Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
West Day Subdivision Lot 3 Building 8 (7)
mr LOT 1 TRACT B LOT 1 TRACT B 62.9' w I oz o= I I �. 0 0 w I U) d 0 I ° V O w °w w O w w J `' 6 `' �+ op Qp I Q0 00 a a = � = n 60,8' a = w a a a a- 8140 - I I 8140 8140 8140 8120 - I --- _ = -- - 8120 8120 8120 STORM SEWER \ STORM SEWER AT AND BELOW 8100,00` AT AND BELOW 8103.20' I --- BUILDING 8 I TUNNEL - - I TUNNEL 2 STORY WOOD I - - - - - - - - -' 8100 8100 - -, -..�,.,.� FRAME STRUCTURE 8100 -STORM-SEW fZ p MAIN LEVEL F.F. = 8121.5 STORM SEWER z+" RCP 24• nca N BE OW_ 8097.44' 24" RCP `�1 DATUM ELEV i e" o.i.P 8100 �j UNDER CONSTRUCTION AT AND BELOW 81QQ.Q0 - - , 4.0` _-- - - --- - 8090.00 „ ( } SANITARY SEWER a 15. 25,6' �r 17.9' I y DATUM ELEV F + -j tP 8070.00 0+00 1+00 2+00 0+00 EASEMENT LIMITED BY 1+!00 AND BELOW 80 f LIMITED ELEVATIONS AS SHOWN ELEVATIONS AS SH THIS SECTION ONLY THIS SECTION ONLY I��T14IL 8" �S'14NIT14f'Y �SY.�'llf�'1' b D,67,4'IL.' 2,1" .RCP ORW INAGY7 rwOr rO SC,4.Z-' .war Tv .FC.4zs .5 L7 r 1.52' a0� 58.01' s cv y 0p EASEMENT A cn V pRA1NAGE 908760) �* (RECEPTION NO- _ ' -1 z r(5f� � r S84'15' 13 "W 137.84 � Q �o• c J GRAPHIC SCALE LOT 1 m 1V 8,14' 0 4) 10 0 5 10 20 , z ANTLERS CONDOMINIUMS $� 6 o N (BOOK 226, PAGE 820) BUILDING 8 DETAIL IN FEET 1 inch = 10 ft. �09' O 0. L1 0 <,\ BUILDING J � 64� LOT 2 i 2`� LOT 3 A , •+ 2.451 ACRES \�„ �` 5' J y ro'4q. \, �a �, / IMPROVEMENT LOCATION CERTIFICATE `� 1 HEREBY CERT1'FY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED BU I�_D I N C 4 \ ✓ FOR RA NELSON ' \\\ / THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, 07/06/06, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS 70 15- f EXCEPT PT DESCRIBED BTHEREE©SENONAPPA'RENT1 EVIDEONICENORPSG ISO ANY i f ✓ EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. �,•,�`� �J6 � � i�. - / �r"1"01 __- - `�. TRACT B DATE: -------- ��'ti�; •°' �,. 53 1.f 510 (VAIL/LIONSHEAD, THIRD FILING) Cr.� 7�/ *���P BRENT BIGGS r COL RADO P.L.S. NO, 27598 cn r,. El MONUMENT LEGEND z r L11 FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 33655 to �►, `�, �' �� B U I LD 11'J C 7 '�RECREATION P1,TH EASEMENT ��, FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No, 27598 (RECEPTION No. 908759) S�. FOUND MAGNETIC NAIL WITH WASHER IN CONCRETE, L.S, No, 27598 0. 't 0 BUILDING $ r TOVM 0F" `IfAft ()0 SFIF REVIEW ' -..,,(SEE DETAIL) TA AL J� v LINE TABLE ` LINE LENGTH BEARING J 0 N - E1 49.77' N07'07'48"W -7 © t � 6, LINE TABLE E2 5,66' N32'42'1 3"W y � LINE LENGTH BEARING E3 3.24 S57'1 7'47"W GRAPHIC SCALE `o. 27.0 GENERAL NOTES L1 6.35' N20*17'11"W E4 15.59' N32'42'1 3"W 30 0 15 30 60 9132, 1, THE SOLE PURPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE CONSTRUCTION L2 4.79' N20.17'11"W E5 5.00' N57'1 7'47"E rt PROGRESS OF BUILDING 8. OTHER IMPROVEMENTS EXIST ON THIS LOT AT TIME OF SURVEY. , � 9 W L3 59.18 N69'42 49 E E6 62.26' N32'42'1 3' W 7•� 2. BUILDING TEES ARE INDII,ATED 1N PAR'ENTHESIS. L4 4.79' N20'17'11"W E7 10.38' S69'40'21"W ( IN FEET ) W 14 40 1 .44 N31 �- • M n 3. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT PERMITTING ENCROACHMENT RECORDED JULY 20, L5 59.29' N82'49'24"E E8 70.82' S31'27'38"E 1 inch = 30 ft. 2005 AT RECEPTION NC'. 923304. L6 18,52' N39`1'0'1 2"E E9 27,00' S07'1 1'35 'E r n r 4. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO L7 4.88' NO2'44'06 W E10 28.87' 532`42'13"E N31 40 14 W - 1 .44 ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN L8 65.38' N68'30'09"E E11 33,72' N66'54'1 9"E THIS IMPROVEMENT LOCATION CERTIFICATE WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER L9 20 54' S21`30'33"E E12 129.43' 518'27'07"E ao No. VC50006780.1-2, DATED DECEMBER 27, 2005 AT 5:00 P.M.. L1Q 30.00' 583`59'19"W E13 10.01' S74'12'5�6"W IMPROVEMENT LOCATION CERTIFICATE 61 �Zg �® V'+ 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 4 .� `' DEFECT IN THIS SURVEI WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, L11 3.15' S15`46'41"E E14 129.43' N18'26'49"W GORE CREEK RESIDENCES, BUILDING 8, P4 $9 ANY DATE OF CERT1}ICA ANY SURVEY BE COMMENCED MORE THAN TEN YEARS LOT 3, WEST DAY SUBDIVISION IN FOUND NCRHEITTEELED +" - TOWN OF VAIL CURVE TABLE REPLACED WITH BRASS TAG CURVE DELTA RADIUS LENGTH TANGENT CHORD I CHORD BEARING L.S. No. 27598 EAGLE COUNTY, COLORADO EC1 25-43',33" 177.25' 79.59 40.48' 78.92 1 S74°1 2'56"W DRