NO. = 90115 � �y � , Z-� FILENAME = HR-TITL � � , 9r �,� SHEET � D � � � ARCHNENTURE GROUP D E N V E R A PflOFES9qNIL Cq4'OqAA7K1V Fp4 qRp'ilECll,f� 629 MAR�(ET SlI�7 Sl.!!E d'1B OETM1� COLGTiADO 9�d�t 7W - B9J-586 Architecture Interiors ' Planning Development � HUTCHINSON RESIDENCE Lot 1, 4th Filing, Vail Valley VAIL, COLORADO � _ t � � . - - � � � � � = -_= _- __ ; . . . . . _ - I � . � _ __ - _- --_- - - -- � � . _ , - - - - - ; , - � - - -- _ - - -- - - - _ - - - - -- - --- - - - - -- - - - I - - - --- ------ - - - - -- - -- -- - - - - - =- - - - - - - - _ - --- -= __--- - - - - _ - - - _- - � - - - - - - - - - - - _ _ _ - - _ _ - - _ \ i , ' . . . . . - _ _ - - - - - ------ - - • _ _ �- - _--- ,' �� ., - N I � i _ . - - - -- - - - - - . . . (v� :_ ' i � I f i ' t. - - --_--- . . , • , . . , ' - � � _ - . . _ � .I � , ' . ~ - - - - - . , ; - . . � � � . - _ _ • � � , __.. � - � • � " _ - - � ,� F- _ . . . _ , , _ . � � - � ao T�7 _ _ __ _ _ . _ , _ . � _ _ ,� : � _ _ _ __ __ _ _ _ _ _ _ _ _ � _ � _ . _ , . _ . . . ; � . . - . � �i _ - -- --- � _ _ - - - . � � � � �� L _.� � � � : - - -r - --- - _ _ - - ---- _ � - . � � ' . . . , _ _ _ _ _ _ __ _ . � . , . . . � � - � - � -- _ ___ _� _. . . _ -- -- � _ - --- - - - � _ --- -- � - � . � � _ � � � � . . . . - . , u � _ -- - — i �, ----._ - __ , , _. , , _�. � WEST , �_,_- -. �--�, - ���+ � ELEVATION , �.� , .,---~'�'°`_". .. . ��—`�`� Zy� 7 � Z � fv DRN BY JDI�I - —��� �-- ` Scwn.E �S! �� � �-�' �' DATE �C � REVISED � 2�f � s b I / J � � � � � 5 Y. .r ���� ��, s �� � � � � � JOB N0. = 9PJII5 FILENAME = HR-TITL SHEET � DJ � O TECHNICAL SPECIFICATIONS - SITE WORK By reference , m� s Contract shall be performed in accordance with applicable poruons ot Section 200 through 600 of the Standards Specifications for Road and Bndge Construcuon , d , immersion Compression : Divis� on of Highways , State of Colorado , 1986 , except as modified below : - Voids in total mix % 3 % - 6 % �ARIES 1 . Secnon 206 - Excavation and Backfill for Structures . - Compressive strength psi 250 minimum EXIST. ASPHALT - Retained strength % 75 % r0 BE SAw CUT IYP. a . All Work to conform to recommendations made by Koechlein Consulting Engineers , Report No 90- 1 2 , dated September 28 , 1990 , including the e . Contractor to provide to the Engineer , a job mix composition EX/STINC DlR7 OR following : meeting this section . Submittal shall include testing resuits � lOPSDIL ARFit 6,. sufficient to show compliance and as a basis for in- field density r i ) Fill under or within 5 ' horizontally of the structures , driveway or testing . Testing shall be under the certificatfon of an walls may be constructed from the on-site sandy clay or clayey independent testing laboratory acceptable to the Engineer . :�i'i!�%�i; ; sand soiis excavated from cuts . No cobbles laryer than 6 inches i� EXISTING or topsoil should be used in any fiil . f . Contractor may use an approved anti -stripping additive . AGGRECs1TE BASE iil Prior to placing any fill , the area should be stripped of all g . Compaction - 95 % laboratory job mix specimen . vegetaUOn and topsoil and the resulting soil surface scarified and SLOPE 7R£NCH WALLS compacted . The depth of ropsoil found in the test pits was from h . Tack coat required between lifts and on all abutting old � FOR S,4FE7Y PER 1 to 4 feet , however , greater depths are possible . The topsoil pavement surfaces , unless waived by Engineer . Tack coat wiil o j CuRRENT OSHA �r should be stockpiled for use in landscaping or discarded . be waived between lifts when first lift remains clean and free of � � / / COSH. REOUlREM£NTS W = road and traffic dirt, and the second lift is placed with�n 24 hours m � iii ) Fill should be laced in thin loose lifts and com acted to at least of the first lift . No extra payment will be made for tack coat s P P � �n ' ' � C O M P A C T E D S E L E C T M A T E R/A L 90 percent of the modified Proctor maximum dry density (ASTM materials . Q °f �B� � � OR CLASS 6 ACCREGATE AS D- 1557 ) or 95 percent of the standard Procror maximum dry ' / % , DETERM/NED 8Y OWNER W/ density ( ASTM D-6981 . Minimum asphalt depth - 3 " if laid after construction complete : / � � j� / COMPAC7/ON DENSIIY OF 5 " � f laid pnor to comU�etion of site grading and site concrete � 95% PER ASTM D69B �v) Remainder of site fill may be on-site excavated soils , compacted work � ,. � ,J �,, to 90 % Standard Proctor maximum dry density IASTM D-6981 . � Do not use boulders larger than 24 " diameter . �3 Se �? c � on 604 - Sewers , Manrioies . � � � ets :� � � d Meter : , �, t � `� CLASS 6 AGGRECATE v ) Footings should be supported by undisturbed natural soils below a . All work to be done � n compiiance w � th current rey „� . � n �ns nr ! h� COMPACAON TO 95.7 the topsoil . Soils loosened by machine excavation should be Upper Eagle Valley Water and San� tat� on DiSrnc � �' + � � � � PER ASTM D698 OR � ; 3/4" SCREENED ROCK deaned from the excavation prior to placing concrete for the 476- 74801 °J footings. 4 " M/N. o� ,��p vi ) Pockets of soft soils may be found in the botrom of the � excavations for footings . Where soft soils are found , they should 1) PAIiEMENT REPLACEMENT SHALL MEET fX/STING THICKNESS AND K/ND WITH rHf be removed to expose firm soils and re laced with lean concrete FOLLOW/NC MlN/MUA/S: ASPHALT SURFAC/NG = 3" MlN., AGCRECATE BASE COURSE P = 8" MIN. or compacted soils . The on-site clayey sand , on- site sandy clay or approved imported granular fill are acceptable for compacted 2� BASE COURSE REPLACEMENT SHALL MEET EX/ST/NG TH/CKNESS WITN THf FOLLOW/NC fiil . The fill should be placed in thin loose lifts , moisture MlNIMUMS: ACGREGATE BASE COURSE = 12" A/lN. conditioned , and compacted to at ieast 95 % of the Modified 3J O/RT / IOPSO/L PLACfMENT SHALL AIEEET £X/ST/NG TH/CKNESS AND K/ND W/TH Proctor maximum density ( ASTM D - 15571 or 98 % �r the THE FOLLOWINC M/N/MUMS: 4" 70PS0/L. Standard Proctor maximum dry density (ASTM D 6981 4J SELECT MArER/AL AS FOLLOWS.• 6" MAXIMUA/ SIZE /N TOP 12" OF BACKFILL 12" MAXIMUM SIZE lN REMAINDER OF BACKFILL viil The foundation soils contam cobble and boulder s� ze mater� ai Removal of cobbles and boulders from the bottom of foonny TRENCH CROSS SECT/ON excavations can result in rough excavat� on surfaces . If th� s condition develops during construcaon , the depressions in the botiom of the footing excavanon can be filled wrth lean concrete SCAL£ J/4"= 1 '-0 ' or compacted fill . The fill should be placed and compac �ed m accordanr_e with recommendations presented in the preceding No . vi ) . viii ) The existing sewer line beneath the Droposed res�dence �s to r,r relocated . The exisung sewer line and fill beneath the res�de � � e should be removed beneath the building and a ; least 5 fee • outside the building . The resulting excavanon should p� backfilled in accordance with the recommendat � ons presented � n NOTE : the preceding No . vi ) . Ct � rEV BACKFILL I� —QRA � EL+i DaAIN SNOULO BE AT LEA9T �xi Fill may be required beneath the garage floor slabs or � n I � 8 INCHES BELOW ? OP OF excavaUOns caused by removal of cobbles or boulders dunng _ - __ _-- excavation . Remove all topsoil . The fill may c �nsist of on- srte _ _ _ _ _ _ 2 � FOOTINa AT 7HE HIGHE3T POINT - - - - - �--'- - - - AND SLO ? E DOWNWAAO TO A clayey sand or sandy clay or approved imported granular fill . No - - — - - - _ �_ pOSl1'IVE oRAVITY OUTLET OR cobbles larger than 6 inches should be placed in fill areas . The - - - - - - -_ -_ - - fill should be placed in thin loose lifts , moisture cond � uoned if - — �`�'� �� 70 � suMP wHERE wArER C � N Q4 Qd . needed , and compacted to at least 90 % of the Modiiied Proctor �' ` ' 0 (' � v � 9E aEMOVEO Bv PUMPINQ , � i:Q; aC maximum dry density (ASTM D- 1557 ) or 95 °io of tne Standarc; � _Q. : �. . . Proctor maximum dry density (ASTM D- 6981 . � � . � l '� r , p;' U �;�r� V�r' x ! Observe the following precautions during cor7sbucuon anc 1 maintain atter construct� on is complete : couP � CrEO ' :o . o ,��� � r BE � ow - QaAOE wr, l � � ACKFILI. - oO la ) Wetting or dry� ng of the open foundation excavauon � �b; 9 :. should be avoided as much as possible dunng �° Q � o� � construction . �G •j�; l � INSTA � L WASHEO ( SEE REPOR7 Oo �� • . U. � 1 1 / 2 INCH TO NO . 4 GFiAVEL Ib : The ground surface surrounding the exterior of each FOR BACKFILL , �DoO.� �/'` WITH lES9 THA4 9 % PACSIN3 residence should be sloped io dra� n away from the REC061M � N � ATIONS ) � ' o QlJ rHE r+ o . zoo 8IE 'JE oa � H residence in all directions . We recommend a slope at NOTES � � 'o U�� ,� P p R O V E 0 M � k u F � c ru a E o least 12 inches in the first 10 feet . dno '� 1 . Foundation drain not shown on engineering fl . . : c D R � I N A G E s Y s r E � . fcl Backfill around foundation walls should be moistened and �:Q �� � s�te plan . Drain to be laid on the entire U ;, � compacted to at least 90 /c ot the Modified Proctor penmeter of all strucwres . CO ' v ' � maximum dry density ( ASTM D- 15571 or 95 % of the �c7 ;. ' ` ' � ° :�, t�J C �� Standard Proctor dry density IASTM D- 6981 . 2 . Washed rock to totally wrapped drainage ,; � o:. :° ° fabnc equal to Mirafi 140N (not shown ) . � , . o , �'' � 2 . Section 304 - Aggregate Base Course . ' Z , o., , O , , � , � � . .^ � Provide solid ADS pipe from perimeter drain g > , • , -- a . Class 6 required ; minimum depth 4 " . to sump in mechanical room at minimum � � -� !: • �=� � ' ',� 3 . Section 401 - Plant Mix Pavements - Generai . 1 /8 -inch grade . Provide minimum 45 gallon ° j �;� � ' ' i -- � a o v i o c a v C s H e e - i N a G l U E D T o fiberglass or concrete sump below inlet line .� ' � f 0 U N D A T I O N W A L l r o a E o u C e Wlth removable COVQ! (minimum 24 ° 4 ( NCH ❑ IAME7 � Fi / � I M01S i URE PENETRATION . a . Grading E or C; maximum aggregate size may be 5 /8 " . interior dimension ) . a E q F O R A T E J P i P e . + 2 " M i k . .� b . Asphalt Cement to be AG10 (ASTM D- 946L 4 . Prov�de automatic pump , equal to ' H E 0 A A I N S r! o u � D � E � r, io o N n s � o P E , c . Marshall Properry Requirements : Hydromatic (�iSW 1 7A 1 , Wlth 1 %. " q � N G I N G B E T W E E N t / B I N C k A N D 7 / � f N C H � � Schedule 40 PVC discharge line to e A o P P E a F O O T o F 7 P. A I N . dayhght . Discharge pipe to drain by gravity ': to daylight when cover is less than 7 ' or be � ` - Stability , Ibs . 500 minimum provided with weep hole to back drain to � , Gp�O11 - Flow , 0 . 01 inch 8 18 - Voids , total mix °�0 3 - 1 1 sump . Pump installation to be coordinated C� ; , � �� - A re ate Voids Filled % 65 - 75 P �" F� 99 9 with other electncal and me:,hanical trades . ��,•¢-`� � 2 Compaction , blows each end 50 FO UNDA TION DRA lN DETA lL * . v � ; ;: � _ � _, ��J.,� ��S'., N A'_ - � _�;�J , `' G F C '��' q� s. o� � :�,arE ar ✓ob S ENC/NEERS SCHMUESER GORDON MEYER /NC. L � �� � jLI ti � -� a ,� � DE'TAILS AND Jrown by901 D�C � suRU���ks (� 1001 GRAND AVENUE, SUITE 2—E Tj� � j�`/ LI GLENW000 SPR/NGS. COLORADO 81601 I-�U�'C'H1lNS0 ���11d�1 V� l� � oote: 4 26 91 � ASPE, 9COLORADO 303 925- 6727 , �S'1'�'CIFICA TIOIVS � � �F � SCNMUESER 4ppr. by: Q {NG coROON ,uErER � � [ �.� �,� COL OR9 D 0 SEWER M. N. //64 R/M F_ LEV. = 8262. 60 - - - - - - - - - - - - - - - - _ _ INV. ELEV. = B245. 90 - _ _ _ _ _ � - - - - - - - -- - - _ ` _ _ - \ \ � � \ ` � GENFRAL NOTES wa�N -. -�- _ __ - - - - - - - - - - - - - - - _ � 1. NO CRADING SHALL BE DONE � _ _ _ _ _ _ - -� - - - - � � � � \ � � ON TOWN OF VAIL PROPERTY. � � � \ 6, °� � � � 2. APPLlCAN7 SHALL NOT DAMACE SCALE.' 1 '�= 1 ��_ � � m � � � ANY I�"GETATION OUTSIDE GRAD/NG � I � v \ � � LlM/ TS DURINC CONSTRUCTION. � °' ^' � \ � � 3. ALL GRADING AWAY FROM NDUSf SNALL ��..r � I o � � � \ � B_F AT MIN. 10. 7 AS PER SOILS REPORT � , `"1 � I � EX/ST1NC CONTOUR (TYP� � � BY KDECNLElN CONSUL rING ENG/NEERS, � nKi, VIU[ 1 , 2 ° CHAMFER ��.�V \ ` � \ � � \ � � � � \ \ 9/2B/97. ✓OB ,¢'90- 12. !;; Q � \ O 6 00 � E �� �, \ � 4. SUMP PUMPS TO BE LOCATED /N MECHAN/CAL ROOMS. c� � � O� �' � 8 • 2 �9 � � l\� \ � ` � � \ \ � \ \ 5 � �2 \ � �� ` � \ � � � � \ � \ Pf'.,�7POS NTOUR ( TYF� � � \ \ \ rn /� \ ��� ° � � �� � / p � O � �� �� �' DIRECTON OF S,%RFACE DRAiNAGE � i TRACT A `� � � � \ \'_ \ � \ �� END ETAIN/NC WA� IMTNIN \ � II �- \ °-� � o Ex�s nNC eout�ER � � /� ' � ` � ` � ��_ � � �^ \ ( 1 DENOTES BOULDER I !, PRO�OSED SEWER MANHOLE � � �� 1 - J'� PlL . L �E 80ULDER PlLE � \\ R/an ELfV. = 825B. 30 � \ � \ � � � OFF' '� � � � iNTAC� ROCKFALL ` � � � � �� 1 '6 "' 8 "' 3 '10 "" /h' l'E,4 ; lN ELEV. = 8245. 48 � ' � � �� � \� PROTECT� \ � � ,!vVER7 OUT ELEV = B245. 28 87s? ' � \ � � CROUND � £1 'EL �-_ -_ \ Bz / BOULDER PILE , � , � , � _ � \ B2SB----�_ 6� \ � \ ,., .. �6 \ � �� � �. . � � �� �\ �� �\ � ���? � � � �� � �- � � PRO ✓l RA/NAGE � � � � � � � ' L E O!}l�0 WAL L � A � ' � \ \ � � � c � � �� , , _ , � . � � . � �`' � � _- � �� ; � szs2.00 __ - - - - � l� ��6e \ ?6� \ �g2 � `P \ � \ � -o �r "' m \ _ _ � \ \ • Q, � � \� �-` N °o � o � I- \ � \, � � � o � \ \\ Z � � -M o � � � � � I \�� �o � ' o \ � � \ , TRACT A � , - v � � �� , � � o, � o ' > AReAREN 7 EMEN 7 � � � �,� � � � � \ � \ � ^ '� a (� � � �� � - 2 ' HIGH ROCX WALL, �CIN � i \ z N � I � � \ C l i � � \ � �.\ � � • � PL A L�£MEN T O�ROCK�.� ��` \ `• � - -6 - - - - � � PRIM�RY RESI NL'E � �� ��. A . BfLOW (JRI �EW Y CRAD� � � io: t stoP �oM � FF - 826 \ p ��- A ��� ���-� , � � � USE M/Niy1�iM '2 " DIA . U�' ERS. � � L �iER � = B 56. 0 � � � � ���, � � � 27 � � , � � �o�s�EO�,��a _ � � _ _ , s�64. 5 � .� � �, � � ` � �� ` DIMENSIONING SECTION _ _ � SEWER M. H. y63 " - \ � � � �, - -a�ss oo- � � . , '� \ � e RlM ELEV. = B 58. 1 \ � � - � � \ \ � o INV. ELEV = B 45. �3 ` _ _ � - �j DESIGN NOIES: � �\ - INSTALL C NCRET \ � � � � , RE lNING �Ai L � \ � 7"" CO �EF�' � \ � � � � � � l ` (SE� DETAIL � , 7. A 300 PSF UNIFORM ROCKFALL - � � , , I � � � � � I � � LOADING W,4S ASSUMED. � � � \ � � \ � \ � \ �� � �J I 1 _ � ' � � 2. MAXIMUM 70E PRESSURE = 1970 PSF _ _ � ,� �T��� � `,�.FfL �` � � , Q, �-1� -\ - -��-� -- f l i \ � � \ '. � � \ � � � 3. PASSNE EARTH PRESSURE = 250 PSF /f 5 Cs� 5, 5" OR %6 C� i. ,,' , �,`� \ � LOT 1 � � , ��� r i�NE � ` � . .a .� � , � � 4. SLIDING COEFFICIENT = 0. 5 - HORIZU�ITAc _ TEEL �� � � �, 0. 3960 - � '%uNDATION LINE � � � ` -_ � �' � �\ � i \ • � � � � ' S �'�� , i ,�0 0 � � . B.•� ,, � y, r � �. � � 5. EARTN WEIGHT = 1 10 PCF ,p`4 � 7�„ > ' ��� F' , �;rf 'C� �E �- �°'� � �� � T � _ _ t - � � ' \ 4'�� ,_ 0 .1 iF�> �� r" C�yYNER � �8 � _ � � ' ', � CONSTRUCTION NOTES: � r � � •`• /� 2° CO �EK r -i- �. , ; ,. , , , , � " '� j� � '. CONCRE7F SNALL BE 3000 PSI. � ` � �: �5 ., i �� � .v _ � � �V � �ROWYO i t 1-'E i �� � ��R OF J � _ � - i • � � \ � �'. STEEL REBAR SHALL BE 40 KSI. ',F ✓✓FR M. H. �62 y r - � �� . � . � , A /. i /< / � . � � T �';M ELEV. = 8254. 5 \ I v ; , � �\ � , , � - . � � � � � �� � A�' � \ .�� � ;�vV ELEV = 8244. 7.3 p �� ', � � � � \ INVERT ll�l� ELEV. = B2 . 83 � ��-- _ �� s�NDARr Kl"�iciEV � � � . � � � �\ \ � , - � � �� � � � � � ' � L 7�F / 826h. 0 �'r � � � � . � � � 1 PROVIDE 1. 5°x3. 5"" KEYWAY -� � [ JI�ER�FF - BZSF,f% r+:h� � , . A � i � \ / � \ n �'U , . \ . . .- • � � ' , < \ 1 ' ,� � � � ` � \ \ \� � 12"' HOOK � . - �5 � U5. 5° OR 1 �7 � - f U". ,;'A n; � ieir . a� � \ / N � o: s� o�F �kOM+\ 1 � ��a' o , , � ;�f ,, .; , 1„� � \ � � 2., CO �ER - ,,{6 � 7. 5" .\� � . - �` _ � � � � ` � \ � � GO F � v t� �� �_ ��z�r,! 1 � 3„ COVER - -- ^ �,�� ;FN , Nou_ - ` ` , � 4 ; , ,� COURSE \; � 1v - � � � ' � - �� _ _ --� - - - � 1 � � � � - ...� • - �-- , '�' - ,� � `5�s� p � � � �5 � 5. 5'" OR ,�6 � :. 5"' � � �4 BARS AS `:HOW�� . � \ i ', , _ _ _ � - - - - ,\ r \ 1 � � ��"� \ � 1 (7 BARS roT,a;i �, ��; --�- ; , , l-.J\ �; � , �>�q � , , T0 , � ,,� " ' ' � :e: .,, � _ � ; r - �;fij .. __ \- � ; � � \ - -C � - r - - �`�"d,, r � � _ . � � -- _ :2 �, t ' , „ �, � � ° , � ` �� REINFORCING SECTION _;� a: � � � , � _ \ " �� ` \ ��° ' ' � r, � , �ASPFN I,4F.� � UIVE \ � i � ' � � '� �,. � . � � � 2 � � _ '� � ' � � � �� '¢'yc�-Ltiar. ,� v T6 � I ! � _ � � ., _, t � . :. °;rJ & CAP '� •��. � � . � � , o k16� �� , . � � �� �,. , CONCRE�TE RE�TAIIVING� , - ' S- 1682? S � / y�° �, 4 - PE ESTRIAIV l� S • 1 `� � �- . - 8254. 0 " rr S � . �� � ^ -� _ ! ti P g � I,l . • �i e2, i. .7� �. � ,., < , � , _ � r'' `� �j � �� G � � � I � � EA�EMENT �`� J F � # �'� 155. 19 T . R_ , r ' 1 _ , � a __� � Bz� . � � _ � 5. � - � �� WAL L DETAIL �� r, � �� � � - - \ - - FEr� cE ,� j N PO ' 02 ' 30 " w �, � � �o EcEr, �c,aL -- - - - - - _ _ swrrcNC�,� - � i 1 i � � / / f, EDCE OF PA IiEMEN i % / I I ` i � / STA . 0-� 00, MATCH % � � � EXISTING GRADE SEWER M. H. //61 /� � RlM ELEV. = 8253. 76 � � ^+ I 1 / / , �7 CLEV. B� 71. Sf . INV. ELEV. = 87¢3. 96 � �+ h � � � � � / � � � ��� / � ^� � ' . � ; j / - /_ ��L / �rti � . � j LOT 16 �l/AlL l9LLACE 7H/RO FlLINC� �-- � � �u w . GOR �4 Ur/L1TY EASEMEN7 -� \�"� � � � -� . ' . Q / � , ' � � Q�P ����5 r ,. ��F� , c � O \ � � , � 45 " � � ` � - �� ' ' m � J3 `1 � , •r � � j ��,�'� � o, � v�;:s• �� . �� � ,�.111��-~h � S ENC/NEERS SCHMUESER GORDON MEYER /NC. L � � '' 1 FILI�'c .� "B� REV/S/ON DATE BY S��E �ob g0 �28 � suRVFroRs 1001 GRAND Al/ENUE SUITE 2-E Orown by.• DJC �� (303) 9�5� 004 GS. � COL OR4D0 81601 HU�'C'"�II1�SO1 V R�'S�DENCE 4�26�91 SCHMU£SER ASPEN, COLORADO �303� 925- 6727 PLAN oate: OF � COROON AIEYER VAIL COLORADO Appr. by: DWG � / . r . � ��- . � . . . � • . . . - � . - . - . �. � . . - � . . � . ' ` . .. _ .. . -� - . -. � - - _ . . . . _� .- . _ . - �-_ __ _ . . _ . f . - -'��?1T- _ . � l i . . // . -� ARCHNENTL'RE CROL: F D E N V E R A HiCFF'�L (:(fii-(XtAlIW F[,Y. a�{t117EC.Th+ f529 M9PoCF7 ;� IRFET, SU � tE 206 i7ENJFN, LUi.p?AiJO BO292 J0J - A93 - SBIS � - - - ' - - - - - - ' - - - - - ' - ' - " " - - " " - "� Architecture � , � , , , Interiors � � � Planning � , � , � , Development � , � , �- - _ -___— - � , - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - � ; HUTCHINSON ; ; , , RESIDENCE , , , , , � , I � c 141 . �T. N�T INSID� ; vaii �va�ey Filing, _ _ _ _ _ _ _ _ _ _ _ � , - - I ' 6 5288 SQ. ' � � 1511.3866 SQ. �T. 6f�OSS W/�' 6A1�A6� 01� D�GKS _ _ _ � , VAIL, � � - - - - - - � � � COLORADO � I � , � , I � - -' � I ' ` ` � ` � � . � 1�22.9� 81 5Q. �T. N�T INSID� � I � , � I I ' � , � I ' � I � , , � , - � , , , , � - - , . I , � � , , I � � I ' � , � � 1�'96.5P18� SQ. �T. G�OSS W/0 �Af�A6� 01� D GKS ; ; I � ' ' , , � ; ' � r � ' � � � � I � i I � i � � J � i I � . � ' `` � �� , I � I � i i � I � ' 1 I � i � � I � i � � �� i �. I I ' � i � � � �- - - - - - - - - r - - - - � - - - � � �- - - - - - - - - - - - - - - 1 � - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - - � � � � � - - - - - - � � - - - - - - - - - - - - -' � � � - - - - - - ' � � � � �_ _� � ' WDO S�AT AT 2ND ��� , I ' � WDO S�AT AT 2ND �Lf� � ; � A�OVE NOT ING�UDED �� I , � A�OV� NOT INGLUI��D � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1896 . 5 � 8 � S � GONDAf� Y 151 1 . 3 (�66 � I MA� 1' 4 � � • � I � � �R I MAf� Y DRN BY JDh. MPF DATE 4-19-91 419.15�8 SQ. �T. Gf�OSS 422.612�' SQ. �T. �1�055 419 . 1588 S � GONDAI� Y RE��SEO . � 3449 . 5 � 61 SQ . � T . TOTA �. �1�OSS ,� �� ' � � � � � �c/u � ��," � � � � , dt �� , � D � l � t � � � t- �1 SIT � GOV �I2AC� � �+ � ', ._ `�. � _ � ARCHNENTURE GROUP _ D E N V E R \ � �_ � A FliC1�E�141. Q�p(�1TKXJ Fpi AFUIiEC1lf� ,, 1579 AMPoCE7 STHEET, SUITE 1W � PElJVER, �LqqqOD 80202 ' - - - - - - - - - - 303 - 893 - 5015 _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � ' Architecture � � ' ' lnteriors � ; ' , � ; � � � Planning � � � Development � �' '� � `� � HUTCHINSON ���� � RESIDENCE - - - - - - - - - - - - - - - - - - � � � O � � Lot 1, 4th Filing, � � ' i �� ���� � � � ; � � Vail Valley � ; , � � j � , ' ' VAIL ' � � � � � ' COLORADO ; ,;! ; � ' l ` � � \� , , � ; �� �� ' % � � �, ;/ % �� � � � � � 1 STEP \ R n \\ cuan , � � � � � R ° - - - � 1 � _ _� -- --„ � � � � R R I ' �CUan `� — i D1'I R i �-�� � / _ - � , � J � R � �. � � w ` , - - - -� �- � �� � � � � � �' �'� i l��'��, � . R R R R II � i � '` R . , ! I II ETEBALi_ � � ' �� .%' i 4 � i � j � � � �- - � � � � � � R � � i Y \ � R , i � � � - � I , ' � � �;�- - - � R R i i 1 / - —_ - D i � �� � I �',, I � � � ' R I � � 1 � ♦ � � � � I I � I \ / R y R R ,'� � I� � �- - - - ' ` � R R R � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � n ' _ _ _ _ _ _ _ _ _ _ _ _ , i \ � _ _ _ _ _ _ _ _ _ ' _ � � / : \ �'\ j \ � \ \ /, � � /_, �\\ � i �� / \ �� � % % � � �' i i � �/ ,� � �\ � � SECOND � ;' ��� � � � - - - - - - - - - - - - - - - - - - - - - - - - - - � � ' � FLOOR � i � � - � - - -- -fV - - - - - �- � ELECTRICAL � . , � A-� � � � I ro � 6�ARAE,E � �� � DRN BY M�� � DA?� =,- ,R- ��-. ' �= ',' :_:-_ � � pF COC i F, O,Q I � ��� JA7NE3 O: q0 , i � �� I � � ' � � � � i �� ��V i �`+�#'D *R +� qT T1G � �n i —=�' �- 1 1 , �RAo� �j_— � ' fc:.1 CCJ�YR7�R e91 tYfG1tYET7P3E (AUP � i ��� I 'I � JOB NO. = 90115 � FILENAME = HR-2b i � - - - - - - - - - - - - - - - - - - - - - - - - - - - � SHEET � � SCALE : 1/ 4 " = 1 ' O " � 4 10 ik_ f � • ' ' • . . . ' ' . . . . . � ' ' . n r' -.?-� tiR�L�'_ ��1J1'M�'Y_ � ' ' _ _ _ _ _ _ _ Q��' � , i _ - --__ ARCHNENTURE GROUP � ' — _ _ \ D E N V E R � A F#ip-FS9;.T✓1L R]�ViA0C1+1 �{ifi q�#7fJECTIHE 15797�KPo(er Sii�T, SUl7e 10D \ – iaENYER, Gp104AL1� 80202 / 30J - 693 -5015 Architecture Interiors Planning Development R � � i ' HUTCHINSON � � �� G"�" � RESIDENCE � ; W � R '� � ���,n � i" '� � Lot 1, 4th Filing, � / � / Vail Valley I ' , , %` � VAfL, GI-W1yDE�R � o � �; r ' - i � _ , � COLO , , � - � RADO , _� ; , � - - �� - - - � _ _ _ _ _ - _ _ _ - - GI-WI'�L�R _ , , I I i ii i � � � � I ii I I ' — ' \ � ii � � . � � o� � � � � � � - - - � R ` � I ' I R R —� p�y / i � � � � - - - - i - - - � Q � � � - - � 11P � I � � ' � R R � � � � � � � ���� i i i lO — v — — R R � � �� � - 8 ' � � . a i i R 0 DI�I R R R � �� � I - - - i �'� � 1 � � I I ;'6� \ _ Y � I ii -- - - - I I ii _ � � ii �'�� '�., i i �,% �_ �_ �� �� R � , i I � � � � � , � � � i �V � � OO � � c,i-�n � � � � � R a � i � � o / \ m GI-WI'I I � � °o t � I i i �i � i I � i � �, ' W � � � � I � GFJAIY ' � i � I \ I � � i / ii � � ' R i ii � � I I '� � � �� � R �-( R � , I r R � � Y "� � _- - - i � � � � � � . � �_ / - - - - - - - , � � � , , - - - - - - - - - � � ; i � � � � � '� � � i i i i � i i � ` � i i i i� � Dl'I i t � � � i i i i \ j i i i i i i 1 � i i � i i / i i � - i i - i R R i i , � � � � - - ' - - � % � � - � ' % i � i �/ a � - - ' � ' _ � � I j i i.4�f'IDEL� w � R �,� ' ' R � : � �`, � \ � � tii � � � � �� i {� MAIN - - - - - - - - -, � � � _ ,, - � 1 FLOOR ,= �, , - � � - - - � �� �; �/ � `��� _ _ _ _ - � - -- � � _ �� � � ELECTRICAL � � , ` i , j� �, � � � 1 � � � � � �� � � � � DRN BY JDI'I, MPF � � i � ,` � i /' � � � � DATE �- 8-91 , , I - I � I - I 1� �' '��i- ,� , i � � � ' � � � i; � ' �� r l. i) � i / I r' ti,� � n.ry� � I � � � f� . •< U � � ' � - - - - - - - - - - - - - - I JAA4E5 D. / R � - _ _ _ I � � - - - - - - - h „ � G / � I ; � ' NORD i � � I ' I - I ' I � � � ' � � 1 � I , � i ���+ ,4. � � � ;� � � � � � � � � �SEp� �R��'� � - - - - - - - - - � � � � � x � - �r,� , . , �.. .�: �� ,� , r � � I � --- — -- --- � � � � JOr� Nu. = 9Uli� ' FILENAME = HR-lb � �_ , ;' SHEET _\ � � SCALE : 1/ 4 " = t 'O ^ . ' � � 4 10 ARCHIVENTURE GROUP � � � � D E N V E R � / \ � a R#�--E59�Vn1 CCT�l4A71C]N Fq9 ARCMECI7AE — — r � 1529 MY��PoCET STREET , SIJ17E 200 � � \ I i i I o�v�. eco�aanoo eozos � � — J i / i � � ii ii ii , , , , , � , Architecture � ; � � " " Interiors , � � � � � � Planning � I I � � I I � � � Development , � � � � , " � � � ' � � _ - - _ - - - � � � - - ; HUTCHINSON � � � � _, � � � � ; � � , �� � RESIDENCE � , i � ' ' � I ' ' , �, - � , , , , ; ,, � , � � � � � Lot 1, 4th Filing, � � � ; � � ' �� ; � � , � � � , Vail Valley � � , � � � � � � � � I � � - � -� � � VAIL, I `� � I I I � R FI - 'Zn I � � � , � � � � COLORADO , � ; , � � ; '�� � i i " � - - I R R i r ' i i ' � R � - � 4�" � � � � � � I � � � � i � I ' i ' R i i I ' i ' � ' ' ' R �� � O ; - - � GFl-42^ R : R I I �, ' �-�� �� . i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - I UP R � R � I I I � I Y I . ' I I I I � 1 �, R R FTFI - 42° ( � , I I I I , ' R R I � � I _ � I I � � I � � I � � � � � I � � I � � � � i � - � I � � � � I � � I I � � I � � I � I � I � � - - - - r - - - - L - - - - - - � � - - - - J `L_ - - - - � ==== zL = = = = = =I � � - - - - - - - - - r - - - t - - - , � - - L - - - - - - - - � � � - - - � � � � I � � � �� � � � I II I � II I � I I I I BASEMENT � - - - - - - - - - � � - - - - - - - - - - - - - - - � � � FLOOR � I - - - - - - - - - - - - - - - - - - - - - - - - - - -, � � ELECTRICAL I I � � ,� I I I � DRN �'� _ ��� � ���- I I I I DATF ' . � � ��� . ..�;�- I � / OF �'d= Q . I I I � ��� JAfvtES �4 � � I � N 4 � � � � ��c ��� I I � � ��SfD AR��`' � � I ' � � I I �, :�- � �� � I � I I JOB N0. = 90115 FILENAME = HR-Bb II - - - - - - - - - - - - - - - - - - - - - - - - - - JI SHEET L - - - - - - - - - - - - - - - - - - - - - - - - - - - � � SCALE : 1 / 4 " = 1 ' O " O 4 10 — �� ��L.-. — , . _ . .. . ,... _ ��... . . . . .- -. . . �.�e.; c _ •�.. r:. :�l�e-��- sayr�r��'� _ . . - . a� _ . . ac . . . � . - �' - - . � . . . _ . . . . . . - .. _ . . . . , _ . .. . . . . _ _ . � . . � . . . , r _' � -_ -• .�-:. ._ , i 5?UD WALL STUD WALL �� ' STUD WALL � � � � �� � �0�� � ( SEE ARGH ) BEYOND (SEE ARGN) DRIVEWA7 lBEE ARCN) �_ ' 2x JOISTS �i7 ' 1/2 ' EXP. JOtNT MAT. i, • l$EE ARGNJ � IVE LOADS USED IN DESIC�N: SEE ARGH. 7 � 2 -"S GONT. W.WF. ,� TOP t BOT. W.WF. � Roof........................ Sm psF T x �_T � Floor Cofffce ).............. 4m Sf ARCHIVENTURE GROUP • • � �- — Wind Pressure...8(d mph xp , G 1985 U .B.G. D E N � E R 'y/ � � y � Seismic..................... Zone � p pRdFCSSI0NA1, [ORPORAilON �ON ARLHITECT�E \ � 1529 MARKEi STREE7, SUITE 200 . � . � PROVIDE fQ g�.xioXo' - im' 2 -5 GONT. GONGRETE : r1d8 been desi ned and shall be constructed in DENVER, COL�RAD[7 eoaoz � \ � W/ 4 -3�4 � 0 % �� ' ANC. BOLTS 2 _ � G�T' _ � � J03 - 893-5015 0 ��. � GROUT � TOP 1 BpT. TOP � Bor. accordance with the American Concrete Institute Building Gode ' �y� �� � Requirements for Reinforced Concrete ' , AGI 318 - 83 ( except delete � „�• '• / � W \ i� � � X 'L paragraph 13 , " Inspection ' ), dnd "SpeciFications for Structural Archttecture ' � ANCHOR BOLTS Goncrete for Buildinr� s ' , ACI 3m1 - 84. I11 't21^ IOY' S � '3 TIES Q � '4 ° 12 ' o•� � � • e � -m� m.c. rtYP.� 28 - da compressive strength, f 'c = 4(D(I�(I� psi • 6 � o,c. I � •a . za• m.c. W X Type Il� cement is required. P � Qnn � ng �_ a-�5 X L 0 zx �oisrs Q � Admfxtures containin chloride lons shall not be used . Develo r� ent �x4 KETWAY 2 - 5 GoNT. � � CRAWL SPACE g GONTINUOUS TOP i BOT. 2x4 KETWA7 EA. GORNER lSEE ARCH.J > e a, Maximum water /cement ratio = .5m GONTINUOUS , Slum = 4qo + Air Gontent = �o �'o + • • 0 \//\\//\\//\\�j\\/\ ;p p T.OFTG. � /�/�/�/�/ 7he concrete mix desic�jn shall be submitted to the atructural a 0 _ _ - ' EL.• vARIEB � � � � engineer for approval prior to the pourinc� of any concrete. One � - = ISEE PLANJ \���\���\���\ e set of concrete test cylinders sha II be taken f or each I (I�(I� cy or H U T C H I N S 0 N 3 - �5 EA. WAY 2x4 KETWAT /// ///�// � for each 5mm0 sf( whichever is greater ) of concrete being placed R E S I D E N C E 2 - 2x12 LEDfsER con�riNUOUS during that pour . The number of cylinders per set shall be at • W/��i ' o HILtI Ku11K ANp ��. /� ' e' 8. �� � �. 0 •3 x Lr� the owner ' s discretion, however a minimum of one cylind�r shall BOLTS s i2 � o,c. � 8� J be broken at 7 da s and two c linders shall be broken at 28 da s . �8' O.C. ALT. V y y y Lot 1 4th F � ling vARIEB varzies vARIEB • • BO?. LEG � The result9 oF the concrete tests shall be submitted to the � � CSEE PLAN) structura I �°n Ine6r for 8 rovd I . CSEE PLAN) C�E PLANI vARIES g pp 0 QI Q � 2 )/ �x4 KETWA7 _' SEE PLAN The contractor shall take any necessary steps to prevent the I — -5 3/4' • I ' -0' S?5 � , 35 3/4' . I' - 0' — —= CONTINUOUS concrete from freezing COY1tr8Gt0� sha II meet the protect (on �/ A I L 3/4 r -m• S recjuirements oP ACI 3f�1 , ACI 318, and ACI 3m6 lCold Weather co � oRaDo - 3/4• = r -�o• Concreting ). Contractor is cautloned that special precautlons � -'S c°"T. may be necessary when using site - m � xed concrete. e' STUD WALL �s�E ArzcH� REINFORCING S7EEL : Shall be A57M A615 , g rade 6m, except bars vARIES that are to be welded , and column t ( es , shall be rade 4fd. ` +�, ' zx JOIS?S ( SEE PLAN) �e a x �, Provide not less than 2 "5 ' s at each slde of all o enin s 12 ' or 7 (SEE ARGH.) 4' TNK. STONE VENEER p g ISEE ARGN.) MAX. FND. WALL T7P 4 W/2 - I'o BOLTS greater In W8 � � 8 and slabs *- extend these bars for � � - m ' pdSt thE " 1 2 -5 GONT. HIGHT 5 ' -0' - 5 3/4 ' . I ' -0' A°� `��� TY�' �� EOI�E Of thu° openings . Provide comer bars for all longitudinal ppW�,qg K 9TINE8 TOP � BOT. EA. S�DE rein orcin , La bars a minimum of 36 bar diameters at sp lices , g K� /Cornultern�, Inc. R 4 x �a ��z x �, unless noted otherw ( se on drawings . Field bending of rebars � s � '155 S. Locuat, Sutte 2ie PROVIDE 2 - I 'e BOLTS INTO 4• 5• ��,_ • wn - i •o eo�r5 not perm ( tted without the approval of the structural enc� ineer . Denver, Golo�ado am22z �L SOLIp FLOOR FRRMCs A90VE AS SHOU�J TYP. Zi, � tel : ( 3031 153 -(d714 I/2 ' � x 3 Z - 'S G�T T7PIGAL EACN COLUMN EA. SIDE � ANGNOR BOLTS 2 - 2x12 LEpCsER i� i� i� i� .o .y� TOP t BOT. UJELp TO TUBE bx8 STRUGtURAL STEEL : has been destgned and S�'1d � � b@ detailed , • a � -m' O.C. fTYP) L 3 , xs ,x . wi , fabricated , and erected in dccorddnce with the Idtest American �J/�i� 'e HIL71 KWIK ANG. BOLTS • i� ' o.c. � Institut� of Steel Constructlon IAISG ) S ecifications and Gode ol' � \ ao�rs s i2 ' O.G. MIN. EMBED � ' X � � � � Standard Practice. Use ASTM A36 steel and A3(d� bolts , except � •a • iz � o.c. � bolts used at beam splicea and tube hanc� ers shall be A325 high e •a • 2a• o.c. � strength bolts . Structural tubinq shall be in accordance with ;� sx JOISTS a � ASTM A5mm, Csrade B, Fy = 46 ks ( for rectanc� ular tubfng and ASTM • CRAWL SPACE �seE aFZCN.� v � A501, Fy = 36 {csi For round pipe columns. `%//`�'j/`yj/`�// , , 4, � UJOOD FRAMING : Unless otherwise noted , framing lumber for joists , T.OFTG. � %�\%��\/��%��%�� � `�M1 and headers shall be Douc� las - Fir Larch No. 2 , meeting the EL . • vARIEB \ followinc� minimum stress rec� uirements . CSEE PLANJ ��/j�/��/� Fb = 1 ,25m psI ls (ngle member use ) \\j\\j\\/� e Fv = 95 s i 2x4 KEYWAY /� /��/ ! 2 - 2x12 LEDGER TS Sx4x5/I6 bx8 GONtINU0U5 �Q i,, /� i .� T7P. STONE VENEER LEDGER DETAIL • W/'i7 '0 NILTI fCWIK 0 Fc = 1050 ps � ppapal � Ell ol gra� �grainJ �3 x ls _ BOLTS • IZ ' O.G. . IS' O.G. ALT. 8� V 3/4' = I '-0' �v � = I,� �(d,00m pBl BOT. LEG • • Unless otherwiae noted , solid beams shall be Douglas - Fir Larch vARIES m No. I meeting the followinc� minimum stress rer�uirements . SEE PLAN 2x4 KEYWAY 0 � 4 x �e Fb = �,3m(d K781 _ _j GONTINUOUS lU/� - I'0 gpLTB �V = S�J p81 as sHOwr� rrP. Fc = 625 lperpendicular to grain � � � Ea. SiDE Fc = 925 psI Cp arallel to grBinJ _ S , WELD TO TUBE E = 1 ,60(I,00(O psi 3/4' , I' -0' 2 - r5 GONT. � �IM1 Unless otherwise noted built up wood columns shdll b� Douglas - Fir e' v� Larch Stud Grade, meeting the Followfng m (nimum stress , rec� uirements . vARIES � Fc = 6 (I(I� p sf For 2x4 'st 6 � 5 psl for 2x6 ' s `ay�an��°�E���,,,���� fSEE PLAN1 E = I,�J00,�OmD p81 �`�\ • �pS K,�STr y 8 •�J 5- 5 3/4� = r -m� MIGRO - LAMS: Shall be as manufactured by trus - Joist Gorporation, s �'';$' ,� _ or approved equal , and shdll meet the fol (�owing minimum stress • r- = TS 4x4x�% requirements . y ,� . ;��:`'�� Fb = 2 ,800 psl Fv = 285 ps � 4y��O''%�`���NAIE`�``�\� BA3E iQ 4'�� x II x '�z �i���ymmnN������ w� 2 'j�4 ' o x i?, 3 �c = 5(Im psi ( perpendicular to grain ) ANG. BOLTS Fc = 2 ,10(d si Cparallel to grainJ � - 2 '���'��� pg � FOUNDATION z , _m. FOUNDATION: structure sha I I be Pounded on spread footings S E C T I � N S gc rYP. �— tYP. TOPREINFORCEMENT designed in accordance w ( th recommendations contained in soils report job no. 90 - 12 , da ted September 28, 199�D, a s prepared by G E N E R A L N � T E S Koechlein Gonsulting En ineera . See solls report for log of test holes , construction deta� s , drainage, backfill , and compaction. ,p T7P. BA�CANT BRQCE DETAIL Maximum Ilowable soil bearing pressure of 3,fD(d(d psf. All w 9 footinge shall bear on undisturbed soils . � 3/4' = I ' - 0' �� _ . > CONTRAGTOR: must veriFy all dimensfons prior to constructlon and 9 � notify Archltect and Structural Engineer of any discrepancy . � Z�_a• T,� SHEAR WALLS: , TW. TOPREMF. I yp(r° A shear walls : 1 /2 ` G - D , C - C 5tructural II plywood applied directly to framing with 10d common or Galvdnized Box na ( Is �� ND- ��3- 1�9 0 a � spaced at 6 ' o .c. at all plywood panel edges , and 12 " o.c. along �ArE MA7 �, 1991 � � intermedfate Framing members . All exterior walls . - � N ry � 1 �-�•. �EN - a ,EEE RaN� � Fd! DIZE .~, dN LOC.1 0 � STEP � FTG. � iv � � oRawr� eY: DKB. I e N � � � 1 ' -0' (TTP.) TTP. BOT. REII�ORGEMENT �'-o• TM� x-�s'. . � �� _0� BEYpiD OPENING nP. � I � � � TYP. REBAR � STEPS � �� � �� � Tl'P. IQEII�. AT STEP (N FDN. WALL . � - - - - -- - - - -- - - - , 6 - - — - �- � 1 - - — - — - - — - _- - — - . . - _- -• -` . - ' �"""^s�-��,i.�i�-.-, w r r--� s%�F -_ -.."r--�,.�- � . _ �� �. _ '• ' ` - . _ . . _ __ - _ _ . _ _ - _ . - . _ r _ _ _ . . . _ . . . __ . , , . _ _ , . . . . . _ _ . . . . . . . . - . . . , . _ . . . . , . . _ _. , . _ . . . _ . _ , . ,. . - � �. _ . . . . , . . .. , T , ._.,;;, "15 ' - "1 " � � 1 � ' - � " 14 ' - 0 " 13 ' - II " 13'-0 " � 1� ' - I ' I ' - 4 " 12 ' - 6 ' 5 ' - I " � / \ � � I I �0 � ARCHIVENTURE aROUP � D E N �/ E R � I I 6 I II � T. O. LJ . 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I I ` � T�,(�, I �5 • : T.Q�Ls '� A �i � � (ol� SLOPE PER ARCN. � � _ . ,,o��, I7 � �3♦ G19�Oy1� I N � � � ' � � '�. � N � � /'\ 4 � 8 1�-4 �j� ' � � � � q Q � � �,/� - c� - 11 ' - 4 ' � .. � � � �t I I 2 1loe l fo� ; I A < a - _ � I � � — 5-5— — � — — ' �� � — =1l�� � „ 20 � - � �/p � a 20 � - 8 �% � I S _ � � — � p — C J I II I I T.O_ U. � l. = � I I — - - - - — - - - - - - - • — 2 Inn _ rMAY�8, 1991 loo o � , _4i/-� � . . — � I � ,� �,:, . _ z . t c z S-5 STEP TpP OF 9TEM WALL AT I I 9TEP TOP OF 9TEM WALL AT I I I � , ��� S-5 m I I DOORIUAY � Rl1N SLAS OYER I I DOORWA7 1 I�W BLAB OVER I I ' , � ' . , � " i � - - - - - - ' - - - - � �- - - - - — � I 1 I � � , l � o , , �`+ � — — — — — — — — — — — — — — — — — — - � - - � CANCiZETE SLAB ON 4' IAYER UF I � (�• i . � t , � � I. D.U. �L-° C % , ; /� 2ANUI.AR lMiTEf2IAL tSE£ SDILS REPORT) �T �,� �r � I DRAWN Bv : DKS. QNF. V/ 6x6-L4Wxy4V V,yF. � � 4' CONCRETE SL;AB 0N 4' LAY.ER OF T .O . W. 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Ixb '� � 16' O.G. � � - - --T - � � II I � HUTCHINS � N � � � � II � I INDIGATES TYP PR.QME � R E S I D E N C E I I I I 9EE 3EGT 5NT 9-5 I I I I I I � � _ � I � � � Lot 1 , 4th F � l � ng, � I I I I I I �Y � 2 i2� e i2• ❑.c I I V QI � UQ < < e �/ � � I � I I � I � � + � � � VAIL , � I � � — � - - � � � 3 2x� � � COL ❑ RAD ❑ I � — � �� � � - - - � I � � � I I � � � � N � ; . . . , , o e I k n+ f� n+'0 � n+� = �� � : - � � I � o � % I � L� °�� �s I _� F�r` b `" I D�UGLAS K. STINES 0. I I � I I I � 3- "�� I /Consultants, Inc. I tir � � II I 2755 S . Locust, Suite 219 J � A IL — — II A W 2x1 I I I I I \ III � �� DeIvC303C �753 071HOc'�P _ —3 - xl0 — — L — — . I� — I — I I — — .�LI � � �� � e+" � I--f- -}� e+� c � � � � � I � e� — i �_ � � �� e°g a — I � I � � � �� � � �� � �x� I� � I I � � I � I � ; II ' I � � I X I � �\ � � - -.� � � - � - J I ( � � 3 I I �— � I I 12 16 W 1 x16 12x 6 I I I I I I I I I I � ~ I I I I x x � e � � I Q 3 3 I I I I o � n „ I I I I 3 n ��- - - - - — s - - -L_ - - L - - - - - - - - - � L _ — - - - -� - - - -� - - --- - -- �� —1 — — —1 � � � � I� �.��p m�u��ucis�•, DO F �i ,... .. I I I � : ��AS K ,�; . -. . ::• II I . - ' � � . . ��.�. :� I I I I! ��`��'%��L E '����' II I I �'nmqnmmro� _ � � _ � � U ALL EMER�OR HEADER9 ARE 3-2xID'e W/ 1 -Yx6 BRG. � I R S T F L � ❑ R � — — — — — — — — STlJDB � I -Yxb KINCs BTUD �U.ONJ 2J ALL INTERIOR HEApERB ARE 7 -ZxlO'e W/ I-�x4 BRC+. I I I I I � STUD � I-Tx4 KING STUD lU.ON.J F R A M I N G P L A N 3J 4LL FLOOR J018T8 ARE YxlO's � Ib ' O.G. lUANJ II I I I 4J 4LL GOLUHNS ARE TO BE GONTINUOUB FROM LOAD TO 90LID BRG. II I I I I 5) ALL GOLUMNS NOTED ARE BRG., ADD HIN. OF I -2x KING I I I I STUD AS �O'D. G�'/� 6) CONTR,4CTOR MUBT GOORDINATE ALL FRMG. W/ ARGH. �- DRUKa'S. � OTI-IER TR.4pE8. I I I I I �) pRpvlpE SIMP80N MTL. N�INGER3 AT ALL LOCATIONB. I I I I I I JOB No. 9103- IO99 � I I I I � DATE ,�,,r- � ,,,, � I II I � I � � � � I �� ��� � � � r�i � �� � � ��i �� � � l,d �� _ I ' - � �� � I I I I � REF . II I I I I � DRAWN BY: DKa. I I I I I I � - - - - - - - - - - - � �-- - - - - - - - - - - J � - - - - - - - - - - - - - - - - - - - - - - - - - - � � e S( �� L.� _ � - - � ^ � - - - � - �• � - . ..�. . �..r_ .-�3i;,, iL .�� � � -�-��.I:LG�-.-��.��: t-.G:.x�:. �r.- - - �- � -. - - ��t -- � ., i�- . - .,... :�. � - ' - - - -_ � - - --- � � - - - . . � . . _ . �-Qf' _ _-�"- - _ _ JLT'L_ Y � . � _-.�' �, a;...�� ..... r�.w�- --__ _ - _ _ _ - _ . 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I � ��� � 5 ��2 � � � — � i RESIDENCE � — ' �t0 I I � I � ALL BOLTS ARE I�� •0 ?YP. � � P�� �" � �� ,1 W10x49 � � Lot 1 , 4th F � l � ng, . p'ry+� � I X +�p V Q � l Valley \+ Q � n0 � a VAIL , 2 cb's • 16 ' OG. � t ± I � % � � � TI � i�^ �� T I C ❑ LORAD ❑ I 3- Pq x Ib Ml. x � � � � I \ �� b +b - ,v I UP I ' �b �, . , m �2 - Ni� x 24 Ml. � � I � �e I eu � . � � m� - - - -� +�, r �.+`° T I � �" V � � xl p I Os�" Q 1I � D�UGLAS K, STINES ,� I D� N /Consultnnts, Inc, I �_ I_� � �_ I _� � I I 2xim�s •i7• o.C. m 2755 S . Locust, Su� te 219 Denver, Colorndo 80222 � �y Tel � (303) 753 - 0714 � � e u �+'° + gt0 I OJ` y � I--E -H �P , I � � � � �-- - - - --�J � Q e � LI 1 u � 4_'�i x 20 M� L 2 -YxlO .�,;L ry;L I �- � � � � +p� I � � ��, T X � � - - - � I � � Z%���0 � �Z� 0.�.. ��+ I � � � c --� � � I � I x ( a;� I �, - - - - - - - � L "� � � I ry� l I M1R I I I I I I I I 2I I I I I I f I I I I LL � I I a 4- Pp x 9�o ML. I I . fl 5-Pi� x 9�i I'11. I I I I � I L] I I J � � I I I Y b 's I6' O.G. 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HA�i:uEfZS qT ;. . �� �_v� AT � �- � -� �nx �ao 91ID3- 1099 II �L� ��� V� � I� L� �� � W�U@%u �� �l � � L� � � �l I/4 �� _ � � - � �� DnTE MAY8, 1991 � I i II � I n I I II DRAWN BY � DK,S. � � L� _ — J`� � c J REF . U�1 � o � . . -�r.`- . . : ����+�. . _ _ - _ _ _ _ _ _ _ _ , . -�'�'s rr_' .r.;cr.�- �s.�et�- _ '�C- �,-r_.{�'z�„-�-•- -�rc..-Z � . _ . . '�.:.rx�, :---1�'�-�-rrr._ ' r-:-rr . _ .r - _ . ,- . . . - � . -_- -. . . _ . - __ •-. . _ .' _ _. . . ' _ . � _ . � . . . .. - - . . . . . . � . . . . . - . . , - ' : . � . , . . . �. . . . . . , . . _ . . . . . . . _ . . . � . . ., . . . _ . . . . . . . � . - � - - . . . . . . . . 7 -YxlO TYP. ] - Nq x 9�� ML. z - i 'i4 K n '�b M,c , ARCHIVENTURE GROUP $_?kb 8 D E N �/ E f� MTL. STRAP GNIMNEY — � A PROFESSIONAL CORPORATION fOR ARCNITEC7URE WALL t0 ROOF Ffa1'1G. x12'! � 17 ' OL. = 1529 MARKET STREET, SU1TE 200 2 -TxlO TYP. I \N DENVER C�LORADa B0202 � � — 303 - 893-3015 t PROVIDE BALLOON F!0"1Cs. WAI.L \a' FOR GONTINUIT7 2x17's � Ib' O.G. N Architec ure Intertors pALLOON FRAME a PL711� �� F�i — � I �y B4LLOON FRs�ME t PLYWp � SHEAR WALL ALL FIREPLAGE �T 5HEAR WALL ALL FIREPLACE P l a n n � n g 1 -ZxiO TYP. CNIMNEYS Q ��+ GHIMNEYS � 1,� �' � � '? � � �� � DevelopMent 1� — N II I I g 3 - P�i x 20 M.L. .� z i3i4� ii '�8 n. �. �x�z�e . ��� o.�. _ _ 3-?kb � � HUTCHINS � N -� � z -zx�m nP. � I .� ��- - � � Q ++g � RESIDENCE �xIY 's � 16 ' OL. \'� 3-2xb B � - — — — — — - - -� � ,� Lot 1, 4th Filing, � 2xi1 's � Ib ' O.G. I �/ 2x14'� � 16' O.G. � , V Q � l v Q l l e �/ E I � ,r+� I 2-Pii xll Ml. � ! " L 3 - �` ' 'm '"L. " 1—I T I—i � I f—i V A I L , x C ❑ LORAD ❑ s � � .� r � I `'}� E l � - � � � -j � f� CONTRAGTOR TO PROVIDE CONECTION R F'� I I � `0 m E _I �'I I-2xIY W/B- I'o THRU BOLT9 EA. MEMBER ' I % MIN. END DIST. • 4' +�8 � v � = x I MIN. EDGE DIST. • 4' � I I —�v I 1 � �+ �, MIN. DIST. BTU.N. BOLTS IN ROW • 3' r - . � -� I + m r � ''' i MIN. DIST. BTU.N. ROWS OF BOLT9 • 5' ,:' ;._ �u I a > MIN. PLATE THICKNESS • �% • . ._ ,-i,�i ':t, 4-2z17 a� N N �l � T ( � �I T I� I I — D�UGLAS K. STINES *�� I I p�� 4'. xxaTR E 1 �_ N,• i ►�1— — /Consultnnts, Inc, I � 2755 S , Locust, Su�te 219 TT �" � DeI � V (303) �753 07140222 n - x 7xIJ 's � I6' O.C. I I I - 2K 2 I � 7x11 'e � 16 ' O.G. `' I I . 1 I SIMPSON GB� + � I I SLOPED T7P. Q�� I PIPE 3y� 'o STD � � � Ii � � �� 4� � � I � � � + � � � � � � � PIPE 3�x '1 STD �— — � _ � E C � ,y� �Y. 4-2x12 � r a � I + SIMP30N GB� i �' x I ��� I I SLOPED ?rP. R K I2 5 � ZA O. C, � � 1 � "� I I .-1 r y P L o �I I�F• ( K � ZS � m `* ,� � 4 24 " oC � I — s -sXis � I I �+s � } I I.�u RF. I n r � u J � � I � 7 -zxl f � I I 2 - zxl2 ,� � T �+� ;� � I I � � \ � +/, —� I N +\M1 — n � �� 3 - Pia x Ill{� 1"IL. s�6 I N I � � I � v n � 4'JXb '?x6 4.?x6 I I I �+�p � a ,\,ry+� I I e � � � 3�� I C'R� 1� --- — B� Q B — 1' 1 - I i� x IIYi ML. - - � � �e g _�x6 � — — — — — — 3- i� x 9�h ML. — — — — — — — — — — — — — — - � — � � ?k�\ +e 3- �x � z , L � � � 4 L� � 3.ti N 3-zt �z � 7 -7xi0 T7P. 2 -2x14 iv �'� k ? , i¢+ T�-p • ..:v ' - 2x12 - � � - Y , ��mmminM i� ��p���E��T'' �KOVIdE 2K4 % TU ��` �� ���AS I � pOR HT �S c vFe M�� �VD �J �'i', _ � ,� I BALLOON FRAME 1 PL' w:' 3 � N!�= � 1-2XIm � BHEAR WALL ALL FIREPI_ =:CE yy0�; �:Q�� � GNIMNEYS �fj. �'�!j, , •��°�'� — — ��4''�'g�nbd�'��' — — — — — —� — — — ��,�F. — — — — — — — � i��i/iiuutuup� :� p; ' f I 5,?{ B �s / I P\ � � : �_� R ❑ � F F� RAMING + � PLAN �'� IJ 4LL ExTERIOR NEApERb ARE 3-2x10's LLV 2 -2x6 CRCa. E I I • � 8TUD8 t I-7x6 KMG BTUp N.ON.) DE � I I q 9_ 21 ALL INTERIOR HEApER6 ARE Z - 2xIO's LLV I -2x4 BRG. qI��t = x n STUD � I- 2x4 KING STUD lU.ON.) 2 x x T1 I y 2.1k6 ? ''` 37 ALL ROOF RAFTER3 ARE 7x14 's � 24' OL. NAN.I V w = m I � 4-P�� x 18 ML. � � u I �L�L�LUhMB ARE t0 BE CONT�NUpU9 FROM LOAD TO � � W � S) ALL COLUMNS NOTEO AI� BRG., ADD MIN. OF I-Yx KING _ °� I g'� � STUD AS �Q'D. � x . s �- 68 -- � � �� I �� �' ° I I b) CON?RAG?OR MUST COORDINATE ALL Pla"1G. W/ ARCN. � �PF' — DIaIY.a'B. � OTHER ?R.4DE8. � a I P I I r v PROVIDE SIMPSON MTL. HANGERS AT ALL LOGA710N5. JOB N�. �j�3- �j9 e DATE MAYa I°AI �Y. —� � I � ��� ��� � 0 �� ��. �� 1,4 �� _ 1 ' - m �� , ---� � . I 3.�k e�'s � I I , y'b �� g�?k�' B _ _ � DRAWN BY� DJC.B. 7 -7x10 I-4x10 7 -2xID REF , UPPER HEADER M � Z - Pi. x Illy Ml. �N LOWER HEADER J / � o � 4- I�ia x 18 ML- ' ' ' ' ' ' - / - i IA . Curh roir : . i i � nr. 19uvi �lr �•�.vb-muunt nrdLs d✓SigneA -� . Inr in>lalla4i �ni p��r irymufa��tnr••r ' s spncifical. lon . and no[ less [han 318" . _ � . � ': r,� � l � � i ,,,� . �. �.., r . � r f . uii Ap71y �..;� li lns�. rn i ,.��w,. .�„ i ,- ARCHNENTURE CROUP Elastomeric SealanLS , Non-TraFfic Joints - Depth '�'• ���� � " "' "'{'+ ' �'"" .,,� '���; " 1•�•��� � � �;,� I �- i � , �,�, I I IN. Flnnutact.ivar : Providn 1' ixc mpi �.� o . ith n.•,..,s -aiY LorJen� .. nnL ml h�., au,1 all p.�rnauant fiel-nres uhrrn inslallat. ion nsed nuA nvwvl .n � i �n-,. D A skyiiP.hl imits AV nuF of equal to 50� of normal oint wid � .I ,d niolA st ��ps . InJi �.aL�A� Mn � .� �..1 „„ „�. id.. �� ' •: insLruclione . npply li,. li �...ry n��d St �.�� .� ... � N V E R I: hn Collow• ing : . J Ctl � bu[ noL more :mrhors . insart.s , hanp,ar and a.�nipm..nr sn n enrners noL acceptable . hoavV prol.rcl. ive coverin , t� , - v,. � ' Ir I � ��� . r- mnl � ri :ils t, � j .,L sit ., in n,•w , than 1 / 2" and not les5 [}�all 1 /4" . PP rts in � P I' �'„ ��I. sur(nce danc��;��. , oriRinal and �.in•���.��..a �-nntainnrt LNarinp manul�i�t.��re� � s Yrlux Fs nr r.�ual . n�rordnnee wil.h m( rs . install3li �. ❑ ins[ rn�� t. ions . A �ES�W� GL�fL�?471�NFO9qq[]/1FC7ll� uame , ltaA�. name , and labPl �nely5is . SLm�v in ac�orda�u�r 1529 Mqfg(ET S7REE7 , SUITE 2B0 c'JPan floors anJ acanssories after 1naW Ilation and apply OENVER. WLqqA00 80262 � Ins[all liquid sealan[s by proven methods which will ensure wit.h manuCacrurPr ' s instructinns . � . Rl%)F' ANp SoFMCf VF.NTS : prnLec[ ivp pilixh in accnrJance vit.li I l�nuriiig ii�iu�lacturer ' S 307 - 89J - 5015 comple[e "we[ting" of joint bond surfaces , wi [hout gaps or section alqop p� ���_ �� air pockets in beads , sligh[ co�cave on surface and sligh[ly instrnc [ in , tlm; 1, pulish nn "no-Nax" flaorin� �nd tiln Prulectinn - Proh•r1. wnrk o( ulhe� r tra�lr5 . Corn•r [ airy _A . Roo( VenL• ProriJe roof ve�iLS nt. trnildin btY1S10N 9 PINISNFS indica[eA for ^no-was �,�,,, P„„„�e,. . Architecture R ��b �'-'s ' beloW adjoining surfaces , excep[ form slight cove vi[h � paintinK relarnA dvnaRPS hy cle�ninP , repairing or 6ealan[ aL inverted co[ner joints . rep � acing , aud re( inishing , as directed Ay Archi[ec[ . '!A( I . ) I'n�dn�� t : I'r�.l lul •:h� .d rolor 6y ;i�'rhilr�� l �,r mlll Interiors I Inirdn.,l nlnmitumi , M.�,L. � p - I +diltM LV I.• ly,h m .� ��� I . Ser.tion (p7,50 Cypss Drywnll Smtion (M91N1 Tile ih�rk l . Geueral : r �� r'�+���'Jinal i �m - !'roviJ.. finie:h rnars vLiah are «impnLiM1lr• ``'� � �� P� � ^�' paintz �.ised . Pruvide barrier coa[s over Pfanning 2 . ) Faint to ma[ch color [o be selec [eA Ay Architect . UMSION tl ppp� �(p pI��s IA . '17ie work unAer Ihix svcl. inu iurindrv: mnl.rrinls , Inhnr , inr�nm �,itihlr �rim�• l :Yps�un Roard StandarA - A$1'M V 9q(1 $LTnJardc - Morlar aud grou[ nwt �rinls and installaLinn ^•I'� ipmont nnd s�•rvicns nrerzsary tu ��'oviJln{; nwl npplyinp, wriling nl inl iri ..�l .��hrrr T�•r��� irrii . NoLi (Y Ardtitrc [ 1n nll p:� ints , vnrnishes . coel'_ in , nr olher r�. I I pro6lnm•: n�: iup r:p�� ili �d cantinp�: Development Details for (nbricalnn o( nnits , iuvluding Flanges and cap standards of the Ameri<�nn Natioual StTndards ! ANSI ) and Y In[ed ma[e�riaLs wifh snLstrnLcs primrd b oth�rs ClashinE; 1n rnordinaL� vith typa o( rnn( ing indical.eA . Section OfI210 f�rWTll Mnt.erinls : Standard $(1PfIHCAL1C1�1 Cor Carnmic 'l' ile TCA lil . l applv to specificullY r.alled Cur in Lhe SpeciCications or in Che y Mood Doors "F.r. nsed C n�vnplp w� ith "NHrA Rouliug aud Water-proofinP Manual " dPtails V . Vpswn Hourd - AS1M C36 . chn vork , ry,cept. ns u[herwise indii�etvA . l)rawings . Surface Preparation - prrf�,rni pr-eparetion and cleaninp, !or intil.al I7t. lon nf iinitr . i . - Provide 1Yp� % w�herr indica[ �,d and vhere required in *Subinit complete Sfll!IFlIPS Cnr Arrhitrrt ' s npproval ��f. �ru��aAurns in s[rict accnrAancv wifh rr;�tiug manu(accurar ' s fire-resistanr.e rel.ed �ssemblies . color and [exb�re . 1B . 17�e Arcliitect shal ] (urni.sh the Con[ rac[or a colpr ins[ n�c[ ions for �.aeh c�ibslraLe r Rool ncc.•sznry Mr�l.r•rials ; Misr�� l l;u��nus UniLS - R����r i �� 1 ' INTFJtIOR WOOp OOORS : Shall Ae a panel pretiung solid - Louy, F:dKrs : Stnndnrd teper , schedule (or xll in[orior and nzterior finishes . � ���di [ ion . core doors , 1 3 /4° tliick . Uoor hwig on 11/ 16" x 4 1 / 2" HUTCHINSQN Section O/Gptl ; FI »shiug nud Sh�,at Metal . - '�1�i �•kness : 5/e" , er.cNpt as nUiarwisrd shnr+n . Gl �r.ed Wall 'Pilr - "St�ndnrd GraAe" , cushion ed Grede A Western Ponderosa Pine , 1 -piece , non-edjostable F' ' �" � iORFnmve hardware an,� accPSSOries , machine•d sur(,vc�s , R [ iln , San �,orPnzn - all bath flooc HrP 2 x 2 nr 4 x A Z • Pr�Au�ts : frame wi[h GraAe A AH541 QPP stops applind . Type H ( 5 /B" x D � '��^z . � ipl}� � ue fizLUrnc nnd similir it ��ms in pincn and io , i 1 � F'asL�rners - Mn[cli m�•t :il and fini ��.h of m� l :� l wnrY. , nr :'tiater- P,esi.st.ant Gypsnm ISacking Hnard - AS1M C630 porcelain �e�„�, , . ESIDENCE 2 1/8" ) Grade A WPP trim one side npplied and one side co b�. Cinish -paint��d nr pr�,vid� surfac�-,�,plied ro1A � ' provide IIOIMi1Q11Y�. IC 5�..9111 � s�55 FtPPI . n11IP5R dllOt�1PT [ V�1P ��YOV1dP T1'�tp }( WhpCP 1 �1�� 1 �'R[ �+{� i�fl, WhP�'P YPl,q1Y[t� F.xcepL BS O[�IPTW15(' fitlVCl ( ]Cl� OI spccially approv„A hy thP RP1p5fl � � fP P C �_ lnli . � tracked Ofl jOOSQ � t'111 er fOC ( Ifp - ffSIS � i1pCF 1"�1�n�1 rs.;embli �•s . ��•��'rv TIIP ' ��SI".8pA:1P1I (i[d/�P�� Architrct lIl N( 1 [. 11lR � ��W �1a111�R dll� COd�. lq � qSA({ pp [� �VP�i 1 �.P1115 Apf� r�mnvn �tTp��if[ lVp COy�•� { f1g,F i1 ( fdGLQOCT l5 YPCO�ppP11AP(j �)�� �����fTCI. UYP[' p[ 3CCQS50�'Y 11�1 { �,5 . Y � g JO1f1LF dt JEIOVS are acceptable . , square-enyed , 9 1 {S Sppl(�� P( jpp n( NOI'�( , I MflnufaCtUrei st�all be IUEA1„ or equal . ' Thicknetis: 5/R" , except ns ol.hervisW shown , "PCovide slip- reeis'[ant unit.s w�ith nnu-sfai.niuq Projee[ nre [o he t.hrat• mann(actur!•r ' s . knnf� in_e, r,em�.nt - Fc Sti-C- 159 � r aM1rnsive surfaca . A . Yittsburgh Yaints `Seal won�{ �'eqvireA I. 0 br j���b- pnin[ed . Primr� .,�t ��.,� �O� �, 4th Filing� YT" �'�� iNl i.s cnmpatiAle vith '�FxLerior liV�51M Bnard - prodncf, recomnepded hy mfr . fur � �'�'��� � i�g � Tnd nomiiwlly frre of suli�in- , ' Z • PATIO DWRS : Shall be piehung � itl5ul 'dCOd � wood R . IMVr[ in Srvmour �'nd; , faces , nnqersides v�A t,-�i�ksiJFS r� 1 ceunlnr.: , r;�s�•g � V�II V�I� doo[ unit with glass lite , Fagle or eqUal . "xLrriur i�.• iliuyti and soffits . 'I'rim Sh;�pes - Sam� Ma [�•ri � l , size , colnr , nnA to C . Pevo¢ � . xL� IrPS r�S t':Ihil�Cts � cotlpCerF , dppr5 , p�C . IIISLdjIAYl ��p1 ' TfllfRfl?SS : II7" . Ii� IJ [ i. le . U . Komac '°N��:hnr nines cr�, urFly eo s� �pportiny, strnr [iare , exc=pt f��r Z� • Door Lites : Provide manufacturer ' s s[andard 1 /2" E ' �� ��" G�°"�s Materi � l Pr�� ::Trim Accrssurics - Nrovide mfr ' s st.anAard m�..[al Lrim <'.�nuM�reial Cemrut Grou[ - F'actnry- bland oC pm�tland cemen[ F�ra[ ion - Mix . pr,•pnr,. � ���J st.orr pain[. in and small ac� .�ssory � tems w�l�ich ar� b���dd�d and stripped incn tempered � insula[ing glass lites in door as indica[ed on aoress�,rias , f' . Cabot Stains fini �:hing mar.nrinls in accurdanc� w•irh manufac � urPr ' s F VAIL� ran( ing tor snpporf. . oC tLv Gended 1_yp� vith face ( I �uy,es for :tnd ndditives , dir��linns . use n � diawings . concaalmenl. in jniut com�ounA except where semi - finishiug or Iplieatnrs , �nA [vchniquns bast suiteA for COLORADO rtHyAromenL Cer,amic 'Lile (:rnuL /Jninl. Filler : '1'h� Iipcn j . FK�cutiau mnl.rriafs anA s�.irfa<-es Cu which .�ppli ��d . >y:rn�tdinn� .. inslallat iou vilh �i�.rk �-onsl rm� i inn . vnpnr e%(�OSed [VP° is Il�dlraled . f.o . , USM Cor� , - bTrrier lil� auyl , ins�.ilati ��n , roo( inF and llnshiu , , - ProvidP roruNr G�wds at «xt.�rnal rorn?rs . 3A. A1I malerials must be dP � ivNred � n ttie bni �dinF in aq � r � Provide r��igP trim �! t.he shapa, indicaLeJ w�here rAp,n oriy,inal cnns wiLh erals w�6rokeu anA f.he l�� hel a ' PP �V addi [ ional cuats wlien nnderenats � stains or providn wn [erpr��of :md w�uaUirrl'rooC installat. ion . in Ins1.a11a1iun - r,omply aith ANSI A IoN . I .md lOH . h throuFh A ttached . „ It�„ nf gypsiun boird vould othare�isn br eyposPJ nr s�.•mi - pplirnLle !or ty P of tile .ind method ot j �st is thr cam�• frnm t.he � r �•����ditim�s filloF' fllYr�qp,Il final pain[ roat , until arrordanrr vi [ h Canstrnrlinn lirt.aila u( NHCA Rno IOH . 7 . as a .r AII st.ains must hc� n�ad � y finp and 3 . ExCerior Nood Door. Shnll be 2 , 4 panel cus[om prehung V7 � ��e film is .,f nnifnnn ( inish , r,� lor and r , l.'alrrprnnling M:mual . � exposed ; 1,-type For t. i.gh[ aGn�mvnt. nt edges , installa[ ion indi�Ated . Complv wilh manufxct.urer ' s �nufacWrer wilhout. any reduction or altern[ ion . { P�'� rancn . � I solid coze pine doors vith clear lacquer finish . Uoor hung m.hci,ris�• i- *Peint snrE�cFS hel�iiml muo;��, �p p��� � Pm"����- aiid f�irni [ure I cv��� �,xc�pt. sp�•cial kerfrd- t}Tr wherF insrrw-tions !or applicalion fur proprioey mnterints . � '�5eperatP dissimilar met.als Ly cna [ iuF s,.�rfnce ai [h � o�� 11J16" x 4 1 / 2" Grade A Wes [ern Ponderosa Pine , 1-piece , ?B . Atl work must be pnrfectiv dry b�fore x I in Si9"� As similnr ezposr�d surlacr�s . I'� i.ut surla��rs k�•rf is provided in ndj., iniu�. W�,rk . FP Y R t�liind rm.inNnt Iv ( ixed r,ri no¢'adjustable frame wit:h� Grad A R8541 WPP stops applied . ��"�+viJe cun[ rel jninfs uuit.s . ot �• ithrr metal nr Joint i�-�tl.ern - Usr ( i.nishing mT[rriels . AIl i�t� l work must bP scra .•�1 �nd �n I � ipm.�ml r.r (Urnilurr �; ith '� bilnminons onntiny or uthrr p.,rnMn..m. sN�wral. i �n . p,rid pa[tern wit.h IhR" wide jain[s . P � prim�, vm1 . � uilil paint. tilm in nl uui (orm Iinish , Type N ( 5/8" x 2 1 /8" ) Grade A WPp trim one side applied and PVfI , where eun[ rnl jojp�.� ai-�. � �i� ��,�� �� nnless oUv�rvrise indical.ed . c � cxned Aud all dirt anA rrease sl�all Ge removed , q11 t.he wondwork shrll bn smoo[h and sendpapared end all knors nr �•" lor and ,�p�.,.���a���,, . � , one side [racked on loosely . Manufac [urer sl�all be `Finish �KtPrior duors on cn s SrtiCion 0l9<NI .IoinY s�.ilers : So,u[hwes[ Uoor , Grand River Uoor , or equal . "IL�� iiutiul: Adhrsiva., - P��nduct r�connnr•udvd by Grnw inp - UsP ronnnorcial cement. y,rrnrt �pl' W1II )Otpl_F : 4fiP "�PPY Places fi11eA with a ure P bottnms aud edRrs same P,yPsnm beard P Rrain al�ohnl shell :�c . No as .,xtr.�'ior f�ai•F,s , unle�s nl� hnn,� is�, n�f�� . � e l -part portland r�mrn� � 1 -part fiuP sand mixture for Peinling or finrshing shall Ge Aone in w�[ or Ereezin indica[eA . K ^Saud IiphtlY bntws.nn s�cerc�..,liu , n Mal ��riils ( GCn�.ra � ) ; � 4 . Gaza e Entr floor : ShAll be 4 anel grour. in flours , imless OCIIPR' lEP pidjeated . ➢ ����wl roals , � '•'edC�IPY . v' . Y � i prehung , ��Pd5CP�1IfIR AtIIlY5IV19 fp� i.inod FreminR - ASIM C557 . 'Y�7nii [ � � 1"F� PO:i� l �11" 111Mf � Op mpll8 � SqY�T�`PS W�II !'�I �IdVP � � insulaCed � me[al faced � 1 hour rated door uni[ wiCh SuPP � °���� aAhesive vi [h erm�nnp( �r r� bpFn sh��p-pr9mr�A aud tnuch-u ''�COlnrs - Mann(nctuc..r ' s st.andard hi �;h�st _pPrformancP r� 7nr ; � associa[ed ra[ed frame . Manufacturer shall Ge Pr.ach Tree , � -"�'O��rY tasLenrrs as N-ASe strips - ProviJe no P%PpSetl m.�t� l a[ tilN mn� 3r , pll nxil holes shali be raretuliy put [iFld aFCer � �� � ���P�� • ���� � �SF Giug ol.henuix� sp=cilirA . except "white^ whrre ezposrd to vi.Nw , iinl �•sc anntliNr cnlor recuinm�nded 6p infr . carpeL pt� iminy„ then 5311JP<I smoo[h . pnuyo ur vnod fitlPr imic[ � or eyual . fPApply prime cont tu inaLNri � l wlii�h is r<r�iiired to be is uiAiraled nr s., lNCr_.,d bv Archil.e��t . � ma[ch color [o finish vhere cl.ear coat is sp„cifird . ninteA �. I ':!;ypsmn RoniA F'asYennCS - T +e reia+mim• CleaniuG 6 Yro[ecti��n - Clr,rn til., in nr��i>rdance with P r finisi�eA and wl� ich has imt benn prime � }9 nded bV gypsum LoarA coatod hV oth� 5 . C1oseL DoOis : Shall be 4 pa��el � 1 3/8° thick solid mEr . , ��zcF•pt ns oth�rwise indjca[ed , lD . Final co rs . applicabl � ANSI ctmiAard (or 1-Vpv ��f tilv and ma• thod of at o! paint or continR m� ret. hav�• vitt�il •r � core pine with clear lacquer finish . ' �PP � Y ^���L mr�t_oriei at uoc I �,ss thnn rhe eviAenc., of salid tiiJing nnd imi (orm a��.,,�:,„,�N . �,�,.,, mnmifarinn.r ' s rnr,�nu�wud✓d Spr.•aAing ral � � In providn o� Finistiing : shall be no v {sihiN pvjdpnce nf nms � say,s , or other a to[al dry ( ilm tu 1liicknPss o( nnt. less t.han 4 . b mills for enti. re co.�[ ing xVC[wm of prime nnd fiuixl� � , coels for 3-coat xork . *Cnmple[ed work : Ptalch xpproved sanmtes Cur <�nlar , [ex[ure nnA coverape . Ki.in�iv�, , rnl inish nr rNpaiul. vnrk nof. in crnnpliane�, aith sp..ri. fird requirNmrntc . ':e'<nnp,�tibilil'V - PrnviAe �n,iLerinls snL.�ct �vl for ' cnmpal. ibilitv �ai � 1i �ach othar .nw M� iih subsirni �s in each �Shop- prime doors for opaque finish with one coa[ of wood `n�'ousti.cal tiefl � TnL - Wi�,yr-M1ased , non -si.eining � yp� • joint tiysr_� : cnnfirm with mnnufactnrrr . primet specified in Division 9 "Paintingr' sec[ion . . . . . PPnrem,nt � y � Iastir. , n•cummnnd�A AY v�m GoTrJ m( r. "I�n noL I�ridv,�• builAinp nxpnnsion joinls . f..rnve npnc� nf evidPnc�, DIVIFI(IN IO SPF7CUI.ITtF:S , gYr� il�„ of ��nor :����� 11 �'ation . All coa[�; shnll bc [hn�piiehlV eidth indir:rte,l Lnlwr+..n L..ar�ls . �mil Irim h��lh d us for " K dty belure applVing sw�ra,edinp rnnls . Mnkn t,��Rn oF �mint. n� '•cen�ral Char�r[erisCics - �rovida � c , �3��„ *Prefit and prenachine Wood doors at faCCOr '�`�������� At.teuuation Rlankets - Somi -rigid minrr:� l fibrr � ��G � '� � � '�� 1Op ^f �P� � ���t or j;aske� , � YI' 1 , class . y . CoOrdlllate � coaLiug xdjoininq othr�r in� t�. rials or colcrs shnrp 2nA c ! ?en �1flTdI1P55 .lfl(� SIOi1 �A � Ch3f��aLr1' Itilt+ lf5 O�� Oi�in�- jq � �G Wi[h builders rI8I'dWHCO and door fLBmE requiremenGs . �.�irhont me•mArane , f�S f��1-� - 57, � � '�Yrp ( � l �I1Ck11055�5 qS SfIOWII , S�y.� +An ���;�K� F.� � r '�^ ' wi. tli no nverlappiu¢ . hAch coat. oC clear finieh SIVIII Ge indicq[ed r.l . where not indicAtoA . tu cnmplV wi [ h �Ilrvu;ill I' inishiu�; - Fxa•rpt �� . olluazaitr imli ��at �ad . npp1Y c � int t IightlV fi�n,{c,i :�nd wipn. l fr�e of ,Inet hrfnrr ap�� lVi.ny, next manufac [urer ' s recomnenAalinns rv:• ITtivr [n Pxpusuras . Installation: �'�.inint Tape - A57M C /4S , perfnratwd . J' fpe and j., inL rompnnn�l nl ��� inrc ( I�oth dln•r � i �+nsl � beh�.•on c ,.:iun 4oa� da coat . traf 1C . WPdCI1PY ronditionF nnJ �i [h�r fnrtors uF Ltie joint. {' I A�, IV r„mponnJ at. arcessor!� ( I �111FP6r I . Srnpe - ConLrart�,r shall supplv alI acce sVSl�. om for Arst possible over.� ll (�PYFot'mApre . F:kePF�l as penetr;itions . tesl�•nnr hends and surfaee dNle , ssories to meel �'Fit doors Lo frames wiLh unifot� clearances and bevels to �� �� � �� � ��mr�����R - �y'� (;475 , nf [hv lype indicn[ed . � [s . Install a1I app ( icable codes and [n ir„vidP rnm�rpi�p�{ � �� ; �.,,;��t � �, � ,�s �,�„� � � � „f crackc vhere SuhmiLLnls - tinbmir samples (nr Areliilrot ' s v1 .�w of co � oT 4 satf6Cac[ury nperalion o[ ierwise indi.ca[ed , juint sealPrs arv• r��quireA ro dimension6 indica[ed in referenced atandaids . Machine � YO° "�P � S °R � e mulli - nir ��.�sa,, .and t .• �� the firn lacn miity , I I 1 compound Cnr 1 . xlure nnly . Nrsulnnl �. tn � p�•rinr�n�,ni IY wnlntnln niri I doors rUlliS�+fi of co ouud A CPPnO�fIPI�II�„1 bY mfr . ) t •:and ;rll.wr ITSt 2 c�,a�s . Trn�l �o ' re . i.d. red ; mPL,c if r.,qiirsted until ��hi nnd w,ii ,•� �� ��,,,, I r.,�:, Ir , wlihn�ii � for hardware indicated . Seel cut surfaces after fi [[in "�' PF � i��tivn . � i�[ti shee Inllm���s � g �d and fa�t..•u.•r heads in G�nf�r - rNSizl.ant joint compnnnA to 9 n , colnr rnJ I.oxture is achiove•A . � �� ��� iiit mnv..��x•n1 ncroi�ind;� i inn . r,�h�.., i �,�i . ,i,llir�: lnn ImChining . Prnvidn walrr- resixf.aut LVpe m:nudarrnror 6v IlniLeA ' �hi acfual vall enr(aces and o�.L? h ' ' 7 . Ma[ecial ( ah,•r�. npplir,�blr ) , n� igr;uion , staining ind olli�r Stat.r.y cypsmn co . fnr n5n vith WOI.�•Y- TOFI ^.C:IIIfC � �I, Iv x•ith �a;n �,rr�.:: i =: lmi1 joinl c-ompo��nJ mtr ' s dirnrtions . � �uldtug coi�onents , dnplioaL� pnlulyd ( inisin.d n( .�rrrptn4lr snmp �rs � ns performances as speciFied . h;�ckiug boarA . 2A . VroviAe M:� jeclic SupvrHe:irt.l� hN'� m� its as drt.ail :• *Install doors [o comply with manufecturer ' s instructions . '� + r��' �- "d bv nr��l� ii �•�� i . � � - I'rovide sprcial ext.erior chemical - hardnninR fypP fnr Lhe archi [ecCUral pLins nr equal . Elast.omerir S?alant.s : �•xterior x�ork . Sectional Overhead Garage Uoors - Provide complete opera[ing i �'Y'� ��+� ����y�� Re+ iliF•nl. Fl�ri�: ��ain[ inp, Schednle : �:MnILi -compon�nt Pnlysulfidc SealanL - ASTM <'970 7'yp�, p 2R . Prrn• ide glass doors on the firnpincc oE,Pi� inp . 1'rovide �' lassz5 , or F'S 1'T- S-f1p777F: Class p ; nonsag doors assemblies including frames , sections , brackets ��t�"�� � � � ��stnllati �n nna Pinishiny, ; Pzt�• . escn�t Self - � I Tyry�icallV ivo-eoa [ wnrk . Colors snlcted b An'hlfer [ rior rumLnslinn air as iuAi��at.�d . Fii� ish lo I��• IevelinR wherP _joincs art• horirontal . guides , racks , counterbalance , hardware , opera[ors , and " � °s�-'� � � KYP���m Aoards iu l�u ,tlis au,� dir„ y {�,,,m . �� �Ce1 . P f � j �1�15 whir�h ui. 11 Std11dA1'il availabie mamd�acturer ' s seicl. iou 'fo be Provi �l� ftilnminous-modifiFd produe [ vh�re 3�6t811aLio� acce55oiie5 . minimize numb�•r o( n�„I oiN. s , and avoi , Suln�iitlals - lJilh nianu( :u�turr..�- rs ��.,�,iuct dnLa a�ui ( �zt'd npmi l i anA jaints in 3 np[ ionHl color schnmes ) recmm�n•nded by minu( actnrer . crn[ral �rea of cvilings . ins[� 11 w� lls and pTrl. iCions wiLY� insrallat. ic�n inst. nicti �.ns , snlimit th� (nlloaing : 2C_ Frovi �l� dnnblP vall insul � i �e '�Samplos of nach t rolnr ;nri pxt.t.ern oF rrsilia•nc " Inlerinr r,���s�nn W,ill and CrilinK R���ard : f { tl�ie pipes ot npprnv�d WoOd UoOi' $2ct1on5 : NxposaJ gVFs��m Auards v�rtical . wiqi jainlx p( fsrL �n �'r, • er�u� l . >tS flaurin , lst conl - I.nt ..x prim�• r anit ,ry 7ype Silii�one Se.ilant - I - part , m�usng , ASfM C.920 �q�por. it. siAPS of par� if. ions . oU��•nai.sa , install 6oards w•it.l� k. ����1 �c�rssnrios , full sirn fur I. ile , b^ � q° 'I'ypr S (: I ��ss I ) . 5 . nflr F55 Tf-5001544A Clntis 8 ; YNi�oimn�•nded 2nd ruat - qlkvd �•nam� l '�Yanel ' Lype door Sections � complete wiLh wood jamp and head `��P`�s �'P�'PnAicular to snpparLS , vilh end joinl.s staeBerod ( ��r :;heet. llnorinq . ain.l 2 L / 2" long for arcessorias . ��Y mnnuE'acLur��r (or nse in in[erinr vi�t nrea , r,•sist ,vi� � u molds � as shown . Stiles aitd rails oE clear � strai ht kiln ���P� 5Oh�1O1�� s ��xvr�pr wherr r,•commendr,d in i diff�renL Sr.cLion 1f1NIX1 lL�U� and 7'oilrt �ccessorirza g > arrnnv,vmen[ Lv mfr . � :olors an,1 I'i1. 1 �•nis - As s�hNdnlyd ��r show�n , nr as selec[rd "lutPrinr Wood dnors anrl Trim: niild�v anA m�, ld grovth . dried Uouglas fir , West Coas[ hemlock of Sitka spruce . Not bV Archll.rrl. from manufar [ur�• Lsf roat - laf.a prin�or less ttian 1 3/4" r}tick . Use c1eaC all heaTt -vooA redNOOd or I Aconst. tcal S�nlnnc - Where work is inJje�at,pd as ��•- - � ' � sl.nuderd rol.ore ynd ����� ���� � � Joinr Fillers , Pavemeu[ I'Vp�s : �: patCern . � mi � loss Ietex �u�m« 1 "�'O�"� AIl Gath and toilet accessories sl�ell include Luwel bars , ��/ 'Bitumious hilnt F' iller - Fihuninous honud �rgnnic ( iL�= r or � Ce er for head and jamb molds . Panel inserts . 1 / 4" thick � I rel.rrdin�" or shnrrn ai [h an S•fC rntinf•. , npply acousticai �/ //� / � smoo[h 2 sides � [empered hardboard co 1 in with ANSI `� � ExcFrinr Ppinl Sys� ems ; prnvidv th�� f�� ll " � �" ' �p�- PaPPr holders , I�ooks nn ba � hr����m Jnors :mr,l t.uvel </ V gran�il .a [ed cork bet�:ean hrlt lin rfi . Ati'PM C 94t. or Ul ; til . mP Y $ s��nlTUt as recononi•nAed hV mlr . Vinyl Sli �t �.. itln,irt Itm�Yinp - Vinyl shn�� willi �tt.••rn anA ` 1 °�• �,:� i " � rinF;s Lo An sprciCied hv rn+nor . 135 . 4 � Class I . 1'' syst.�.ms lor thF VaYimiti suhslretrs ns indt �.�ai ", I . AASNfo M3l or M213 , ur IiC ( iber (vpr. l h .: fIH - f- 3a1 l �, i•,. I r.alor exi � udinF, Nir.n�;h lnit t.tucpnv�.h , cnmplpiug w�i [h Fti I.- III . ' � ::Form "p' Inal. ing" conslruction f��r suni boarJs at inLernal F'-�J 'i . Tv� � fl , �.�. �,��t (nr IJII 'M11rfiF :It1iI h,u� kin}; t.� . Gem, . . �'�Fabrica[e doors of mortise and Cenon or rabbeted PYF � � � �� intnd WnuJt,ork : oornerc , �•xcvpe e•here Special isolaLion ur edge Lrim i.s rapiir.•�� . ul � . n�.v�wfarlur.•r �, sl.<�nd:ud �,� iJl.h rolls . IlIY1SION II ►I�1111Tff7VT Joint Fillers anJ sc• cons[ruction with dowels , pins and waGerproof gtue . Treat tst uvnai - I .airx ,.��i;�m� � . ALAl1I Neckers : indirated . '�Ihi,�kner:; : rl . qg0" . 2�1d cofll - � Lrt Y.%( �.riar I :� r �.y Pn.im.. � � }:.y� r°� i � � e� ..� r "Si':ilrnf Hack�•r Rnd - Nnn-qbs�rr[ j �N �. � ,�G,,,�_�� � � � � ��. doors , wi[h 3-minute irtonersion wa[er-repellent and Coxic � jnr�ornA o �nn -,-,. I Vinvl Wnll Rasr - F�S SS-W-4p . .I.� "WP:�Lh��rbn�l ��r^ or ,.,,,,, , . SPECIFICATIONS 1 1 ) romprr!;G � �� � �/ flrsiLln p ��; i i „ „ r- , , , i ,i ,. . � treatment . provide continuous galv . steel reinforcing , " � selair� dr}watl vork frnm �Loetinp s� ru�� � ��ral and masonry lP�' � � , �� " high ; r1 , ON0" g;�FF � SrcLion 11450 ResiJenLial Fquips�nt rn , [u�•k whioh is rnmpatiblF ui1N snat.�nl fpoly�•( hyl �.��.. , horiZOn[al and dia o k'��rk . p[�rvide eARe krim xnA avwistical s�•nlan[ as � ith m,7lching slnps and pn,(�,rniad cuni�.r � niil.s ; sl:�ndard B nal � as re uired for V t. - 4N . Ex�crior a, n� ir � „�.�s scu��ca Sysrem: 6nty1 . naoprene . p�� lyuretlian�, , fNC: ) . R p�+�el siae . � � tint rnvr � � inl �•,;v nlh�• mP � . . +'e<'n�mnended h mfr . � . . �wi [:�• ii�dirnln�{ , Lst ca.i[ - Flq (J :�pplir.d P: Inslamn�' ie "F. JS^ P: Insia,�on1 �Finish vood door sections wi[h mfrs . standard ex[erior r ����„ npptiv���,�.s ;:W�nth«.r ConAitirnis - insrnll rgtri"i ��r r �: Ins[ all srnmd Tt.teunation Alanket.s wh�re shnM�n . �.• il.lwut Mr[ � I EdPF Slrips - Fxtradad ninminum , mill ( inish . Lul[ r �� �,; �e ( tiunlnnd coatiny or r.q�� ll ::Hef . . � °` �.01�'P,� � � �� :, i ;���t � primer on wood and hardboard surfaces . p � µ 19W ciqerator/F'rP��;:r• r ; when t.e•mpPrxture is in lower third oF L ��mperaLUre rang�, tb�ps ; aud sipport where ne��nssarY Lo pr.•v typ�� f .�r concr,� l �.d in+fallafi „n . "Z Lnr" - no nxposed m�L-� I . � N rnt mix•nment nr ,.nd cnal ' F'luid n + . licA F' laslom�, Ny �w��er DRN BY J�� 1 . rvcoimienAed by mTnufacturer (nr iust.allnlion . dl < Inration . i { rir "F.]S" F. lasl:a�'nnl �Tracks ; Suppor[s anA accessories � lin:� l M�:irA p;� int ( Snnlaud ��oat. inp nr Aq�n, ll �`Range : �A.rE ��'� �"� j ' ManuCacLUrer s standard i In4c:� l. lati �m - Comply �.� ir.f� flnnriuy, nr�nnfacl.nrr,r ' c By awm•r �Ctenn joint 6UC��ACP.S and ,� im. • � � � ` galv . steel � sized for door wei hC and dimeneions , complete r'•romm.-ndniirn�s lor t ,�c �,� �ry'��pt� � � � 5 N1P19W' �FU�SE� P ° '� ,. '..' I ns r•.,�^nen� iJ.,, B :: install vnfer- �'esisLant h.�cking board where shuwu . Y{ 1 projr+cl condit. i.uns . ::Micrn�. � � . sealant manuFacturer . w'� [h ball - bearing roller guides , brackets , bracing and end int.aml••d nsw , - 4C . Zinc (:aated M�LaI : RY oa�u. . , J ` � C �/ \. reinforcing. provide continuous rubber or neoprene wea[her � �`tusrnll exGerior gyps�un Lonrd (or exterior ceilinp,s and �`tiisLwn: .: , J r . ':gupport sPTlanl.s fo�m Lack w�ilh constrn�- rim� ax shown , or stCi 1n at top and botLom oF each door . Clran ( luors aud apply IPVPIiny, cnmpniii�.� rnd suhstri[e lsl�. coa[ - 'J.inc Duc1 - Zlnr oxiA= Prim��x ( FS T7 - p„hil � ' Qj:l PP B �n(lits whvre shown , ;mA as• s�bstrare fnr ok� arior ( inicti � by ow�� �.� � � f,5v primNr iu accorJance wi [h fl �,uriug niinufarturNr ' s 2nA cuit - SNmi -Cluss AIhVd Fnnmel ( F'S 'CC-E- s >o Q, wi [h jninL fi11Fr ar barker rnd , syslHm xs shoM�i . � JAMES 0. � �''Hardware - Manufacturer ' s s[andard , [o suit size and [ype � nsCruction , �' �asF A ) . , �.,�� . v' � 'tlnseal � sealen�.s to s � ye and shapN SI10F`p or , i1 uot sh„wn , of door . Provide lif[ ing handles , cremone [ype locking bars "Na � � RYPS�M bonrd to wond su �o Ky ��. , ,• (V� PI rt� . hD . Fermus MeLels. �- vitli "hour-Flass" saction P�'��f � � ? anA �c follov� : opeeable from inside and outside vith chromium-plated �">' s���"'� � ����'�"i��S � � m.�kF as ( �w se;ains as pnssihln �,�iUi Wasin � � Malk fr.al ( ir 7oi �n�.s - IL� .Lh e�. ual t ,.� opeCfl[ing handle and Cylinder lock . �"rm�nmicnl ns� oF inate ls[ coat - Bed leaJ pigm�uted primer ( T'1'- p-84 , TD'P„ r . . - PavemenUSid.. . 1 1 '`� il troU� Iayers [o supor[s uhere doubl�- InVer vork i.S . ilals . Follnv mnnuf�actnrer ' s II [ ) ' � 6 ] 5$ oC normai joint widLh . Lnt nn[ more [han S / M" indicaGnJ or eGhNrwise required . recun�xe�ndnl. i ��ns f�r maiclunp oolnr shadin . ,-ind . � �. � � p..�� � � � P paflern aC 2nA rntt - Snmi - GI ��.:s A1kVd F:namel l 'rr- P- 579 , (: I �� �� (� *Coun[erbalance - Manufacturer ' s standard ex[ension spring �PT�nfi . � � mechanism . First , , ,:ii n�,i r..��� � iroA nn ite,ns deliva,red shap �u '. (.A,c� '` i � l � i ��. i � �n i .� tiiF�Ni �:luw :�:-. �`�, rvF� ARV�\ SeCLton 12390 Kitctk•n I:d� in�•� �c :ind tt,� lhnrom Vnnil. ic.; IO Oq'yR(}{j pg ppQ.�� �p JOB NO. = 90115 k ; �.�:��N�� ,:,n ; ��,.� s ,���� A��Ihrnnm �;,�, � � � F.� w• � � � ��.. <�,�.�,m k, � s,.�� FILENAME = H pnn� l dnurs . All co�mrert �.ps au,l vnnili .•s will 6e drni� Av R—SPEC �M,P` . SHEET � r.�„i „r ti��� i � .,�� . � \J0 � ARCHNENTURE GROUP D E N V E R � u � '�s F.`� � t � ir i"us , , . .. �. � � �: .�. � � � ;� .. , S.c[ ion 06IIX1 Rrnqf l'ar�ntry I ! �. �� .� 1 � I �: . .. 1 � � • = 1 1;� �.� I � ,nq•r � I i :�v - Section 0 / 3I2 IXNH7tFTi TIIF � ,� � I 'v-ir i � � , � , , . , ( I' i ':, • •� � n - i . i , i � , � � t � r:liill I. � •�; tu .it lt . 1 'c;� � Ir,..in li � n � e�i. .�� c� rr. AP�S9p�ULC�UiKNFQ4A{i(}RECII.FE 11 .. ,�, p,. � . . . � . . .. . . . ,�� �� li . � . � � �_ , . t st . inJ.� rls .-;�. � .. . ., .�n �f ��ro-{� �._ t -.I� irh , '`�:n.� l � lar HAted Irim„ r. Ac�+�l Uq3 supporr �. � LM 6.,nr!ls applied h ,rixnutallV' in mm� tnR t�an�l � 1579M4RICET STREET . SUITE 209 compti �•s �.�ith r :•quirertwnlc , uieluAu�g applica6le K:nal -lar Hi.rinnen : ASlN fY� SO � lype fI cntling b�,nrd to ! it uprninp,s . projnctiuris . er.� . ; s[aygNr C`ENVER. �f.q9ADO 802D2 I�ire.� l�d . Hr. ��esceJ . A sfanderds , ie ttont �actor ' s o t. imi x�here no roAuc [ +:'Manu(acturers : 1 . LANF.I,S : beliver maLerials In �mnpened packaqes M�ith �•erlic� l j„ int �: nnd r�rnors . Poll�w mniudauturer ' s 303 - 893 - 5015 1 - pproved . Accepled , Ptc . - ThesP tnrms F F Liunber - Frnvidc lumlwr ldry Uouglas firl , S4S , S-Dry milPSs imp1Y "LV U�n ArrhitFCt/ EnRiner�'" r nnless nthrrvisn name�s ar� indicat�A . nlherwise indi ���t �,d , grade m�tkPd , r�, lein , wilh PS 20 and r« Intex Cur}� . labels intACt . indir.ated . PPr( ornunre N.�.. nir�. � ➢ ' re��o�m�e�nlnt. ions lor PrimeNhdhesi �n and Rcinlorcing F�i6ri �� . � m�nts - SslaeHon of produc[ wl�ich t.hr (olloM•i.ng ��.,,, ; �N�,,,.s : ��F �:o� . Architecture has be�nn ce�-[ ifieA Ay manufacturP� tn cnmply vi [h ��S[ivetural Nnod Panel Froducts - For ttpes of concealed Koppers fne�any , lnc . 7. . ,1UB CONUIitUNS : Proceed uith iustallaLion �nly w9�en Fully emArd rrin(nrcing fabric in rnating , avoiding Approved by Architect /F.ngina�r - in iw cas� YP � PdSPA requiremPnts , IIIfIINILIg FMSCTIFIUVP requirements , applicati�ns indica[ed �Plov , pmvide VOOt� �TIIPI produots a1t pnnetraling vork has bven rompleted and suhstra[e is w'rinMl �� . Interiors Contri�r[or from responsibilil. y In lulfill re�uirements oC ic Contractor ' s option �hera no product names are complving PS I /nNSI A1a9 . 1 , where applicehle , and wi [h "AI,A Misceltaneous Materials - dry . con[rxe[ Anruments . indical.ed . Perfnrmance StandarA aud PoliciPS for St `veturel Use penrls" `•T.vneraL• if specific mamifacb.�rPrs oF misenllanoous Rasp flash .in�� irr�•�nlariCies of insnletior� tmazd grP� [�•r Planning ( Form No . E445g � fo� rrquirements indica[ed . dempproofing meterials are not indiceLed bPlnw� , prrniAe 3 . CONCRF.I'F. R(K�F T1LES ; Wastile , gierra Tile or eq�.il . � h+m I / ir�" . PurnisYi - c,�prlV and deliver fn m ct. sitr � tllcllidili , VISIiRI Ho��uirements - IJ�i��'r indicit.rd t�+ br selectad APA prad� pm��, ls c,implyinp, with PS 1 /AN$ I P � Lo m.�nufai�Ynr�•r( . l nf prim.iry Develo ment �' J^ p ��Plywnod - Prnvid�, mnl �•rinls ar��� I. abin � uulnaAing , in�pm�kinR , .assnmblV . �•rnrl�. ion . Incin � (r!.m mnnn(7ct.nr�r ' s s[andnrd � �lionc . cnlPrYion is r . � � a� „ dampproo( � ng ns3tcriels ( hiinm�nsl . 3A . S«�n rnimdactnrers rncumm�endntiuns for subslrate Primer coaLin s�u'lace shall br 311ov.•, V K I A194 . 1 for tV n �+( n � � lic�fion, indir �L g t Lo drV 8 to ]U hours anrhnring , TpplVll�p , vorklnF to dimension , ( inishinF � Archiiert ' sih:nqinerr ' s nptinn , suLsoquwrt [o +�Si.zes �nd ed ,es - +, ' X N ' , s< <�re '�°Frot.ection Course : Ilse ri ,iA insulation as rotection Freiarat. ion auJ roduct instellntion specificatiuns . MFore rcePeAin uiLh finish � P � edgns . P � F � P p g . pplicat. ion . Wt�ere additi �.-�u+� l curinR , projer [ ing , cleaninq , and similar requirements . determivat. ina or selection nf manufacLurer crnrcse ; see Src[ iou U72(H) - Insnla[ion . layers of minforcing fabric are shown on the draw-ings , I �:��ntractor ' s op[ ion ) . Nf�ere inJica[eA to 6e selec[ed Fas[eners and Anchora es - Of sized , [ e , mntrrial. and f'Rttioninoas Brout : AS`fH U147 . 3R. Color by �wnpr . g l'F' proreed vith snronA �nypr only aft.Pr ini [ iai la)•sr h.�s s�•� ( n� tall - (Iperations at projec[ si [e , incluAing unloading � ( rnm amnng st_nnJarA opt, ions a•railahlr vitliin industry , finfsh suit.a�i [n :rpplicaCion shown TnA com(ilyinR vith iq� , mtpacking � asst�in6lv , er�ctioa , ptacing , anchnrin sPlect. inn is Arrhice< t ' s/ En ineer ' s o tion standards inrludi.ng F'S FF- N= 10S anA FF-N-97 and ANSI [ nsf.aLla� ion - EzcNpt as othervise intiicat.ed , and whe[her or HUTCHINSON B � TFI` �5'�ng , g ' p - ' prior [o no[ shnwn on draw�i.ngs , nppl�; dampproofing to atl exterior Trowel a [ ivht cual. of finich ma[erial direcUy ta Lhe e:orking to dimension , ( inivhinp , cnring , prnterl, ion , decPrn�ina[ i��n or srlection o( manu(acturer . R18 . 6 . 1 . Provide m��.•tal hangers and framinp, anchnrs nf size bel.,r+'grade snrfar«s nf �xt.�ri ,�r und�ry,ronnd walls in 4 . [NSTALI.ATION rPin(orc��t prim=r �mLinR . FiuiSh shall br applird aml rl�•eninp„ ��nd similar r�,�uirnm"nts . and I.yq,r re<nnano��,i=d for infanded ns�, by m�nufacturer . No[ RESIDENCE Nmm�pla [�v : tJln,rr indicT�.�d or norrL•d Cur operation attd di nlvanizP I :itiYOn�rs nn! R r 1 1'.o ronLa�� t vith Parfhvork or oihor h; . P P. 1 am:hora �,s for vo k �xpnsv, +ckSill . in .rnV situa[ ion lrvelPd d�n- inF rhP �anu• operacion to tl�e minlrmm� at � .� ,. ua61 �• Provide - Furnish �nd install . cnmpl=te and r?adY for m.� intanan���, , pr��vid�• p�rnc�n.•nl� �ivn�•pI �1. Ns on �qnipment. , wtwrhPr , in gr�,�md o,mtact anA hiKh rnlefi�•� IuuniAity to when� spacr nf aqv kind is enclosed on nppnsi.[ siAe . 4A . C:�i�pral : ComplY •• itli puhlish�d r�cnmmenAal. inns „( r�m� Ihirknpss ,�nnsistPiit vith �.mi (nrm c v� . o r�v� . iu[enAed i.�se . located in incnnspin�ous 6u[ accesible places , and cnmpl }� w-iU� ASlM A 153 . �'ExtenJ verlical dampproofing down �:alls Eron ( inished grade Lile i�nuEac[urer for ins[alln[ ion of w�derlayment und roof con[aininR suitablr informni. iun and npera[ tonal Aa[a . linP Lo tu�. ef CoM inp �nJ u�rn dovn miniimyn nf 6" nvrr [ iles , ❑sing all materials in arrordance vith manufacturrr ' s Finish m.itrrial nn�st he appti"d anA L�x� � m. .J ! fin•. i I 1 InsLaller - Fulitv ( ( inn or prrs�,�� ) w�gag�•d fo insl.ill vork , �Rhenis� , d" nnf nU�,w� m�nufact.� ir�r ' s Lrad�rhs or s9milar outsiJe face of footin F.xleuA 17." unLn in[ersec [ in standarAs . LO� 1, 4th Filing� buildiug F'�p��r - Asplwlt ssturalad frlt . noirp�r(orated A51M B � R - �m�r. immllv over a wrll surface , �,:orkinr � � . .• ni� rs �md by conlracfor , snbrnnfr:�i•tnr nr suL-s�.ibcoi�[ rar [ot' . lahles or nameplat��s Ln Ae placeJ m� produc [s in locatinns U22h . Dse "1'v�•eM Huuze Wra walls , and foot. inRS Fut Ao nut vr.tend entv sorfaces vhich P�� jnints viLlmul. wllouinR Lho ma[erial [o :nt , ip �. i [7iin .i Vail Valley Installers ara raqnir�A to Ge skitled in v.rk they are where exposnd to vi=v Tfter installation . � will he exposrd Lo .- i�w� wh�n project is vomple[oJ . �.B . Fival Adjns�m�nt : Repi �cr env damaRed roof [ 11es and disr. incr vall area . SufEicinut seaging rnd uorkmont mns � L. � �'��K�RP�� �-� inst� li . Sncurelv a[tiah oarp utv �.�uck to svhstr�l ?s and supportinR :�r��mpip aith manv[acturer ' s instrvi�t ?nnc , „xcPpt vhNra m+re remove aIl ins[allation Aebrls trom sitP . .•mpl•.yeA r.o acrnmFli �h a uni. ( nrm epp.enram��. . mr�mb� � s u . in� , f �- t n - rs �,f sizP tl�ai w� i11 nnt penc[ rato sLringrn[ r�quirements are shnw•n nr S�1Pl' tP1P(j , and ezcapt VAIL N'�IPi> ro ' . ce conditions re� nir� ext. ra re�autions nr All �inisli �.�� rY �6a11 1,.. in stric [ cnmpti ;� n-.- �� �.: i � l �. � Spr�• i ( ieation Tex[ FormTr - Iq��l�•rsroring feeilit. ates sran Suhsti [nt. ions : m«mb� rc whr.n. � pposil•• si�.ie w � ll b� �•xposed to viev nr F J,' . 1 P r��aduiy, . uo olhPr m�aning . Imp..retive IanRuoqa is dir�arted rrcFive finiah maL.•rials . Inslalf fastvners w�ithout provisirn�s �o ensure s:+tisCarlory performauce of �.�ork. Seclion 0/420 Bxterior Insulntion and Finish Syst� mannfa�� lur,� r ' v . ��. �mm��n,la� inns . at Cnptra�� t.or . �n� lvss nllie �"vis•. nntrd . ie COLOR�O - spli.tfing vnnA : fasLan pavoi pmJurts [ n illo�: fnr ezµai�sion M.�sk or oth�n+ ise pmtacl aAjoininR work r� pr=v.•nr. ' Condi [ ions - P�r�uesl.s by Cnnlra�tor � ili h� ��nnsidered wlien al. joinls unless oth�n+ise inAira[ �d . spillage or migration of damppr�efinR r�terials on[ o oChec Overlappin/�7on( fi �[ ing Haquiroments - Most strtngent appties �•P�s����hle , � imrlc (uliv doe-��mentoA ai�A qnalifving under one surfaces nf i;ork . Uo �mt allrn: dampprwfing mateHals to �°i:., lat.�d wnrM - GeF,��. in sh�:�thiug , pLwood . w�a(er boarA . UIVISIINi 7 7Sih7CU1. ANfI MnIS'111NF. 1'R(TI'F:(TIIHi aud will bP n�l� rlCCPti • �IIIIP55 mnre delaileA IanK�NP.� w�rit[en �r �m�re o( fnll �w• inq circums[ancas : Provide w•nod framing nnm6ers o( cize end sp;�riug indicated : enter drains or �ondu�tnrs . saalants � Jeors and �: indnvs , rooCing accessnrins , and rit� iA mb?rs I��> c.w , �Olnzlall 2%7 �aut �trip nF I� itnminnns pmat wt Ansn �( insulntiun :�s spociCied in n[her Sprtion5 shalt he n�F,rov,.d AirrllV in� n eoulrort don�m�•nts rl �.arlv iridienl.rt tlia[ a do unt splirr stri ��tnr� l me t tn supp�rts . Firestop loss strinpenl rN,piir^m�ut ic arrnG.tabla . Nefar R� lal .•d 1 .� ,.n ", �r ...�u:� l " . f eon,�•, or cimilar iravision in al �•q spn�.•, ail.h wo� �J Llorkinp, nnt li•ss Ilwn 2° tl� icM . ver[ ical dvnppronCinp wh••re it meets horimntal surfece . as cnmpatibl �> hy th•� fiuish sVSt .•m m:uui(nctvrt•r . Sc�ci_ ion O/(Aq Flnshing arM ST�n,t 1h•I.nl : unrp�'t.aiut. ias to ArchitacY / F'nRinnnr for decisin�� 6afore conlrert rluCUm�nts . if no[ Alorkn�i bv ol.hr�' framin� m.a�nhPrs . proceeAinR . Wliere nprinr�al rPquirNmc��LS flre spnri ( i.?A in a ���Fill vnid . aral j� iuts . end :�pply bond brenk=rs ( i ( anYl as ^U� osile $pcl�•m ( INI�p Pxterior insuliLiou a�u1 {� - rYnvi !�e t'nlll � parall�, � mrinncr , optiou iz inlnudPd lo h> Co��t. ractor ' s P.�quir�d pr„�in:�t oannnt 6e sn � lind in t. im? for IP r•.�onunrndNd I��� prirtw malw�' i .� ls mannfa!' Inror . wi �.h p�irt. icular ( inish sysl.rm in placr inchidinR a.,v,troded pnlVSlvr«ne F7hric�l �.d S�irnt IM•tnl � f:�u.•rnl : � iml �ss othc•rM� ise indi �eCed . a�mplianc� ��ith r.rn�l.ract 7� im�., r�•• nin.m��d s . � ztt !• I � nti�n� ar constmcCion �OI �IY.S . tIt5111 :i1 i �.0 L�s�rd ( f i� ld appli .•,l la ..x�..,rinr P.ypsnm bonrd Sec� ion Ofi7.00 h'inish Gr�rnlry: shealliiny, and ! or plywood sh�•ath � nRl . wovenglass ( xbric '+f.npl�acm te prn(iles and siz�d slmwn . vid ��ompl }� •.:ieh Minimam RAqnirPmenis - Indi �ated r��uirPm�•ntx arv Fnr A P^Q�� � �w!1 proAncl is not dCCP�+CdEIP to governin4 �� Listall GPparate flashings TnA cnrner pr���.ection strippin� em�edAed in plwc� i � ceneer base� over insnlation boarA , and °�rchi �ectnraf Shen[ Met.el ManuaL" Ay SMACNA , F � r ��a..: h spnc � fxo minirmun ne���•p� �ble I .•vrl n[ .�ikili � y/ qnantity , as a�rt.turitc , or d..tPrmim•d rn be unn-r„mpatiblv , nr as rncoameuded hy prim� m�t �riels man�.ifacl.urer , [ o prs.�ede fiuixh covt inp wilh integral mlor and [extnre . R�,n�ral cTtegurg of e;nrk rF••piired . r�+t��pnizc•d u� rhP industrv . Actnel w'ork mnst cnmply • ���nnn[ b�• prop.. rl � roorAinali,d � a� rrant ��l �r insnreA , Solt �.�ood LnmL.:r - �]�mply u� i � h Pc ?u anA a � licnhle + licntinn nf da g . mplv with manufarCUrer ' S _ ' pp mppro�fin f.n • Ma,lal Fleshlnp and !'n�mt ..,r flashinR ( uit.hing specifieA t �� ler:mc�s ) , nr mav exeeed minim�m�s � � R��'� � ��R . er has Mh.•r rP�'ugniz.ed AisaLili ! V Te rrri. i ( i?�1 AV • niles or resp..ctivu Nrading and inspertin�; agencv fnr • rrcrnmnepdafions . ��Ipiality �xe��ranr.e - For ach�ai .+>:nrufirnt ��f u�ork . usr • - Gu[ CerS nnJ Juwnspou[s ( rain dema e ti ) wiUiin rresn��ablr IimiLS . Re(er nnr�,r[ainties [o i'ontra.�tnr . sprcies and pr��dnrt indi ��a[e•d . Mnna(nc [nre Lo S1ZP5 and persormnl wlw nra liinrou�lilv Irnin�d and arpnrienrPd in ' Vall��ys . si.m�ps and SC!t���P�S ArctHtecVEugineer bnfor« precn�•dinK . patJrrns nsing kilu dri ��d liunher . ' ':Apply dampprooEing compounel to e�umplV �.'ith inAlcnted Gt+ loa skillc r�qnired aud who arr� familiar M�itti mam�facU�r�r ' s - Crae'al stops . fascias end t.rim Substan! ir� l advTntap,N is � ( (�r�d (rt.•n«r alt �r d�dnrting for minimum rale of appliexfion anA minitmun nuil"nrm Jr � Film ���rrPn1. merhnds o! installTri .m . as w� 5 I1 as ra�piir�mnn[s n( Ab6reviat. im�s , Plural WOYL�S - A�)I)fAV1dC10116 � NI1P_�'P not offsett. iny, Ais.�dvan[ages in� i �.�dinp AelTys , aJAit. ional Fxterinr Standiny, ruA &mning 'I-rim Cor Pain[.+A F'inish - � hirkness : Lhis work . Exposed F'lashing: Minimiun 15 oz. r.opp�r . AefineA in ruutrart. d.,�ntmnl. 5 . �.�ill A= in� erpreYeJ to mAan cnmp�nsa� ion tn Ar��hiCart � F:nginnPr for rrdesipn . gpl�. ct Hear1. RFdG•ood ( RIS ) or ^C1Par Heart" Nes[ern Red ' Hnt -applird hutimen : 1 . `� gat . lir)(IS . F . ; min . 30 mils the nurmal oonstRicr. inu iudvsttq lerminoloey , determin�d by investipnrinn . Pv� l � mti,:,�� and orhe.r n..�excarp s?rvices , CrAar ( WWPA or NCLB ) . �hick . '=SuGmi [ t � ls - GiFxniL ccm�ple� �• mam�facturrr ' s pmdn.• L Anta reroRnizeA g�:vrc��tical nilNS , by r6e Archi [ec / EnRingeer . aud similar enusi.Jeration . as w.• ll n�: e 7^0 X 2 ' _O'r snmpin ,�f s1.nnAarA color snd LeXtur�. t.n ba used . � Flural voMe vill he inLr n• Intrrior 5[anding ond Ruruiing T� i.m fnr 'frausparenl or Bitulhenn ^lcP anA Water $t�ielA" by [:racv conxln.iction +:Mal.erial St.ora e - Sti•re u�.dnrrs in a rool 7.inc-coated St.eel Shee rp tpd as singiilar auA siny,uler - Subnit.lals - In� lu�le Fnll documr.nf.ntinn . iucluding produrt R, F . Ary pinr�• n� i[ [ - A51T1 A 576 , fl . ?p$ c,roppPr , �N 'R;.�gN worAs will be interpreteA as plurrl wllprp nF'P � � �'Able (or data , sam I �•s wher•• Pain[.rd F'inish - Any W�stern Pine , Ih�uglis F' ir er NhILe Fir Prodnc �_s m� all ronf sur(aces aud A��rY surCac�ti . of Airect sunlighl and at a tempNra[ure of noC less Lhan 4U ( �1 • OUA" 1 , AS7M A525 , Jesi nation G�+O MoL d � p approprietn . detnil.,�.I p?rfnrm�ur� ➢, ip galv:anized � contexf. of contracC docwoents . spe�cies RradoA undnr HWPS rules as �: Selert nr , for idal�o Generxl � degrees F . for primrrs , adhesives , and finishas . mill phosphatiz.ed . comparisnns and evalu�l. ion , t. esting lih��rnf.orv reports �i�rre While Pine , as (:heic� . 7'rim will be mi11Ad to ar.�hitncLnrnl applicable . coordina[ ion in(ormatiou (nr ef (ect uu nl. har Yesting l,aAOratory - An indeppuden( pp( { � �/ p����Pp�� � nf �hC S1lPf1 ( ICd[ IOOS . �15P rrim lS 5 � �1� jpf�1PS � fpti1 �14! 15 ? � ��1 �PYf IOd1Cd�Fld � lOS�d� � �)iOLFtC( SOfI COIlCSP oC tVpe ��Environtm�ntnl �.UII(� ) [ {Op5 ' I����1 � 1fd�. 10p S�l.l � � �h' flNl�p j ❑ WO�k .11ld L1111P Ff�I4f�UIP � f05( Itl(ufT1Al1 ��11 f�I' �)�OrORP•� �h�nP.�` 1��JifTfS•A � OV5•T Cnm �p[ ed-dll��-C11C2d d311i F�dhClCdCp S�Y3ei IpF�T � NIL�1 ( �T - PfO�CCf (O �f'(sVj.dP j1K(1Pf1� jUO5 � (.P5� 5 � ItlIPCCYPC•l[ IO��F � lOC�1C5 . (� pprooCinp, �I'Pdt.MP�I�. . ap1�11P11� «`IIIPC�21�LIiPS A�1(�YC 41) {�p6rTQp5 F' . and rising , w� � � Of� SW310.4 � SO �IjCT MI [ft [}'�1P OTdFT � r011lt'l�'COC � S PntIPTd � t'rfl'. 1 ( Ifl( tnp p( recommvndp�� SO �dP� dOd ( � U% fOC011�llnp�jptl �1V Ifkl��ll(dC[U(P� C%CP C SPAL rzports 8t1l� simiLar SPTV1fp5 . SIIbSL1CUC1��(1 � qllt{ similar II1� Uf¶Id� 1011 �YY111:IIIA � O "Fni S�OC�C IM� � (� lpp fOT [ ransparent [ 11115�1 gYTdPa r�nJer �.OIII� �}� Ml ��l V"1111PFi00f111R IRI�Prld15 IIIAl1U�dC�tl(PC � S �jp(CO].FlII � C �Pdp � d�l(� �R StIL(�lfPS . b mlfll1I4N1 fl111��1P11�. F circ!unstance . Wood MolAing and Millwvrk Produrers InAustrV 5[andard NM4 , recomnPnAa[ ions for mecJmd of support. or atLachmen[ of tempernturP uf a0 dnRr••es F . shatl Fm maintainAd f�r at aluminiun se:mmms with Ppoxv meLal s�am rement. and , where provi.de N-t;rnde . pro[ertion mat.�rials . least 24 hours alter [ he inst.allation o( section th?reoC . required for strengch � rive[ sPams end �oint.s . SGandards and RAgulatfnns : Dclivcry , $[orn�n ,t��� HandlinK : P �dS�. �C MO � dP(1 IIII. � � MOik - 61Z.P dlla CrIC [P�II .lS 1�1(� iCd[P�i � >YCOOMliIAtlo� - (+�fff�IllV COoi'(� IOA�.P WOY�( ML[�! O� {1V[ ( CTdPS r08� �)aCk-S1dE Of faM1ricaled S��PP� 111p[d � Wj [h Lfj-mlj Sqj � 11(' CPOPtd � - RP_C81VC � FfnLP anA handlP �+}'f�UCCS � flldlnYtd �6 d�1� Indnstry StandarJs - Referenced sUndards of constrnrt high densiLy polyurpthnne . t4inufer[urv�d 6v f ��{,on . Inc , of SecUon 0/2W Insulati�m : ion ?qnipment in a mannrr ��hich aill pravi+ut I �+sx , det��ri �x9livn as mentionad aboce in rFlAla,J G�ark ln �sct�re complrte (rrn bilumiunus rnntin , FS 'I-P-C-Inr, inAusiry hxvo same for<�� Sttvirls[own , PA . ��r anl . Warrnut .., P. � or ti51'(f- IS� inl 17 , uhi•rr and Pffa�r rrn� p�rfornemec �,F the, and damag� . Sch�dule d� lii•�rins t �� minimiaP lony- t.�rm ^9 1 hv m.vw(nrl �n'rr (��r installations . Cap fL�shin{! .��xl caulkin� shall b� installaA n•qnimd to srpnrnl � m�� nls ( rom �•n v�'nFlvr 5��h51re1 �.5 N{�T�t A[ 1 ( fOF)L9t� l� llCf�. � y jp[ �� Cnllfl'rlC( ��Op(y�qap� 5 � ( b01111�� (( dl (O PC� S1LP . N% �P� IOI' UFP 111 �IOCl2.O�I�d � dFlr � lf.�( 10115 . 05 SU00 el5 pnssible ditPC I.�IP installa[ ion O( ulp exCefim� ine' luding cementitinns Ilklf.PC�d � S � NOtlt� qC O��IPC absort�rnt slora P p j and pubiished therevith . Cnmpl �• with stxndards in e{ ( �� as ' �Subnit manu(ac[nrer ' s detailed product in(urniaticn anA C«n>ral : insulaLion/ Einish sys[em . materials ; or pmvide other perminen[ sapara[ ion . of Aate of con[rac[ documen[s , uNess othenrise indicated . Narranties detail drawing of t.rim pieces for Arehl[ect ' s :�ppmvat . ( l;twran[eesl : Ca[egoriPS of N�n'An�. ies req��ireJ fnr Hi� vork i.nr ���ele - l ) ProviAe for U�erm.a � r�xpansimi o( rnnniup shee[ m�(al aork � Ab6reviat. ions - Wh�re d�IhCPV1clC10115 OC dCMtl $CIi4'( ill'd � Mnn�{ (:p �lMpS 6 Nre�'kets - Don � PS ��ll" i HF. : +�'I'hermal - Provide L�IICkOPRS�?5 f�( ItlSn � dllUtl d5 tllt� lt'AfPI� b4 OVPY13(15 OI P%�1Tp51011 �011lCS 111 f.aA�iCa[ed bbCk . WhC n )'1115 .iYP ��C�+A Il� S�1Pfld � F1fOJCff tilfl'd�V. V t5511Pf� hy CUIIL �ACI.UI' dlll� � W�IP[P R Md� f�ft8 � fi : � _ COIt�Cdf[ �jpf.l{m@p[5 � ��lpy �IIP.dII [�jQ WP_ � � [pCpR�� jyp� ��qmp nf required � fDilll[PiS ��p('(� b1+ ( p5�d � �PT [lC ���_�IPT fPQOPtIlJ.O({ S[n�crura ! $�IfP� Sp�)tlll� mwnu(act:urPr ' s dn[ a1 �Pd �!t'[�l�lll' �I OL � uh.+re �10� IIldlCdtP.l1 � }1i0\' ll�P CU01�)2Ra� tOi1 0! k -value ami +`primer/AAhesive Sflll � hE II1(IpUf3C�pTP[ � 5 TC-(tl� %p(� requireA (�Oi WA[pC- (. 1 �l� cons[nrction COV enGi [y tn Auilding cons� ruc [ ion inJ��s[r infnrmation anA deYailed drawin s o( rolumn , ca � B , F i�e hookeA y ; rrf?r entitv involved in perf�+rninnce of [h� ��ork ; 2 ) p� R- p , and Gnse [hickness as required [n yirtd the "R" �•alue indiealed . ' p mpatiAle vilh hnth rxtarinr K formula[ inn us � n . alemsnts ��o fleu es Cil1eA vi [h polvisobu[ylwie mns[ ic (or I" rmbeJment ` `� '. ' Pd oF flan >s . S i .1 �mcertaint. i�s t� Architect /l:uqineer hefnre pruvey.di for Archi [PCt ' s approvxl . gypsiun sheat.hinR aud �,xterior plyvood shenthing . P, P� ce oints al intervils a( nM. nmre [hTn 50" �g > or Froduc [ varrnntv issueA by T m.vwfacrur�r !.r faArical.or . (nr *Firr and Insurance Ratinqs - Prnvide insuln[ ions compl}• inB fnr sleel . Conceal expnnsion provisione vtrere ossibl �� . consolr ^F.ucyclopedia uf Associxlions" by liale Kesearch Co . rnmpliu�co vith ro�uiremen[c in cont. rar� documents , and 9 ) F F'ast.nners Tnd Mchorages - Provide PdlIS , screws anA othar with goveruinR re�ila[ ions fnr applications iudica[ed . i<RrinEor.• ing FaAric shall be bai ��nrrd open vPavP glxss ( iL� r Coincid�n[a ] producC varrantv a��ailaGle �n a proAu��t incorporrteA into I.he uork , hy virtu� nf mannfaclurer ' s a���-ltorinP Aevices uE rvpe , size , raa[�rinl anJ finish !"abric mnde ( rom txis[ eA ,mil � i -��nd strands speri ( icativ lns [alletion Requirrments : suitahle for inlPndvd use and requir�d I .. pr�eiA? s.�curn [.reatnd for compatibili[ y vith uthar svslem maCrrials . 'OAnchor work in pli<re witli nonc�,rrosicr fnsron�•rs , �/ Section 01605 Producls aM1 S��0.SI. it.uLions : publication of uarrenLV viLhuut n,garA for applicalio�� requiremPn[s ( noo-sperified ) . Nnfer ��� se�ti.nns nt Uivisinu attachment. , concealed vhera possihl= , Nol. dip palv:mi.ze +'�Fire HazarJ t:ontrvl - Uo not Arliver plastic iusnln[ ions Lo adhesives , sn[ Lin co / / g mpounds . tapas .�ud ��Ihrr ma[erials and �L/ . fas[eners Cor w�ork f�%�1p5P[I ezCerior au�l high IntmiAitias In pmjPr[ sire prior [o ti.me i,f ins[allarimi : pro[�•rt zKai.nst. ��pi.nith Ma1erl.nl shall be manuFaclur�,r ' s fai�torV pr�pared devrcPS as recnnmiended by manufarr � u ,•i „f ..-�,h mar �,riTl nr 2 [hrough I6 for reqairements of speciCied w�arranti�s . � � Procedural Reqiiiremenls : comply wi[h A6TM A15} . ignition at all [im�s . Conceal x�ith o� her w�ork as inAicated finish maGeriaL ( Submi[ Manufa�• Lnr�r ' s slandard colurs and system . Pr��vidv Cor t.hernal e>:�oi �s � � •ii :�i ��I b� � : i � l ; n., WarrTnty Oblip,alions - Restore or r••movn -anA-rcp � a<�� immadi �[e1V npon installatl�n . Ao not. allow� plastic tex� uras l�+� A�chl [ect ' S selaction . l movemenfs . Comply wit.h re��o�� u� l. � r ! , �r - � I "n . , � i ; � .., � , , , ., � [ nstall finish carpeut}• vork pinmb , level , f.rne and sLraight insulatitnns to remain exposed . ShPet Mvtal awrmal " bv SMn' -.tiA . warranted w�ork Lo ils origirwllv sp«rifi ��d conditimi , at �`QOpt'9 � Limi �aGions - MRiera SS / h �P � M'll �l t10 distort. iont . SMim RS rPquired U5111� Cp11fP81f�d '�OIfIPT Ihl�RflA � ti S�1T � 1 bP OI1 � V TS Sr"ClflC] � � V {pCtMY11FpAPd /� P^� providn ••ntir� such time during w•nrranty ax it Aooc not romply witli m- �'+Se� I movin 'oin[s in mr� .:+ l �. � -� � � • � . required quan[ iLy of each Rnnenr produc[ � maf��rial er fulfill terms or varrant �. Restorn or ram�n��-and- r�� shims . Scn�a nnd cu[ Finish carpPn[ ry il.ems to fit Ma[erials : ` equiFment frwn a sinq)e y � � �fP , bv manut:icturnr . Nn additivFS , s�Kh as rapiA At�1AfY5 nr 6 J � . . , i . . i ; . . � .. , i .��, ; , SPE��FIVATIONS `�"�r��• ; ,���,� . ��h�•ra not sihl� eo o[her �ork whirh has twen Aamiaed by feilnm o( x�.v�r;int.•d ��J^ � ning vork . Anetu+r finish rarp.�nirv +:ork xP.urely lo •�ExtrudPd P� lvstyrene eoard Insulation - RiRIA ctosPd-cell accelerntors shalf bv added �.o maLerial mir.[ure . cumplvinK FS SS -T-00227 , -��o? -:u , r �. ,• � � �, �, ; do so , match se ara[e r r� suppor[s and suAStrates , usinR roncealAd fastaners anJ Lliud extnided expanded polyst.yrenP cortrylying uith FS Iltl- I - 524 � p prn�uremenls as � loselv as issil�le , wnrk . Excep� as olhenaise inAiratn�{ �r required bv ��Clean me[a n PmviAe w tiAle � � nniling uhere possi6le . Type I.V , 20 psi compressive strength , aged k-�alue of 0 . 7.0 , Products /Mnnufac [urer ' s : Prnvjdo nne of Lhe Eollowi.n{� - 1 surCac s of solAerin flus and oL6„ r sul,s � ;u,� � :..: � Frodncts , material Tnd � ui .menf. . Whe�e P.'� g re ulalinns , ver�aulies �M not cover conse urnt. ial �, �vernin g � whish coulJ cause corrosion . avaflobte anA rnmplyinF vi[h reqniremrnt.s , provide slnndard pes to ro � riv utl�er than wnrk �( lhv Contr�ct , ( � . StTUding and RunninF Trim - fnstall vit.h mini.muni munAer of 1 . 1 perm- inch max . vapor rati.nK , 0 . 3� max . M�a[er absorpCion. � a �{nOrn RyslNms Aama , P P^ g , - .I^ ints �oss ; ni � , iisin f� ill - I n tli iF.rr, R-N� II Extnrior 1nsula[ inn anA Finish SysGrm 6}. "p°�"f��"����'� - WeCer- tigi�t /wvarh�•r ,r. ,. � r � i � , .�n�r�m . ,. , . ( pro< ucts vhich have been nsed pr�.viouel4 inrl SIMCVSSf �11IY' If1 Guilding rmifeii[sl . R " P• p S (ri�m masirm�m ( ft- l9 For orawl sparn pr�' im.:•L��r vallsl . _ 1 f � similar applica[ ious , �nd w�hlvti are r�cam�Pn�led bt• length oF lum6rr available . Cope aL rAtunis , miter at ISI'O- VSA , Inc . flashing and shee[ mnCal vork is r��� �ui ., , nI manuCec[urers for applica[. ions indicated . cnrners [o produce tight fittinR joiu[s . Use scarf joiuts �'�Mineral FiAer Blank�tl /Ratt insulation - ]nor �nic + DRN BY J�I I Reinstatemen[ cf Warran[y - Upor� rPCtorT( ion or g' - [�ryvit SysCem , Inc . , F'e5l NTrvi�k , Rhod= Is1anJ �ATE 5���9� for end-[a-end join[s . notushe�[os fihers Eornwd wi �h Ginders ino[ resitiPnl - g'LO F:xtcriur Insul�[ irni Sys[ems 6Y Si0 Indusl. r ' � remova -and- replaccm�ent of warranted krork whiah has hl �nkPts or baus rnmplying wil. h IM- I - 521 , k - valun of O . Z7 , . . • . � , ...�� ii . . ,.,: , � ,,, �. . , � . ,.., ,� � . .. . ;,��� ��:SrL faileA � reinslnt.n �he �.mrra�rt.Y by issuing newly Inc . , RuLland , Vi. Producl SelecCion Limitations : semi - rigid type whrre rvqoired for selF suppor[ . ( R- l9 �xecu[ed C �rni , for al least the rPmaining period M ualls , rrawl spacP Cloors ; R- 38 for ��ailings ) . F�� K ��� time of the nrigi.nal warranty , bu[ for no[ less [t��n Seetion 07160 Biti�ina�s Iq�proofi�: OF CO` , g shall t� per(ormed in clean containers �.•I� i�•li h,� �. ` r ha1C of Uie origi.nal warranty period . never 6een nsrd oT cleatred with a pe[ rol�•wn prndurf . ' . . . . . . . . . . . . , . -. � .`{� O� ) P ,�! � ro ui' C Splerl. ions - Com ly p� ith tho (olln�� inP (or r,.. lPCl. ion "Fiper F�aoe Uni [s - ProviAe ono fare inrinding inCegrFl � JAMES ' of products , materials and eyuiFments : Job ronditions : nailinR flanRes wiLh 0 . 5 perm rat.eA papnr facing ; oLher face Stir Primer/Adhasive brfore aAAing Por[ land Cemen[ [o assurF• � NOR tMier ' s Reroursa - Wnrran[ ies end warrant.v periods dn nn[ 1 . PREFANRICATFD SKYLCGHT UNI1'S : Provi�ie w�its of sir� � diminish implied varcant. ies , Tnd do not APprive fh�nrr of ( i ( any ) mmimum S . 0 perm rated ' ho��genenus ma[erial . wnA shapr. s i�nHcaCed , thicknesses complying w� irh AAHA 4 ac[ inns , righ[s , and remeAies o[herwi.se avaitahle fur �`Substre[e - ProcPOd e�ith daa�pproofing work seclion rnilV Aull ��tin 1601 . 1 ; �,•i [h Pxtn�Aed al�nninum lazin Crames a � . 71+u nr more producfs ru�mrA - SNIeRion From nvned r:ontractur ' s failure Lo (ulfill rer�n �rrrtwnCs of tlie contrar[ Follow manufac[urer ' s recommendations fbr alI yrepara[ions . k g .� proAucts is Contractnr ' s o Lion , rfter substrate cons[ n�c[ inn and penetrat. ing �.•ork have bPen Ins[atlation: eurA frames , 0.062" mini�mun [hickness , standarA mann ( ,� • � , . /� p proa�ideA seleclion docwnents . (hrner reserves righ[. lo roj?c [ coinciden[al conryle[ed . �6upport Auilding Insulation nnits b�� m«�chanirnl (astonPrs � ,��� �„ �p,� r � „ � s ,{ . � compties wilh requiremPnec . ^Ur F.qual° rlausP - produi� [ wnrranties rnnsidered to be von[ lic[ ing vitl� or Tnsp��-tinn ��f �absrrntP nnd in- t ,� 11 �•,i �.:,.rk. �f o� h.:�r ' rad..s i . h , ertrnd . .il � �min� �m r �,� �nn. rlia �! ; , .� G PruviAe named . . . �;HeaCt�er - Proceed uit.h dem{+proafing F�ork m� lY vhrn exist ; . _,. � . .., .. :. � , - � . , .-., i . . .,....,� . �. .. . . .. � , . ,... . , . . . . . proAu< [ which ro lies wi. l.h rn, nir�„ - u[ ra< L duc�unenfs . . . . . . . . . . ^7' � detrac[ ing from requiremPnts of the ro � . . . . . . . . . . . . � _ . , . , . . . � , - i . • �� � � . . . . . . . . . . . . � " �� � menLS , ur complV vith requirPmrn[s tor gaimny, end forecas[ed weather ronr.11tinns •.: il ( p. rmtt wurk [�� t �. . . . . . . . . � ' . . . ' � � � � yS+Ep p.RCt . �� �. ,� apprrn•al nn "s�ibstiln[ � nn" tu srl ���� l. and us�, ;�n perfornied in accnrJ.�nre. x� ith manafa��t rt��•i �: � ..,. ,nnm�nda � . � � IJ ::JF'1'q(7ii B91 ApC}NENpI�E (7iOlp JOB NO. = 94�115 FILENAME = HR-SPEC SHEET Q � O � fl r-� rTr r� � ; . . . . . . • . • . � . : _ � . . . . . . . _ �F � � � . . �, ��L � S • - � �1 y � y' � �. � ' : 7� ' • .. � _ .�_ � �� . :a � �� .. . I',_ . ' . . u . . 'f � . •_ _ fir � ;� . } i���+'� �r ' i" rY` � ' �� � 1 " . 4; '7i � ��r'• li � �� �� `i _ yl� ��L� i I. ' , }r �� rs . . i �. ,� , � � ' � � i � , . ,= T ` � 1,: _ , �: �4., i�i-� � oisvz u,� ,� ,,,u n,,,reh r�r�, ; RCHIV NTURE G OU MJTQIIM9UN itF:StUF71CF: r.�� tr inp. nu�l Pnl �.�hin;, : leos � an � iu��� n , r i � •, ! � - p�.rfnrvcri � . �,f 3 . r nl � ��.. i . . r r'.li.� ll a6id . • hc iho r -�nstr � iri ; �.n PF; i ..�.l � h . D EE N V ERR P �� ( � � iig i �. m ih.. Miu � l n: ' qnrs ' hullnlue. , rur .: . and d� MAY 1991 scriptive da[a , i . Prior to srartinp con5tn�c[ ion , U�� Cont_rac [or sl�nll A �E59;Yd4L Cp�H47KW Fpq Aqp{iEC7U� the work . pr:,vi I�.d tLnL au� snrh � In � m . d:�n.m,.. � Ioss o� F'.•pnlat i � •..�s nl ' Ir� SnbAivisi ,m i ( :mr . vhr� r� � �� er i.n••n[ . clearly indica[ iug We precise i[em5 Pstnblish bench marks on thr si [e as nocrGSary . Tt�e bPnch I529 AAGRKET STREET. SUI7E ZBO �f n�c [ ural Work : l�n not cnt-and -paLCh s [ ructutal wnrk in a � expense ! I1 is xcrributable to bodi R• injnry , sickness � in�' I � eir,d in �his ins[altation and deleting, or o[berwise m:�rks shall be revlev�d on sile wlLh Archi[ecC [o verif �N'/�N. GUI-C]qA00 80702 nM�u�nr resnU. ing jn n mductinn n( � ��,�d-rarr}'ing capacitti oI Aisease or daath , or Co injury [n �r Aestn�rrinn of tangible clearlv indienlinQ , all manufactm�ers ' data wieh wl� ich this CO�ILOTmdllfp vi � Y 303 - e INSTRIKTI(N75 7'O i11F. BIDI1►32S load /deEle�� Lion ral. io . Snbmit ro osal aud re vesL and Fmpert_y ( ntlier [han rhe wnrk if.s� lf includin , 1h� loss ot OIIIR6 �plicable Clf11F1 �1M1 inn N� th qie cner� l Acsi ,n conce [ . 9J - SBIS B ' P p P F q P q���ationc: ins [all [ ion js nn[ ronrern�d . n6tain ArchiCn�t ' s / Enginenr ' s npproval be( ore proceedi.ng ��sr rPSnitinF t.hvr�tr��in , end ( 7J is ca�isaJ in vhole or in 2 . The dat�un used to establish vlevation shall � Arehiteeture Bidding is by invitation nnly [o Cpn[ractors a�ho have wiYh cu[ -and -patr.h of stnictural Mrork . pert be anv uegligPnt act o( omissinu oE [he Con[ractor , any 2C . Such �thar da[a as reqvi.red in per[ inen[ o[her Sectinns su[ficieutl � disLan[ � 1 . 17ie Crn�tract.or st� ll mainCain i.n � od s[andin all Y ( r� m 6h� property so as not [o Le been prequTlifi.ed Ay fhe GenrTAl Cont.ractor . Subcon[ rnctor , anvone directly nr indirertiv employeA bv a�ry P. ' g o[ these S��eciFications . a(fec [eA bY cnnx[rixtion �F�rar ; �,u . Interiors or anvunne (�r whose acts any o( thrm mTV be liable , insurancP nr�-rssarv fnr pro[ei-tinn nf [hr proj�ct , OperationaUSafrty limital. ions : Uo not cu[-and-patch constrncfi��n rocesc , consl.ruc[ ion workers and r ( 1 otl�ers Docimien[s : regnrAlass of wiieLhHr or rwL i [ is caused in part by a par[y P 2H. Ihe Cuntrac [or shall Frovide a tis[ of subcon[racGOr 3 . t:st.nLlislunrnl o( huildin� coni�rs , Mnch marF.s end Plannin opera[ ional rl�menTS anA safe[y components in a manner iudemuific•J herennder . Such obli,e,ation shall not be invulveA wi[h Lhe consf.n�c [ ion . g wmpanies anA individu:+ ls [o ront. acY vith addresses end subsequPn�. chncks slmll be donn 6y a licensed surveryor . resu [ tng in decreased perfnrmance , slwrtened useful life , censtmeA to uegaCe , a�ridge , or ochex�.rise reduce a�y o[her phone monbor . In additinn [o the Drawings and Technical sprcifica[ ions nr increased maintenance . Suhmi [ proposals anA requas[ 5 and Development �iR��t of �bligafion of inda�mnit_v ehirh u�ould othan+isP exis[ � � '��P �'��ntraetnr shall conForm � o all consLruction 4 . Refnrance [o c 'v ' conGai.ned herein , [he following dociunents are herehy oLtain Archite�- CS ' s ! En inerr ' s a � rovals Ae(oro � il and s[rucfural sh[ . Fot act�at site K tF pmceedting as to :u�y party of pc•rson Aese�ribed in �his f'aragrTph , rPg�ilaCions epplicubtr to IhP site including Aut nnt IimileA 3 . 'fhe Contrartor shall tlo.�ro�. iPli � c ( risprr [ [he si[e anA elevaLimi vs . Architerrur� l rlevations and veriFV . incorpora[ed as part of the reqi.iiremen[s for biAding nnd with cut-and-patchs . Lo vork.•rs cnmpensatiun regnlatlnns , OSHp r�.F„ i � aiions � a�A Lhe existing rrriditions . constn�cf. ion of the pro;ect : 7 . [n a�rv and al ! rlaims aRaiusL the fNner ur the lncal huildiny, departmen[ reRulat. ions . Visual /QualilV Limila� ions : Do noL rul-and-palch �.�ork Archilec[ or anv of t.h�ir aE:•'n[s nr employens Dv any O1G(� Pmt..x[ ion ot Mork: Instructions to Nidders : AIp Docwnen[ A701 , 1978 Edi [ ion , ezposed i.n view ( art. erior and in[erior ) in a ma�mer emptoyee of thr Contractor , mrv suG��rn�crict�r , any�ne � I5 � 3 r���,. �a� : HUTCHINSON wi[h the following paragraphs modi ( ied : resulLing in not_ iceable reduct. ion oC vis�wl qualities and Airectiv nr indirecLly empinyed hv uiv of [hem or anyone Cor O1230 .bb Sita A�inistration: similar qiwliti �5 , �s jud{;ecl Lv Archil.�ct / Engineor . whose act.s any of them maV be liablr. , Lhe indemnif ica[ ion I . b;� �rh i �� �, I ,,,� �. ilr✓ i = ,.,. J . j � , ini� � �-'�: �� � ,.f:�n.�p., R (1'1 A�Lic(. le 3 : RiddinP do<•�unants pacap,rapft 3 . 1 . 1 : The obli �;alion �.mA�•r this Paragraph stiall n�rt h? limitrd in any 1 . M7ien r«quired ( � : pr. ,p � i �i�: r :� ' i :� � i , •n ,. r . � „� .., � r i . . � . . 1 I�VIDEN�j doposit sum rn.�i�irad for [MCUments shall be $1. 5 . 00 er set �,�ay F any limilat i� � 'ri "( t . ' .+ u;= .,� i � ,ns earri �J �n i� shali h.. � P V n on thP ammuul nr I. V c nf dama ns , 1 . P.Fr„ rl ❑r:a. iiK.. : in n ,- ,r,.iue-�. n � r„ i . �. r' r. .•P• . . 1,jacn.��. to p . p �- iih U�.. r.,.� mNnts any orLion of the N�,rk , CunLrartur sliall furnish and cov�•rPA r. � tl� �deyuale pruLection . AI1 fnims oC pr�� ..,.- i ; ,:,i� ( reFundablel . com >ensa� iou a( ba���.fits � C . 01030 Fictd F���;inrrriny,: � p. Vehi � hy or for U�o (]on[ractor or �t the Geuo� al f.uuJ � tions � Cha. ArrliiLec� will proviAe [he - inslall , operale and maintain LemperarV hea[ ing uni [s . (�en shall 6e a�uslnic[ ed in 'sucti a mTnuer t.haL on conmi �� � i ��� i . any SuLronrractor under work�•r ' c of vorkmen ' s compensation Contract.or 4i� h a se[ nf rnproducihle dravings of Che salamanders shall not be operated where smoke will damage [ho Hnti.re e�ill he delivered in u 1 nLlemished cnndi.li.�•n . LOt 1 4th Filing /1[LlC � P [� : $l•q1. 10❑ l� . � R � �1 $E.(;�iKj]'y' � (�1C PIICII'P aCLS � �� ISd�i1 � 1tV �e11ef1C dCLS n( pY�1Pt �p1(� �O}'AB b�•p�•( IC OfiYlfld � AICItI111R AOqNICpLS :IS 1"F(��I1CPfI 311t� .lC COIICYdCLn[ � 5 Finisfied Wurk M' 111�Cf�/•LP A' IC�I satistacturc ins [allation O[ ` ' �1/ / tiPCtiatl . �. IS . P%vq115P � Ts fullnvr. Einishes . 1 . . NiV �.�nrk inrludLiR but nn[ Iimif.uA to w�hirlpr I �� I �1 . V �II V �II�� I . P � .� nnia! iuu ln (nrmaLion : IhlYIILlIbS • dOpCS , winAoes , finar , 1ile , pLUnLing f� xi u'rs , o�. 3 . 'fhe oblig�il. ions of thn eon[ ras[�r �wd=r this ParagrTph IA . If tt¢, (7nd. ractor rlects to vary from Hie (:on[ract 2 . Wluen haelJng and vantilnfin svs[Pms r ' Art. icle b . 3 : SuGmission oF Bids : Coprdinated 6y iA , A pr� l {niinarv aoils incasCi a [ ion r�+ fl��-ument_s , auA s��cnr�+c pri ��r appr��val nf � ha ArchiLect fur R , Tr � ns[aI1M nntl hral. ing Plem.ants wiiich are dv�:igPA , bl �mished bent � • r g p��rt hTS been shall nut exleud Ln t.he liaGililY of lh� Ar��hiter.t , I� is opnrabla , Con[ rr�Cnr stwll arranKe for tem ornrv o nrnt ' i scrnt � o Swmiil. H�bi [:�ts , Inc . Phone 3Q3-9l�0- ll44 [o Aet up pr�par�•d for Uv, site of Ihis wnrk b� I�he Soils F.�z . ine?r as a am• I��s��• of th., � P P . . icn oE �hed r in any mnnner deemPd tn r�•flN��t a us�=:I E. R"nts of Nm � lnvers , arisiu, �mt nF �:nrM othrr tl�an fhnsa list.eA A�, low , be tha heatin n ,eratiou . Hefnre couAitiou shall Lr. rr lac,•• R sysCF�m , paS � ��E a � � c^s[s ef VAIL appnint.menG . 1 C ( 1 ) the pr�paral ion af P � p . t nt th�. � �. �nt � „ � � ' , .y, �...,;�,,.. , l cnntrac [ed bV owner . approval oC maF�s , dravings , opinim�s , r��purts , surveys , � s6�� 11 rProrA in d IIP�[ �'PIIJAIIIp minnPr nll SOCM1 earianr.es on the daCe of Substantiat cnmpletinn , ail registers , difFusers � R /� � rl4inge oMers . d?signs of dirn�iions nr f7 ) tho g� ving of er Lh�, r�producibl ? drawings F•in� ish?d ' auJ fill.ers stiall Ao rleann� vr ruplaced . �O�OI If'1LfO Article S . l : l�ening of BiAs : Rids will be opened IR . The sniis i.nves[ igation report may 6n inspvrted at [he � �1f' �� � � �«" � �� �' ��'P dirrc � ians n[ inst.ruc [ inns by Uie p�ivatelY at Che convenience nf Lhn fh,T�ei . OIfi95 Cl�ani�p qirinp (k�n.qlnMtion: nfficP �+C 1hn Arcl� i � �� [ , and cnpi.es may },n obLainPd at [hF Ari�hitec [ , his agPnrs nr v��• lo�,ras providod vich giving uC 1N . F��r p � wnGing , h�ntiuR , vrnlilal. ing and air condi[ im�ing 3 . Tempnrary Closures : Contractor 514� 11 ervr [ tem nrarv elect. rical , and fir� pmtccti�in Wnrk , R�cord flrTVin s shal ] � ru5t oF reproduc [ i ��u and haudling upon r�qires [ accompanieJ ( �� ilnre [o givr is f.he prim.irv cnase of Lhe injury o� B closures ov�r openiny,s r:hen wva� h�r rondirinns rend�r sur.h Article 7 : Ronds : At discretion nf (h.mer . d�mng> . M1e maintalned bv the �'�nrtrnrtnr as the Nork pr��gresses and aclion nrcvssnry for prop�r insralla[ lnn oC nn � bp full pa}�nent aud addr�ssed to Lhe Ard� ilect . y por[ ion of 1 . Con[ro1 a��cnmula[ ion of ti�asLe mat.erials and ruhbish on as futl �ws : the Hork . the constnmti�u sif.r . [lispnse n( a ] l Lrash as required 6y - Gener� l Condj [ ions for the Contrac [ (nr Cortstrnrtinn : h1A IC . Thfc r.•p� �rl. ka: obt.ain�d ��nlv Inr t.he cnrnnr ' s ut�• in ' loral auLhoritias on a regular �M515 . - DociimenC A201 1976 F.diti.on in its en[ irety withnut 01059 Ruyalt. ins and Patents: 1Pf1 . 1 AIl devintions from sizes , I�caYions and Erom all 38 . TF�e L�mp<�rary clnsures shall Aa suAstanfial to detiipn aud is not a p�rl� o( I.h.., f:onl r.�c � DocumPnts . The other F�alnr�s o( insraltatinns shovn in t.he Con[rart v: iilistand nnrmal v�al.her rnndit. imis at thn sit � . 2 . Clean interior ar�as rinr Cn t N modifica[ ion shatl apply [o constnicCion nf ttiis pro,ject . r��pnrt. is avai ] abie tor bidder ' s iu ( ormetion , but is not a - p .h . s�_,irt of tl�e finish Ilorum�nl5 zh.all bP rerordeA . wo�k . Maintain vork ar�as fr�� frnm dust anA ol.her . � rranLV nf snbserface rondiCimis . l . 17�e r:ontractor shatl iv nll royalties nnd lirense Bi.d Form Pr�paration : . p. ��+i�taminants duHng thv finishing opent i �ms . (ees . He siufi defenA all s��its or cleims C�r inCringemen[ � R( 2 . 1 In aJdition i [ shall he possiGle , usinp, these OISIS T�aporary Na�er: . ��f �mp patant. righl.s and shnll sav� [h� nvner Md[111In55 (rnm dr�w�ings . [e rnrrecrly and easily Inca[= , ideutify and 9 . F'reveul. an Bidders are requireA to use Lhe Proposal Form Aound h�° r- � �; . y trash , dehris or n�nn �.tn from moving to IU . BidJers sl�ould visil t.he siLe and ar.�u� in[ themswlves loc� ot acco�ml� [fi�rrof . ��r�.pt 1hat. rli+� (Tanrr shall hn ' es[�Alish si -.rs n( alI pipinP, . dirrtetin�tc and the lik�• , as Tt�ese forms shall remain at[achPd [o [.hese documents Pn� � h , . i � , W oth�r puAtir or private pmperte xJjacvnt. to Yhe �- � h all exi5ting ronditiuns . Prinr [o tridding , bidder5 may r�•sponsiLl � (or all snch Inss i:hen a part: icuL�r AesiRn , ' w•ell as all ocha• r fPat.ures �.0 wurt w�hich �:ill tw concralPd ater rrq,iired in �h� Prform.ince o t� Bidder is requireA to furnish Aase bid and a ] [ernat.« . unAer rounA and /or in the CinishPd buildin � P f fhe .untrac [ sha11 censl. ��ction siLe. m:ike Lheir ox�n subsurCace inartitipetions lo satisEv prncass ��( the product of ,� par[ ivnlar menuEaerurer or g R • br provided and paid for Ay the Con[rar�or . Wa[rr used for •� Submit pruject information fnr nr�uivalent items . A11 b1anM manu(act.nrers is s eeifivd , b�it if tli� Con[rector hns maFnn � ttiemselv•s a� lu sitP and subs� n� Face c.nnJi [ ions , hut all P h�unan consump[ ion shall rnuf<�rw to reqnirem.•nLS o( Slate and 4 . ThP Archilect mav re nire spaces shall be £ ill?d ir� , in ink . in both words and figures sach invrsLiKat_ inns shall he p�rConned onlv undrr [ i.me Co �relievP fJwl ihe d�si �;u , pmr..ss nr preAnct speci ( i=d is JA2 ( n . ) Locations n( nndergrounl vark shall be >scahlished 7 more st.ringent trash removal ��n rhe Cirsl projecC manual book i.n [he spries oF set local auLhoritivs for po[nbie vA[er . mredures , at no aAditienal ��nst to �hP nvrnPr , if t.hv schedul?s nnd arranp�mnnt � :ipprovPd in advance bv the an 6iCriugnmPn� ef a paCeut . h� shill C,e rPSponsiAle fnr by dimensim�s [c. c�olnmri lin�•s nf a�alls , focating all turns . � cnnstrucl. lou twromex misiphlle . edjacent preperl.y owners munhers issued . In addition , provide separa[e sheet shovin surh Inss unl ��ss hv promp[ !�• Ri ��es such intnrma[ ion tn Che '-'��� � . and LV properN ri�f�r••nu�d rentrrliue nr im•ert 2 , Cou[ractor stvilt (�rcnish and install all mains , complain , or archiCPCt.ural rev " v n R Ar�hitFCt. . i. .w m .m6���rs complain . breakdown of biA Ay Specificatinn Uivisions . Architec [ and (n.iu�.r in w�ritinR . e� le�a[ ions and r�� !�s nl fall . lat��rals , Grauch IinAS and ser.• icP pipinys and fitl. ings [n 1F. . Soils P.n� in��Nr w� it ( bn retained bc the (h:ner to oAserve � suppLy t.empomry ��arer in sufCicieut qnan[ i [y at requir�d ��?rformance oi' vork in �'onnertinn with ex��acaliuY . tren<-Nin� . lilling . Inckfilling anA {;radiuy, . `�Lk?� . !Y+�L�SLIn � . . � . ' • - � . . . . . - � , . . . . � , . _ . . :�� ' . � . ._ . � . . . ._ . Modifi<�a[ ions , Addenda , and Interprata[ ions : 1P. Adjust all w•ork perfonnpJ Lhat d,.ies no[ meeL t.nrhui ��.il Section OI010 (Lt[ inp, a�M P.ilchinp : lA2 ( b . l Por vork rovicealPd in LI�F• bn11Ai0�, � ':u(ficiPill. lnratiofl5 nC the building anA shail 1w�r rocts oF mnkin 1-he OV00 Proje�cl. OloseouL and Pi�l f:le� R Up or desip,u requirrments . bnt mnkr uo A�vi ;�tions IYnm Cn�p rni' [ infm�mari.on shall b� � iven so it cv� he I �+catod uiUi service connrc [ iuns at apprnv�d t ���-nt_ ions . TrmporarV Any seeming inconsistenries , or any matter seNming [o bod�nts wil6uot ,pecifir and wrilt�n approval nF [pA5011dDIP Tcruracy and ease . In s��mv rasns fhis may 6e Lv connac[ ionc anA pipirig shall he re�m+veJ and oy�ni.n �s �• Lnsed Ln addi [ ia� [e f_he requirem�nt.s o ( I.ho Ge.nrral Con� itio�is , 6 I'M71� 1fP F%�1 � dpA� lOp O[ IpCPC(A'G(.dt. lOp . IIIIISC h@ jpr�lljCP(� IIILO ACC�II �PC� . d3111CO510f1 . j !1 01 �12T5 IC INIV be Sut ( IC1 �'pt IO I � � U51. i�LB I �IP 0C Pfltj O( f �lk WOrk . 1 . $IIhSCOfiCl.l � CCIIIr �PL10�1- t1dCP p( °$U�MIiCCd � CON(1 �P( IOtI° by [ha 8idd�r a[ least t�H honr5 ( exclndinP SupA;iys ;�n,1 Lhr Conlrartor shall perFnrm all cuu� ing and pa� rhinp work on [he AraMings in rPlation I.o [h� spacec in t.h� of Che SLnic[urc is [he da[e when [he crnistrnclivn {s holidaVS ) FTior CO [he time 5eL fo[ �tle opening propnsal5 . Il: . 711F Cont. raclor shrtll nol ilv Lhr Iry;n.• re�nired Lo r��muve nnJ rzpl .ire Work uM. confurming lo rt��• building uear whl�ii it Was art�uallv insrnlled . I;wrtrn�• tnr r , Ar��Lit_r�ct ;md sufficienUy completed , in ncroMnnce with th� plans and Any anA all such in[erpre[ations of modiCications wi11 be in Soils F.nginAer as [o any deviaLions fr�m thN s�� ils reporL . reqnirements of Contrwet Uocwnent_s , rn unco.��r i11 - � imrd �y �ke a photographic record of �uncealeA or �tndergrrnmd O15i6 T r Toilets: Work Cor inspec[ inn , tn replace defective Nnrk , to make "�1O �Y sprcifications , as modified Av any chan{!e order , xo tha[ the the form of vritten Addenda . Al ] Ad(�PII(IT shall become art The Owner rrill then work ins�.•ad of Aimensioned drawinKS . Tlw phntngraphic work owier can oc�upy ar�d compleLely nse thr hnilding for [he F provide for Lhe Soils F,ngineer Lo make part� fit prnpPrle . �..t.r . must me?[ Ihe sari.sfa�• tfon nf Ar��hile��r . ArcFi.ce�•t ' s oC the Contrnet Lloeianents and shall Ae acknowteAKed and an inspAe [ ion . 6mc [ iuns for vhich it was inLendrd . Purt.hc!r , ir is [hP dated nn tlie Vrnposal Form . A11 rPqnes[s for inlocm,'�[ ion decisions s6a11 be Ci�� l . 1 . Tempurary chemical [uilet stru�� inrrs �„ i �.h nrinals shall d��_e �+hen Lhe bnilding ' s aesl:hr[ ic e( (rccs are fuliy in should be in w•ri [ ing or by Celephone to : 2 . TeSGing AgencV : be proviAed in numbers as re�nirnd bv Incal coder and plare ��il.h s<a( folds rrmoved and pr�mis�•d clenn.�A , nnA viti� 1 . The ConUac[or sh;� ll p��•rCorm all cu[ting and pat ��hing 11: . 7hn follow� ing rw�uiremencs apply l� all RecorJ localyd end mninlained in e <� IeTn and sanllary �onAition utili [ ies vid s�reires under [his contraa•t operational . 17�e in s[rict att��rdancr ui [h par[ iuvnl rPquir�nents nf � hes� Urawings : acceptable [o Icgafly constil.u[ed authortf. ies . Archi [ec[ will be the sole judge F<�r the I. imv o( cnmplelion . Siummit Habita [s , Inc . 11�e owner will retain and paV [he oxpnnsE�s oI a Tes[ inp, Specifica[ ians and , in thc rvenl nn such requir>menls are 'IhP "Occupancy PermiL" issued by U�e builAinR department Box 2755 AgpncV , axcepf as specified otheri+ise in [he SpeCifical. i.ons , de[ armined , in confmm�nc? vitl� tliP Arrhitect ' s G�rillPn IC( 1 . ) Th�v shnll Le maintained aC GhP Coutrecl_ur ' s vi1l he {ssued �, 2 . 'fhe Contrac[or shatl be recy�uxible for aIl ren[, I prio t.o "Substan[ i .� l Cn Irtion" . Avon � CoLorado as an indepeuAent testing agency to perCorm t}�e Lests :+.nd direc[ ion . expense . costs , delivery , service tosts and all uther costs 303-949- 1743 inspect. ions men[ioneJ in t.he Contrart Dnnunent.s or as associated wilh Lhe temporarv [ollet . 2 . [n additio1n [o the prnvision o( Article 4 . 15 of the o[henaise denmeA IIPCPSGBfY and apprapriafe . 2 . Prior tn rut [ ing. vhich ��rotecl.s strucf.�.ir� l saf �•tv . t.he 1C( 2 - 1 AII such drawiugs shall Av AnnP �srefnllp anJ OPTCIY GPnPfBl CU11AiCLOOS � the Foltewiug shali he required : Utility Wps , Fees and TaXes. Con[rac[ nr shall sut�mit +rritten request. to Ihe Architec [ for bv a compatant JraCtrnk�n anel infonn approved by ihe 3 . The Contractor shall review vith Lhe Architect 3 . TesGS : pPrmissinn to proceed vi[h cut [ ing . Architect . lacAmenf. o( thP t y y P emporar [oilet hefore deiiver or 2A . [trsides Lhe ^removal of wasCe materials" , Lhe Collowing A UCil. i [y 1'aps and use nr development (pP5 wi11 he [he shall Ac re j �. p relocatinn . i . Prior [o s rcially ord�reA cn[tin ,and alohin,v, ( d� in lo quired ust rior to acce tance responsi t iLy of che (h.�ner . Ail pecmiL fecs s� las taxes of 3A . 7'I�e ownPr will ay for � I ! tesls zn,l in•. ��, . F R C . ir.( �i . ) AdA � c � "nal drnvings sl�all n�� pr��vided as n -... � ,.,.:, i .: P F a � ious , ot.her � cl�nge nrdPr ) perEonnPJ pursuant. f.� 1hN Ar��hite��t ' s oLher fees rela[ed to Iha maf.vrial construc [ ion shall bv [tw [ han LhusP Ay Publii� Authnrit. iFS � called for n� - for clarificat. � on . tA( 1 . ) Hertn�ve siains , aash and polish giass inside �nd insl.ructions , suGmit cosf �•xlinx��.�> [o thF Archi [ec[ . SWCUre Ot518 Taip�rary Pire lholection; outside . "fhis uork sl�all Se done be persrnis skilleJ aud respmisibility of the ConCractor . Specificatinn Sectinns nr unless ether�� ise s ecifieJ . ihe i � I. hr epproval uf cost «,stiinar ..s and lvpe ,.0 covf 1C( 4 . ) Th.•y SIITII be kept up- to-datr dnrinR lhP ��ui i �-., equipped for such vork . �/J ConLractor shall . at. his PXPPIISP � be repiiid Gt• �hen�r . reimGursement brvfnce proc�eding wi [h cutting nnd palrhiuR. . Soils h'epor[ : ca�tse ol f.he WorY :md shall 6e availaGle nn re•pn., r f ., r %' ////� /"- furnist� s.impl ��s f ��� �i �.�h Lesfs nnd dniivur I.hrni � n Uv� • � G � examtiU[ ion by thF Archi [e� t anA . w•tu•n ne�� essnry , ' Contractor shall provide anA main[ain firn rvxtingnishers and 2A( 2 . 1 tt�move furei.gn malt.er . m�vks stai � � .� 'I'�sting AgencV When and whern direried bc Ihe ArchiGrcl . 4 . SiiLmit. wril-. [en nntice to U�P Ar�h � tect Jesignatiqe I. inie � ns , fcr . iyu p� int , estublish clear�nces (or oth�r pnrLS of Lh? Work . othes �quipmen[ necessary For ( irr protcrtion durinp fiunerprints , snil and dirt. from ( nnd h,ava on a po � ic�rv+d A copv of preiiminary Spjls Repor[ hy Foechlei ❑ Consulting Fhe Nork e�ill Hr uneavered , [o pr�.vide (or [he Ardiitect ' s constructiun . conJition +rhere applicable ) [I�e ( ollowinp ; EnRine�� rs is ❑vailahle for inspecfion at Uie G�n[rai� t.or ' s 3A . Ttie f.nnt. ractnr sl�all pap for all � nspP� [ ious , tPSt aud observation . lf.( 5 . ) The RecorA Ur.ivings ::hall be rci miFd t �.��. � h� � office . approvals �talled for in the Specificitirnis aliel.hel' nr uoL Archi [ec1 on �nmpter. inn nf tlie kork and ir� �:� d I ,•�:� i r . � iln • u . Paint , derornled �nd stained uork . cnuAuclPd by Yi.iblic AuYhorities , and shall furnish ;amples 5 . Tl�e �h+ner will rc.,imbursr th� �lontrartur lor cni.linK nnd apprpval of thr Archi + ..rt . O15tl9 T�wrary M.� luaures: M1. AIl harAwarF . ( ixbn�es anA inempora [ed �uipmen! . SP pa[chin,v, per(nrnred pnrsuaul to fhe chan�;a ordNr af � ��r rlaim ECIFICATIONS f�� r such [ests anA Aeti�•er [h�m [o [hp Tesl. ing Agency tiien AII fiuished surfaces end meGal . and where directed by Lhe Archi [ecL Eor such reim0urs?men[ is s�.�Gmitted b�• Li�r r.on� ractor . 7 , npvration t Hain[enanc? 19am�ais ; Sabmit onn cupv o1 d . AI1 door5 and vinAows . DIVISI(N7 I - (:FNERA[, pDN�p?�ONS : Yerform all nlhNr ruv ing and pat<�hinR needed to conmlt• vitli Oprrnlion anJ Main[ennnce Manuals [o Lhe Arrhi [ect prio � t �� L Provide [emporary weatlier[ igh[ rlosure n( oponings iii 1.Le Contract lioi�umw�ts aC no addit. ionnl ros[ to [he nw�ner . inJocfriva[ ion oC o « extPrior surLacrs to �rnvidN accepCable w•nrking fi+ptl � I1011E 3A . Use only [he clPa�ing mn[e� ials and equ{p�enn[ r.�hi�h are 3G , UisLriLution of Tes [ � lnspecGion and P�ill k�porl. s : ILe p •ra[ ion and mxintenauce personnrl . TASting Ay,entV shall distribuCe rnpi .�s n( ;� � � i�„�nrts t �� rhe IncludF al lPnst Lhn followinq; and pro[ection (or malerials . 7he enclusnre sha ] ! allox f�+r compatibie w�iLh [he s�rface boing cleauvd , as recompendeJ hy tiecCioa OlOQS S�m�uy oC Hork: <�ffices of t.hr par[ ies concernad as (ulLnws : ' [em�.orary heating and Co preven[ entry vf unauUwrir.ed the mauufaoturer of th? ma[eria ! or as i�•pr�vFJ bv the rlT.I OIOAO Appliceble Code_s/Regulalion.a : lA . NeaLiv [ypewri.tfen index near [he frout of u,e r,a�„� � , DRN BY JLII Drscri Cive persnns . Arehit.eet . . DATE 5-1-91 P ry of Moet: giving immeAiate inforn+TCiw as [u locwtion w� ithin ihe 1 copV to the Ari'hi [rr' t �ypial o( ell rmrrgeucy datw regerdinr I.he inst.nllalion . nr\ ,I�FL_I 1 copy [o [he Stnictural F:n rneer n� v B 1 . CunLrac [nr shall ob[nin all necr_ssary penni[s to pay S.ct. ion ulunN i . . • , ,, ii - �.�� : :�nd �.r :�. iord: . : (., �� l copy [o [hP ThrnAr for all fees , licenses , and inspections (or the w•ork . �_ �� F � 2ft . fompl�[e ius[ruv[ ions regarding operati�+n anA L2SA5 Te�yarnry Barriers; / � � v.l ' . , Cnn[ract DociLnents : Requiremen[s of the work are cun[ained i cc�py [o thp Cont. ractor maint.enance nf all eqnipmeni invulveA , including , \� ,�; ' in [he con[ rac [ docivnents , and incluAe cross - rvterences • � 2 . Nothing ca�tainFA nn rhn drnvii�GC h�bric:veion , disassembly , and rnassemblv. 7 , Provid� Ts required [o prevPn[ public enCry to ��" � �` AR4ES D. `"�, herein [o publishPd inForma[ ion , which is not uecesslrily 3D . 11ie Conlrac[or sitall prnvide delivery lo v�d trom anV shall be construed es nuUinrity for violat. irn� Gy the coastruccion areas and Co pro[ect ezi.s[ ing farilities and CO J bound [herevi [h . Cont.ractor of anY appli<able codes or ordinanees at the N.ORD ~� Tes [ ing Agency . The Cou[rectnr shall p�rof.er[ [e5L svnpins 2C. Cnmple[e nnmenclature of all par[s o( a11 eqnipment . xdjaeen[ proper[ ies from cons[nic [ ion op?ratinas . from all the follow• inP- , � ��� � ��� ���R ����� ��� 1 limiteA to , sife , sud� codos and ordinances shal � 1.ake Cull aud co��� lnt.e f• �- Vrrbal Sui�mrary : Wi [hoa[ force and effecC on reqnirements of wea[her , subcoutracturs , [fie(t and damagP , prrcedenre ov�r any�hinF he• roin ron[niu�•d to � he eont. rarv ; pU. CumpieGe nomenctature and part numtn•r of all 2 . provi�ie b � I / ' arriers nnA rovered walkr��ays as required 6y f ' I • �. � i �ii ' i -.i ,.� � . � ,. , . i ; ; , i � , . ,��s � , f _ri.. /�(� con[ract dociynen[s , [he lincomplete ) drscriplion of the aork excvp[ �.�hrre � he specifi ��ali �ns or dra�,� ings call Por work or replacea6le parts , name and address of naaresl. vendor , anA Gom.rxt �: e � ' '�"� � � the governing authori [ ies for [he puAlic righrs-of-uavs . , en rnl Conditions g��pp � �s*ntaro i ,nndi [ i � �� � � ` � of [he Con[ract can Ae summarized as follows : material of a higher standacd tl�an Lhose reqnired Ay codes all ��thvr p�•rtin�•n[ Aata r�i�arding prnrnr��m�,nt pr,.,, �.d� ir� . ,, , � ;,....,..r, i ,,. _, , ,-„ r i .. . ... . . ... . . ... .. . . ' �� or ordinnnce , N�? sprrif icat ions . . . . ^w, �\�� Section OIOSN Indainri ( ication : . .. . . . . . - � - G'r r roriseruceion o£ � rimary/ se zF . � . . � � . . . .. . . . . . . . . . . SFp AR" � - p condary Wood frame home . . cnnsisting of approrima [ Ply 560q Sq . Ff . Primary sin le 1 . To t.he fullu . � ,'..- ' � K st ext�n[ pnrmi [ ted 6y la« , th�• �lontra,- t . . i. t�]lnily home consis[ inp, nC aFPror . 310p Sq . FL . �nd secondary shall inAer.mnify and hold harmirss � h� An�hit •��� t iM � h�• ir siiiplr- tami IV' liomr� w' i � h a�,�� t'o. �' S� i,l c� . p't . - IU pCPYF�}{T �I pAp-ryF1J71.,F� t}�p Y . 1 n �nL n I ..�,q� l � � ._ I ;-. ., i �� 1 :�v. '� i . ,, . r il '. � � i . . , ir �. . I . . . . �� �. � ': i � �- . , . . '�. i �� I , �. irr. � ' ; b. , � . i,. i . . . � . . � .. . JOB NO. = 9fd115 FILENAME = HR-SPEC SHEET Q � O � � n rt�a� Roo� s�sr� : GOI'IG. R�70F 73-ES Ofi 9ATZE1'IS Q6 GOf1G. TQ-E W/ BAT7E1'iS OI'I ROOFA'I�a F�LTS OI'� V2 wAFER9D. DEGKi'16� Ohi 2XI2 RAFTERS W/ i� R-38 6ATT �Sld_. d POLT VAPOR 6ARR�R Tl'P. L�� IGE-F�UARD f"�J"HRAI'E (6' UP ROOF� IGE-F�UARD N�T'BRAf'� 6'O" UP AT EAVES TTP. �J) STIX.GO RE 5/A433 TTP. Ofi ROOFR'IL, �ELTS Ofi V2" wAFER6D. / � 2X10 BLOGKQ'IG DEGK� OI'1 �LXTZ .JOISTS ARDH E N uVE E R Rj� � � WII ��OW SG1�'I� JJUL�� , i �� � EXTEI'D FELTS d IGE-GUARD � � ��' W�KPOI�IT AT 1'I�E FAGE OF STUD TTP. - � 50�T FLASNI'iFa n Pnar�ma�u c�an� FCn nFFnrrFCn� OVER FLASN'16i � �'v I 1529 FMfBC? STF�E7. SUITE 200 26 GA GALV. MTL FLAS�-R'IG � GIJf ET� OF 2XT1 RAFTERS �rrva�. cacr+noo eosoz 909 - 893 - 5015 Group # Un it S ize Operat ion-Ouant Ity Comments 2X �LAGKIf'IEi ROOF a�ARfhG N RADI-15 GORI'ER bEAD BRIGK MOLD o� o�t . �� Architecture 2XT2 FASTETED W/ 6,AL.V. FO'L 1'IAILS EL = Tl5' 10" AT SEGOIyDART � G01 ( 2l 2424 OP- 2 ( 1L , 1R ) Rll units double glozed POSTI01'ED TO SuPPORT GOI'iG. T1L.E5 �'2� Interiors G02 ( 4 ) 3624 OP- 2F1 insul. gloss U.O.N. � 3648 OP- 2 ( 1L , iR � ROOF 6EARil� `—'� EXfEI'iD FELTS d K.E-GUARD 2x6 GAP � I Planning G03 l4 ) 3624 OP - 2A OP = OPeroble � OVER FLASF-Q'16� � 3648 OP-2 ( 1L , IR ) L = Left hinged V2° GTP. 8D. EL. = RE: SEGTl01`IS�ELEV'S �J 2X45 �" 6RIGK MOl-D TTP. G04 ( 2 ) 1630 OP- 2 ( 1L , 1R ) R = Right hinged Ofi VAPOR 6ARR�R �E� ��ATF� � 26 6iP. E�41_V. MTL FLA51-A'IEi � �`�"�) Development G05 NDT USE� R = Rwning R-� �A� �. � �0 ��GK� 2X BLOGK9'IEi � ---_ � G06 f2 ) 3624 OP- SF F = Fixed _ G07 t4 � 3628 OP-2R � � R�� 2X6 2-2XI0 RAFf�R EI'� RE STRL `^ 3648 OP- 2 ( 1L � 1R ) � 2XT2 FASTEI'ED W/ GAI-V. WDO SET OT AJf51DE OF WALL 100 ( 4 ) 2442 OP- 1R : F - 1 F�'i IYAL-S 3 POSRIOI�ED TO � � � HUTCHINSON CUSTOM F-2 (� � SUPPORT GOfiG• ROOF I ➢-ES 101 l4 ] 2442 OP- 1L : F - 1 2X45 B 46° OL. 2a 2� CUSTOM F -z � �� � � W�. �� �� � nP RESIDENCE te2 c3 � 2429 OP- iR RE 5/A43 GO�r 1�(LOI'I G��T SGREEI'I rv2� 2448 OP- IR : F- 1 � �' GU7 2X6 aALUS�ERS \ 103 ( 3 ) 2424 OP- IR 2448 OP- 1L : F - 1 �(4 p�6 -�. p(4 � �7-V2° OL. � � , ry � ° �'� a° �'" '� ° � Lot 1, 4th Filing, 104 ( 4 ) 2448 OP-2 ( 1L , 1R ) � cn Q I �„lpQ, �f25 $�� CUSTOM F-2 I 2X6 r-a5 105 l4 ) 3048 OP-2 ( 1L � 1Fi �p � ��USN �AGIA ��� ��� �/24 SpAGES T1�P. �1- P RE PLAn FOR SRE RADI.IS GORI'ER SEC1D LJ Vail Valley CUSTOM F-2 (4X6 OR X6) 106 ( 1 ) 1848 OP- IR � 0� � 3 � � 8,8 oP- 2 � � � , � R � � � OV�f�NANG �AGIA � CUSTOM F- 1 108 ( 1 ) 1848 OP- 1L � VAIL� 109 ( 2l 2424 OP- 1R (5, 2448 F- � �,.,� �� -� �-ST� 2x45 \/ N COLORADO 110 ( 4 ) 1824 OP- 2fl Sn�A �'✓�-�- ��� � F�. \ ie4a F -2 RE DTL GVA5.1 � lll f21 2424 OP- 1R I � : 2446 F - i 3/4° Td�F�, PLTWD. � E)CTEI'� gLD6,. PAPER DOWI'I OVER � 112 c s � 2442 oP- 2 i 1 � , 1 R � � d �D / 26 6,A 6,ALV. NTrL FLA54 �'IF�, i � 2X6 JOI�T EA 5� OF I'EWEL POSTS T1'P. , �p�.D TOF, OF 2448 F -2 01'1 2X1() .1�IS75 � ' CusTOn F -2 GA�LEVER 2X6 JO�TS RE: PLAn F DELK FAGE75 � I � FAGA VB' LOwER 1 ] 3 ( 6 ) 2442 OP- 2 ( 1L � 1R ) / TF-IAf'� 2X DEGK 2448 F-2 i� / � 2X12 RAFTERS PER STRL - -- , � '^ � � � � � - CUSTOM F-2 ` Q �? STA1`II7A�I� WDO 114 ( 14 ) 3624 OP-3A R�19 �ATT II�ISUL. t � � � 1X4 TRM Q 3648 OP-2 ( 1L � iR ) : F 5 �, , CUSTOM F -4 \ ` ` 3° h�'l DEGK SGRE4/5 TTP. i ,� " i `�� iis � 4 � asz4 OP- 1R 1 , 2� � � ' 2X6 REDwO wi V4 SP�ES f 3648 OP- 1 L : F- 1 2X6 BLOGYJfl6� � 46' O.G. _ i 2X6 LEIX�R i _ _ _ cusTOn F - i S7L. POST B�LTED TO � � 16 ( 4 ) 3624 OP- 2A � ___�� 2X10 FAGA 364s oP- 2t1 � , iR � _ FLR. JOISTS RE STRL i � 6aLTB'IE, PLATE RE: L i 127 f6 ) 3624 OP- 3R I � 3648 OP- 211L � 1R ) : F - 1 V2' E,TP. BD. GLG ' � I � O O O L r� l I 1 : 8 � 6 � CUS60M �P32 � 1L , 1R ) : F- 1 �/2" E,TP. BD. W/ POLT I 2X6 RM JOIST 119 16 ) 3624 OP- 3R VA�� �AR�R � � � ; MGR�I-AM (OR 2� �ADER RE: STRL 3648 OP-2 ( IL � 1R1 : F - 1 . . . . . . . . . . . . . . . ./ I�, , ;- _�: I B. 0. I-EADER AT N6J-I POOYT OP ! 20 ( 6J 2436 OP- 2 ( 1L , 1R ) ; F - 1 � «� T�� \ , _ ARGI-EDwll'mOWS ' 6xBTt°6ER BE7o1'� 45' Tl'P. CUSTOM F-3 6X8 TNBER ' EASE EDE,ES, f'IOTU-L 121 ( 6 ) 3029 OP- 3R O . 3048 OP- 2 ( 1 L � I R ) : F- 1 AI'D STAR'I PER Ob✓I'ER � I 6X� T�'� � / 2 i �2� 122 i4 ) 3624 OP-2F . /� AX�FUf2� FOA�ORTIOI�I OF 2-V2" I 3646 OP- 2 ( IL , 1R ) � O 123 110 > 3624 OP-2R C� 3642 F -3 3648 OP-211L � IR ) 6XB TP'�ER �E'(�I'� CUSTDM F-3 R-19 BATT P'tSIJL 124 ( 12 ) 3624 OP-3fi 3648 OP-2 ( 1L � 1R ) : F - 4 CUSTOM F -3 � �s � z > 2424 OP- IR �p � � A� S� �� AM � �? Oi��l`I I�� GK � NOUS� � o � UUA�D � J��GI< 2X4 FRANBiG F A ��� �� 2448 F- 1 126 ( 4 ) f824 OP- 2R 1848 F-2 127 ( 2 ) 2424 OP- 1R 2448 F- i t28 cl � 1a4s OP- 1R RDG� T1-E - 0'ISfALL d 6,ROUT 5111GG0 STSTEM RE: 5/A4.3 6RIGK 129 ( 3 ) 1848 OP- 2 U L , i R l PER GOf'IG. l7-E rFR. cusron F - i ,� LaP BLDG PAPER OvER rffi�BRAI'E i se c i � i a4a OP- 1 L I F�t IARDRAII- R6 B2/A5.1 ARGN 9ETOt� 131 ( 4 > 3048 OP-21 1 L , I R ) � ��qM �tp(,� �pM TURi'� NET'�RAf'E UP WQL-1- 12" CUSTOM F -2 � � � c��. � 13z t 3 ) i 84s OP- 2 ( 1 L � i R i PRY�IA.R7 ROOF PEAK DEGK PALLET : 2X6 REDWD. CusTOrt F - 1 � W/ SPAGES SGREWED TO RADIJS STUGGO 133 ( e ) 2424 OP- 4R EL. = 125' e-TI/16" SAW KERF V2" DFEP - Q`ISERT 2448 OP- 2 ( 1 L , 1 R � o F -2 � TQPERED REDWD. SLEEPERS —� FLASF� ALl- 4 SIDES d (5) �S� 134 ( 4 ) 2442 OP-2 ( 1 L , 1 R 1 MODF�D ��l"�n �"t3"�FZQI'� Of'I � ��K �� � CuSTOn F -2 � � � 3/4° EXT. T�G PLTWD. 6�Ll�D d �\ 26 F�A. 6,ALV. MTL FLAS�RiG 135 ( 4 ) 2442 OP- 2 ( 1L , 1R ) AROUI`D I'EWEL P�T _ CuSTOrt F-2 / I'IAIL.ED Ofl TAPERED 2xB JOISTS i n '� '' i zee NoT USEO �' ' � P1AX. TAPER GUi DOw/n TO 2X6) 26 6�A MTL FLAS�l'iEi OVER TOP � � � �,� � � � 201 l4 ) 3018 F-2 � oF 2xt2 Faua � CUSTOM F - 2 � � - � 202 ( 4 ) 3046 OP-2fIL , SR ) CUSTOM F - 2 \ �� ' ' � 203 ( 2 ) 2424 OP- 1R R�15 GORPE(z BEAD AT JAf`1B5 204 l5 ) 1824 OP- 2R lx4 OVER FLASF�I'1G 2448 F - 1 ' ' �-� i � , 6" T7P. � ie4s F-2 � 1 ' � � � � � � SLOPE JOISTS TO I7EGK SGUPPEF� RE PLAI'IS �) � � CUSTOM F - 1 � 1 1 _ 205 ( 2 ) 2424 OP- 1R ` ` J 2948 F - 1 206 ( 4 ) 3624 OP- 2R % � ` l '� � R-� � � � (�"� ` '" 2� I"�R5 WDO. S�:l- 3648 OP- 2 l 1 L , 1 R ) (F9-1- SPAGE FlA-L) � 207 ( 2 ) 3048 OP- 2 ( 1L , 1R ) t� 208 13 ) 2442 DP- 211L , IR ) : F - 1 }9/4 RADIUS GORI'ER BEAD AT SLL Rqp�15 STIx.GO AT Su-I- 209 12 ) 3624 OP- 1R fG> �P \ 6�G. VERIFI' 6�.P V2° GTP_ BD. Ofl POLT VAPOR BARRER �� 3648 OP- SL TO WALL, RUI'I TRM � 210 ( 4 ) 2442 F - 2 S ingle-glazed q(�F2pgg (pQT�phQ�.) FLUSH PRAr'�D BEAM RE STRL 6 CUSTOM F-2 Single-glazed I �� 211 ( 4 > 2442 F-2 Sinqle-glazed jx T('�M W/ 45' I CUSTOM F-2 S ingle- glozed �E�2� (��2�(i5 212 ( 4 ) 2442 F -2 Si �gle -glozed `` � CUSTOn F -2 S ingle- glozed 6X8 lT-$ER d BI-OGKII'�a RE: D2/A5.1 DETAILS 213 f4 ) 2442 F-2 Single- glozed CUSTOM F-2 Single - glozed � }'� 214 l6 ) 3648 OP-2 ( 1L , IR ) : F - 1 D � QI��� � � G�OS�1� D� GK � WA� L p � �/1�+^�� � � • �+� � Q �� � ���� ! ��0• CUSTOM F-3 I � 215 ( 3 ) 2442 OP- 2 ( 1L , 1R ) : F - 1 216 l4l 3624 OP- 2A 3648 OP-2 ( 1L , IRl ' 217 ( 2 ) 2424 OP- 1R 2448 F - i / DRN BY MP� 218 ( S ) 1824 OP- 2A 1648 F-2 I C n T� CUSTOM F- 1 I S1lX.G0 W/ 1�E LAT1-� OVER S�A MFRS WDO �iL� r1C'.'iSE �_ 219 ( 2 ) 2429 OP- 1R BLD(x PAPER Of� V2" WAFERBD. 2448 F- i I 51-EATNYE, OI'i 2X STLIDS �, �� �-�, RA[�J�' GORi'�R BE1aD S�L-L , 220 l4 ) 3042 OP- 211L , IR ) 1 R � �Q� � — (c) ��' Of C�` O� CusTOn F- 2 6X8 SLOPED ThBEfj 6UtT AF�T � 2X12 BAT FR�7f� � 221 c2 ) CUSTOM F-2 STL GOL � _ �Q` JAME� D. 222 ( 2 ) 3624 OP- 1R (� � y 3648 OP- IR S�E PLATES d BOLTS R6 STRL 9/Ss 1 � � '—� ( � 223 f4 ) 2442 F-2 S ingle-glozed i� `" - STO'1E ��Ci"�EcR - `.✓IRE 6.ii,� CUSTOM F -2 Single- glozed �-- 1 (� FLOOR STSTEM RE5/A43 ' - 224 [ 4 ) 2448 OP- 2 ( 1L , 1R ) WIRE LATIa GOriT. BEF1'� STOI'� ' --J EAGN ST01'E CusTOn F-2 � � MORTAR STOI'� `�J/ I-ATIGRETE �' � AL-u"t DR� ED�E 225 t 4 � 2448 OP-2 ( 1 � , i R � � _ � FLEXBLE l-C.TEX GET�EfiT TG_E -� �� BLDG. PAPER Ofi EXT. 5! �AT�ia. . �i� � CUSron F- 2 (S) TOP � BOTTOP9 TO 6X8 i � 2X6 SET OI'I 51-EATIaI'16� RE G4/A5.1 SM GROIJT B RA1�OM STOI'�S w/O �� R01 u i 2448 F - 1 Tr iple-9lazed : ocryl ic i i G01'Rlli� A80VE d BFl-OW 6XB TNBER STL LPITEL SUPPORT. WRE � i� ',� (^� SOFT FLA54-RYE� AT TOP OF F'° ', ��'S �� R02 ll ) 2948 F - 1 Triple-glozed : ocryli � i i r��� sn�K au s7or� To st-�a� � � , E� �_)�R _ �(6 W/ V4" SPAGES 01'I HLDFn J � � , (5) � ' (� I 2n I� 2� � PAPER Of'i EXT. 51-�ATI �I'1E, J n.;� ..tF=i,?�" 55 �.=RShc'.'.3� .i-K.�F � � `�-}— � � � I � JOB NO. = 90115 ,� ,- , � � �at�ar� s� v�ER m 5�o xe Th�ERS � 6,Rn� FILENAME = HR-DTLI � � � , � I � 2x6 seT on ExT. s�-�aTU� R-t� �rvrt 6aTT �nsu�-. SHEET � � �LARE OUT STlY.GO BET'�A7�-I � STL LEDGER FzE STRL. c� � STOI'� FOR ADDL SUPPORT N GOAT W/ DAMPPROOF--R`I6� 5X4 STL GOL RE STRL I � ��� EXP. 80LT AI'K.F�ORS PER STRL. n � Q � `r �--_� GOI�IG. FT'Dft W/ DAMPPROOFII'1E, L!tl 45� (5� ALL AROUf'ID 2X6 D �3 �AGK �T �' LAl`1 f�Al`II70M STOi`I� [3 � �f�AGK�T Q � SILL � ST01`I� SCALE : 1-1/2• = r-o• D � � � � O i' 3' 6' 1' � , Q 6 T7PIGA1- � ( � (5-V2t � SEGOnpART GOURT'(AR� �'// � GOfiG. ROOF 71LE5 PER 3/A43 SM tt (I'i0 IfSUL. OVER DEGK) Tl"PIGAL ROO� S7STEM : GOfIG. Tll-E W/ PATTEI'IS Of'I ROO(--If'16, FELTS � � ^ - - _ � � � � - - � ' Q 6 OI'I V2" WAFERBD. DEGY•IfiE, Ofi 2XY1 RAFTERS W/ / ` � A�J.� � �� n fZ-38 BATT IfiSUL. d POLT VAPOR BARRER TTP. ARCHIVENTURE GROUP I /� f �i �� � �' � 1 �-., n ; �-� IGE-f�UARD P'�P'F3RA� 60" UP AT EAVES T7P. � � � � i, � �V ��/ � l� I �\ D� QG � % � �� n D E N V E R � � � � � � � A �qpFES9�7�1A! CQ`YG1�W TKN Fpi AFR7ilECIIf� �i � 1 �� ( � , ��� �� � I � � � / � � ` � � �i� � � � - - � � � � G� � � � /�� �� � 6 GUT ET� OP 2X12 RAFTERS iszs n.wPoCer sraEer, suire zm � \ �/ - - �.'� /� LY3JVEA. COL�7AD0 80202 �—/ � � � � �� 1 � ► - � GOURT ROOF BRG ���' � i;" �` � � �� � � 303 - 893 - 50 � 5 � - - - � EL. = 117� �p�� - �,/ � � � � - � � . F�OOF 6EARIfyG ��` �_-. i � i / j�� � C.OTff. BLAGK f�YL01'� SGREEn � �' � i� �` EL = 116� 10�� AT PRIMART Architecture � � i_- � � � _rf� WDO. SEAT ROOF 6RG. � � � � 1 � ` EL. = 115 10 AT ScG01`IDAF�T � Interiors � - � � � EL. = 117' 2" � � �� �� � � � � ' � ,. ' � ; � � - - - �� Planning � � � �� a� ��, ,' . � ; Develo ment , �; � I�-�qp f� i � � - - . � � � � � �� / QJ.� T1'P. � � _ _ _ . � � � � � � • � � � TTP. W ALL RE: 5/A43 • � - - � � i i 1X6 SOFFTT W/ �/2"r SPAGES D(6 SOFFfT W/ � "2��A��S HUTCHINSON tt RESIDENCE i i I p'� `�A� 4X6 1'EWEL POST (6X6 � GORI'�RS) � Q B i i �}�. T7F'. G/ALL RE 5/A43 � / !`) TTPIGAL WALL GOI'ISTRUGTIOfi : � ' ���� / /"�� � ' � . G� i STUGGO Ofi WIRE LATI-I Of�l 6LDF�. PAPER � � REDWOOD 6�UARDRA� fRE 82/A53 FOR Dh�l�l'S) : �� '"�� ``� ' � 1 LQt �, 4th Filing� � � � � � 2X6 GAP � � Of'1 V2° EXT. SI-EATI-U'IE� OI`I 2X6 STL�S i � 2X45 �� �� �"t W/ R-19 BATT I�SUL. POL7 vAPOR BARRER i i i � A� �L fi ��ARm�' � Vail Valley d V2° E,TP. BD. IIYTERIOR T7P. i i � � � � - - GUT 2X6 BALUSTERS �L, , p�� pn � i i � � _ � AS.� TYP• IGE-E�UARD f"�M6RAI'E � \ � � VAIL, TF-0'ISE7 TILE STSTEM (F�'i PER OWI'�Rl i i DEGK PALLET : 2X6 REDWD. �ER EIYTIR BAT RO� ; �- \ ' On 3/4" PLTWD. OI'I 2x FRAMI'Ya W/ SPAGES SGREWED TO R-38 BATT pYSUL. � � ' � i fi- � o TAPERED REDWU. SLEEPERS � � COLORADO T7PIGA1- FLOOR SYSTEM : � i i �� TTP. WALL RE: 5/A43 2X45 3/4° TdG PLTWD. GLI�D � � � � �o � � i �--� t"IOD�D 6fRI"�N �"�I"�RAi'� On d nAILED OI'I 2X10 .1015TS � I;�-, I � " - - ^ � - � � i � � ^ ' 3/4° EXT. TdG PLTWD. GLLIED d ;�I ' ' �' � _ _ I'IAILED Of�l TAPERED 2X8 .1015TS ( _? 2fyD Flt�l FLR. I i � i � �� �' � � . (MAx. TAF'ER GUT DOWrI TO 2X6) � 2� �� T7P. WALL (RE: 5/A4.3) i ` � 21'ID FII�I. FLR. � St"1 EXGEPT 1,�'/ 2X4 �_> ! EL. = 109' lOn �_ - - - ' ; ♦ 1X4 TRM � �L. = 109' 1�" _ \ �� ' � ?. . ` �` STld75 d R-11 BATT If'ISUL_. , � � 2X6 :_ �� , � � (� � ���( ► � , � �3 �� G_ � ` A1 I-�AD Sh'L ��- � �,� i � � � U U �J��i �l � �� ' � � - - - - �� M � � ' � `—, - � , A5.1 .. _ � - ` � �` � I DC4 SoFFff � � A5.� I � I t i � N i I ` � . � � � � �� ��� -' �� FLUSN FRAP'� WALL I-EADER �/ `�� i � r - � • � � 2X1'1 FAGA II � � � i � i i � BAT ROOF �RE,. WORKFOII'IT �� �� T06�TI-ER �� � � EL. = 108' O" �' � � I G3 �' � • � SLOPED 6�7P. 6D. BE701'� PER WDO. MFR. Tl"P. i i A5.1 A3 _ _ j' I `i � A5.1 ' � � � � - - - - • : � A1 JAN� SM I � �� `� � '� � ' 2X6 REDWOOD W/ SpAGES OI'1 2X8 JOISTS �c � 7Il-E Of'I W.R. E,7P. BD. �2 I I 01Y 3/4" PL'fWD. Ofl i 2X10 JOISTS i I �� � ' � � � . _ � � � Q5.� �— • • � i °.� ' GOUfYTER • � • � 1-- ' � - , V, JAM�3 � � � i � r'rfL. DRIP � � i ' ' � i � � � � I SASE GAa. i �� � I i � i � �� o ' `� �4 ,-�� � ; � � _ A4 SILL SM. ; A5.1 �n I , � - - �r .� i il ,� � 6� 41'IAILED OI'I � JOIS75 � � � � `� � � m �� ' � , Ac6 SoFFfi 81.D� PaPER A3 r ' I � � GA1'fT1LEVER 2X105 RE: TRL C �S> ` ` _ _ ' � 01'I EXT. TI-II`ILi �c.� - - - ; I 1 1 � �- � 6X8 Th$3ER BRAGE �� � I o 6iALV. M7L T�S OI'i i � ROGK vETEER w/ � 15T FIf'I. FLR. _ _ i . 1 I G� � ,�jC��r�� � -- � � � I 15T FIf'I. FLR. V2 E.J. �� BLDF PAPER Ot'I 51-�ATI-R'IE, � C 1X4 TRM � , , EL = 1o0'O° SOFT FLASNI'16, AT � - � � 1 1 i � � � ° FNDIY d LEDGE A1'IEiL-E �. �� i ;' - � � � � � l � � � ' � �� � � MTL DF�IP ED6�E 6° GOING. SLU.6 � DAMPPROOF F1Ypf'L � - � � ) � �J �) � 1 ! ' � � � i — - - — � � � � i G2 .'�w� ' r -J �' ` ` - - - ' � 2xn �acia tx6 so��rr on ^ BI.-D6� PaPER on � A5.� - - - -1 6X8 TT'6ER 6EAM , .° ExT. S4-�ATI-R'16, - GONI�'AGTED FILL MTL EXP. JT. AT TOP OF �M)1'i TTP. 6X8 Tf"BER SRaGKET RE 84/A5.1 PER SOILS REPORT STL. LED6� AI�LE W/ � � � \ STIK.CA OI'i GOI'iG. FTmI'I. GOAT Wn%DSAMPPROSOf�) STUGGO OI'f GOI'IG. FT�f'l WALL Fd'I �,RADE � I � -� o . Q2 i " ` � � 6X8 TMBER BRAGKET 9E"f0I'm RIY F�RqDE D > FII'I 6�RADE p .° � � T�� A5.1 ; ; I ; � RE DTL B4/A5.1 SM I T°�� �. � WALL SECTIONS . �av • . _ _ _ - , �� - AGKFILI- PER SOILS REPORT a i � � � � ,D 2X4 FURRII'IG AT PLU�IfiE, wALLS � " DRN BY MPF R-11 BATT IIySUL -� � DATE 5-8-91 �,_ . � r� � � 3/4° TQG PLTWD. 6,LUED , � Rc � 15ED d na� � on 2x�o .io�s � A4 , _ - - W/ R-19 BATT IhSt.hL. A5.1 - - - • � ��� ��� RE: VA43 FOR VEI'�ER d LEDF�ER 1'IOTES '�� c� '' . ; �` � � DAMPPRO�FII'fE, 01�t GOnG. FTiDIY TTP. �` � �� JAAS �S D. ". . SSMT. Fln. FLR. J � "� o O NURD � (1 l � i i 1 . ° '> EL. = 90i .ln -- N � D � � �� �� � � • ^�� B U ' U � U U � � " � �� � l,� ( ; � � � sTOr� PaveRS an conc. serrrt� aev , ' � � � � � . <��, �V ,, �- �-� �kSFD ARC�`\� `� � -' _ � i2�A1711�IG f�M. � A1' � � � � �R � �� � � GRAWL SPAGE ~ GRAWL SPAGE � G�rf AS REQ'D. � � � v2° e.�. JOB NO. = 90115 FILENAME = HR-WSl O _ � � O SHEET y o � � 0 �/ � D � �� �S-� � 1��GKS , RE SOILS REPORT � GN� DRwGS. TTP. � SCF+LE : 3/4' = 1'-0' g �OUf�T1'A �D � KITGN�N �A1' � P 0 � . p . O �� C� � � U n ooF ID6E 6 � EL. = Y25' 8-11/16' � GOI'IG. T1LE W/ SA77En5 OIY ROOFII'16 FELTS ARCHNENTURE CROUP SL.OPE S�ES � 45' TO ROOF SLOPE OI`I V2' WAFERBD. DEGKIn6 Of�l 2XT2 RAFTERS W/ D E iv v E R " VERTIGAL SiDES �� R-3B BATT GSUL d POLT VAPOR BARR�R Tl"P. SKTLJF,F�fS � / � 1� IGE-6UARD h'EMBRAI'� 6'0' Uf' AT EAVES TTP. A � crr�aaanav Frn aaarrFCn� � f Q ( 1529 AMfKET STqEEi, SUITE 280 � I DENVEA. ppLCAA00 80292 G� � i i 367 - B93 - SBIS �` j, / ,�� r�c,s� a�oor� seror� ; � , _ _ _ ` �,. G� Architecture ` - � � ' ' ' � Interiors � FROI'iT ROOF BR6 � � F F i i � � ROO� 3�:,RI^I6 EL - i16 le' � � � � \ -, . , P6, iE" - - - PIaC1C1ir1g � �, � � - 2442 � � � % Development � F FW..LWAY � ; �. ,' � O � , � _ _ � . 4'�' a i i � � � �I HUTCHINSON iD wv � on �ar� ; � ' � a�. I�n w�o. � nRCu ii ' i ' ' � ' 2� ��. F�R RESIDENCE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - ' � I — — � ' –' I;i � FL:- �a9' '�r EhTRT ROOF 8R6 �� i � �L • 108� �' — � � �� ; Lot 1, 4th Ftiing, °v�'Y Fo,"� _� - -- _���� ; i �� Vail Valley � , li _ � 6xe „� �A� -� - ' ' ' ; ; � , '`� VAIL, � � � r 14TCI-f7�1 3/4' T�6 PLTWD. ROOPA i COLO��O BEYOI�D 6LUED d nNLED OI'i � � REDWOOD RAII-11'165 d 1'EWEL P�5 2X� JOISTS � � � � � � i � � �� i � � 15T FIN. FL�. - - - ' � i � — �L '�C'T'�1' I 1 R'19 6A17 P'�Jl-. T7P. � � 1 ............. .... ...*. � _ i ' �� G2 � -� ` - - � Gf�AWL SPAGE 6X8 TM6ER BRAGE i i i -.... .. �� . .... �� � FOOTIfl6 BETOI'm � - - - { I ' '0 AGGE55 PAI'EL W/ R'SUL. I rf1 BSMT. FIN. FLR. �? �1�IMA12Y UNIT S� GTIdI� � '••... . .... .............. . .. .. EL. • 90' 2' R-T3 BATT 6'SIJL GRAWL SPAGE SLOPE 6RADE TO Sl1�IP PIT � REG2'DJ _ .. -.- ^.. r.= - Y R ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : FI'�Dfi DRM'I STSTEM RE� SOILS REP�RT sl-►"IP Pff W/ PUr'iP UF REQ'D.) 6.G. F1ELp VERIFI" DATLJ6NTM6 OF DRAR'' FT�tt DRAIrI BEYOI'm SLOPE U4' � 1'0' MI�L 3 �'° � —� A4.1 r1 -- - - ,1��, 7^ID Ji IIT ROOP ?Eak � 6 � � G ��. s n4� n-n��� �F `'�' Q6 - - - — Gl GOI�iG. TILE W/ �ATTETIS OIY ROOFIf'16 FELTS On V2' WAFERBD. DEGYJI'16 OI'i 2XT2 RAFTET�S W/ • ' �< � � R-38 BATT If�ISUL. d POLT vAPaR BARR�R T7P. � � IGE-6UARD t�7"1BRAt'E 618' UP AT EAVES TTP. � i Gl �. �'� B��� ` � rt, ���o en� 6ARA6E (�ID6E � � , _ _ , HALLWAY � ' � , poRr-�FR eEar�in� 2NP UNIT ROOF BEAR!f i� �� i EL � TI7' 4' ` ROOF BEARIT'I6 � n �__�.. = rs� �a� _ _ _ � � ��. _ �� � B � Q e � ; � rticsr� a��oori e�'orm MASTEN BATH � � i � � � - - � i- - - e�.3 � i i �� ` _ _ ' � i � ` i � i i � � WD 7RM Ot'I �EAM � � � BEARIh6 � � � � i EL � "„ C1" � - - - - - - - - - - - - - - - - - - - - - - - 2 Fln. FLF�. � i EL. - 189' 18' � i � BUILDING , _ . . _ � � � uvr�c Roon� - - ' SECTIONS _ � � _ _ _ _ _ , : � � �2 OPP. NAl'D : . . . . . . . . . . . . . ; � _ . . _ . . . � e.l >- �� DIV�G/IdTCFEN BE1 C?f�D. . . . . . � � � 6X6 POST (�� R�� i i � _ _ �. � ., � _ ' i DRN BY MP� SECOI�DARY IAVT GARAGE � � � - � - � � � � 3/4' Td6 PLl"�.dD. � ' DATE 5-8-01 � . . - - 6LUED d TIAILED OPi � � � � i RCVIS`D � .` : . . . . . . . . . . . ' 2X19 JOISTS -- , �1 1ST FIN. FLi�. � 6' GOf1G. SLAB � � * � � _ _ 4 ` . . C �ii V� EL - �B'B' � � , . . . . . . . . . . . - - - - - - - � _ � • O� . . : . . . . . , ; ,, -�� _ _ ,S' i � � _ � . . . . . . _ . _ . . ., :Q J McSU. ,�, �� � .. ... ...... i c ` � � � _ GRAWL SPAGE , .... .... •• � � NOrZD � ' ,,, .. ..•••" G2 �� _ � i � - B Z . � i � �� . , 1 ••� ' i ' !� C� �� �ro BF�ROONI CLOS ....F�FALL. �" ' ' . ..IvE � 1 � ���S�D AR��\�� 6Xd TMBER T7P. �I s - 2'BX3'0 AGGE55 PAf'�L W/ II'L�JL. �� �i , � � � R6 STRL FOR GOI�IG. REII'IF. � � � _ � � ;a ccPrFaa rr eA nFn�xrtr� cflar � F rt, 6srTr. Fm. F�R. ,,. ...... _ . . ," JOB NO. = 9�ll5 eL. � 98� 2� -- - rh asriT. �in F� R. EL. - 98' 2' FILENAME = HR-BS2B GRAWL SPAGE SHEET R-19 BATT IfISU1.. SL_OPE 6RADE TO SIMP Pff (F REGt'D.? 2'0X3'0 FLOOR AGGESS NATGN BETOI'iD O • LIVIN� 1�OOM/ 6A1�A �� S�GTION n /� Q � Q : - - - - - - - - - - - - - - - - - - - - = - = � -- - � � - - - - - L;z14� str�P PrT wi Ptt�P � R�a � SCALE : ? / 4 " = 1'fZl " 6G. F�I.D VER�1' DATLJ6N�Tll'16 OF DRAQ'I ���-- -� Y�I'i DRAQ'I SEl"Of'ID SLOPE V4' � P0' NII'i. � ID 4 10 '��. r:�." rc .STi �n - -• . -. . . � - . - � ' . .. � . . , . � . - ' - i i :i ���_�+�a� . �. � . . `� �� r�� � � i � — __ - ' � . I . . . .1 . . �11'��1lOP9f�r�r _ — . �.. —r . '. - - _ 2 GOI'IG. TILE W/ 6ATTETS Oh ROOFA'16 FELTS A4.� 3 �j Ol'I V2' WAFERBD. L�GKII'iF, O�y 2XtZ RAFTERS W/ � 43 R-3B BATT It'iSUL � POLT vAPOR BAR� nP. � .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . . . . . . . . . . . . . . �' ROOF RID6E QI`I FOf�E6ROUI�iD) ARCHNENTURE GROUP I-IP BEAM RE: S7RL ... .... . . . . . . . . . . . . . . . . '' �• . - - - - - - - - - - - � �� EL. - Y15' d-1V16' .• . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . ., ' • � ♦ D E N V E R \ � - ` ' �ro 1 ' n 1 IGE-6UARD N�(2AI'� 6'0' LIP AT EAVES TTP. Asz�r�E�r sz"u�i re�ieaaa nFCn� {yJ.l \ �� I � � �V�. �LQ9Pdp 88292 � t- r � �-aORfZ. ROOF BR6. � DEGK 303 - 893 - 5815 `�` � _ I i I �U`.� � j �L. • Y12' 4' �RfZ. ROOF RR6. � DEGK / �' C I I �. � i � ; Architecture EL • p9� p ` � � � � � •',. � Interiors ` � � I � I ' Planning � MASTER BEDRM RpOF BR6. aET01�IL7 ' , �`- ` m' �' Development 6XB 1T1gER5 71'(�. 1 �' SL.OPED 6TP. BD. TYP. � S��PEDj iX6 SOFFff BETOI'+D . i � � DEqC � .. . . . . . . . . . . . . � 2X6 REDWOOD PAI-LEf (LOOSFI �VER MOD��D �� ROOM � ► BfTl�n �'�1"iBRAI'� OI�i 3/4' EX( Td6 PLTWD � i : 2X6 FZEpWOOD PqL_LE7 (LppSE7 pV�R Mpp�D HUTCHINSON 6Ll�D d i'IAILED 01�I TpPERED 2XB JOlSTS W/ R-19 � � 81T1►�N I�Mt3RAl'� Ol�i 3/4' EXT. Td6 PLTWD. BATT IfiSl1L. POLT VAPOR 6ARR�R d V2' 6TP. BD. GLb. � _ G3 �(-�. � � � 6LUEp d f1AILEp pry TqPERED 2XB .lOf5T5 W/ R-�9 , '. . �., �,►.� ,,� �; � : 6ATT If�lll-. POLT VAPOR BARR�R d VT 6TP. so. ��. RESIDENCE � � li t � � �3 _ � � � i NAi`m A5.1 � � � � � � I�` ♦. � � X j -- 21`ID Fll'I. FLR. ,�j , , � i EL. � 1�9' ,� Lot i, 4th Filing, �-� a 0 � `� ' - - - - - � Vail Valley , � ` ' � �� � 2X6 REDWOOD W/ SPq(,FS pp qXB JCASrS � I ` � � � ' � - - - - - - - - . VAfL, � � T � ►arc� ; I � �; COLORADO , � DEq< : � � ' � ' � � 3/4' Td6 PL7WD i ���, � , . � REDWOOD RAIL�165 6Ll�D d 1'141LEp � r � - - - - - - - - - - Of'I 2X JqSTS T7P. � � � i 'i ,, !• � MJ1NUiJWlJif � „ _�L,;�l � � � ''-r - ' � � 1ST Fii I. �LR. j �''' L ° 180'e' � � i � R-19 BATT II'6UL T7P. � � GRAWL SPAGE � i FLLC-I 2X65 W/ j � 6Xd 7T'�E(�g i 2X2 �� � � � I � - - - - - � I �� � � � - 1 — � i FOOTII'16 BETOI'ID � . . - - - - 2' BATT IIySUL In � i �lJRRlfy6 T7P. i ( � � � �f�lMA� Y UNIT S�GTION � ' ' � � �Y 65MT. Fltt �LR. EL. � 90' 2' - - � R-19 pATT II'SUL, 77P, GRAWL SPAGE I � SLOPE 6RADE TO SlMP Pfi OF REQ'D.) I � ' . . � � r � �.w � � � � � � ` � � r'.� � � � � � � � � � � � � � � � � � � � ' 1 . . . . . . . . . : ' � . . . .. . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 SIMP PfT W/ PI.P'IP OF REGpDJ : _ _ . . _ . . . . _ . . . _ . . . . . . . . . . . . . � F7'mn DRA�'I S75TEM RE 501L5 REPORT 'Z 6.G. F�LD VER�T DATLI61 �fll`I6 OF DR� � � � � � - - - � '� A4.2 p _ 1 �rmn �Am eErono s�o� va� , r0, rm. � - �� PRIMART ROOF PEAK i � - � � QJ.� A�}.� GOnG. TILE W/ BATTET'!5 ON ROOPII'i6 FELTS 4' EL. = Y25' B-p/�6� -- O('I V2' WAFER6D. DEG K I I'1 6 O I`I 2X12 RAF�Ef�S W/ � C' �!�� � R-3B BATT II�ISUL. d POLT VAP�R BARRER T7P.— A4.2 �K I-�16NT DETERr'II'�D 8T 6 � 12 SLOPES IGE-6UAFtD f�i�RA� 6'0' UP AT EAVES 7�'P. F� �T� d �N ��RII'I6 POI�iTS 6 � tt SEGOI�IpART ROO� PEAK IGE-6UARD OVER EKTIRE D�RI �R � � � 6 q' -\ 5 �V7s p � � EL - Y14� n-n�' � ��P �1� � . 43 � " \ 43 � � r. I . �,. , , - - , � a �v� �� �� � : � ' �� �� '� �� � � �� � ) , � , , _ � ��'� � � 6X8 TMBERS RE.� L6 ly I , l� / �-� . i � � I IGE-6UARD OvER EMRE DORf�R � R STRL. �"� GOLIRT ROOF 6R6 � RE G 6 PLA O(2 6Xd GL6. 7T'6E(2g PRIMART ROOF BR6 � � � ' / � � �L - 117' 1� � EL. = TI6' 18' - a, a F I WII'IDOW SEAT � � 1 WDO. SEAT ROO� BR6. I �S� �„�� � f i i � EL. = 117' 2' � '� �0011A � � � i 2442 MAS7ER I i i � � � I � - __ _ - — - - -- i �, F F �DROOM � � � � � � I � -�1 ; � � F F i � � i i I 2442 SEGOhIDAR7 ROO� SR6 � �\ ` EL. � 115' ',�' � IP � O � i � ❑ � � t� F F O I � � i 1 t'_T� I a 2Tj � ' � � � I� ' � ' � � 1 1 • (O I � � � � � � � � �I I 1 1 � t TR1'9 OI'I f�EAM � � 1'iD FIN. FLR. t � I EL. = 109' ,� ; � -� , - - - - - - - - - - - - - �° � � ; ; � � � � -�, � s� � � ; BUILDING ' � �' , � � � i , u� ' � � - - - - - - - - - - - - - - � , �� 2r+D �in ,=�R � � SECTIONS � ,� � � � - , �n �I p � °r '� �V I � i � j ► r � � EL = Y09' 1f�7" i � � � i c� �- � � � � �� 1 i � 1 � I � � � a 1 1 �'_ i � i - - � � I � 1 i � i i �� (�VC'a �� i � 6X6 POST T7P. � �' � � ��,n i a !� � � ,i � � �D � � � i i � i � IfQT�C�EN �' m IfQT , r � W � I i C F'E 1 V � � � ' i BEl'Of�� �� � � a � i � � � � I i � � i � � � � � � � �' � � DRN BY MPF � � � � �� �1� ��J I , � � � � j � � ; � � � T-- - i w I � � �I DATE � � � 5-6-91 � � ' � ' � � i � � - - - - —��'�I�� � �� ; � REV'IScu � � � i � `-„�° i � 3/4' Td6 PL7WD °' �' i � �- -Ch 15T FIN FLR � � I - I � � � � � 6LUED d nAIL Ep � n n � I r � i � �' � F C O( � , EL - la8'8° � i � j Ol'i 2X J015-f5 7Y . I I � � • � '��" v ,�, � ,- - � � � , � _ � � � � i � � � � �,,� JAME3 D. � 4, � � �xe TMBER BRAGE � i NORO i . �� � � � � i .. � - � ` �vr i- NAf'�RNL 2`Ia' a.6V. 7READ I'IOSE • \ _ s. � � �+ � OI'I OPPOSffE tidAL-L � '� �, i �A�fo � � ` ST� � � OI'I OPPOSTTE WTREAD I'IOr�E � r � , ' - i - - - ---+ ` 1 � NAf'�RAIL 2'i0' � � : � � w ' � i � . ` � � r A1-L � r . �� �l � � � : \ ` � � � : LAI'IDII�S i _ �C� '`�C.� '' � � � . LAI��[7FiY ' i I '� � ;� • ' � � �5�� ARC�� R� BA7T Pf�SUL d . • � BATFf�OOM 2 � i I � 'I I h'W�LL � . ' � r � � � w � � i � I , ; � , . � � I �� � i � i � y % � �a �„ es, uaa.rvEr,m,� � � � rO � 3/4' Td6 PLTWD � � I � I 3 I ; I � � � i c�ar � � � � �o � � 6LUED d PUaILED � � � I � ' ' � r � � JOB NO. = 90i�5 � � i � _ n R-H BATT i ssr''T. Fin. �LR. ' � � iD � I ; on 2x .x�s7s � , � � FILENAME = HR-BSIB EL - 98' 2' I � � � � � 1 I � I � � I � �� � � � SHEET � R-13 BATT IfySUL T7P. � 65r'T. r=li I. =�fa. i �., GRAWL SPAGE - _ SLOPE 6RADE TO SIMp � � ft�+p� C- ��� C�. . . . . . . . . . . . . . . � - - — - � � GRAWL SPAGE gLOPE I � ^ � a� -� - - - - - _ . . . . . . . . . . . . . _ . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . :: _ FT�f1 DRAI�I STSTEM ,. a. . . _ . . . . . . . . I 6RADE TO Sl1"IP Pff UF RE(1'DJ i LJ� �J" O � ��IMA R6 SOILS REPORT d � � � , - - - - - a�n sYSrr� . _ ; : . . . . . . . _ . _ . . _ _ . . . . . . -r - . _ . . . . . . . . . . . . . ' UNIT S�GTION �-- DRwss 77P. � � �n � SCALE - 1/ 4 " ��p ^ ''. � _ _ - ,% � S�GONDAI� Y UNIT S�GTION ��L� 0 q �� �� �� � RREPLAGE MFRS FLUE GAP f�00F PEAK EL � T24' ll�il/1�' 1'1 r1 ARCHIVENTURE GROUP 6 � Q6 D E N V E R RAI'IDOM STOI'� vEI'EER --_- A PFiQ�E59Q�lAL L�4ATKXJ FQ`i NiCFREClIAE 1529 M4FKET STREET, SUITE 196 - - -- OENVER. �LQ9AD0 89202 --'- 3BJ - 893 - 5815 � Architecture ; MAST�R Be�M RooF aR�. Interiors i - - - EL = 117' le' � - - - TURn UP 1X6 WD SOF�1T AT El'iD OF ROOF HETOf'ID Planning ' WDO. `�EAT RaOF BR6. LNIh6 RM. ROOF 8R6. � F ` � EL. = 6' 1P E� ° P5� �' Development i = � , � � - : T � i ` - - - - - 2442 ' °- � • , a FREPLA.GE VEIYT `0 T11Rfl 1X6 WD. SOFFIT UP AT ET'ID HUTCHINSON 215 45 MTER GORI'�R5 _ _ _ _ _ _ _ _ _ 2� ��n. ���. RESIDENCE - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - EL. - lm9 � �° '� � m ny Lot 1, 4th Filing, 16' �'3' a F � � 5 DOWI'iSPOPUT FROr9 DEGK �]�- LJ6NT TTP. � � F � , � ` , Vail Valley v 3048 FANLY ROOM BAT WR'IDOW AT , , � � F � ` �� � � - VAIL, � � REDwOOD 6uARDR.411- � - 2�� � � � - � COLORADO � PRMARY l�ff � , ' • ' • ' • � PAT10 �' ' - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - �sT �in. F�R. � 6X8 Tf"�ER 6RAGE 3024 J �� _ ��'� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ t i GRAWL SPAGE � ' � SiEP F1yD1'l —� i � : 4, _ - - - - - - - - - - - - - - - - - i i 6X8 1T'1BER BRAGE � � i _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y � � i � � i i - - - - RE� LAI'ID`'GAPE DRW65. F�R R�GK i i � � RETNM'�6 WN-L5, STEPS d WALKS � i � � � j � FLppR LEVEL gEYpl'� `� BSMT. FIn. FLR. __ _ � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ EL = 90' 2' 1 � — _ I � - - - - � • - - - � � - - - � � - - - � � � - - - - - - - - - � � 1 1 1 a _ _ � � � _ _ _ � � _ _ _ _ � _ _ _ _ _ � � _ _ _ _ � _ — _ _ J I I � �AST GOU12T � � �vATl01�1 �_ ': - �. r�� �ES S�G0I�IDA1�1' Ui�IIT PRIMART UI�9T RID6E T2 EL = YL5' 8-11/16' Q 6 T1JRn UP 1X6 WD SOFflT � OVEW-!AT'16 BE701'� RAt�or1 STOt'� vEi'�ER R-3d BATT IfI�JL PRIMAR7 6ARA6E PEAK � EL. = 122' 10-3/8' n � V � 6 � - - � i FIRE BLOGKIn6 BEDRM ROOF Bf26. _ _ � EL. = 11�' la' � - - '� R-19 6A7T II'I�JL II'I Sl-OPED }-I-aR RATED WALL LNIf�I6RM BR6. � � � G�-� EL. = 116' lO' , . � /�1 WDO. SEAT ROOF 6R6. -r . � i BE701'ID . . . � \ Ei _ �� p� � � � \ , � � SLOPED 6TP. BD. 1X6 WD. SOFFff 3048 � F�EPLAGE VET�f - - - - J . � � F � Q \ FAMILTRM. �EARI1'i6 TUfzh 1X6 WD. SOFFff UP AT Ei'ID EL. - 113' lO° �o, � ` ' ` ' � 6X8 TMBERS PRIMAR7 6ARA6E BEARII'16 45" MTER GORi'�RS � a m F h �2� 2442 70d � S�11GG0 TYP. EL. - 113' 0-3/4' 2nD FIh. PLR. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL. = 1�9' ,� _ COUR A 2� DEEP REGE55 ,� � �4 ,, m nB 5�� � � ELEVATIONS � m � a F � � �4 . . F � �� ,4►,�Y R a o a o . , STUGGO AR , , F � ��i S�aORT Rt>DIUS 6ARA6E DR TRAGK 3624 ` ' \ • , ' ' � Q _ _ AT�GE.�n GOUfYfER � DRN BY JDI�I, MP� � - " 24� � � � DATE 5-6-9� � � � � 4�AVY TM6ER BRAGE � I REVISED l �, ' . . . . � � � � � � , �' _,- . . . . . �n PRMARY UNT GARAGE m �sT Fin. �LR. ;��;, �� � �" ��' �r _ . �sT Fin ��R. - - - - - - � - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - �� . � tee�� � P JAA�AES D. y0 - - - - - - - - - - - - EL � 188'e' 3624 - - - - - � - - - - - - - - - - - - - - - PEi�_ _ � � � - - — - - - - - R-19 6ATT II'ISUL �'le'V2' 6'B' 3'6° 3'3' �6' - '��R � GRAWL SPAGE GOI'IG. SLAB RE: STRL ` B. � � - ' � . � . F�AVY TMf3ER BRAGE 604 � � \ � i � j - - - - - - - - - - - - - - - - - /�F �'��'C � - - - - - - - - - te� � `° i i - - - - - - - - - - - - - - - - - ��f0 AR�� . , . , - - - - - - - - - - - - DOWI'ISPOUT FROM DEGK SGUPPER Ft'IDl'i STEPS � - - - - -� i � (RE� STRL-.) , - - - - - � i RE: LAI'IDSGAPE DRW65. FOR ROGK i RETMYI'I� WAL-I-S, STEPS d WALKS b c�v�{r e� �rv�rru� c�aP � � ' � JOB NO. = 9m115 �sMT. Fin. �LR. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; � FILENAME = HR-EL4b - - EL. = 90' 2� - - ; � W�ST GOU1�T ���VATION SHEET � - - - - - - - - - - - - - - - - - - - - - - - � i � i � � - - - - - - - - - - - - - - - - - - - - - - � PR1MAI�Y UNIT Q ; d � , . � - - - - - - - - - - - - - - - - - - - -� ` - - - - - - - - - - - - - - - - - - - - ' FOOTII'I65 RE SfRL. SCALE : 1 / 4 " = 1' (�7 " fd 4 1B RAI'�OM STOI'� VEI'�ER � ARCHNENTURE GROUP D E N V E R A�•� A PqI�ESSCYJAL CQ9�WTKXJ FCF7 ARQRECTIFE F�OOF PEAK � __— __ _ � �OOFYPS�n/�� 1529 M4PoCE7 STqEET, SUITE zee EL � Yz4 11-11/76 � �-� DENVER, COLL14AD0 80262 ��\ 3B9 - 893 - 5015 � ���, PRIMART 6AF�A6E ?cAK Architecture 12 � EL. _. 122 le-3/B A4•2 e � Qe Interiors `��� �E RO°� Planning SEGOI'IDART 6ARA6E EAK EL. - 118' 8-1/2' � DORMER 6EARI1'16 Development �� EL. = 11�' 11-1/2' a �' a F ROOF SEA(�IN6 ! -IOUSE ROOF 6EARIN6 , � � a � EL = T16' 10° E�- � ,�� ,� 2448 HUTCHINSON ' � , FAMILTRM. 6R6. 6ETOND � • � r EL. - 113' la' 2� ' ' RESIDENCE ` ' i'RIMART 6ARA6E BEARII'16 � � EL. - T13' 0-3/4� 2ND'RT 6ARA6E 6R6. LOl �, 4th Filing� EL. - Tll' 0' FLOWER 90X � l 2ND FIrL FLR. VaII VaI1G�I � L 571JGC�0 CfTP.I � EL. � YD9' 10' a � e F F ��� L� nP. � ao a o a � ; a �o�o � a - o , R,�o , . o2442 � � � 22T RADIUS O�5 ` ' ALI6N WDO. W/ ARGN SPRIN6 POII'fr - � � � � � ` � , ' u� a _ FLOWER BOX a `� ❑ ❑ 4X6 6RAGE TYP. `-� � — - - - - - - - - - - ' ° ' - - - - - - - �- - - - - - - - - - - - - - - - - - rf� 15T FIN. FLR. - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - EL. - 180'�' ST01'� VEI'EER � �1�ONT ���VATIOI`i , A3.4 1GE PEAK ' •, . t j Lll'� OF NOUSE In FORE6ROUi'ID � 3 J22' 103/8" � ' •• ,� '"' ."., .. .�.�-�-"�,:,�-'.: � D GOI'iG. Tll-E ROOF e p Q e % � tic � gi.ocr.¢�, � { 70� v�r� �' - . . � 4 s�r�n .,o�s ���. � 1 _ . ;E ELEVATIOPIS l . ' � A4.2 �1GKETS T7P. ' I � � i / •' ' .-. '� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: RE: STRL. FOR 1 ) O�TO I7�GK i ._ : � - . ELG� B'�6-1/2'ARA PE K . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . 6E A .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . 2X12 .IOI�TS W 38 6ATT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 1-Mt'ErS T7f'. : �,. : . . . . . , � . . . . . . . . . : , �, � , � . .. . . . .- _ . . . _ _ _ . . _ _ . . . _ ZEWA7 BEAWI`IE, : ; , : . . . . . . ,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :: 1i3' 7C)" ' 6X8 TP96ER5 , t� ; ' _ . . . _. . � t � � � ��' �' � �'�' � � 2i'ID'R7 6ARA6E �R6. OI'I ?JQO JC715_T�� � � ; � � , E L. � 111' B" � IMf S�PERATIOtt WAL1. : 1 LAT�R 5/8" ` : � v'� ' �� �� �a� w i'�,�,�' e � w� GARAG �a� r� x �m. sD. a� r� aarr a�-- . � : at.�n wi raaRar� aRCU � ;_�.,.�- <,� ::; ;;� E . ° ,._.,."�Y �,�, � � .' : �, [� ' �, a F w ELEVATIONS ' . c i s�u,o , . G45 Fff�EPL-AGE � � O . .A 2442 : � � �4 \ E�EVATIO�IS : ' � , � ' • � � r- . , DRN BY MP� , : �ti � : �' - ' � ' FLOWER 60X W/ 4X6 ;6RAGE5; DATE 5-8-91 0 � ; c REVISED ! B'i. FLR. ; � �� ' 100'O° _ .. „� ,� � - - - - ' �` �- '-%l �� : � � ; ' '• `.. •- : _ _ ' . i ``�E BLOGKB`� i .......... ..•••• � : �� - �:, � ��. �� --� o �,� �.�. ; r�`� JAh'!FS D. ' � ` NORD : • • . . , : � STOf'IE VEf'�EFz .. . . . .. .. . . . . ... . . . . .. .. . . � � . . 1 � i : '9 . .............. . ...... .:. . . . . . �� � _ : . : , `/� . . � '1 f m . � • ��� � ��_ ` � �S£D AR�? �. Iq CCP1AC�f1 B9I AACliVINRF� QiIXP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . JOB N = O. 9fd115 . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . ... . . . . . .. . . . . . . . .. . . . . . . . .. ... .. . . . . . . . . .. . .. . . . . . . . . . . . . . . . . .. . . . .. ..... . . . . .. . .. .. . . . . . . . . . . . .. . . . . . . . . . . . .. . . . .... ... ....... . ...... . ... . ........ . . ... . . . . . . . . . .... . . . . .... .. . . . . .... .. .. .. . .. ... . .. .. .. . . .. . . . . ... . . .. . . ...... . . .......... . . ......... . . . . :... . . . ........ . . ......... . . . ... .. FILENAME = HR-EL3b SHEET Q � O � �] �3AGK �L�VATION SCAL. E : 1 / 4 � _ ,- m � � 0 4 IB 2 � SKTLI6�-fT5 aEl'OIYD A4.1 �1REPLAGE MFRS FLLI� GAP T7P. cor�. �u-E �oo� nP. A3.3 T2 ROOF °EAK 6 � EL. = 125 d-TI/�6° ARCHIVENTURE GROUP D E N V E R A Pqp�E59aNAL C�Pp3ATIQV FQ9 PR�RECTli� rf� PRIMART 6ARA6E PEAK � RAi'mOM STOI'� VETiEER RE: DTLG4/A5.1 EL. - Y12' Y�7-3i8' oEVVOa. e��cr�,wo aezez n Architecture Q6 Interiors � Planning Roo� e�nRin6 Development - � EL � i16' la' FAMILTRM. BEARII�I6 2448 � � � 2446 EL � 113' 1a' PRIMAR7 6ARA6E BEARIrl6 ���R � a�� �5 � � HUTCHINSON F F F F ��- = n3' �-3�4� 4X6 6RQGE TTP. � a � � � a ��� RES{DENCE 2x4 Ohl wALL 1B4e �" �" ' =_—- � 5-1/2' i - - - - - - - i � � � i � � � fi 21�ID FII'i. FLR. - - - - - - - - - - - - - - - - - - - - - ALI6N STAIR WDO } F i n i i � WORK POIIYT � r � i � � ` F F W/ LMI'16RM. WDO. � F �L = �9' � LOl �, 4th Filing� STUGGO T1'P. � � - - 2424 d>1624J 2424 2' �� R�GE55 Vail Valley �� �^�� 244d i � � �Ni - a�� - - - - - - 2448 � LJ6� �f Tl'P. � a F a F � � , 45 ^ � � � 2I'm FL-R. SfAf� LA�mlf'16 v � , � , , , , ` - � � � VAIL �2 � �9; �� � � � , . , i- � � � � � / , . , . 2442 ,� �3 COLORADO � - � ` � � , ' a 1846 � ' � � 2442 . . ` } F /� � ' � . � ' � ` ` ' ' � � � F F F � . . ' � . . � � <100� O . u� � , I I t� • • • . . . . . . . . . . ,I . ���: ' . 2424 � � 2 24 � � ' . , . � 44d 44B < � a a 113 . . . .� � 4 J� 186 O laB { ' ' . ? , - 1648 �/ � � O . � . , �n �o - - - - - - - - ^ - - - - - - - - - - - ��� , . . . . . - - - - - - - - - - - - - - - - 2424 � t �� � � � � � . , - - - - - - - - - - - - - - - - - - - - �jJ EL � lea'0' - - - - - - - - - - - i i i 2424 ' � • . FLOWER 60X W/ 4X6 BRAGE Tl'P. I � � - - - 1�4 - - - - 242402424 ' 4s EXISTO`I6 6RADE AT �AGE OF 6ARA6E � o t �- I 6X6� 1T'1BER 6RAGE - - - � � ' ALI6N W,' SPRII'16 POIIyT OF 6ARA6E DR ARGN J r 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � - - - - - - � . � � � � . ' - - - - - - - - - - - - - - - � -r — -n � • . 6XB 1T16ER 9RAGE T7P. SET STAIR WDO I�Etu7 � NHDPOIn , � �o , OF READII'I6 (�OOM BA��1' WDO. � � , l - - - - - - - - - - - - - - - - - - � - - - - - - - - - - ' . I - � i • , �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � 6ASE1"�l'�T Sf LAi'IDO'I6 1 � • ' . I � FLOOR 1.JI'� 6E1"OI'� , . � � � _ � m BSMT. Fln. �LR. �? �AST (�1�IMA1�1") �� � VATION � � - - - - - - - - - - - - - - - - - - - - - - - - - - - � " =L. � 90' 2° ' � - - � � EXI.SI11�I6 6RADE AT FAGE OF 4-IOUSE � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � _ _ I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F�EPLAGE VEM I � FOOTII'165 RE� STRL.. � - - - - - - - - - - - - - - - J ' � � J 3 A4.1 1 A3.3 ROOF PEAK _ � 6 GOI'IG. T�-E ROOF TTP. EL. = 124' 11-11/16° PRMART UIYT BETOi'ID n RE: A3.4 FOR — �-� 6 � �h PRIMA�� 6�Af�A86E PEAK CAURTI"ARD ELEVATI0�1 SEGONDA(�T 6ARA6E PEAK EL. - 118' B-1/2' � ROOF 6EARIN6 �2�8 EL. = 115' le' F N F a� F '� uc.�� aFARin� 2' DEEi' REGESS � F F F F 2� FLOWER B�1X BE701'� � , � . E . = 1 ' 2448 �� -n.� - 4X6 6RAGE TTP. • • ^� 2448 2448 �4 �y W� 224 � � , ' 21�ID'RT �ARA6E aR6. �+�nC a F � � 1848 � 5-1/2' . . c�. = Tll' 0° JILJC 2ND FIN. FLR. EL. = 109' 1�' P F � 2424 � '� r �� , �� r �� 2424 - - - - - . �WOR ELEVATIONS �r ' � � FLOWER 60X 4X6 BRAGE Tl'P. 3648 � 1624 F N � 133 RE: A3.4 FOR GOIJRTTQRD WD05. o` - 2 FLR. STAIR LA � � 45 � � ` 2448 � � nP' DRN BY JD1'I, Mf� � F ALI6N WDO MULLI01'IS ' ' � ` � � � � � � F F � � �j . � � Z 22T RADIUS � � � � Q � , , o 0 0� DATE 5-6-91 . � a �4� \ • , � F F F F � \ • ' � ' � � • • � > � FLOWER BOX � WDO. �E1'01'iD FiEVISED REDWOOD 6UARDRAIL TYP. � - - - - - � � � a ' �� F l: 0� , `° 3624 . . . . 2446 446 1846 � � 2424 a � . • ' ' �% �=; ,;�..��. G�r' , i � i � i � �B � � / � / � / � lD . • . %1 - � h-5 _ ! i � i � i � — i \ i \ i � i � . . rh 1ST FIN. FLR. - - - - - - - - ld4d !n9 � . � r2 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' • l :.TCqy JA D. �� EL. • lea'0° 1'14 2424 r �� r� �� i �� �� �� �4'1� - - • ' - - - - - - - -� - - - - - - - - - - - - - - - - - - - - I ` NOR - - - - - - - - - - - - - - - - - - - - - - _ - , , �,,�� q5' 5 � n5 _ - 1824 _ 127 . . . . • . • ' � �G � � �i - - - - -rz6 � � , , . . . . . . . . � . ���SfD Aa�'�\� 6X8 TMBER BRAGE T7P r - - - �" - �LOOR L If'� �EYCJI`� � �rron sT��s . . . • • 6xe i_r�a� aRnc� � �x�r� 6Rao� �T �.�� o� :;a �,�,�E , , . � 1 . :- � , � � , , - - - - - - � • i � - - - - - - - - � � � � ��,,.� � ' • • � ' _ _ STNR LAI'IDII'16� TO �SMT. 6EYO1'� � � � � �, ; ; - - - - - - , JOE3 NO. = 90115 - - - o `D � i _ _ _ _ _ _ _ _ _ _ _ _ i FILENAME = HR-EL2b • • ' m � � EXISTIf'16 6RADE AT FAGE OF �LSE BSMT. FIh. FLR. � � SLOPE 1 If'I 3 MAX i i SHEET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' i EL • 98' 2' 1 ^ � sTOt� V�ER T7P. � � � O � i � FOOTII'16 RE STRL � ; . - - - - - - - - - - - � - - - - - - - �- - - - - - - - - - - - �, � W�ST (S�G01`IDA12Y) ���VATIOI�I , , � � - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' SCALE : 1 / 4 " = 1' Q " i � � - - - - - - - - � fd 4 101 2 A4.2 � ARCHIVENTURE GROUP 1 D E N V E R � 1 2448 SK7LI61-fT A4.2 A4.1 ROOF PCAK A3.'4 � / / R�O� PEAK a �ssirnu� clamaqa� r-cw uaanECn�€ EL. - 125' B-¶/16' iszs nnawcEr sraeEr, suirE zee EL � 124' Tl-1V16' 6 � n aEn�vEa. B�.canoo eezez n /1� PRIMART 6ARA6E i'EAK � 6 a �-v2 n _�. � n2, ,�-3�4, : - R� F Architecture STUG<.0 ARGN AT REGE55 �V2p B � � � �. ,-u--� �oo� n�. Interiors Qe Pianning 2F DORMER BEARIN6 Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .F . . . . . . . . . . . . . . . . . . . . . . � _ DORMER BEARIh6 TEMP_RED i 6XB TMB E: A24 � �� TEMPEIzED �1-. ° Tf7' Tl V2' EL. • 11-7' 4' - ' NALL/FAMIL7 BR6. i a � 'O� ROOF 6EARIN6 I�O O F B E A R I I`I 6 a ^ F � � � I/ EL. � 113 la' i � i� � . . � � EL � T16' 10' E�. � ,�� ,� , - . , ; � � � � ,� � � � , � �, � , � ' HUTCHINSON � � ' °� ' , • ` 4 - ' , - � , � � , , ; - � „ � �9 a �2 , , RESIDENCE , i � i i �i +—Ji i i i � � ' : I. ' " F F � , , � . .� i � � � rl � � � � '� L � � �i � „ "-'� 0� . . Q � �22t m . 2'�> a F � � � , r � � 1 � . , 2' DEEP REGE55 t�i \ • m F "� _ . i •y i � � i TJ � i j� j � � � ; B � 8 � C �''y� a 3042 �42 � 1 �, i ' i i I I i ii , i y � � \ 304 f��� 3�XG , 38XG i i � � i 1 I i i � i � n . � � � � B 3� O � � �yi `° Ltl 4y � FLO HOX _ . . . . . . . . . . . . . . . . . . . . . .n . . . . . . . . . . . . . . . . . . - - - - - - - , _ - ii � 14 ut i � � ' - -' � � - - - - - <?�1, Fl-OW�R80 2rID Fln. FLR. B � 7 I r � e � � 2' REGESS X 2ND FIIY. FLR. , - - - � - - - - - - - - - - yl - - - - Vail Valle EL � 109 18' � _ 2 � 1 362 5- 2' DEEP REGE55 So EL - 189' le' - ��� REGES�P � `� � � �� � �� VAIL� i � � ! a F LI6NT TTP- � J � m F � � FAIvLY ROOM � � a F • . a Fi � j,-� COLORAD� � 1 1 I RE� S1DE ELEVATIOlyS FOR WII`�OW ' � ' � , ' ` I 1 I � ' • � , • FIXED/OPERABLE VEl'� DE5161`IATI01'IS TTP. � � � • . g� � � �� � � � HALLWAY ' 1 � 1 � � � � � � � � � � p : � ~ • , � � KffG4 �nT� � �CLOS � KITGI-�nT� � • ' � � P� � 48 30 ' � . , � � � � � \ � � � � � � � � BETOI'ID � I I REYOI'� � � � r � � � � � lL Q ` ' ' � � a S711GG0 TTP. � 3046 131 3848 I � \ , ' 1B4BO1b4B � � � � ' i 2446�2448 � \ / i � O � \ � P2 i 1 ��4� � 15T FIN. FLR. I � � � l ' - - F—� ' - - -- — fi 15T FIn. ,_ L- EL � 1mB'0° i - - - - - - - e - - - - - - - - - - -o EL. = 10�'�` GRAWL SPAGE � .�AVI' TM6ER Sl1PPORTS AT 6ARA6E II'i FORE6(�OIA� RE: `�ff. A3.3 ��� �� �P ST01'� VET'�ER T'(P. S�GONDAI�1' UNIT � SOUTN ��� VATION Pf�IMA121' UNIT FREPI-A.GE MFRS FLUE GAP T7P. 2 �'�' q4 2 1 � � Rnr�or� sr°r� `�� A4.2 PRIMAR7 ROOF P�AK At�.� r.F �a;:. " . I EL = Y15' 8-11/16' � A3.�} _ _ _ fi SEGOIyDART R�OF PEAK � �_ EL- = 124' Tl-TI/16' c� t _ _ _ � Q 5-1/2t GOI'IG. TILE R�OF 6 p �D d _ \ � � R�OF BEARIhG rf� ROOF �EARII'16 3E ��L. = 11�' 10° 48 2" DEEP REGE55 EL-. ` 116' 10' � ' Q 214 , � ROOF BEARII'16 � . �/ . � , %4B EL. = 115' la' . � � `� ' � ' . ��6 � ' . . �o a �n F � � 276 � � r � � � - - a F �/F � , - - - Q 4 , � . � � REGE55 WII'�OW 6ROUP 2' . C • , • � F F�So m 2ND �iN. FLR. � - - - - - - - - � . EL. = 109' 10' 3648 F F P F � � , ' - - - 3642 � �L =�jp9�yd' ����� � , TEMPFRED F F , KITGNEN/ BEDROOM ,. BACK < �o STUGGO T'fP. \¶� �� WfhDOW BETOI'fD —_ � N 48 3648 36�� 36 L� �� tt3, ELEVATIONS REGE55 WII'IDOW 6ROUP 2' a � � . . . � - - - - - RE: SIDE ELEVAT101'IS FOR WII'iDOW . . � � , , FfX�D/OPERABI.E VEIYf DE516hiAT101'IS Tl'P. , ' . 364 F . .i. � 4B , . F � � � 122 � ' � 364d . - 2X REDWOOp RAILQ'165 T1'P. � � � � . . � . . 2x R�woo� Rnum6s 7i'P. � ^'� � � � � , � ' ' ' DRN BY JDN. MP� � , - - - �o - - - � I� , � � ` DATE 5-6-91 � I � i ' � � � � � � � � � i � q � _ I . i � . 3024 � t ' � ' � . . _ - � - - � � - - - ; ,�l ��� � REVISED _, _._.., 15T FIN. FLfZ. � - - - � � � �15T F' ' - ' � J ` ' .. '. � '� EL. = 100'm' 119 �✓ EL t��° ;T; . ,� �__-�ti' ��Y. , • 3624 zED � NORD , ` 3624 -� �, TEMPERED TEMPER: 362� � TEMP ED %24 �2 3648 `°"'6 �� 364d 48 4 � 3646 � . . . . � � ` � . � \ � � � ' - -- �Ea .-Y r � � 3�z F �4B ` � ' GAffTll-E�/ER P• , � d �"d" a :E TY, � , � . . !� �c., � , . I-�AVI" TM9Ef� 6RAGE T7P. �, � i � ` ' � � . , ' �e��' ��'� , ' , , S fp AR� � , � , . , , . 3624 � � i � �, � � . \ � � � � i � � i � � � � � � � \ � � \ 3624 � �3 4� � � � � � � ` 3624 ua �.roarar`�rr �o nAarn-Tmr€ �taP q � � � � � � - � � � � � BSMT. 'I�l'. ri.�. - ,fi asMT. ��n F�: _ JOB NO. - 90115 �L. = 90� 2� - - - - - - - _i _ - - - p - ; - - - - - - EL. - 90� 2� - FILENAME = HR-ELib �� V T�MP�_^ TE"�P�RED H �TOI`IE VEIYFER ' T�MPERED R6 LA GAPE DR CS. FOR �.�/�-KS � ROGK RET�VI'R'IE, 4/ALLS � �Tlfi� l.— �° � o � 1�f� IMA� 1' UNIT � j`{ 0�-1- N � � �UA-�-ION SEGONDAI�1' UNIT SCALE : 1 / 4 " = 1' PJ " �sI� 3 - 1 � B 4 10 n�6o 74'O° 74'p" 13�p" -� — n��° 3��n „'_ l 'Z r Qt}- MA�'I LEYEL I � DEGK BELOW ARCHNENTURE GROUP , A4.� � I — . D E N V E R I � � I I � � ' I � — A P�qVN. G�U4ATYN FC19 AFQilECTIiE � ��- - - - I `� � � � 1529 AMFOCET STREE7, SUITE 100 . . � I � I �p � � DOVVER. �LOqApp B0202 I �+ i � J03 - 893 -5015 'I ' � � �.� �.� � � � � � �,� �.� �•� �•� �...� � � � � � � � � � � � � �� ��������� ������������� Architecture I I 3� DEGK AT MM'I L_EVEL BELOW � = � ' " Interiors � � � � � Planning � � 3�0�� I — — — — — — ; � � � 6EAWI`If� EL = i16L10° � � � � � � � = r4� re� � Development rwn �� I , . �cK a�.aw A42 � ; , - - - - - - - - - - - - - - - - - - ' � � , , � . � � , .. 3'°" __ -- -__ �3° o � ; ; ���,L ; ; `" `° � . ,� i T-IREPLAGE , � HUTCHINSON � P'1FR5 FL.1.� o ; � i \ _�;�,� � -. 6'O" UP FROM EA��np. ; ; � ; — J � T GAP � � RESIDENCE +— � I � � ,� ; I i r - - - - - - - - - - - � - - - - - - - - - - - � ,� GWGKET � I - - - - - - - - � - - - - - - - - - - - � - MAI�I LEVEL I : SLOPE % � . ........ .....oi.................. ............. .... �, I7EGK BELOW � � c � � 6 :12 '� I� �I� � _ � o - ; ; � : , � Lot 1, 4th 'ng, ; ; — — `� - � , 3„ � � � ; : I 1 3�a° , Vail Valley _ __ i � : � � FiREPLAGE� f� � — � � i e I IGE 6�.JARD t"�1�1RAI'E I : i 4 � � VAIL � : (�2 I MFRS FLL� i- - - * - - - - - - - - - - - - - - - - - - - - - - i - -t '� I' � : � - - - ?- - - - - - - - - - - - - - - � � � 3n n�n 1 : � 3�0" AT VAl-1-ETS T7P. �I : 1 Q 3 `n LO � CO RADO „ GAP � ' w � GRIGKET � 1 I DEGK SELOW � i '{' I � � ? � l36 �/e� � I� � � ' � � �LOPE i � oi � i � I o `°+- i � I a I ; i 2� � , � - _ � : m � ' I I � i � � 1 ' . � i : I ` � � � � _ " � _ � � ' _ � � _ _ � � _ _ � � � � � 1 • � V CII � . 1 1 I � � ` 4' I � ' : � � � � / ` 6�p� � � I � — , � � � � �6 � ' � -� � 6i�n � 1 1 " ' S�_ � 5 � '� � � � 24 � — — — 1 : ' _ -� I � W i 6 : Y1 � in � � N � � ,� � ' � _ � Q : i ��4�, 3�� ' � IGE E�UARD OVER i = T � �.V. � ; i li i � I � � � �d I ; i N I a Ei'�TIRE DORf"�R � : cn .D ; i �o j � GOI'iG. T1L.E W/ gATT 01'I ROOFIfiG FELTS ��"„ tn0 i -- I : �_ _ I i I OI'i V2" WAFER6D. DEG 01'I 2X RAFTERS W/ \ � � I �' T � I � i i � - J ' R-30 6ATT �'ISIJL. d PO T vAPOR 6ARRER TTP. , � � °' � � � � \ � � �- - , o.� I � � i � � 5�� �� � � � � I � � c I N ' � T4 =43 I � i —u� � 5-U�s : 12 5-V2: : Y1 � _i I i = I 4 � � Q � I �� i _ ' I 3" 1'4" ; I ; j (36 �/B� -� � w' � s I TURn IGE 6�lJARD UP �lDES � OF SKTLI6,NT GtJRB �p � � I w � v i ; = �� � � � � 1 � �— �'���� —t — � BAT WDO. ROO� � -- — ; � � � � � N � � � � ; ' ; ; . I I I ; � �`.°� 6,�1`I�1�AL 1`IOTES � � •, � � � m ; �, ; : , I � : ; , � � I�IG. 11LE w/ SATTETts of�l ROOFQ'16, FEL N i ; OI'i V2" WAFERBD. DEGKIfi6, Ot�l 2X RAFTER / I; � r - - � - i : `- — - --� I 6EARIfi�, EL = iI6�KJ" I : i � � t �/Et'iT5 �, FLUES TI-IRQUE,FI ROOF I , - - - i : i � I R-3o 6ATT II'ISUL. 6 POLT vaPOR 6ARR�R � PER I"EGNAI'IGAL r� � - ; : _ ! " � � — — — ,— . � ,�-�� � ,�, � � : Ro, ' - - `° � : i : � O I i v � i i : BEAWI'16, EL = T15`l0" � ' � I I ` i �'+ � : I I I : � _ `-f„ ,° I � : N `� j . � � � � 2 SI'10W RAGKS d 6,lJTTERS TO �E � i � � 0 � ; � o : � � i : SKTLJf�fS I � : � N �� � � F�LD LOGATED BT �G. � � v � ' � = ��- — — -� `° ' i , i : E i � i r - ° � � � i � : I � � 's � � � = � = � - - � i � � . I I Ni : ' j� � _ - I � _ - � � � _ _ � � � _ � � � � _ _ � � � � �� ; � �I I � = m r � � � � : � I I � I . .! 1 � � � � � � _ � � � _ _ � � � - - � 1 : IN .. �� _- � I i I : , —_ � � 0 I � � _ � � ' I �����J° � 3n m \ i 3.4 J I jn arb_V2n _ I ' O 7 � � � m �i 6� pa� I : •• � �� � � I � UPPER LEVEL o � UPPER LEVEL \ 3" . . ; i" t ' � � � � � �n ; � � � DEGK 6ELOW �n ;� DEGK BEL04/ � � [ 5L� � ; � I l6° `D = c� I . ............... .� �. ............. ................. .. . _ _ _ _ - - _ _ - - _ _ - - _ _ - _ _ - - _ _ - _ _ _ V 1 1 ` ( : Y2 1 : 1 r-� _ . .... } � � � _ � � � _ � � � _ _ � _ � _ � � � _ _ � � _ _ _ � � � _ _ � � � � ................ .. ... .. O � • N . . . .� . . . _ � . ..... ..... .. .. .� �. .... 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TILE W/ BATTENS OI'I ROOFII'IE, FELTS DATE 5-6-91 � I N � � '�� �\ � i OI'I V2' WAFERBD. DEGKII'16, OI�I 2X RAFTERS W/ REVISED � 1 R-30 BATT 9'ISUL. d POLT vAF'OR BAf��R T7P. i ---- -_ i � `�t � ' i UF C � � , �� . � � 60° TTP_ i lil / �� G,-. �. o i I � , � � �Q' JAAhES D. 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PA J I � i _ -/ � � � I � � I EL. = 90'2" ARGN'L � i �� ,� TM6ER BRAGE ABOVE i i a � � = 8256.17' USGS `r ` ' �i - N _ F�A�S � , , , � ! � � , �A�°a"' 3 ! �T-� X N � . - �- ,2- N ,;. " � � = Lot 1, 4th Filing, i2'B" � I � � l 6i�i� :.�.. 3�2" B� �� PATIO I 5�;/21 I � _ � n � � I - -- - �07n �v G� 2r3^ � � � �}-!/2 � n � P�ERY�TEREVEL 9 SILLGOGK - ���` � � �A� � FLAC�STOI'E � I� '' �' 2 I � . ' � v N I �n �� Vail Valle a � i -� `- , �� ,, I, (SEAL) � = c� 3-V2" ` � _ T 9TL GOL. p FTiDIY STEP � i I c� � g� o' I N ^ N i_ 6�5�� 3�2�� 3�0�� � 2�5�� �o � i � m 4�QX � 24" T �� 2 ° i i � m STL GOL. j = �C,O ,'�> � Q � � � � j � �„ � �� SLID R SD �INTL 9 � � � �� p v �' /� i � �� . X � � �� _ � � �� Q i i � i � 30"X48" � 2'8X6'8 � ' � � 1190n � � _ � B„ v d ,�,� a �/''1�� i � p � ^� � � � - IDIfQEGT �EI'�T � , � , 1 i ,� Mf�(�OR 3- ✓ 2 _ � � � �` ' ' ' �' � � � _ -. �" � � C:O�ORADO F1'IDI�I STEP i LOWER LEVEL m 3 i� .> ''U - � �E?�� ;� 0 I� � -. � j � Fth. 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SEGT10n 1n � 2'11n DATL-IGNT I MAII`I LEVEL BOTTOM DRM'I PIPE � '~ �� F� � � � y I *� BATH 3 TPN �N � I SLI"iP PIT/PL6"IP BELOW OF J If'I FLOOR MAfI'i LVL DRM'f i � � '7 / � S - � 6" Mf'I. BELOW �I � I _ iu-, O ' � �,�, �= �L � `, � � I FOR PERMETER FTIDI'I � Pf'IDI'l DRAIf'i �� � � S� ( TOP OP POOT�'IE, � �i i �� �' isl� � ,� ��\ � �� � � � Cp RE: GML FOR SPEGS. RE: SOILS REPORT � � - , � !;1 r I GG. F�LD �/EWF7 STS. DATLI6�-�ill'IE, I I I � � � /� � �3b �. '8 i �I � � _ L—� � � � �� � � S� (� 4 N � - � - i • — � —� t I I GRAW L SPAGE I I I I b � � 1 ! � • � -- - _ _ � � _ �I�DF�Y �T� 3�48�_ - -� DA1'I}IE,��� I I I I ( `r' TIaRESI-IOLD d WEATI-�RSTRIP "' � � �r MAII'i i tVL. DRAII'I I MAII'I LEVEL FOUf'IDATIOI'IS ABOVE TTP. I I � � � �� � • I � �91" �" - - 10'1-1�2" _ 2'4" 24"X36" AGGESS NATGN II'I FLOOR I I I � � � }� l 4 - - 1 �- � I I � � Q I 2 �� � � / MAlly LEVEL DMAIry L�V{L DRqpy -- -- Fz.O. 24"X36" AGGESS PAl`�L W/ INSUL I I c� I F l'I C J n. 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'� _ I _ � � I �01 I �' � - - 20� — — - ' �' i IyDUGTOR �� � REqWOOD PALLETS ILOOS� ,-�� �' � o � � _ �I I �_ � I�.D d D.S. OV M�DIF�D 61TLMEn f�f�RAI'� \ a - - - — - � „�� � �`, 12 � ` � I � On 3/ e, � P�r.✓oo� A4.1 '2�� � 12" � S`�S L - - - � `ti On TAP�R 2X85 �yj(�t� � � '� ��" �� � I � SIaELF OVER � I 8�6�' O OPEfl TO , • 1'4" 14'5-1,' S�gn � 2� 6ELOW ( GLOSET 6EL0� OPErI TO = - - 0 - - - -� � `� C,TP. 6D. OIY �� � BELOW � I 'Z � � � � � i 3/4" PL7WOOD � � � � � : � on 2xio�s , 42 � '" � 153" - 1� . 25���� Q 6�6n 6�6�� ���6�� ��4n � �; � ����1/2 ' 4' 0 1/2" � � I �,'7" ,���� ; ;`,,, � ,�2„ � „ ' � - �-„�� - � �o�T� � SECOND I-EAD d D.S. _ _ _ - - - 4 - - - - - - - - - - - - - - - - - - - - - �� � „"�` �n ; - - - - - ,.. � N - , FLOOR � � ' UMT SEPERAIIOn W L : 1 LATER 5/B" �� � � ; I �� ,�a � �nPE x� �r� so �A� � �X4 sT�. � �, � � PLANS � q 1 _^ 1° AIR SPAGE, 2X4 S S W/ 1 LATER + �1'0"� � : '/ �1r � � . 5/B" Tl"PE 'X' CTP. 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N Q � o � 4 A3• �EnT�R on RoaF R��,e � ��lMA �� UI II� SCALE : 1/ 4 " = 1 ' O " � 4���� ���6�� 41' ' — - - - - - - - - � O 4 10 � 3p6" 3���n - - - - - - - -- — ' - - - - - - - -- - - - - - 176" — 140 — -- 'i4�On — � — �i�n �-�iQn I �i�Fn 15 2 15' � ��� � �p 5-V2" � 3,9„ 5-1/2" ���° 3�3-�/2n * 4.2, 3�g�� 3�3-�/2n ���n A4'•� � - ARCHNENTURE GROUP 5-V'Zn 5-V2� r - GX6 GORIyER \ D E N V E R " 3'5-5/8" 47-3/4" 3'5-5/8" 6 � - - � _ �Xb POST TTP. o A PflQ�ESSCPIAL CQ4�IX�iATNXJ FQ�i AFCMECRFiE N � � 1529 M4RKET STREEi, SUITE 2� � I I I �' � ,q� - - 2�6� DENVFR. WLQ9AD0 aozoz m O N -- � N 303 - 893 - 5015 1 A4.2 �� ° _ � Q Architecture — � � p4 Interiors �-l;2" 5-1/2" � 5-1/2" 5 ��, � ��� � � p5 � 3 = � 113 0 � � ° 3'3-1%2° 3�9n 3�9" 3'3-V2�� 1�3n l��n 3'S-5/B" 4'1-3/4n �` , �_�. '8�� W L�IN(` � �1 � � Planning — `� - o ROOIvI `D o� ��f , 2�0�� 6�0�� �2�� � Development � �. � ��� i RE: LAI'm`.�GAPE DRWGS. � � FOR WALKS, STAIRS 4X6 POST i AI`ID TERRAGES °-� 116 � � I 18" I$ARTN � 1B" AFF N , � �� � WoRK P� nP. � ,�„�� ; x HUTCHINSON o � ° � . � � " " � m3 � ; ° J '`° ° RESIDENCE _ i F — �, � �o �o - p 2�8� - 3�2�� 3���� - - - 6X6 GORI'�R � I � N •f � - POST TTP. I T�� --��R�DWP TP._ � _ � -_ � ,� N - - - - � , _ - - — � �-� , � I ` _ - - _ - � � Lot 1, 4th Filing, � A � N Ol � r � , _ b�� 2�5� � " � � ; N Vail Vailey 0 � � '' i ' �� N , __ _ ' ' / V I � lD � i � � ' �" 'v � � ' _ u � .� WDO. 9AT SILL � 3'4" AF� L WALL - TOP LEVEL W/ LA A�OVE � � ` ' /� I A3 s��F neove � _ - - -- � -- (TOP OF BAGKSPLASM I 6X L FOR ! \/ 4 =r � ,n V /'1IL� N � , �� , ,� 9�2„ �A �o�E , �, � a3 �„ �� � COLORADO Q5.� TTP. � , � ^ Q , 114-1/2 � 2-1/2 _ - _ I 14 � (36 7/B� N � � �� %` � � -� 2 > _ - 5-1'2" lOT � 10° EA. 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SLA6 01`I E�F�ADE Q (9 �' � �a i � � - — � `° � �� 3_', � �� s-v2^ �a� ° DRN BY JDI�I, MP� � � � 3O , � —� � DATE 5-8-9� � � � � 1llc �'- i t`�' ^�„�'�n ����"�1° � � REVISED �' - '-=� -'�E1 1Q A�' , � , � � � a �- ' SERVIGE S�� � ��V �� o � � ; � SII'iK mss L �I � o � � ��A�R� AC� 2 � ` o � � � - � `D113 � b� uaa on nDe • � I ur� o� oF aaove n�. o I � �: F— SLOPE V4" - " • � I o N I I , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I � ASPI-IALT DRNE I i I I I I i GOI'IG. Ap � � i 100 � i � I i i I � I i i � i i i �a coarr�crir sa r�aaivwnr� war - - - - - - ' I � � ; I o JOB NO. = 90115 \ �6oxea - 5 sec�on Ro��;u� � N I ; wi�suoR RA�DIUS TRAGK ; � � ��o�K FILENAME = HR-lb — — — — N — SHEET �\ `. � ��°J ,' Fl �^1 ' — — �_ ' '_ _ %� — . . . _ _ — _ . . 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E N V E R � A4.1 � � A �:�,� ��„� F� ,,,�„��� I i ' � I l � 1529 M4RKET STREET , SUITE ZOD . � \ �- I I \ I I J I pEryVEA, GL�LOqAW 80202 � / � )�' I 307 - 897 - SOIS RE: LAI'IDSGAPE DRWE,S. / � `i � �+ i , „ , „ `��� , �� I-�AVY TM6ER BRAGE TTP. � � �'�� ! ��� � FOR PATI05, WALKS d STAIRS i � P A T I O� � 24 � � 3 � =� G02 � � A � CI11t �iCtU � �i i i G l � v�� Interiors +---- -- — — - ,n - . n,����� � �� � �� --- - +� / Er 20 � � PLA��TOI'� ��8�� 24� i � � � � �� " � i �DIREGT�VEI'fT N PIalll�llllg = ° - �J II 5-1/2�� � 3 10 5j/ 2 120 r / ' � i - � � —' ' - -�� - - — - - — - � _ ( � i 5-l; 2" �5 f-IREPLAGE � Development � � / � r=� C�03� i i 15'&1/2" ; � � � , r- PURR OuT AROLmD vEl'iT ' — � �_ -1 ' '.� �t° BEDROO�VI Z � _ �� � — �tt STEP � % in sTORA�E RooM �� � � :� � � , �nRPET �, � ! �� - � ASOVE — � A4.�Z I � SILLGOGK � u� `q �m � h�' � � - - —__� e� � � ' � _ ._ _— r� � I � i� � Z D � Q� � I Bn '1- ; , �� �, ^� , LOwER LEVEL o � -m 2� � �n. sT�P o � HUTCHINSON � ,� �Fi—n �Lr?�3 i TP.> _ I-�AV7 TII�'1gER SRAGE A�OVE T'(P. � � PATIO � � � �-i�-� �'" � � � � � _ I ���� 3 � ��� ��� T �-'- - 90'2" �RGML � i `� I ; RESIDENCE r `o * � TM6ER 6RAGE ApOVE — i � I a � = 8256.1 � U�GS `i i ,\ A LAGSTOI� i - ' ,o � .�' - -4 � - /21 i o , GnRPET � 610-T-If�l `� � � $ � - - - D � ' I --� -- - -- � � � z�a�� �'"� �� _ _ � �� ,�� 3�2�� ���� sTOFI�GE � I � PAT10 � � � � I -- '- — - - -' _ ; �, �' � �R�n L�L LOt � 4tr1 FI�IrI SILLGOGK - - J � � _� r'�--� \ - - �- - i FLAGST01� ' i - FnDn. 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O�� � � 2���� i _ (�Q5 �1 � � u . ¢, �� VII'IYL WALL�� � Co � I , GAB. � ,� � ti� =, � '�n I i � h � H F� I �� � 6iARDEI'I LEVEL � N ' ROD & SI-�LF 24" iB 26X66 � SD = �-1/ • I 6�10�2E I .S�u�� O %n � �r � � � - - - -- - �� � _ , — t– - = n _ - PERI`1ETER ♦ - �36 l: B�) 3 � � + o � — �� � - � � FlyDi'i DRAII'I I � � � * _�m 10'3- 1/2" �� �- ! �- ♦ � � �� BIFOL� _ . - - - - - _ - - - - - i � IC-' � - - - � AIL ` � � � a- _ ���'^ L e�� � \ i 2�r - - q,! - - - - - - - � - - - - -I - -_-.2��� - - - - - � - - - - - - - - - — Q3 � cJ � �� I I � N + - - -�\ �- - _ * j I I 1 �1 - - ,n 3 I _ TNRESNOLD & wEATI�RSTRIP i ,� � � � � E-- UP � � � � �L'8>.t � `� %q�� •± 3. ;, _� R&S - i �� � � F1'�f'L WALL BELOW �� 24"X36" AGGE55 PAI'�L � � (36 �/Bl � � � ' '- � I � / I 24"X36" W/ IfYSULATIOn � cn � V� _ , ` :' TF'N KITGI-�I�- J I I AGGESS NATGN II'I STUD WALL � DATLI6d-IT SLOPE 1/4" = 1`0" Mt'I. � Q ` Fli� � � � ' ' ' 24" TG � T WDO. 1�,BOVE I RE: 6DG. 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' „ � : . . .� . . . . . . . . . . : - DRN BY '"1PF , \�, �� � ` • �� � '�� PEDESTRIAi`� REVISED ,-� , 'a '.Ar _ � � _ _ _ � ' S. 1682; ,, ` <9- � � ' ' :� , ; Ei.S�1'IT 30' UTII-ITT EASGMEfYi .� `. �� S. . .� � � � � � \ � � � , : .� ,:� �, _�;: E_,�V. - 8254.Q' ',?�_� ,ti� . � � �� .� � ' � � iJ7.�� � ' ' _ � � � � a. �� � � �+ � � � . � � �� � � � � - — � � or » � � � �+ '-�L, �2, 3�• G�., .,�-MOVE ELEGTRIGAL SWIT 6EA1�� ' / Y;y�� L � � � � � _ '� � � � GO-ORDI�'IATE `�✓,' UT'f E ff'IEER r . '� � �;� ; ' ` � ` ' _ � (I/AlL I/ILLAGE TH/F� FIL�I � ._ , e L 5T0;}� P'�-ASTERS & E^IT?T 6ATE ; � � � or �s - � �� ; ST� �.� Po,�Ee �� oaW�� _ _ ' �� `7 4 �t�TURE B7 0`�/^IER ' � ,;. . � � � - _ _ __ - � (i/AlL I/ILLAGE TH/F� F/LlNC1 � � : . / . - ,-�r � • ;E� �l:^iT � ea croPrAo-n eee nao�"� � � �✓�� , 4, Q � � . 03 fJO. = 9L�1;5 � � F;LENAME = HFi-SITE � �` ��T�-;TT EaS�r�EtiT - - � � S'riEET - - � I �] SlT � � l- A1'1 I L�1 � 0 � � � cA � � : , •. = ir� . �a � t �-� � � - � -- O � .�•i I�i L:J . . . . . .. . . . --- - . ���. . _.._ . . . -. . -- _ _ - — - -- - - — - - TECHNICAL SPECIFICATIONS SITE WORK cV ra � 2renr �'� . J • �. ti , �� � .. ra � ' shalol be peri ; rm. �� �; -� i �� � . . ld : �. � . . � i : ; � , . . . . � . -� . � „ n, CilO(1 � .. ,, ' hrrill �� ll bl�t� �] f ! hB JT8f1d214S SG �Oif ' CdIIGI1S ' �_ f tiiidil d � i .� � ; :.j . � � „ IJ �-. � � � . , � . , lil . �. r ., � _ _ " i- „ i � . . . _ . D � . � � � ! � n ��f �= � ;� � �, ways . State of Colorado , 1986 , except as mod� f �ed below . � Vads in total m� x �c S `�� o '�� � �s1RlES 1 Sr cnon 206 - Excavation and Backf � ll for Structures . - Compressive strength ps� 250 m �nimum — EX/S7. ASPHA[ T Reta �ned strength °6 75 '/o TU BE SAW CU7 u All Work to conform to recommendat � ons made by Koechlem Consulung � Eng � ne?rs , Report No 90 - 12 , dated September 28 , 1990 , including the e . Contracror to provide to the Eng� neer , a job m�x c �mposrtion ;EXl517NG OIRJ OR r _ , � , v: n ; meeung th�s section . Submrttal shall include test� ng results TOPSOiL aREA 6� � suffiaent to show compliance and as a bas� s for in-field density `, i � � � li under or within 5 ' horizontally of the structures , dnveway or testing . Testing shall be under the certification of an . . . . , . _ -� .—�-r r�,_. �— .valls may be constructed from the on-s� te sandy Gay or clayey independent testing laboratory acceptable to the Engme � r � � ; � ' � � , % % sand so� ls excavated from cuts . No cobbles larger than 6 mches � % /' , ; i � ' j� . /�� , � , ' � EXlS7/NCJ or topsoil should be used in any fiil . f , Contracror may use an approved anti -stripp� ng � �Id � t � ve � � /% �� , ��% �'� ,/ - ACCR£GATE i � � � � Br1 SE � �� � or to placing any fill , the area should be stripped of all g . Compaction - 95 % laboratory job mix spec �men � egetation and topsod and the resulting so�l surface scanfied and � � ` SL OPE rR£NCH WALLS cr,mpacted . The depth of topsoil found in the [ est pits was from h . Tack coat reqwred between lifts and on a � � at � tt � ny , id � �' ' FOR SAFE7Y PER ' ro 4 feet . however , greater depths are possible . The topsoil pavement surfaces , unless waived by Engmeer . Tack coat w �li O j ' � � � CURRENT OShIA dr snould be stockpded for use �n landscaping or discarded . be waived between lifts when first litt remains clean and free of " � � � �;� / � % ' � � � COSH. R£OUIREMEN7S road and [raffic dirt , and t h e s e c o n d h f t i s p l a c e d w i t hm 24 h o ur s � � � � r � il should be ptaced �n thm loose lifts and compacted to at least of the f� rst lift . No extra payment w � il be made for tack coat m � \ Q � �n � / �— COMPACTED SEi£CT MATER/AL 30 percent of the modified Procror max � mum dry dens � ty IASTM matenals . � � « � B � � OR CLASS 6 ACGRECATE AS � - � 5571 or 95 percent of the standard Proc :or max � mum dry • � � DETERM/NED BY OWNER W,� iensrty iASTM D- o981 . � . Minimum asphalt depth - 3 " � t la� d after construcuon complete ; , � ' � COMPAC710N DENSITY OF 5 " � f laid pnor to complet� on of s�te grading ard s� te cnncrete 95� PER ASTM D69B � K�r t�° o � � Remainder of s� te fill may be on- site excavated soils . compacted work. � � • 0 90 :% Standard Proctor max �mum dry densi [ y iASTM D- 698 ) . � Do not use boulders laryer than 24 " diameter a Sect � on 604 Sewers , Manholes , inlets and Meter Vauits . `�' CLASS 6 AGCREGATf . � .�otings should be supported by undisturbed natural so�is below a . All work to be done in compliance w �th c �., r - . : , � - �• ; � � � :� r +� . 5 � ' r � �• I O COMPAC/lON TO 95X PER ASTM D698 OR -he topsod . Soils loosened by mach� ne excavauon should be Upper � agle Valley Water and San� tat � cr � � < cr ,_ � � � „ � I 3/4' SCREENED ROCK � leaned from the excavauon pnor to plac�ng concrete for [ h �� - ,' r ' = 3Ci � � J"'�, � ootings . a " Ml�v � - � _ � L "�'�� m, .j � u Pockets of soft soiis may be found m the bottom of the " zcavauons for fooUn s . Where 'sott soils are found . they should 7� PAbEMFNT REPLACEMENT SHALL MEE7 £X/STINC TH/CKNESS AND Ki,ND Wl?H THE ;e remuved to ex ose firm soils and re laced w �th lean concrete FOCLOW/NG M/N/MUMS: ASPHAC r SURFAC/NG = J" MiN. , aGGREGA7E 9.aSE CO!JRSf � P P = B" AI/N. , r compacted sods . The on -srte clayey sand , on- s�[e sandv clay or approved imported granular fiil are acceptable for comoacted 2) BASE COURSE REP[ACEMENT Sl-L4LL MEET EXISrING rHICKNESS Wl7H THE FOCLOwiNG r � ll . The flll should be placed m th� n loose lifts , mo� sture M/N/d�UAIS: AGGREGATE BASE COURSE = 12" AiIN. ond �tioned , and compacted to at teast 95 '�0 of the Modifled J) D/RT / TOPSOIL P1,4CEMENT SHALL AIEEET EXISTING TH/CKNESS AND K/ND wITN Proctor maximum densrty cASTM D - 15571 or 98 °0 or the THE FOLLOW/NG M!N/MUMS. 4 " 70PS0/L . S ; andard Proctor maximum dry density IASTM D - 6981 . 4J SfLEC7 MATER/AC AS FOLLOWS: 6" AIAX/MUAI S/ZE /N TOP 12" OF BACKF/LL . 12" A/AXlMUM S/ZE lN REMA/NDER OF EACKFIL L � � � The foundauon soils contam cobble and boulder s� ze matenal . Removal of cobbles and boulders from the bottom or foo�ing TRENCH CROSS SECT/DN excavaUOns can result � n rough excavauon surfaces . if th� s � ondihon develops during construct, on , the depress� ons m m : t>ottom of the footing excavation can be filied with lean concre � e SCALf : 3/4"'= � '- 0 ' �r compacted fdl . The fill should be placed and compacted � r accordance with recommendauons presented m the preced� n ;; fv0 . vil . v � � � The ex� sung sewer Ime beneath the proposed res�dence �s to ; relocated . The existing sewer hne and fill benpath the residen ; � �� should be removed beneath the budd �ng and at least 5 1ec � outs�de the bwlding . The resulvng excavahon should [�� backfilled in accordance w � th the recommendauons piesented � n the preced � ng No VI ) . : LAYE '! BACKFILI � 12 " NIN . 40TE ' �� � � � E � � Oa � iN SF10U4. p BE A7 LEA9T � a Fill mav be reqwred be�eath the garage floor slabs or � r � 8 INCHEi BEIOW ? OP OF excavat � ons caused bv removal ot cobbles or boulders dunng _ - - - - - - - - poonNo AT THE HIGHEST POINT exeavaUOn Remove all topsoil The fill may cons� s; of on - Srte -- - - - - - -� " _ _ — � � � �io SLOPE DOWNWARD r0 � ciayey sand or sandy clay or approved � mported granular f � ll Nc — =— —_ __ _- - -_ � - POSITIVE aR � VITY OUTLET OR cobhles larger than 6 � nches should be placed � n fill areas . Tt�e — , � ° : To A 3UMP wr+ EaE w � 7EA C � !+ f � ll should be placed in thin loose Irtts , moisture cond � tioned � f — ^ '4 �- 43 needed , and compacted tn at least 90 °�0 of the Modified Proctor '�° r,° � ; , t aE aE �+ ovEO 8r CUMPINp , maximum dry density ( ASTM G 1557 ? or 95 °� of the Standard ,� � � � � Proctor max� mwn dry densrty IASTM D- 698 ' �-� � � '; � s ./� � `� . � � � ' " r. . . � - " : ..� �-� �� i :� �� - - _ � bserve the followu�g precauuons dunng cons*, ruct � on and ; , ' ' I I rr� amtam after construcvon � s complete - ;, � � r _ .-�i. - � ,.�t COLAP4 � ? 'e7 � * I BELOW - 3RI� DE WALI BACKFiLL � ' �� � � U � � lal Wetting or drying of the open toundauon excavat � on /� should be avoided as much as possbie dunny �' � � V` '� COnStf �CtiO� . � '�� ' � � c} -- INSTALL WASHE ] � T � �`' = `- � `- ? � A ' � ��:1�• `•�� � 1 1f2 INCH TO 40 . 4 .; f? AYEL IG , he ground surtace surround � ng tne extenor ct each F � R OACK ° ILl ' � o �� /�� YIITH LES3 ' NA4 J 'i ? ACSIMQ residence should be slopeC tc drain away trom the ,, � ' aECOuuEN '7 � ' i0N5 ) IF � � � y ' HE NO . 200 9 � EVE OR AN � res�dence in all difBCUD�15 WC � BC0�1 �TiBf1(� 8 SIOpe c� t NOTE$ : 1� ' �� t� V � _T A P P q p V E 0 M A 4 U F A C ` �� P, � Q Inast 12 inches in the tirst 10 teet I� ��; � 0 ��� 1 . Founda [ion dram not shown on en ineerin ' ;� ,�� �'� � A � I N A 3 E 5 Y S ' E M . I ' ! Eackfiti around foundat � on walls shoul � be mo� stened and site plan Drain to be la �d on the ent�re ,� �" ✓ -� compacted to at least 90 °�0 oi the Mod � f �eC Proctor per� meter ot all structures . l� OV � ' � " � � � ' y mawmum dry tlens�ty ( ASTM G 15571 or 95 °r� o � the ,., , � . � '.9. .� C � �tandard Proctor dry density iASTM G 698 ; 2 Washed rock to totally wrapped dramage ` _ ' � : tabnc equal to Miraf � 140N ( not shown ) . �'� � ' -: � � J' ' i`! ° ' _ Sect � on 304 � Aggregate Base Course � - 0 Provitle solid ADS pipe irom penmete� drain f - , • , - a �: lass E �eqwred : mmimum depth 4 " to sump in mechanical room at minimum , ' `� 1 'fi -inch grade Prov�de mmimum 45 gallon � t �' � � � � J - � , � c � '� C > �+ E E ' i N G � � _ e � ' � (iberglass or concrete sump below inlet line = o �,� 4 7 A � I 0 N 'N A l (. - o a =_ � u c E , S� : ncn 401 - Plant Mix Pavements Generai __ _ _ _ _ __ _ r ` ^ with removable cover Iminimum 24 " • i N C H p i � r� � - � a + , radmg E or C . maximum aggregate s � ze may br• �, ; intenor dimens� onl . • u i ,� �+ C i s ' U a E ° E '� E T R A T i O H . ? � a F O a A ' E 7 P I P E . � � -.� �-, Asphalt Ce� nent to be AC i C � AST M D 5 » 6 4 Prov�de automatic � ti E O a � i H S H o u L � a =_ L A i �] 0 !+ � s � 0 a E �/j pump , equal to // .�/ . . . . �. � . . 31 , PtOn(:fty RBqu � rt• r � r� �. �� � ti HydrOfTlBtiC GSVI� 17A1 , wlth 1 'i: " qANGIN4 BETWFEN ' / 9 iNGH � YD t ! a � NCH Schedule 40 PvC d� scharge I�ne to � a o a P e a F o o T o F � a � i H . davl�ght Discharge pipe to drain by gravity ' • � � : � ry . Ibs , to dayi� ght when cover is less than 7 ' or be :. C 01 mcr prov�ded w�th weep nole to back dra �n to � �: tota . n , , � sump Purnp installation to be coordmated " a " ' '� � 1 �' � O� ' ' ' ' ' " wrth other electncal and mecharncal trades ' . ' FO UNDA TION DR� lN DETA lL �� "�"� ` � " � SCHMUESER GORDON MEYER INC. � r� r �- � Frlt. � �c -� � � : ��,� ����;, �a �= y� ��d 90 � 2� � � � � 'nLt � ;.�,., T � Y T V r ���'� ���� 1`-� 1��� ,7rown by. ��� � 1001 GRAND A �ENUE, SUITE 2—E C GM �30� 945� 004 CS. COL OR400 81601 �� ��� ����1�� � �1� ���-������ �� T� � oote 4��6�91 � sc,vMUES�,� ASPEN, COL OR.400 (303) 925- 6727 ����C��1 l/ � �I�1� �� � coROON ,��E� � -.1 �(� COLOf��1D0 �Ppr. o� : DWG OF SEWFR M. H. �64 RlM ELEV. = 8262 EO � lNV. ELEV. = 8245. 90 - - _ _ _ _ _ - � - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ ' � � � ` � � , \ \ \ � � CENERAL N07ES � �-1� �u+nw � � �" _ _ - - - - - - - - - -' - - - - ., � 1. ND CRAD/NG SHALL BE DONE _ _ _ _ _ _ - --oo- - - - - � � � ` � � ON TOWN OF VAIL PROPERTY. � °� \ � � � \ � 2. APPLlCAN7 SHALL NOT DAMACf SCALE.' 1 "= 10 � � °p, m � � � ANY l/EGETA rlON OUTSlDE GRADING � � ��p \ � � LIA.fITS DURING CONSTRUCTION. o N � I N � 1 \ � � � ,3. ALL CRAOING AWAY FROM HOUSE SHALL `,-, � I o � \ BE A r MIN. 10: 1 AS PER SOILS REPORT �'1 � I EXISANG CONTOUR (TYP) � � � \ BY KOECHLEIN CONSULTING ENGINEERS, PRO �IDE 1/2 " CNAMFER �`' , \ \ � \ \ � \ � 9/2B/91. JOB ,�90- l2. Q �' E � � 4. SUMP PUMPS ID B£ L OCA rE0 /N MECHANICAL ROOMS. ��'� \ � � \ � 26 � �� �/ \ � � � � � °�� \ � � � \ \ 5 j8 � p2. `�9 \ � \ � � � \ \ \ P POS NTOUR ( 7YF� � \ � �\ \ \ \ \ \ \ 4, o � '<< � , � � � , � � \ Q � O � � � � �� � DIRECTION OF SURFACE DRAINAGE in � TRACT A }� , \ , \ \ � \ `s- END ETAINING WA� W1 TNIN \ � � , � � , � � --� \ � � � °-� 1�" EX/S71NC BO[/LQER � � P4QA05£D SEWER M vHOLE � / 1 v' PIL1� L �E BOULDER PIL � � O DEN07E5 BOULDER R,bf EIF_ V. = B25B. .30 � \�� \ � � � -- 1 \ � Q ' OFF � �'' lN7AC`7� ROCKFALL � � � � � � 6 ° B 3 �� � ��' ltRr /N ELEV. = B245. 48 � ` - - .__� � � �\ PROTECTI \ � \ GROUND GEVEL �.N ��ERT OU r ELEV. = 8245. �8 � B�� g�� e�sz � � eouco� Pi�E � Q � � � � o \ � \ `l. � � ' � ' � 1 \� �A\ � \ �. \ PRO �/ RA /NAGE � � � \ \ � �\ �\ �\ �\ � /. \ /. \ / , � , �{( -� � , LE O(i,�0 WALL \ � \ `� \ / v � � � � \ � :� � ` ?s � • � \ `� \ , h K ., w \� � � 62.� - _ � �'6's \ � � \ .\�82 � � � \ � � -o \ \ �r �' . � � b ✓ � \ � O � \ \ p \ \ ��" \ � i �� o � � \ � � �o \ . oo � � � � � � TRACT A � � � j � App AREN T EMEN 7 � �' \ � \ \ \ \ � o \ �i� � A � \ � � \ \ 4- 2 " H/GN ROCk WALL, ��G/N \ 4 � li \ � PLAL`�MENT D ROCK 3 '` \ 6 � Z N , 11 �PR/MARY RESI �CE \ \ \ \ BELOW PR/ �EW� Y CRA � � � � i � � stoPt� �oM � \ FF C-- 826 \ p � \ , USE M/Nfd-fUM 12 "' DIA . �U� ERS. � �,\ Z No✓S��E�L'i D L O�NER A� = B 56. 0 21 � R \ � _ � � I � � � � � � � � � D/MENSIONING SECT/ON � � J B76a. 5 • .� \ \ � \ � Sc"NFR M. H. y6 \ \ � � C _ -B�oo-' � � � \ ��` � R1M ELEV. = B 58. 1 \ � o !�; ! : E[ : V = 8�45. � � L _ - . � lNS7ALL CbNCRET� \ \ � DESJGN NOTES: � � � � I • \ � RE�IN/NG ALL � �� q /� L � li � ��l h. � I I � � � � I � � l (SE DETA/L�1 \ � � 7. A .�00 PSF UN/FORM ROCKFALL O , � LOADINC WAS ASSUMED. `� �� I \ \ � � � � � \ / \ � � \ �� 2. MAXIMUM 70E PRESSURE = 1970 PSF V Rl7CAL SrEEL � �r , , Q,G �-1� ` - � r- � \ � \ 1' � � \ � \ � � \ � � ,3. PASSI�E EARTN PRESSURE = 250 PSF � !�`5 O 5. 5" OR �'6 � 7. 5" � �:ti � � L 0 T 1 � � RO F L lN£ \ � � � � \ \ \ 4. SLIDING COEFFICIENT = 0. 5 � � � 1 �� � ��- '� , � i, � 0. 3960 .. "ri;A 'ION LINE-- - . i � \` L � \ � � �� HOFIZONTAL STE£L �' � �\ � \ � I `\ J o � � � � 5. EARTH WE/GHT = 110 PCF �4 O �2� �B265. DO �876�. �0 � \ � � � . , nF �°� � �?\\ � � � � � - � � � . � �� � � � � CONS7RUCr10N NOTES: ..-; . , � ,yry,,.,�. :: .� s � � � � GARAGE I / � \ � \ � � � \ p^ ��, �c ,� r � \ ARt A � ( ' ` � r o+e 7� 1 " STFP � � � � 1. CONCRETF SHALL BE J000 PSI. �� � � � � FF = B265. 0 ' - � \ \� `` �- CROUND � F '�E� �-- /� OF Ll \ i � \ � * �-- - � • � � � � \\ 2 STEEL REBAR SHALL BE 40 KSI. . � � ; r , �. � r. ,�F � � � U � _ '� � II a `\ � \� b 192�4 \ � � , \ \\r /. /\ / � /.'��/?�7 -' , . /? jT 49 EL� b'. = B254. 5 W I � � 1 e � ✓ ECEV. = 8244J3 0 \ I � � � \ � ,°� � \ � lNIERT lN� EL£ V. = 82 . B3 � i S NDA Y RES/DEN � � . /� � � \ \� ' � 5 j � � � F = 8266. 0 I 1 - �65 p0 � � � � \ \ � � - LO ER F = B256�J a255. 0 J � -A \ �b , , � ` '� � \ \ \ PROVIDE 1. 5°x.3. 5" KEYWAY � \� � � � % -- �' -1- eaF, aa . �� \ \ � - -- 2"' COVER ' ' - FOUNDA Tl N L lNE / � � • • d� � a , �r, \ � �, o. A� \ � � � . oR � � � ; �� � \ 81�4. 5a � • • � � 2s5. a �� �� � � � i- 12"' HOOK .- -- �5 � 5 5" to: � s� o�F F � \ � �� o-., � � 2" COUER \ \ \ 1 ' ,�'6 � 7. S" GOLF �, � Na�sE��R D � � y �so\ � ��"� � \ 1 3" COVfR � 2" COVER COURSE � � � �- �488 , 0 1 -- \ � � � ` � � ,�5 � 5. 5" OR f'6 � 7. 5"' ,�4 BaRS AS SI-IOWN `��,- n � ° _ � _ �� \ . � 1 � (7 BARS TC� 'Ac) � I\ _ _ _ _ � rn �0 " OFFSET - - � - - - ` _J � \ � \ �,I�B 1 � l � � - -- � � - � -� � � �' `�" ` \ � ' RE/NFORCING SECTION , m �, ` . ;; � � , ,r � , ' - - -- - - - - -- - - � ��, , � "' 1 \ ' � � m� � � �ASPEIV r UNE � � 2 � ��, __'` � r� ^ � . � � ��U - ��. � , , - � � ,b 6 �r Bz�, ', ' CONCRE�TE RETA lNING EB7 � S �- � � ° , * B27 9 PE�ESTR/AN � % , g� 5a. 0 " A `�.S \ ' _"" ` `'- -_ , � 1 \ \ . P� � . • e2» IJ �'�_ � EA EMENT � � � - _ _1 __ ` � ,, � a � W Bz� � � WALL DETAIL °� tl �ir��� k � ��� 155. 19 - - ' S. b ' � - I - - FENCE __ f N QO ' 02 ' 30 �� W � � � � ELEClj7/C� - - - - - \ N. I S. I SW/ TCHG�4lP �/ I I 1 I � � / � / �� EDCE OF PA VE�MEN � 1 S7A. Ot00, MATCH SEWER M. H. ,y61 � 1 p \ � EXIS rING CRADE \ �lrt! FLEV = 825� 76 ,a � "� I / / / , �7 ELEV. 8271. 5f \ '��� ;�. E[ Fc� = B7 3. 96 � � � � v � � � � � � / / � , ' � �'� � i ,�p � � L 0 T 9 7 �'vn�� v'2 i .� cF rHika Fr!. i^� �s) /� ti / /� - ' � � � �- LOT l6 � (6AlL VILLACE 7NlRD F/LING) �- ti � \ `� / � � \ � UPLITY EASEMENT -� � . . . J� - /� Q Vry- � � 45 ' � � \ Z � - - ��'"EE'°S SCHMUESER GORDON MEYER /NC. Lo7' �1 FILINC 4 "B� REYISION DATE By Job 90128 _ S S���oRS SITE 1 1001 CRAND AVENUE SUITE 2-E D�own by: DJC �M (303) 945 f004CS • �°` °�°° 8 ' 6° ' . HUTC�II1�S�1iT RESIDE'NC�' 4%26�91 � PLAN ��r�: �, sc.tiM�ESF� ASPEN, COLORADO (.�03) 925-6727 OF ..� cc��oN ,uEVFn VA IL COL ORAD 0 Appr. by: D ✓VG 1X6 WD SO�F1T W/ L'2" SPAGES �, T�1RN TX6 SO�T� (LEVEL) � ' �P TO FAGW AT � 2 i (45' MITER GORI�RSi 4 ,z � II ARCHNENTURE GROUP Q4•� D E N V E R I A PflC�E�IXJA: CCFPt"YiATKXJ FOH PFKMEC7li� 45 MITER 1529 MqRKE7 STREET, SUITE 200 DENVEi3. CpLQ�tA00 H0202 I303 - H9J - 5015 N Architecture � � Interiors lx wD WRAP On STRL. I-9P & RIDGE BEAMS SLOPED iX6 SOFFIT � . �II'BSN TO MATGN 6X8 TB"�ERS Planning � � - TuRn ix6 soF�T � eVelO(Jt"'flet"lt 1X 'wP `NR�P CN STRL I�P 6EAM5 A�}•`Z � UP TO �AGIA AT EI'iD FIroSN �0 MATGN 6X8 TP"�ERS \45' f"�TER GORI'iERS) � o \ ° HUTCHINSON � 45' MITER ��ED 5�� W, „2" SPAGES � RESIDENCE , , � ' � � � Lot 1, 4th Filing, , . � • � � � � Vail Valley � � 6xB wD. BEAMS TTP. � � A3 VAIL, � COLORADO � , " o s�� v � � w � 0 � � SLOPF - - � GTP- BD. T P. �--- � � F�TP. 6D. TTP. m � � � � ti � (n p � � � � u�i � � N � � N � � �r� ao. TrP. =' N � ti � � m 6X8 WD. SEAMS TTP. � � � � � N `n 5� SLOPE \ m � SLOPE SOFFIT � �ST�--� � S�� � � � � SLOP� aT°. BD. -TF. � � o, � � � — 1X �.JD SLOPE SOFFIT J I ?RU1 TO , �OVER !-0P W 6EAM5 S � SLOPE sLOP - F �, o ° � � N � o o � ,.�W�r., N N l.l�R7. r N � TM :I. � TM ' � GTP eD. I N � Q TP. BD. TTP. � '� Q � o , � I � � '� �,, � W \� �r 1X6 WD SOFFIT W:' 1/2" SPAGES I5� SL_ 0('E � � � DECK � DECK i SLOPE SLOPE / (LEVEL) 1X6 WD SOFFIT W/ 1/2° SPAGE �-- —_—_� (LEVEU • i i � STUGGO ARGH 45" MITER — � � 45' NVTER A4.1 � STUGGO ARGN —' � TUf�h 1X6 SOFFIT —�� SLOPE � TURN lX6 SOFFIT UP TO FAGIA AT �f'ID 5� �-- SL� i4'TMITER GORNERS) (45' MITER GORnERS) � 'L � 1X6 WD SOFFIT W/ V2" SPAGE�' Q /� FOLLOW SLOPE OF ROOF � � Q A4•�' ,, � � � GTP. OD.� � 4XB TIM6ER5 TTP. SECOND �1 -- G7P- f3D. IN7�0 S�ES � , � �� �KY_��,� ���,�TS FLOOR � � REFLECTED I � � , � . -�, CEILING � �` � PLANS �. �Ft . '� s . .Q W yr'O • � Q. .3 ATTIG � • � OPEn c� .p w 0 9,0• sLO� � � �Ras� DANEBY 5-B 91 • �--- o � ee�ow ' �" '3 REVIS . ' ' ' UF �. �;i. '' . RIDGE BEAM TR � �`` r"'`� . . . . . . . . . . . . . RE S L. SLpp� . . . . . . . . . . . . W�' CTP. �,,/RAP . , . . . ��/' �� �J,�1�! 'S '`7 �/ j NORD SLOPED GTP. 6D. —T- lX6 WD SOFFIT W/ 1 ' �. " � ` �_� � � FOLLOW SLOPE OF K '��, . �� � � . _— + I `i��SfD 1�+P���"� � � � �e�� � � I A-rn� w . v � cna.ac�rr sm na�rrvFxn� OPEN . �P J� TO _ �'� FI�LB NAME _ � • SHEET d d � S�GONI�Ai�Y Ul`IIT � , � o � � 1�6 WD SOF�IT W/ V2" SPAGES Q,s}, �OLLOW SLOPE OF ROOF A3. �] �'1�IMA12Y UNIT SCALE : 1 / 4 " = 1 ' O " O 4 10 �] A����VIATIONS � MAT � �IALS U�A�NIG S1'M�O�S � D1�AWING IND� X /aB. And-�or Bdt t-� 8, s. Harden s sea� RAD. Radius � 2'I 1' '� ITEM SCALE F OTI�R SHEET # DESCRIPTION , ARCHNENTURE GROUP THAN SHEET SCALE D E iv v E fx ,aca.s. acastiaau �. Hose eb R Riser �T� ���+ COVER PERSPECTIVE A.C. Air �tioning H.C. Fb9ow Core IRI R�riove � ACOUSTICAL T�E i A r�Ch-E.S9IX�AL �,Q'i'Q9,47KX�J FCR AAC}lfEC'fU�E 1529 M9PoCE? SifiF_ET, SUIiE 20D /�D. Area Drain FDBD. Harc3�oard RB. Rubber Base AO . 1 INDEX � STANDARDS oENVea. co�a3nco aozoz ADJ. Acijacent F�WR Hardware RD. Roof Drain AFF. Above Finished Fbor HM I-biow Nletal RE: Rafer � � � �� �� � ' �� 3 - 6 - I �o . e , o •�y°° a ASPHALT NORTH ARROW C1 CIVIL SITE PLAN Arch�tecture AL akrnirxm Fiowz. i-iorizonta� r��. Rec�.,�ed C2 CIVIL DETAILS 8� SPECIFICATIONS ALT. Atternate HP. Ffi� Point RENF. Reinforcing APPROX Approximate FR Har RFG. Roofing G Q'� �� ' � ° ��d BLOCK, CONCRETE Interiors �at nrct,itecti�rau Frr. Hei9nt r�t Room a o +. ° b i A 1 . 1 ARCHITECTURAL SITE PLAN Planning ASB. Asbestos HTR Heater RO. Rou� Opening ASPH Asphatt RO.W. Ri�t of Way ; , , A . 1 BASEMENT FLOOR PLANS DE; VE�IO �Jt�'leflt ;� / ;, � SCAL_ E : 1 / 4 " = 1 ' O " SHEET SCALE A2 . 2 MAIN LEVEL FLOOR PLANS IB.C. hstaEed by ConVactor A2 . 3 UPPER LEVEL FLOOR PLANS B.&B. Board 8 Batten IB.O. InstaGed by Owner 157 Sealant GRAPHIC SCALE A2 . 4 UPPER REFLECTED CEILING PLANS BD. Board IB.T. InstaOed by Tenant SAC. Susperxled Ac�ustical CeTmg , � ; ; , � �',j �K �E � 4 10 e�oc. Buwng �o. �,side �iameter sB. saasn e� ��` � � � A2 . 5 ROOF PLAN HUTCHINSON BtK. Bbck NSUL. tu�ation sci�D. Scheduie BM BencYxnark NT. tr�teria SECT. Section ,' o ' o ' Bo7. Bott«n �E. hvert F�evation SD. Soap Disperuer po' • o�� ' , ' •� . � CONCRETE �5`e� o�� A3 . 1 FRONT 8� BACK ELEVATIONS BRG Bearing . SF. Square Feet or Foot BENCH MARK A3 . 2 EAST & WEST ELEVATIONS a�r. easen,er�t st-rr. sr,eel A3 . 3 GARAGE ELEVATIONS �fw. .�tor sM. svnaar ,�'6��": ,���� ���;: corvcREr�, �ECa,sr A3 . 4 COURTYARD ELEVATIONS LOt �, 4�1 FIIII1g� .isT. .io�t SND. Sanitary Napkin Disperuer �52�8�'33 SPOT ELEVATION Vail Valley CAB. Cabinet .1T. .lo�t SNR sanitary Napkin Receptade � A4 . 1 BUILDING SECTIONS �C� Ca� SPEC. specircation CoNCRETE, rEFtR,o,zo A4 . 2 BUILDING SECTIONS VAIL� CMU. Canaete Block SQ Sq��re , C.C. Center to Center I4T. Ktc�en S.STL Staayess Stee� (- r'" r 4 HEIGHT ELEVATION A4 . 3 WALL SECTIONS COLOR�O Cl Cast ron S/S Service SirYt �' �_. _ 'Oc�'O" CJP. Cast in Place STA Station �TM A5 . 1 DETAILS & WINDOW SCHEDULE c.�. controi .ioint LAB. Laboratory STD. Standard BUILDING SECTION A6 . 1 SPECIFICATIONS CLG. CeTng LAN1 Laminaleldl STL Steel Co�. co�mn �AV. �avatory STOR storage c�ASS �sma� sca�e� WALL SECTION A6 . 2 SPECIFICATIONS CoNC. Concrete �.L �ive Load STF�. structiaal �- A6 . 3 SPECIFICATIONS COM1 Corciection LT. Li�t SL�SI'. Suspended X . Cot�IT. Continuous L.w.C. Lignt weight Concrete SYM. syrrrrievical - - GLP,ss oarge sca�e� AX.X X. S - 1 ROOF FRAMING PLAN CONSTR Construction C.7. Ceramic Tae � S - 2 SECOND FLOOR FRAMING PLAN n.tas. nnas«ry T. Tread o�, :o ' •o� SFEET RFF�E S - 3 FIRST FLOOR FRAMING PLAN MATL Material T. 8 B. Top & Bottom o 0 004 � �A� � I �� ���E S - 4 FOUNDATION 8� BASEMENT FLOOR FRAMING DA oo�e Acrm9 nnAx nnaxirrxm TB. Towel Bar S- 5 FOUNDATION SECTIONS 8, GENERAL NOTES DBL Dai�le M.C. Med�cine Cabinet T.C. Top of C�rb ��7�p�.� p�� DEPT. Department MECFL Mechanical T & G Ta�gue & Qove GYP9�v1 BOAND �N PLASTFA � N ' DTL Deta� MFR Manufact�rer TEL Telephone E - 1 BASEMENT ELECTRICAL LAYOUT DF. Drinking Faaitain r�tl-i n�amde 7wc Thickness � n I � �.�p pF SECTION CUT E - 2 MAIN LEVEL ELECTRICAL LAYOUT DI,4. Diameter r�. rv6nimim TF�.D. Threshdd � � �� 1 , � � �� , ' ��q7�pN, gq77 � E - 3 UPPER LEVEL ELECTRICAL LAYOUT DN. Down MSC. MsceNaneous T.O.J. Top of .bist ` U � DS. Downspout M.O. Masorry Opening T.OB. Top of Beam DWG Drawing MT� Meeting T.O.C. Top of Corxxete MTL. Metal T.OF. Top ot Footing '� ` . � . " INSULATION. POURED FILL � r - � ` T.OM Top of Masorvy �2 / �t En Each T.OP. Top ot Pavement A7 ` � DETAIL BUBBLE g U�N��A� NOT� S EJ. Expansion Jant IM New TOPO. Topoc,�aphy PJ�.L/+TiON. FiK',D �` � ELEC. F_lectric NLC. Not in Contract TPH ToOat Paper HokJer � - ' � (EJ Existing N.T.S. Not to Scale N Television � SF�ET REFERENCE 1. DO 1'IOT SGALE DRAWIf'IE,S. EL Elevation , No. Miriber Tl'P. Typical ELEVR FJevatw NpM Norc�inal �A-AT�`�. S�� DETA� REFERENCE 2. I'�OTIFI" A.RGLITEGT OF Ahf( pf�hSIOrWL OR OTI-�R DISGREPQI'�GIES �. Enaos�re w.P� No Paint � DETAIL CUT �n �ocur�rrrs PR� To consTr2uc-non EQ Equal �• �f�� � METAL Ilarge scalel 3. F�LD vERIFT FIi'651-J OPEI'91'IGS PRIOR TO MA!'IUFAGTURE AI'Ip/OR EQIP. Equipment U.OI�L Ur�less Otherwise Noted EW. Each Way O.A. Over aE II�ISTALLATIOn OF BULT II'ISTALLED PRODUGTS fTEM REFERENCE EW.C. Electric Water Cooler OBS. Obsc�ae EXTERIOR ELEVATION REFERENCE 4. ALL DGhEn510N5 ARE TO FAGE OF STUD, FAGE OF GONGRETE, Ew-i. Exr,aust o.c. on center iv� veriry METAL (sma0 scaiei 2 & INTERIOR ELEVATION REFERENCE ExP. Expansion OD. Outside Diameter vAR. varies WITHOUT FINISH LEGEND �R FAGE OF MASOhRT UNLESS OTI-�RwISE 1'iOTED. EXT. Exterior OFC. oifice vERr. vertical OH Over Head VEST. Vest�Je � � STONE 5. ALL WORK 54aALL pE If'I GOl'IFORMAI'iGE WITN ALL LOGAL, � WTERIOR ELEVATION VIEW MUIYGIPAL, STATE. AIYD FEDERALL7 APPLIGA6LE GODES. 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'�r„y_ . . . . . - . ,J ' v yt „� , f " , ,. � ... . . . ' " ' .l ,'y�� _ � T n. . ... : `+e�LJ� . _��R"� � . . , . . " . � ` �. .. . . � ::� . �� � �: . . . �!i .�'.���E�Y�����.��Y . . '� .� HUTCHINSON , . :� _ : , ��,,� � .� , ; i �`� . : ,�9.:�.-a.:�. ,,� � „ RESIDEP���,... VAIL , • �'�� `�� ` �� COLORADO ��� � : � � � �- � i :� a; e�-�..� 1 �.tiL, � �'.i ; Ca; rl c:. iI - L I � ci - � � �`�` �` '` � � NORTHWEST � _ �� �, � � � (GOLF COURSEI � � s, � ���� � � �� PERS�' - :TIVE =� �� w � ,�� �K �- -��- -_ - _�-�- . -- � _ - — . , �1 �,.�,.,.""""`� ,� -�,e-. GENERAL NOTES LAND DEStGNS 1 All pinnt merenel shali be pleced m p�ts tu�v�ng u munim�un J�aziut�r o( 1 SU pellcent ol the � �4. A�I luwn arcss clwll receive bl�ugmss sod over a rock-liee, rollul soil. Amend so�i wiU� I " B Y E L L I S O N � � N `� . plonts t�Wl mot ball m coNeiner volume Plud is W be pleccd on a crown uithin tlu pit aod depth ol wmpoxt and till to a l" depth. Proviete for po�ilive drainage. 2% slope minunurt� then 6ecklilie�l awuy frcmn hou.ve. Use rnily sod in gaod, graen, wndiUw. 2. All plani msterial she�I he b�ukfilled with one pert peaunossA mnpost mixture to two ryuts I 5 All planting shiill be competed dunng the twcmel �rowing seexwr, NO planting s6ould occur I � u � ��' B E.A b' L R (� R E E 1. li l �' D topsoil . danng inclem�l or fre�ing westhv. S U I �T F ? _'1 I 16. Landsea Contractor slwll su t and distribu[e t il nnd cam t as nece lo fulfill � ��n�' � � n� ��� R 4 n(1 % I (+ '(� 3 qt all plent tKds, wil mi�ture shall reise a minimum oF four (4) mches above ell other P�nis6 � � Y °� � � ' �e}. rcyuirements lislal bclow Tc�soil ernl wmpost m 6e epproved bv owner or owner rcpre�rntuuvc prior to delivery. Mix topvoil/umipost at a nd�o of l: l , sprwd nt a depth o( 6" P Q gp\ 12 :`1 4_ All shrub hedc anJ tree wells w�ll br mulched w�h �hree (3) incHes shredded tierdwood bm'k to ts�ablish p�Tennial becls and for th� amettded 6ackfill of all rew hees and stwbs. 5canf}' mulch F�RHACG()I75 PLAN7ING BEDS SHAI.L NO"C I2ECEIVE RARK MIJI.CtI e�isung soil s�ulace prwr t� the edd�tion oCtopsoil to fortn an edequace 6ond. For 6nish � \' Oti . COLOR .A DO K I fi?(i COVkiR. grsding. soil surlece shuuhi be u looae moisl surCace. Plentmg should occur within 10 day% of surfe« preparution P O BO`i 2�+ 77 5 . All dwiduous vees nre to be staked witli S foot steel 'T' stakex end guyed witli M 12 gauge, galvunv.ed wire and I -12 inch wide groen nylon trx strnps. I7. Lsndvcape Conhuc:tor �s responsibin Cor lhe laation and prceavation of all utilities {xior to �' �11 L . CO LO RA DO !i I �» !t begwnng wwk. Adjustuunts of plent material due w conflicts with utililies shnll be G. All evergraen and ekc�Juuus treis sl�all be �vided wilh an °emYhen seucer" at its base approved by Ow��a RePrt�entntive or Lendscape Architect. r �u � i ��a9 - 17011 . Sauc�m are m tK �onswcted ha�7ng a minimum shnllow depth ul' four (4) inches. I8. Landscape Contra..tor shall submit the company's wntten da:ument regerding ita pol�cy on �� .� \ � � I i ? i 'la`) - ? ? 1{N - 7. Atl iu:wly plvried trees shall tre rariCed at the Wne uC plaating. Ra�tfecding shall wnsisl of Plant Gunrwllce and Repl:uement to thc (hvna. Each C;uiurmtea shall confam tu the u liquid ti�rm, roat growth stimulator including Vilanun B-2 a�id a slow rdeuse feRiliza minimwn stwulerd ol roplacing +ill materiel induding labur, due to the �icklress or death of a hevmg a wmpovitiun of 14- 13• IU + z^/o �ron. plant (with exceptions� for a p�iod of one-yrar [oll6wing the plant's iretalletion. � \ � 19- It shall be the L.endscape Contrxclrn's responsibility to confirm all design cnte�ie av noced by. 8. That unless nnted tn� the drawmgs a b�- technical specificalions, i�ll plenting beds shall be � , separffiad trom nelive gtuss md sod areav by Ure utalallatiun of IB" r 8" galvan'v'.ed stxl ihe �frawing or teclmicul spacificnt�ons. My Jis�aepanc�s, delaions, additionx, or t � , • edging. Edging shall be tacked in place with 12 inch edging pinx 9paced cwery 40 inches ullcKations to the <trawings or spe�:ifications shall be presented m wrilin8 w the project ( _ 1 , , . \f �im� l.andscape Architect prior to ins�llation. / RE�F�AjI �H ('PTH - 1•IAIN'�Y� I f � S � � \ � �� 20 tluseeRer for�rvative�'B�a• IpP�Pt�ay fw lawn and t�paeiu�ial `bed�and dnp�for all n�e� i � � � K ` . / � � 9. All �Lsturbed areus not spenl�ed (or other plent�ngs aze to be revegetated with aative gress P 8 B P� Y ��� �,raA�T ER`�E PS HvQivE E�RPSSES \ `� ( ` ' � + � aiul witdllower s�d mi� Usr S ounces low gr(w gra� mi� with i - 4 o�mces lakehigh WITH 1'IO SIyNI FIGANT GP�'�� �.lEj GF{ n.(iG�E S � � , � • , � � � � Uxs and shruhc. "Il�is syst� shell be ycheduled wrth an ammoatic 'vrigation control clocic. \ i r � bluid wildll�uner rsu� (flax. gil�a. aster. etc) pa 100(� sy. R to be covered. ��+'IP'( H RE.t �D FoC W I N TER- Stlowc �� �. ) �� � \ t ,� � ` -� � � - � 2I . Wildtlowzr cu�et ereas ure to have 6" soil Jepth removed, rcplaue with 6" topsoil amatded FEmO�E ExT � `y �✓�VER If poS51BLE \ � / . � . �C � 10. Turf food tU-5-5 ar 14-i-i orgnnic fzrtilizer ("kK.h I.awn" Mand or eywvalent) shall be ��� �� • � _} npplicJ m ell new se�ded areas per menufacturer's specifications. w�th onr cuMc yiud com{x�st p¢ 1000 sq. ft. hed area. Irrigntion is to be poPuP spray � > covnr.�ge. / � / ' \ r � � • , �` / �. � i � i ' '`�- � ; M 1 I I All s�i sown ureas ere to l+c IighUy rakrcl m�o th� so�l md gcnerelly moistened. ! � / ( � � ^ < — i � Pp � \ � • �_ - - / / \ � 1 �` � 1\ Mu� al I see�1 sown uruu ����h ?° - ?" of slrau ar huy thnt is fnx of weeds. � ` nA I J� � � / (s �� p ) -ril �'P � �`" � � / � . / . i . \ `� _� ' 13. All 9mw•mulehetl aru�. ,uc in iw Inenili�d wilh ep�xoeed nte;mic t:�ckilicT �t the r,tle ol 12�1 / ` : �hS. F%T ilful � ) �1 � / l � I , o � � � .. , , , � �.: � �, 9' ' �_ / �� r �-. ` k��. 3Q � .�. .. � i V � � � . � � 1a C � � � \ / � . �(�{ �! / - . il ' � � � � � ' � • ` i '� / � y � `�°' � � _ � _ _ - _ � PLANT LEGEND � '' - _j • �'_ a.� �. � � • , � � � .. , � _ - _ � �c,l ,;; �- � . ��� _ ` �T I I S7 •— � � � � � � ^ i, � � _ — F \ ��� " � �` •-� (� O ' / � � _ ��� �� _ - � , , ` — � r� 1 Key Qty Botanical Name Common name Size V"l/ / � �, . ,� � � ! � � � AA 5 Amelanchier alnifolia Saskatoon Serviceberry 4' - 5' B & B � U / 1 I mS • j � � : /`� � _ -n CA 7 Cotoneaster apicul . 'Tom Thumb' Tom Thumb Cran. Cotoneastcr 3 - 5 gal . '� ^ � I � powp 'I � � � ^ � � •" } ` . ` . f ' � � ' \ � LI I8 Lonicera mvolucrata Twinbe�ry Honeysuckle S gal . �/� ...1 A . .--� . ti A . ' ` \ � � / \ � \/ J `v / 5 / r . + r �r FDEN \ ' � � � MS 7 Miscanthus sinensis 'Gracillimus' Maiden Grass 5 gal. � � + �-- F *1 �E� SANr , pFE«R��- 'l ✓/'� PF 15 Potentilla fiuticosa Potentilla, native or 'KathryrtDyke' S gal. �/ �. ]� e �`• • '' . . � '"" ��` ' � � ` f PP 2 Picea pungens Colorado Spruce 10' - 1 l ' � Q � �� ' � �-� � . I . � 1�,'V�+ �— � I PT - Jo.h' PLAGEmENT AS NEcESSAR-Y � . _ �^ . � �^ - P B P � c N / � ` � � � � PP 1 Picea un ens Colorado S ruce 12 - 13' � � i+ � � f---_ f � FoF SNow'�{[ b PRuvr p�oop. r t � � PP 2 Picea pungens Colorado Spruce 14 - 15' � Q s � � '� i - + ' � I : _ - - ' � \ ` PT 3 Populus tremuloides Aspen 3 " cal. single � � v � � ti � / 0. G + � ( � �`y _� � , PT 3 Populus tremu�oides Aspen 3 " cal. clump ^"� . ,.,.i � � � ' RC 8 Rosa x 'Champlaiii, or 'Cuth. Gr.' Double Dk. Red Shrub Rose 5 gal . � � Q " . \ j ^ � • , i . -, ' — � - - ° ' • - °' ' � ' � � 1 " \ 4 / ` \ ✓ f ' RD I l Rubus deliciosus Thimbleberry 5 gal . w ti R" c (90 , � j l ` �6 p� ( / G " - � . � , I , . - • � �KT ��1 �PtH � f� Ewtuv � PI�R� SffE Wu�Y- � . - - --- - --- � l CI x �► LV.Nj A7 N�W � iNiSH �o F.�r+nvF- . �- - - . � � av � A, � , RR 18 Rosa rugosa Pink Rose 5 gal . N ` � � r � y� +_ : ,� � 1 `" SA 13 Salix purpurea 'pendula' Dwarf Arctic Willow 5 gal. �+ � � � � �` - � � — 5 � � I ' . � i SP l4 Sambucus pubens Red-berried Elder 5 gal . � p ,1 ;� ' y • i C� � � , t SF 12 Spiraea 'Froebelii' Froebel Spirea 5 gal . N � � � � b • � , I � ��� SL 17 5piraea 'Little Princess' Little Princess Spirea 5 bal . � � ���-L � q I� � � I G A� �?64 . ,� � , VL I Vibumum lentago Nannyberry Viburnum 5' - 6' B & B � p ' �� � T �' � �w� ' •/� VT 6 Vibumum trilobum 'Compactus' Amer. Compact Cranberrybush 2' - 3' B & B n - � I �� y� lc,� � i ' � I � \ � ! Assorted Perennials � p � ' �� l � 3 � L � � � � / ° ' � � � pT �= � � s'�,� �t�' Replacement Plants" � � � � � � � " , - . � r —- ' � PP 1 Picea pungens Colorado Spruce 12' - 13 ' ; � � % � _ j ;� i, _ ` �� � � PT l Populus tremuloides Aspen 3 " cal . single / / C 5 � � � ;' U�� - . ~ ♦ ' i - . j �'� � PT t Populus tremuloides Aspen 3 " cal. clump SIRD---� �';- C �-- 1 � �i Lv i ` ? yl * these plartts will be used as necessary to replace ones existing on site � � � � i I � � � ; <r �--,;� �, � �' , - � �� , ti� z � �� : .-� �� � - �. ... • � _ � _ 1 � � . �� � o��' , �� PpY ' + _ • �,�, � C� , =L, . I. P. w N �� � �ia�-vEN , } - �, �oc a- � . . � ; � � , , � < � % _ - . � _ r - 70WN OF VAIL R � � 1 _ '� r _ � � u � ,, DESIGN REVIEW / � �, • `� � STAFF APPROVAL ` --� � � �. ���� � � p � (95 � �� � � � „ � � . . � • �� `� �e, � / T � �� � C L � \ 9 � S1. ' I \ � �f'�+� f� \ , � DATE: DATP. pR6 J `�u�MrTTAL Nn7� v� Ey4M�5ES W/ � � ' �I � k \ _ - ' , �x1 'y AsPEn , Rtwo�E FoF s� STAFF: 6RE �� wi�ov���ER 5w,v m�x � �-_ i v � . rf. ww.K , I _1 � . .�_ � REQLAN'� Aj NEW FINKFIED f�aME . �� � � \ � \ s 1 � �f � ��: I _ � - . � I � I � � + / 1 � �!�" • � Rf'.�' ISIONS � WILD ► LDWEF �-� t � � ± - � � _ ��� �I � / c,e.F. PeT " � , : r ,� ' - - .z �� \ /\ , � � �=�� �� `� � �,J� wt � � � �-'� i �/-� � � S � � I � � � ` • _ � i7' i �� 1 � � SF �� . � - - .�"� _ . - � ' • ( � �/ r o + � - �; � � C � 1 }' - � U ` � i �' — \��,, * �4 � � �' � � �� - i- �— 21 � t b I �t D � � , fl' c - �� -- 0 � , . � ' �' � � '1 I , � . , '� �. , �� � o -- � . � ` � — � ,r I5P ` `^ \\_ �— � �' , y ,� � _ ,, � IR f ' � � - + � � � L`L' �t \ R . pFESEf�JE trT' 4 rarENTILI.A . Fi � � � (\y��� 3 5p - — . . . \O . � fi iN G�rt+'+ v/ PoPi11oHAL � �c5 H� �'4 � % � � \ Planting Plan � � R R — � F � I -- i � � P F - -- � ; �` . � � t�, f _ P�SeR�e EXT 't{ Pr�€enM�A�4 � ` � ■ � , . I I' P — � _ itiI t�; � I � 1 - . L _ . - �9x: e1F � _ - - - a / � � � + i + �i ` _ . ti , �.i —_�='� + . /�, �— �, � , i u � PF * � � \,� �, � �.} ` r , ��� � \ . + `t '_�;�' . �, /( " .� T• ` / � i� , i ,� � � w. _ _ � � ' - , �—� � , . � � .. A.l �/ � _ `' � �t ' � G IZL + � � � . � � •� ' 'Y"� � i � n�r� _�_ ' J • � � G � � . . � � . , � ' . A� �-�i., ; 7 ` G � - � . � . ��j ' . . / `\ ��\ �./"1 �\� + � r��- � ` �\ R ' - . � _ � - A ' . . �� � � � �� �� ', I / � I � ���� 1� � — 3 R P- t�- , t � � �'� �l l� ` V �- i � ���i � v0 ��Q � � '� � ; " �+ ' - � �� `� � _ North �` ��' � z I r `� `J r—. �0� ' F= ,qti. a .� �r � n°tF : , f /C _ ' _ �LpCG G�SES �.ND TNIW�RLEbEFCY IM ��- �t�� 1 � � IIr�: I � . � • — . F ��LD paR �*�� OF l�LOR hND HATrvE 1 `. Io 1 �/ . % � � FEEL . �K� Tc T£2vhINA7E `�', F. u3� PC'f i � _ � � � , - � ' �M� - FJ-T'E� FIA"� I � E FtID 1b AGCENr � ?RN�ISITIoH '�p rIAT IvE , r ' � . - � � . . ,_� � `;<�' � � ' � ti —RFp��E bx'(' q `�f'PUCE IN P�a / PR� UI t l �vi ' � 11 { I H FEm��k. �'1�T��! ShRJtf. �, �` . �_ `_� - - _ . �_ _ � I.cNDIT� oN Ip Noj SF�owIHq SIc�HS OF E��/f+-I . ,/ � �jRuwIHE� AT BPSE OF - - �+-� } lIg» = 1 � — Oo� �l'Al . f ' I�N�� Po�,Ts. - —_ _ . - - � I y - - - - - - - - - L. _ 2 I I hp-1 I + til �lil' 1 '� � < P —�� � - LAND DESICNS � Bl ' ELLISON , INC. � � �� i �� BEAVER CREEI� B �_\' D SI; ITE ??U � VOV' . COLORADO Rlr,?n f O f�O � � ? cy 1 \ ( 1\ ( Ol ORADO 1tIl�?( i P O BO \ _'t, i7 � � IL . COLORADO Xl �rx � )� � ; i ')JV - 17Uu f .�\ S i � (I : � �IJ `i - : '%N (' � i _ - 1 � ' 1 �''• ` \ 1 , , - � , ' l /` �� � v� . . � '1 / \ , C \ �' 0a,h ��mc�� �7 �q b�vLDE ¢ iP Pov; ir� \ , • � � J.` L / 1 � / e � � � � , i > � t_ / � � > — � K/ P� � � • \ � � \ / '\ `I � �T J � �� _ 1 _ � � `_ � ` � � � / � i� - � � � � l , � , ; , - j � s '/ � , � �, r , � . � � � �' . _ � � � � � ' � �. — �-- � � � � � � r _ / � � , � , - , .� . � � � -� , , , � , / / ` _ ♦ `�' � �� �.... \ i� ,', ��; v , � i � � - � � ' � �. ✓� �0 {• r / � � f � � , ♦ � r � � � � - - _ _ l- -. J► \ � � � � .` / i / ��: � _ _ _ _ - ` , _ _ � • ; � /��� J` � . , . , � `' , �'�yp,,�-�� �'� � / S l. � , , � . �'R� � � l � �� � � � - _ �� �� _ � � .� _ � �° ` T / � � + i'�� ( � � � �' . ♦ . _ /� � �- . •! � � 3-• / �\ �. ' � � ' l � i' _ , U o � � - - - � ' _`� � o � � � U a � � �-��_ � '� � �, o r : � TR�^'t�� �n7ioN vKTANCes foF ' � f ' . � 7EeRAC.e u�YO� � ` ��1� T GEHTCFPciNT; . ` � � � � r ( ` + q , ���� , "� � . 7 FWP6 SHMt ! SILE IH � ` ~ � ' . � � Q� � � � „ P ���D wiTH �i.NOS�e.PL r.teer{ , � _ � � tERFACe � : + � . � � � � , + � 1 � / �� A I � Io . 4 ' , e • I � i � , 5 ' , \\ � � � � � � �—� / '� • i.��, ' ' S, ( ���ToNG �wL . NUff % TCLP-l+GES AMV � .� . �,. . . . . .\ � � g `� � � � ' v � i Co„HE�P*� P�THS BT OTHCP-S, q�� f . � � / �°Ib.4� - _ � � 1 SI�iiD � St7 oH C�Fo�oE PFE ani�[,p gy . —� f . . � � \ � ^� � . 1 e LnHO DES�e�NS . vSE 'f14tIT JaN75 �/�° f/ t ✓ � � � 'f � ti � _ '�..., 1 MAT , WRfi H� qFuvN �C4VEfiy 6Ejw£EH . \ . ` . �i � ` \ \. `J r� � � / 1 I \\ �' ` \ fI ` ' I � 1 _ p tKE ILRFlqvtAR EDF{E ALaNe� SIDES. � - - ..- � . — � � „K� � PR65EC�E ExT 'q novR 5166 HEI4HTS . a � , A/ ` \V � / �\ l = I RuviDE SfluoTH TFAMSITIOH FWM AlL a J � ,+ 1 V/ CI� �. `� ' � I i �'T ��j Sop-pAC.ES �o iIEW SJFfALG . � � � � O1 . 11" 74. i�PAV�I , wRAP\ b �W.I (�EftaE A�J 5 os ' � j ������ � iH PII.TER Fr+Dilo � �� oo jn T E Dry S17E A�I. FLnt�SfrnE � �\�� VIAh� E FvF R! • t1�iE . Exu.vqTE TERRac � L, O �� � C� FII�Re.J '�o b" W�DT�{ A�, � ��i APEP4 10 coMp�cT huatt6F� }� - / `NR FA[�E w � �t PEKx � � �iN�< f� GL . SEE ,�e pwvosE� \! I►'�'� N PiPe nr tm . < � NeD Rp, � T�E PeRE P � pt Tb SotID � � � �J ,, . , i ! ' PIPG �yt�.q,� �e.wH , bo.Yllys{t � ^ R' � TE � l . ' , , � 6Elow �ouLDfFS . � �� R-Fat E Z � 'ti� ti/ � 6 • 1 = IZ ' , c z = � ' � � -L -F i Il � f_, � � \ � ! � � �� SE1 or� So.Hn �EVEU GovcSE , i .�°i..ii� �.t , ,- � I � r <�J � — — + — '� �' • � I /� - z ���.ys-�yE [� r��� � /� I . � — - �! 1 . � I �H 4EkF�EE DKriMrfO�� C • � ^� \ ry,AI � ' .---�—�- _ ��'_' .3u - ` / � ♦ EfXtE �iG'rwEEN FLA � � r^'� �' � /- - �, / � � P.�Mi AnD iI.� T�NE M O�� — � � f � I - > ;i \ ~`-D`�TC . di G'8✓ ��o (aR.A�kL °� � ,� ( 4r•RD6.N . Jo1MTi iH vy,,.M � _ I • 10 6E cor�c�sren „ . JD � Q _a.S��4s� ! M � N . � IIII, IIII � IIII � NII�U� I ��'— — --�' r 3 , � �. - - � �, bl . �n JoiNTS i11 n �� �(�� I - � y� � III : ExGO�vnTE T° ComPAaTE� 4 ao� aT ��� nnx. + � I ~ 0 FLM:�;T°TIE %E�ES Ta N£ HiH�I� �� � � - _ i !II � SUFifjRPDE � (o" W11HItMVW1 12oSqy , SET oN Ej¢nDE , ., � � Q�E.Firl WaY �nFYI � � SPHb - S � T � � o, l� STorlf TER � ACE / -. . 7ERRACG j : � � � �•~ , ( �� ' � . I D • 3 : i3. 5 ' i L � 3 : v. S � \_ / � \ � � ` � ' ( (95.�� � � � 6oU�Pe�Z. RErniH��t '�S� - 4' � � �Cr� J � , , ` i �' � � � � 1 r{ eiyHr , sa7 ir+To Ex7 'a atRn. ' `� � � � 3 �� � 70WN OF VAIL ; �' ��' � ' � '��„� �� � DESIGN REVIEW ! � �.� � STAFF APPROVAL � + � ` } . Uart g JoNE 99 =*T '°' / 'Cj`± v�m� ve exT 'h e.5� (i) Puv� Sr�E �H � � �1 DATE: 6 / � r / s S eRA SV6w� l T T� L �� � �.SPEN SAFE LUG W( p�qH'( GuR. + i \ � �� E A710N . EvAW E �_ -- � B(LEfJT cr.c,) I lv� ' 78C�m HEAL1H ; pEPLnNT �`1 MEw ` � i� � "' + J � � �INKrI�p (aRnDE �F �iABLE , IF No , . I � � �J wiTH NEW A',PEH o� 5� �� �� 511E E.Np � ' _ / � � ��� p Du NoT Sv.vE Tr1E Ex • f' \ � � t 'q ASPEN , T ��E % ' �ay � �'` ti � � � STAFF: RE�' ISIO '� S n , ,( , ( t „ � + �� 1 �r • *t - • t l � � � V �� � 7 �� � �I> > i . � � } � � + ��� , � � �n ��` � � � — �, �, .� � � �� < �� t � E- 1u soo � �r�� ' � �^ ' � � � n�� � , '� �1 � R` � TERFhLE � : � �` /� � INTo HvuLDERS , i � � � F . � _ �o ' ,:S u ; � y � � 9 9 • i.s � i. 1 C 's � w � • �"�• , + � � � ;, m��� EXi'� ga�tDCRS --� � � � i � � Site P ( an <JFFoJryDINL� LAtd� E 1�I.DF.R� \ � \ \ � i1SE ELSEwHk►.� oH S� + ( �. �01.� � . � � ' + + �' `+ IV � i" � * �- � � A + � , �� � C1a3 + L � �, � � ,� � � ' 1 � � 1 l',� �lei ' . i _ � � C t � � � � , lol,� ��� - s > � _� � � � * ( 1 _- � -- � Sb � ' O . 1 � �� ..,�V � � _ � �.} � �' � � � looT �' ; � � / ` d --� � Ih\ � + � � '1�,5 ' L;U r . T. � �' t` � � � � 1�/� ��- � �,� � - _ � TiE �#W 6oU�DER KET��NIl� IN — � `� � °I'It � + °I8 v� 0C�0,F+ �•� `'J ; � �1 S 1E ExT !� LA{L�E Eu��OERS oN \ � LJ`'� �C � �- � � .9t. � �) i � � � � � + - , � , . \ � i j � �-- }�pVLDER � A North A►PF+�t GDgE Of �KT 'C� LAHM —� i � �MI� 13vILD SrEPS Fwo PrT,�T� n TcH SE 'v�ieT v I T t� - - / � Ey1 �q e•T uPPC� iTE yot nf HvVSE . -- - - __�_ �� � Ap.��ST LhYOUT OF STEP`� AS MGGESS�'{ -- -- ,�,,— - - �- - �" � 1� 7�E inTu f�enaE /�nD 'W aevT ew�ngRS . - - 9RE'.EFvE ' XTq ASPEN F SPR��E . � PR� �JFt � I til ' 41Is1 R — — � — — SCAI _ I ` — 1 �0�� = 1 � — Qoe " �IIII I _ �- ' � . i �� � LAND DESIGNS PLANT LEGEND BY ELLISON , � �vc . -- - - _ - - - - - - - - - - - - - - — - 100 W . BEAVER CREEK BLVD. Symbol Botanical Namr Common Name Quantity Size SUITE 220 ,4VON . COLORADO R 1620 PP Picea Pungens Col�xado S�uuce 5 6 - 8 ft . P o aox iz��� Existirlg bike path _._. avorr. co�oRn�o si6zo CR Cornus Redosier Redtwig [ h +gwood 10 5 gallon P.o. Aox z�,�� � VAIL. COLORADO RIG58 SF Spirea B . ' Froebelii ' Froebel Spirea 5 5 gallon (303 ) 949 - 1700 � � FAX : (303 ) 949 - 32RR LI Lonicera Involucrata Twinberry Honeysuckle 9 5 gallon ' r� Assorted Perennials � � � � � � � . � , - o w � . - �`� ��� W a �- � ' `� ~'.`1a� °� I . � / �� � a I , o i�-I��'G� ��� ��.�i�.�,i,�.� '� � ' Z 0 • J � , , W � � � � � , � 0 - Property Line � Existing mitiga ion ; � ' N Q � �� site wall ��� � � � � � . . . � � �� - o > ' � New modular paved driveway ---� � _ � � � ' " � ,r with snowmelt system 0 � � 1 Setback � 0 - - 3 /PP " ,'� ' \ � \\ - - I I_ � � � � � � � Proposed boiler � � � � � . � , ' . � � � � • � � � ', . t � `b � � J a � y�� �.�.� � OC3tlOtl o � � ; � �;: • � . � - ` ` � � � - - 2 � � �� i o �7DI �--�if� � ��� � . � � . . . � � � �, I -; • �i � . , � , �t''' �—�;; '� - ' Y ' ' � �' . : Proposed entry walk W � Proposed _ ✓ ' 1 /PP J u� �\ ` �� . . . � . . � (see layout L, 1 •� 1 ) _ � � :'' recirculating �" ,. . �• p water feature r� 1 /PP ��- . . � � � . . p� �, '`� ; . - � � -- � '� 10 CR • � = � . - , � � ��`�;� � � � � � � , _ � _ � ` � � , ''`' � � " � " - -- 3' - 2" ' - a " � � � . � • - � � ' ' . � , . � ' - �' � � ` � Curr. ent boiler �Q � � .�= x IY�PRONEO8YTFIE i Buff colored sandstone , � . , . , . \` , �� ; , � � � �;� , � � . tocation � � � N � � �� , � random set to infill . Existing o � • , - , , . , PI'AIM�NIO�� ; , ! „ � Aspen . � � . ;`� ' � � � � � . . \;�� ,, set over 4 slab .I . � � , i • \ / � r � � . < . , . � . . . Exishng Aspen � �/8/46 � � % o � o ,� , � � � -° --• `i• . � ' � ` , � ' .� ^ � , q ', . - � ;-�---�xi�ting 13 ' Spru�e � .o � l� . � ., �. � � � � � \ � i DnTF - �:, � 1 \ , • � ' , . . , � . . � � � � / I \ � ( �\ � � ., ' , � • , � � �� d �� � � � i �� � REVISIONS � �'� �0 � �I�o � � � � � � '` � � Additional boulder � �'� �� � ��, � � � � � � � � � I - � [� . ;� . / = . , , , e ° , , _ , retair�ing wall ( + /- 2 ' height) J � , - � � Bluegrass — ; � � � �' - , . , . . . . . . , �; , \ � , , , �' , � • - - - �i Mortar joint — 3�� 9 / LI • � : �- L- ower . . ` _ __ ` � Pond � � �, � - � Proposed dry stack \' � � . � , � . � ' � � � �nx' �' � � ; : , o . - � r �\ ; � �,��, �i'' . � stone garden wa❑ _ , � �1 \ � - , , , � . � / ] o _ , ',,� . . . ;,� .' ; ) .� � -;%� v i �- �' 'L� � Buff colored - ' ' 1 � � - � . � � �� "�� _ � � �� � . - � � - _ � ;-�` Y I �, � -� �--� ; , ' . . sandstone squares �' - � ) , � � � ��� � , �' _ /: . � . < � ���=- ;=�� � �� _ , , - : . set over 4 " slab � -- , ; ,� . , � � �I _ ` , ./ -- - . . ;�� � . � � - - � � a ' I . � - . . . . . - . - � . % ( � . .� . • , . . � . . /_, ..� � �" , � ti ' � . .. . � ,. � . . � \. � � ; ( ; . � , u _ � - . . Sheet , , � � � �. • � � � — , i_-'' , . (� , ' , , ,� ; � , . , , � . v �-, ; ; , � , 1 � . ; L , , ' , i ; / i � �1 � � % . . � i/ i � 2 � / , � � 0 . . / � i � - l � , i - , , / � � , �� ' , Proposed garden , ,_ ,, /��j�; �/, , ; �/ ,� ,� � : , steps with _ `� - 5 / SF Proposed stepping � ' ` , � � � drain s stem ��� y � stones through turf �� , , � PRUIfiC�l NUMRh:R �. �� � �: � �l� . Q ; ,� � � �� i� scnl.E T � Entr Walk Layout s, ��:,:. r scale : 1 " = 1 ' - 0 " LAND DESIGNS PLANT LEGEND BY ELLISON , � NC . - - -- - - - -- - - - __ ---- - -- IOUW . BEAVERCREEKBLVD . Symbol Botanical Naine Cummon Name Quantity Size su � Te zzo AVON. COLORADO 81620 PP Picea Pungens Coioradc� S;xuce S E) - H fL . P O BOX 12i9 Existing bike path _ , _ avoN . coLORnDO xir,zo CR Cornus Redosier Redlwig ik►gwood 10 5 gallon P o Box z�,�� VAIL, COLORADO S lG>8 SF 5pirea B . ' Froebelii ' Froebel Spirea 5 5 gallon ��o� � ��a�� _ i �oo F.a �_ i ; o? � �,an _ ; �xs LI Lonicera Involucrata Twinberry Honeysuckle 9 5 galfon ,���� Assorted Perennials � � ' - 0 �d3NMl'Id ' � ' , W � , a :�.ya �; ;,�:�� °'� - v a ��u.��r��c�+� � � �I��-1 _ � - 0 !� }�-~c, �x'(� � J OHV08 M31A3d NJIS30 W 0 IIVA �ONM01 � , . ,��• � � 3�u �e a3noaddv °'' b� g � ; a Ll . � � . . . . . ,�� � , ' � J Property Line Existing m �tigation , � _�' � Existing boutder retaining wa�i (� Q site wall - � Existing Spr __ ' . W � � �" i= m'� ` � �' � � � New modular paved driveway � W \ ' % � G�" � ' with snowmelt system � � - 3 �pp \ 15 ' Setback � 0 -� � � ' � � � � �y � , �� . Existing Aspen Q � ;; �" � ' � W , : � Proposed i � ° - ;�, ' � � � ' � � � � ' , ' �� ��, � � J � � � ocation �' ! � _� � ,�. � . " � � - ' _ � � �DI ►-�.� � � �., . . . . '. _ � , � � . � � � Y � ' I -r �- � � � � � � � %' � : Proposed entry walk (V �1 ,� .�;" � �� � � - � . Proposed \'��� ° u�' `� _ ` . . . . � � (see layout L, 1 •� 1 ) _ � recirculating � ; 1 /PP ` ' `�� � . � � �. � � �. , 1 /PP � � ��. � y - . � . � . � � water feature � � - '�'� � � ;'- � _ � � � � - - - - � �, , �- y � , ., � �� , ���� �� � . � ��� � �� � _ ��, ��� - 10 CR - - � � � , ,- . , . /; � k � R _ti ' - V ll __� '�� _ �/� _ 1 . 4 . . . � �� . ' / _ . . . V � � '� ' " � " --: � urr. ent boil 'er .J Q � � � s Buff colored sandsto�ie �l . ,'. � : , . � �j� r \ / � ' � `� � location ,--�� random set to infill . Existin ° . ; , l�� , g ° � ; . � , � . �� ` \ set over 4 " slab As en ` P ' � ' l . \ / ' . ,' ' , , . . . r ' ° Existing Aspen �` � y ` � ' , o � \ � ^ DATI=. : � : � A ° • ' _� � : 'Existing 13 ' Spruce � o ' �� `, . � . . � � � � � �� \ . � , . Y I I � � �� � , \\ . � � ,' : , � � � J REVfS �ONS ` � " � ., j _ - , � . Addrtional boulder . , �-�- � . , : ,: '7 I - q (o , ° , , �, retaii�ing wall ( + /- 2 ' height) . ' � _ -� � � Bluegrass - ' . ; �_ , . . , . � . � ' _ , 9 /LI - � ' � ` Lower � � - , Mortar joint — 3�+ . . � � ' - , � . �'��---� Proposed dry stack � , . . Pond _ --� ; ; . stone garden wall \ ;•� ; ` � '�` - � � � o � � � � � ; . � ° _ . �;' � � � - � x; ' �==_; , � � � , . _ �--7.�' � Buff colored ��� - %� � � � _ � ' ������"�;- � � , ' _ , _ ; �_ ����1� � : � sandstone squares -_ ,> � . . . � � ; � � ` , . . � . � �_ _ ��-� ; � _ _ � � , � : : set over 4 " slab a ' `� � `�` } '- _' �, . _ r • .- ` � � - � , � � ,� , - _ r _ � : � � Sheet . �� - " �r �f �.� � • � , , � _ � � � �� ��-� � � • � � � . � � �� _ ; q_ � � � , � � � , ,-�� � L1 � . � � ; � �„ - , � � � ,, � � : � �. ° , Proposed gardeu --_� , , _ . , , , �; - - — r,; � ,, , � .- - steps with _ � �`- 5 / SF Proposed stepping �� � � � �� , drain s stem �' ;� y � - ' stones through turf �� , ` PRUJI-:CT M1Mt3F.R ' � �� Existing Spruce � � ,�v . `� ,cni . i: '' _ Existing Aspen Entr Walk La OUt �F � i � 1 L1 — - - - -- - - scale : 1 " = 1 ' - 0 " pYl Q ��, . . . �. a , Q y Q�Q�� �n �'� •:o � � Q m U ' �' rn � o v _ • � W � ; �;� � oW 7' '•, b > °'�1 �` Specifications 2 ': 'Y ° � ��o`",� � � • ' s,� � All co�crote to ottain o comproreive atrength of 3000 psi in 28 days. ''-; O C7 � All reiniorcing baro to be Grede 60. � c0 iii � � I � � �� , � � � � � �5 � Q o/e _ __ . .. � hl � � � � O � � 0 � « m 'j t �5 � tY' o/c � • � 1/Q" mabAd 1" bv /� OO m f�p Va" Pw b qt a . O Q �Wa��d�Rxk ' �� � , � O � O �6 Oowi � Q" o/c � 00 O Q � � � aO O � �e • a• �� � � .� o�.r • v�• �� � Each rroy � O rp -- � Q Ib � b - a � I 1 � '" • • • � � - !. Dln pwfaaNd PVC � � UAi h ( ■ � wc��0 mck N ad IM k�Lrlc, DN� b doy�l. I � I �S cmNxia� - — - - — � 7'- 4,� 8„ 8� � � - - — �` = � � Mitlgation Wall Section � $ yr . r�a� . �w � wd � � O > Generol Notes �' +- � �► ����_, � o This etrvcturo hae been dssiqned to meet the requirements of the 1991 � � �v�w vp+� , � �S K 2�" dori � 17' o/c S Uniform �uilding Code with am�ndments as adapted by the Town of Vail . b„�, �, �P � � a.- � All ommiesiona or conflicta between vorioua slemente of the working drowinye �� �, �� � \ � � and/or apecificotiona shall be brought to the att�ntion of the Structural � �° � o ;� � Enqinesr be}ors procsedinq with any work ao involved. The Generi Controctor � . � shall vaify oll dimsn�ions ond conditione at the job aite a�d shall be � � e � �i � � r q pon�i ble t or th s me an e, metho d a, techni que t, a e q u e ncea an d p r o c s d ur e e � / U ossociotsd with thie projsct. Furthermore, he aholl be responsible tor � / � � � coordinotion ot all work ond materiale including those fumished by sub- � � / � s truc tion p haee to mo ke t he j o b ei te inapec tions necessory to con f irm tho t the �' � / p. (� controcton. Ths Structural En9inser shall be contocted durin9 the con-• ` .\ � / o , � , � � octual fiNd conditione ore cona�stent with the de�iqn oasumptiona and thot th• �, � � / q � Q '� conttruction is prxesdinq occording to the plana o�d specificotiona. � Q N > O., � � Liv� Loods U ��d in D�si9n: \ / Loterol 300 psf � � Eorthquake Zon• I UBC �` t �nd 80 mph, E�oeure 8 Dat� 1C)-7-96 This atructurs haa been Cssignsd to reaiat a loteral force of 300 pef irom the pr�, BY � South . Nick Lampirie, PHD eholl be contracted to review this criteria and approve thia de�ipn. Ch�ck�d By. TWb R�vwor� J-1S-97 ' , tl i n �� . �-� Sl � , _ _ _ . _ _ �.C'{ .-�L�1^�:^TG� ^�3',^T�SIG"'�.�..1��[�-'ta1C=l� � . .. _ , .. � � .._ . " . ' . . . . . � -l-R��?s�ri..'s.si�n1w�i .�c.s� '�!4?-,+w��+?�c=sc-�_.�. � .r�. r -_ . . . . . � �s'�l^�:, f�� .°"".T^��`]'1.^ .� �_�`P'�I"�_C _rT. —=T _.r _�^-r.��: �_Trr'^,�s. -..�,T�rr, --v,r_ _ . ir n� . _ --�-eT . _ - ..- - ._ . . � _ _" . . . . , _ �-_. ._ .'�_. _' _ SURUEYOR' S STHTEMENT � I hereby certiiy that I haue surueyed the existing aualanche wall and haue calculated the mathematical ties oi the propased mitigation Wa ��. They are as shown hereon. L OT � , U A I L U A L L E Y F 0 U RTH F 1 L I N G ,,,,,,,,,,,,,,,.,,,,.,, C ;�o eECrrrF °�-, • ,�. �, Date : ° S - ' m - 47 �'��� �,.... . ... ",9 . �-, SITE PLRN FOR Leland Lechner PL�2��6 - ; � ; � ; 506 � �= = PROPOSED RUflLHNCHE MITIGRTION WRLL fiND BOILER RELOCHTION -, . = ,��,f,;•• .•.`� _ , '. `° ��t r� „ " . � . � / � � , � ' '� ���" "s ; � � / � .�KIS7 i�1G i � � J � � _�7�2uC -rCi�� � / � � / } a Q � � i mLL. 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II � I ` � � Ca � E I = I C.� - -- - � UL - DE - 5AC ; SITEPLAN � � -- - - � _ _ ____ _ � � - -___ - - � _ _ � ` - � i 7- 27 - 9B � TOWN OF VAIL I DESIGN REVIEW STAFF APPROVAL I � DATE: � `� �� � , t - _ � - - - __ _ _ -� � - �_ — ��_—�— STAFF: � � i V � I � I i ^ i � N ; �J � ! � . � �� � .� ' ' ' ' � ,z � M � . � �'�� HA � L FAMILY O 6 � � � A -� ROOM ; r� � � ,o� � p I � � � � � � � � N � p� � � C.J O � i v v� C � O I � � � r ' /� �� O `� C� � � \ / ' y � o � � - � o � ` `, \ �� ; �v i � � i i �J -- -- ? — — — � QC � , � " , � , , , � � . , � A � � GAMERG � M � — — — — -- — — - 2 ' �� �� � � � � A-2 � � ; � Ntw � ; � � �, C� � � OFFICE REINSTALL � wirvDOw � � � -! ( 2NG FtC, C R ) � - - - - - - FROM SC . , � � I 3°� `� ELEVAT � ON � � A o0 � w o � I � � � - i � � : � � . � ; � � � � F L00 � PLAN ' �' ^ ti �-�~ � _ � u • � Q � _ SCAI_ _ - / ,�CN � . I � ti ; '� � � � , ; � o� ! AC i , � � A - 1 _ __ _ _ _ � _ _ ____ _ __ _ _ __ _l____ -:! . _ - _ _ . _' . � . _ . . �. ------- ��---------� "-T- TOWN OF VAIL __`- ----- DESIGN REVIEW � STAFF APPROVAL DATE: � ' �a-`?g � � STAFF: - i REMOVE TRU �S / � � ; / � 1 ♦ % Y j � y " • � � /� "!/ 2*i Ij \\\\ � I � , �1^y �\ j/� � i � w � i � � I D OOR TO G ARAGE � I • � � � � v � � � v � � I � � � o 0 � � °' � � � � ` I 9 � �`� � � � � � ° � � i � � � � U o i� AM � ri �`, � M I I � � � � ❑ � > � _ _ ! � � � � rr� N y � � � O � - ------ __ _ --- - -� ----! - -- � � - — O � o T � - - - -- - __ � �N � ST ELEVATION ►� , - 2 � � ��� - - - - � �--- • � S `CTI � N I QC � � 2, '� ,� , SC /� �E = �4 • � Qo � � f � � � i , j i � �: ° � � � . , � � �'�� �� A �o �, �----- w � NEW DORMER � � �' � � � -- / I ,,,� , . � ? , � � � '�I � � o � ; � � v1C� I � --- -- -- _ { - - - - - ' � � o �^ \ � � . ,� C3 . -- - - - ` ; � Ny -- -- � _ � � REMOVE TRU � S WE � S , VAULT , - � _ � ' ' ' , � CEI '� IN � �� � EE STRUC ( URA � i ` � DW � :� FOR GETAILS � � � _ - � '. � o u � �FFiCt O 22 � � i i _ _ i � -- ----- � '� �-�� �� � i � �, -� ` � � � , �J �I � � � 1I „ 1 �, � . ! I ; .I I _ _ 8 '� � -� � � � I , LAMEt'ZG ' �M � � ': AFINJF I ;i � �_- . , � , � , � � ; ' � FURR FLG� � R LEvEL UP I � _ _ , _ _ ! % i _ �_ __ _ _- - _______- —= 2 � � �,� ___ _ _- _ ---,� !, A _ 2 � � � EAST ELEVAlI� N � SF_CT i0 N ? - AZ A2 . .. . - " _ . . � . -. . ' . . . ' . �•-. - �':� : . r . '•. - . , . 1= •�_�.4, .' " isa . . . . �.,.Sp,rr� � 1.a .r-y:'���.���:v�c_s_yr�.vfs�'y+`w�• . �_. _ ...—._.s. �!aTam�y�.F•Yi r:s•�^i�€°�� . 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SJ'e'.1.. 3 REMOVE TP, USS / y,� 92 � ! z*� i �'� V ; . ~ 1 � � � DOOR TO GARA6E � • ,� ,9 � � I � ( 9 �0'� 0 � v °° o > -. � � � � � o GAMERO � M � � � , � o � a � � � � v � ❑ � ❑ ❑ q�3 y o - > o � _ � � � � � � o ��', e, ---- _ _-- � �� o �, c5 �- -- - 2 ' � °�� WEST E LEVATION o � SECTION � �' � � 2 � SC /� LE = i� �� . �� 1 � , i � I i o ' 6" ' � � ; A ao � �� NEW DORMER � � Q I � � � _ _ \ � � � p , � � • � � - - - � � �, � � � REMOVE TRUSS WEBS , VAULT 9 �p � � _ i � � � �� CEILINC� S 5EE STRUCTURAL � j •!�..� � • C3 DW � S FOR DETAILS j "� N a' ' I ! - f o - - - — � - - � _ . _ OFFICE – o � i � � � ; — 22 � - - � � I �a ' I ; ! �—� � � �"'�. � t '� ; � II ' 0" � � Q ; , � � � � GAME ROOM � AFiAGE 8 � � � � � � � i � FURR FLOGR LEVEL UP � -_L__---- --- - -- � _ r--- - --- � - _ _ - _ _ _- --- ---- -- -- --- - -- -- - - - - - _ _ _ - - - -_ _ �--_ , � z � -o• --- - - --� � � SECTIO N 2 CAST ELEVATION � ' � . Az A � . ... .<. -�, ' ;. :_ . � , . ., . _ .: , . ., : . _ _ . , ..-. - .p �„�,K;�: �` '- f�,� s � --�� � - - - - _ I 1 .,.. � .J�. . .r' , r. . y.. 1 . � " � ` .�c � JYi X T, 'e oi�.� _ ��(v� • . .. . . _ . . . _ . . . . � . - _ i . . . . � . _ _':.?r .'SLA�'.�-.�'c'4L� �:�..c.�:nC.r - � '...- s. � _ , . . . . ..<�.Sf _ � "�[:l _ _ ?oLf�� ...s�d�a�.,�7�a . .-.ii"° y'V. ay_ . __ . . . . . . . . _ . . . . . . . . . . . ._ . . - . . . _ _. . . ' ' . . . _ ' _ _ r� � - . . . . � � _ . _ - . . . . . . . . . . . . . . ._y'. < . 7 - 27 - 98 I . v � � � I ,� � � M � � 0 � ; � ° o '" x � � � � � o � � � o � � � � o � � d � U o > � ti U � � �� o y G� � � 4 � � C.�7 � 0 � ti . ti � � 1 � � � � M� rr � I t � �--- N � W �N I N �� (,' W � � � � t' ! E J! C' �� � ��� :�;^ k: � � % A co % � �.' ° � --_-_�=- --- '� � � , , � �o � - - � � � � - - - - - - - - - - --- --- - -- - � -- � � o ='� � � i - v� C) -- , 3 � ^�� �, 3� ti ,//` M' ' N `, � ' �! � , ��� � � � ti � _ . -- - _ � O � 4� � � i SOUTH ELEVATION ! A - 3 SCALE = %4 " i V N � � ' N � O n �7 V � � � � � O ti �� N � X � � � U � � � �lC �i+ d � d � - STRUCTURAL SPECIFICATIONS � -- �Q; ..... I ) All Coundntiun arouncl perimecer ot etruature shi1. 1 have minfmum ���� ���� froat protection of ae " to bottom of footing . �1 ] foundntinn y� 'j�� wnlls and columna ta be cantered on cnncrete foottngs �mless � f shovn otherwlae on plape . � J • p 2 ) All lumbur s�nll be Ibuy-Flr Y3 SM1S or bettor , nll wolmnidr.ed � : 6 �(p lumber ehall be Iiam-Plr � J. 545 ot bettee ( all lumber vitl�in lu " Z • of flnis� gr�de must. be wol.mnnized ) . Vrmide solld blockinq � � � : 0 :p nt e ' -0^ on center In ell diaphreqms . All. colunns to be a, � C��.A,� v contlnuous bn_aring to foundatloh . ' 6- Pp E :�p �l 3 ) Gl.ulam mwterinla , mrnufactnre Tnd quallGy controL shnil conform . ����� ' • vlth rITC Product Standnrd PS 5C -73 , STRI)C7'UeAL 61,nFD I.AMLNA'TBCI ^+� �tb � TIMHF.P and IAM111LTING SPP.CIPICA'CIONS , AITC 117-e4 bC,^. 1GN . Slmple span benma nhnll be Camtrination Symhol 2AF-VA wl.t.h no � V eamber . Continuove or caniilsverad beams shnll b? Combination eymbol a/P-VR with no cember . AAheaiven shall oonform vith GPe reyW rem¢nta for veG conditlons of service . - a ) Verenleme ( ]. . OF. ) are am m�nufactured by AOI.9R CnSCAUF. —�, � CORPoRATION , aee shop dcewinyn and manufmturers standard �; � . detalls . AL1 built-up Versalnm 6nnme must be glue<7 with PLM1OO ��� /� i T ¶ � � � i r � � R nnd nniled with 2 rovs oP lyd npikex @ o" oc . Vernalams deeper . i than 11 7/8" muet be bolted together with 7. rowe aC 5/9" � � � ��� ZK �� I dlame[ef bol [s @ 48" nc Lnp and bottam . � i 5 ) Sheeth Cloora vith 7/6 " 4' and G plywood Wlth minimum spTn /� I i I ' �� 5 � P' � �b'�, zatlnq ot �U/2o or better �nd qlue wfth Pl,noo . Nai. l plyvooA � � � � I '� � � 9'TUPS . wlth lOd p 6 " oc to all loista , field coordinate screw option . �, p[ �� I i � �I 6 ) Liv�i londe used for deatgn- � , � -ROOf -80 Sf snoti. � �� : � � " � 2 k i e I6 " o. c. �;ti+ � -Floor-40 paf residential . � -Ueck- loo pst . N ' i -WJnd-25 psf . I -P.arkhquake-ZOne 1 UBC . ' I ' II / 7 ) All conetruction m�a[ comply vith the 1991 Uniform Pui ].diny � NI i , (�p �J� Code an ndopted hy the Tovn of Vail 6uilding Dep��rtmen[ and [he , �� \\ � . i I P pF 1�y{��p� � & �p( J "Genera] CondStiqna of the Contt-acY for Construc[ion" ( NA �( �, I +�O � � Dowment A201 ) . All construction muet Ae compteted wiGhin U�e � �'t �� �� I I i, I . � �{,� tolecences dAacriWid in G6e ^ResidonCial Construation n7~ /h'F I ' I m Q Pet'COrmance u'ulJelinea" ae prepaicM by Ghe �JA'PIbNAI. A95DCIA'1' 10lI � �-V ' I��A � X ((q n�'- /J rj�/� % I{'' ��2 °R ��j OF IIOML UUII�DF.RS . - - �1 =ti u ��,p y��yy e ) Construct wa71s na follovs- R �j�( 1571F1(J h - % � IJ � -Rxter {.nr-2xG e ie ^ o� . OVEp�FR/�t�E (�kRh� x� T � IU riR 30 °ti � W � xT 3y '� � � 2 O � -Interlor-2xa Q 16^ oc . , unleee naGeA otherwise . � W� Wot,rlpr+ iatip �,%qj ?i �(y'�O, G� � ��, � � � Q O 9 ) All beamw , jo5ets end raftere qre to boar uFwn wells or beame _ y � OR Ge bung vith SIMYSON Stronq-T 'te hangera or epprov¢d equa ] e . � (y� T�f-�9 � ���RE9• � �J � � Q � Al1 connectlon hardwere ae mauufacfu[etl by SZMPSON Stronry-Tle i � '^ � or approveA equale . /� 1� � v/ 10 ) All struetnrel mnmbnre are ahown ln �heir final poaltions 2, K Qi � (9 O. G� � y+ {yoperly braced and eupported , during conetructJ.on lt mny 6e (ti �d� � � � O nPCessary to shore portlons oY the stzucture while other P, portions are being constructeA . Contact the atructural � w m J engineer for consultniion ae requirad. , � 11 ) Contrnetor is reeponsibla for all noo-apecilied rannectlone , � I � ^ � O contact structurn] englneer Lor detnils as requlred . Enqlnaec X � I 'I �i ' L � to appcove all etructural substitutions . (�) �/�/ �' n/� li ) Contractor i• [o coordinate all dlaphraqm penetrx[iona ( le , il � � � � T J enLmn¢ye , plumbing eevere , etc . ) through Plwce , roofe and /�� � � [aundation vella with appropriate eub-contractore . ceneral � ^ 1 � � � ConLracto[ Ls [eeponeible for meane , methnAe , techni.quee , ���b Sf�-� ' �, i ` y eequences , procedures , wozkmanship �nd Job-site safet � � �. . �.._ Q aseocie[ed vltn thie project . Genernl Cnntrnctor to veriFy all • (b �I 'Nj�� � � /��. i � � N dlwanslons and ¢levaGinne wlth archl.tecturnl drauinge . No[ iEy j . { �✓ , j .� enqlneer o[ all conflicla or omissione Eetween varioue elaments � I � � � � I ' W � of the vorking drewinqe an4 the oxiatinq conditions lx [ofe �'� - � ,'� � coremsncinq wSth t.hat Dortlon of the projecL General �XISTIN�O . Cont[rctur to lnepect remodel p[ofacte nnd veri [y pilor use end ��D� - - —T proper dieposel oi exlating netezlala ( i. . e . ersbeatos , etc . ) an �p��L � � *� � FI �.� ���� EJ(�ST� 1'�(� �j '�fL �'��4. X � �j tJ� � 1 raguired 6y code . n U ) nll ma[¢rleln exposad to exterior and/ot moLeiure condltione Y � ,p �, eAell be treeted for theae conditlone ( ie , chemical treof.ment , � �y�7D � �� � �(�i� �� sta(ntny , palnting , 9amprcwEing , won6ranes , flAShtnq , atc . ) as l � � � � regulred by code . All nn[erials Ca De treated for firn �� IQ ' k� � � raeietpnce ea raquired by coAe . , . � � .. .1 . , .� :4. , - r— .. , . _ _ . . . , . . __ w � 7 � UPPER LEVEL FRAMING � � � � fitLD WoRDir�A7E '-ONNEC.71a� 'DETR�� roK STEEL FRAHi� OPf�lohK 1 / A � = 1 'O� � I `t I I � I i � i I I , E S 'i OF 2 o V � � .= N `T'° ca � 0 � V i � � � � � o � � � N � y� O � .a U � � � �EO � Q. > i � NE+�+ Wvr� 8�� I �t � � ��P �.....,,� � � ��y h�w 2xi2 e2�"o.c, C�.u�o �/ �tt� oF �j :4� ��'�•�� PL �}DO hND �JhILEO W� � 6� �XlS�lt�(e f'-0OF � n yq � ' O -'� 5P1rfi� u 12"o.c. ^u �x�ST�NC� c. d :ca / .. ' 'tor �t�v• � IP y o b � — �� �y , PR ������' � •.... / �I I , _ 4 2x � ; , � _ —����� `,� =�- � - - � � - �' � � I �i � � -- - - - - - � - . kW2x12G2�°a.4 � - . — � — -- — -- - - Q � � P aN 1a ��STitYe ?�(o r�G oF �XI511N�0 u� � � .. j y � N W °L `� , �'op C,HcRD• � � � i �I � . i �F I � i _ _ . 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A "Er�brES �-KiS1iNC� a�,� r�N� . 1 /4� � _ � �-�� � ExlsT�µb WkU.S 't� �NPqN � SECTION A - �2 - -- 3/e'-- � , �" SZ OF 2 , . . - - � _ . . . . . . _ . . . _ . . _ , , _, , � � �� ii� _ �� � � ,� � - o�a � r�s�n w, evr�a� � — sTOre � as�t� at� eRcmzF ro ee — s� o� raQ � � _ �9>3 ilEll'i4 TTP. DETEW�1'ED BT OWI'£R ' � 1�-- � �. — �x�-tT5 F'�R OwI�ER ARCHIVENTURE GRC� 'JF � � 3R01`QE AL'U�E7S �'Y.P'BERS '--� ❑❑ � ii��.� � � � �`'�S IYPBERS D E N V E F�. r`.�GOI'DARI� `, ❑❑ �� . � ' �— ❑❑ IPRI"IAl�7) � � , ' ill j il 1 � — U.RVEL F NiQ�ES9CN:nL GtY7�OfiA7XXJ FQ9 AACI-!lEGRFE � � � � . . 6 ST01'E wAi1 iszs ,��Ei sraEE . . z� —_— � I � �. . . � `D . : � � m�aqsoo eozoa M4 T SU ' iE VEA i � : .: • • • • • •• 303 - B93 - SOIS p- - - - --- - - -' i � 6i � � " . . I ! II i,. . . . .: i � � I ' � � "' _. — � �� - � -- Architecture � =�--- � ' 2� Interiors \ � � , . . . . . . . .•� ,�-,� , : : : ; , -- - __, _ _ _ , Planning -� � " i \ � . .� / � � �RQ� �� � � Development � � �o : ... �t /, . �f'+ ���" - F+i-��� ��— - - - �--}r !- - — 6—�— - 4,�-�}j� � - � ' \ � � � : ; � � � 1 � � : � . � ' " . •�: � � � � ' ''� � : � �� ��� W�� HUTCHINSON i : _� , � " ` �� � " � � RESIDENCE � > . - r � � � i � v . . - - - -, . - -- — - y , , . y � ` _ � . . . . . . . --- `, ��� / �� .`�� ?, �`'� i � � � � Lot 1, 4th Filing, , � � " Vail Valley � � � � - � � � �� � - � . . �� . � . / � �, � fl � �� ' � - � o ` � VAIL, � � � � COLORADO � � � \ ` ` - Y- � � r , ` .� ` , �� � � , , � - _ - - a � � � NTf� I` GAT � � '92r=,J -_ - � ` ` ` ; i1LC : ' , T „ - � - , � _ ,:9/ � ` ' �� � ! : ^ - - - � '• � � - ' _ `' � ` . �i J -� ` I _ - - - - ' ` - - - - - - � -� -,� � + �' � `` � _ �ic - t - �. _ 1 � - - - � � \ `_��y�� �.: _ y r , \ �- - ° ��: , I , i `. ` �D9 {� � i - STOt'� WALK _ ; i � � � � MAN FF - Bc�RSO i I - --- - - � � \. ` � LOWH4 FF ' �5&O � L- - � -- - - - o � � -�� �_ , � rR,� cr ,� � , � , . � � _ i � � � , ' <>_ '� _ - - t - WPaE = 92917�4 _ , - - _ - - _ ' - - - ' - _ _ 1 y, ` \ , \ _ _ ' � J � ,<r'�I�RcTS � '-=E� :>I!'11'iFa WA�L �1 ° FF - &�S50i' 2' ROt,K 'w� � ��� � 4E . ,.f%i� � � � RE �:iJll r ` . . . , . - � J � \ J � .._. �..s•• � I 1 � � : 'R � 1 1 �� \ (� . � or � V � �� � � � " , � ' � �, ; � \ � � U� _ _ T ,_ _ 1 _ , � - --- � II `` � �� N.4lL I/ILLA �E FOURTH FlLINGI O � _ _ _ _ � . - . _ 1 _ �1�4RY � � 1 -_ . PA � ,� ; 0. �96o Ac. , � m _ 1 � aEV �o � , �, . / I , :� � � o�� �� � :� � � - _ � � � � � � i � � ' �� � ' ` ` �� �,, � - - � i � j� - - - - - ' j � � � , . � . � � i 1 � � �\ _ •.I'� Ti^IG SE'�E'2 "�tN. :� '; -, �p � ; � � � I ♦ G � � � � � � � � � . � �> 3 � � � _ i � � � � , i ' � � � � � � � `> _ � , I, 1 _ \ . � � � � `�" _ � , � � - ('E:,h = �92-�C' 9_;4 �I � i � < - � T�� ��' - - ' _ - ` � FF - Bc�S.�O _ _ _ _ � , (� - -� �c�' �}� i � � - - - ` ���' �T � �� n.wv � - a�o � I ♦ � �,� \ � LOWH9 FF - �O � STO^� wALK ♦ , � C�� v � , ` � � � ' � :�` � UJRVE WALL TO MATLN GURVE OF PAVIf'IL �((�\ , 1 � — � � � � r —' — � \ 1Q � � ry � c9 � � - - - - - - - � " � _ �� ' - � - � 20' OFFSET � � � , ? s� -� , ` — - - - � - - - - - - -- - � - - - - - - - - - - - - - - - --- - - - - - �T�m ' -- SITE �`i � '_ � _ - ; ��; � � - 10' DISTA�'iGE FROM EDGE OF PAVIi t(� � � � � � ,� , X }� PLAN ��_ , �T =� �a ��=n rREE �in ��,�= ' ♦ , � -��/ � � � ; � %' _ , � * �'� \ \� ` — -� � � • � ' - , . _ . : � _ � �_�� - -- ,c -�� � ��'eS, _ , i DRN BY MPF - - � _ . __ _ , _ ,. ; f^ : � . _ = RE ✓ISED - - _ . . . � ,� �_ �� . x��� �� � . , ,., . - ���E�R�y ATF � � � � H . � I D � 891 � ti� � n 9691 � ,. , _. . . . . . . . . . . . � o � - - — - - --- - - - - �- - - — � — � ��. — � � - - - - , - - - - — �- - - - 9-27-91RE`✓IScD � ��r+�E � � � ^d ;OJ 02' .30' ', ' m k�a , � p ,,, ;>� o � _ I `� r- . + 10-26-91 REVIS�D � � � ,a � , k —^'IOVE E: F;,TRk;N� SwIT.; ��?� � � � �� � ` ^ / � , , - r,0-ORDII'IATE w. ' G^ T � I!'tr=R � � � � � �� '1, ,' , - sTO�a��o�R �`o��own��u; I !��I/L l�ILLAGE THIRD ri','_ I��GJ � L O T 16 n� r'. JRC �I n ^ �R r T� , � 1V,4/L l/ILLA GE THIF�D l�,t'GI � � '�� ' � � �'�� I � � - - v - - - - - - ._ / ! - , � � �_ f ' , � �� "� � r-� �c~ - � iU coP+ao-R oao nr�crnnrm� c�oir � J "'�• TT EASEME('iT - � � � �IOB NO. 90115 � F -f , � � I �ILFNAME = HR-S1TE __ � � SHFrT y,��� I � �] SIT � � LAN � o , Q � o � ; � �� �� � _ .= . , .. � , ��. :� - �� ,\ \ � � � �\ ` � � � N � � � � � , �, s � �" � ' d � � � � ; � ' � � � � � `� � LANDSCAPE PLAN ,, Q- _ � � � �� � � e( PLSNT LIST Gffi�ISR�L NOTHSs � � �! k � QU�IiTITY COt4iON N� BOTANICliL NAMS SIZE 1 . Irriqation syetem is to be an underground automatic type , usinq � s � 9 Colorado Spruce Piceo pungens 2- 6, 2-8 , 4- 10 , I - 12 ht. , 86, 8 , guy pop-upa and Maxijet/drip . -- N "� 4 Engleman Spruce Picea englemanni i0' ht . , Bd.B ; guy 2 . Na t ive see d areas are to be low groving gr ass e s a n d w i l d f l o w e r s . o 70 Quaking Aspen Populus tremuloides 20- 1��, 20 - II/2 , 15- 2", 5- 21/2'; 5- 3'�, i-4�coI. , B&8, 50% cl . \ 3 . All slopea steeper than 3 : 1 will be covered by erosion control N 30 Potentilla Potentilla fruticosa 5 gal . ( blankets . > i8 Currant Ribes sp . 5 gal . � � 4 . Trees to remain are to be protected by means of strav bales tied � 13 Mountain Willow Salix sp . 5 gal . i� i to the trees for a height of five feet . Large areae are to be � IS Elderberry Sambucus sp . 5 gal . �, � 8Z7o fenced off temporarily , until conetruction is complete . � ' S Wild Rose Rosa sp . 5 gal . � �`� � ( � `� v� g g P — �'`1 9 5 . Ever reen trees are to be 6 ft . in hei ht , as en are to be ,n 35 Columbine Aquilegia 1 qal . , • � 2 " caliper , ahrubs are to be 5 gallon container , perennials are � � N� 25 Blue Flax Linum perenne 1 qal . � to be 1 gallon container . 40 Poppy Papaver sp . 1 gal . Gd 6 . Lavn area is to be sodded Rentucky bluegrass . Soil improvement ,Q ,� 1 30 Sedum Sedum sp . 1 gal . � , � ' .\ is to be appiied at the rate of 3 cu . yds . per 1 , 000 sq . ft . � � W � , � 7 . Rocks and boulders are to be indiqenoua and match house . � 3 U W � � 8 . Planter bed muich is to be Wood mulch . � Q W �.- �. � 9 . Refer to topography map for exieting vegetation . p o v O • � 10 . Natural rocka and understory plants will remain undisturbed . `z ' ' % `� � 11 . Boulders vill not be used for construction . �� � ,- 12 . No grading shall occur on Town of Vail property . 62�0 � - ; \ �` � • '� \ 13 . Applicant shall not damage any vegetation in Tovn of Vail property • �. � � during construction . . � .f` . SS • �—_ � ' ; " 11 s, - � • I J DJI K� � fltf t1 \\ \J , J • y . � � r � _ - � ' ' � � � � c� . , . :,� , Z � � � 9 i F �Tw� � / \ � = � . ��� � I 4 '� �t z � • % TRACT A ir � c � � ; , �l� � �-- --_ _ r � � \ . � � _ ' \„�p` Z , � •�� - W �, �.c l - / \ `\ � \ �. 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'; a . ' , � . . - �, . . , f ' , :. . - -. � � � / .� � .;'_ .. . . � - �' , � , � S� � LANDSCAPE PLAN ; �� � s_ , � � l�n S N T lil dl PL]1NT LIST GRNKQIT. NOTBS : � � ��, � � °- QQ11I1TIT7 COt4iON N11![B BOTIINICI►L NA?�E SI2E 1 . Irriqation system is to te an underground automat : c type , usir, g x � pop - ups and Maxljet / drip . - �+ 9 Engleman Spruce Picea enqlemanni 6 ' ht . , BbB , guy 2 . Native seed azeae are to be low groving grasses and wildflovers . � 38 Quaking Aspen Populus tremuloides 2 " ca1 . , BbB , stake �• 3 . All slopes steeper than 3 : 1 vill be covered by erosion control �� 20 Potentilla Potentilla fruticosa 5 al . \ � blankets . > 10 Currant Ribes sp . 5 gal . 4 . Trees to remain are to be protected by mear. s of strav bales tied � 8 Mountain Willow Salix sp . 5 ga1 . - - to the trees for a height of five feet . Large areas are to be 7 Elderberry Sambucus sp . 5 gal . g; .� ; fenced off temporarily , until construction is complete . � ' S Wild Rose Rosa sp . 5 gal - "r���� � � * � � '"�� - �� � '1 A 5 . Everqreen treea are to be 6 ft . in height , aspen are to be s - 20 Columbine Aquilegia 1 gal . � %� 2 " caliper , shrubs are to be 5 gallon container , perennials are � to be 1 gallon container . � `� 25 Hlue Flax Linum perenne 1 gal . ` � � � , �_ 30 Poppy Papaver sp . 1 gal . �.� � �'� 6 . Lavn area is to be sodded Kentucky blueqrass . Soil improvement � 20 Sedum Sedum sp . 1 gal . f`1 ] � is to be applied at the rate of 3 cu . yds . per 1 , 000 sq . ft . �; = �P:i � � ` 7 . Rocks and boulders are to be indigenoua and match house . ' x W ( � > �� - 8 . Planter bed mulch is to be wood mulch . rn a `- _ � � �"� 9 . Refer to topography map for exlsting vegetation . W � � � �� `� �, y-,+� % / \ - 10 . Natural rocks and understory plants vill zemair c ^ � isc : rbe � . �� � � `, � ( ' - , � ` : i . Boulders will not be used for construction . � �� � �� � � � 12 . tro grading shall occur on Tcwn of vail prope : ty . 6z�,7 ��: � � � ;:r • , � �. • 13 . P. pplicar. t shall not damage any vege * ation in Tovn of Vaii property � � , . � Y ` /� " �y dur � ng corGtrnc u on . � �f� e SS �C�{�2'1 , � . • '' . � � `� �l� � �� � , � � - `" \ == ` , � �� � � � � . ; /:' �. -� � / . . . �� h-� � ' \� � • � ,� ���{ � , , � , ' `� " � U , , _\ �__ Z . -� , �� � '- -- � . _ __-- � � , � ,` �� , � � F..� a� ., �: ', ._ �/ � `a.�,° �� ,� � .` '>" � . / TRACT A � + i�� � I _ r- . � ,x- �. . � y � d � �l�j� , ' � �-r'i� � � • � � � � ��. i � Z t. . �, �� ; ' �� � _ y�,� r � � ! _� W � � .,`/ 4 � x � Q . �� 1 . . _ . . � f �r' ,,� . , � _ � r� , . ' .H� ..1 .C� - ' ` LL � . \ f�W '9 � ' �.W "- c � . 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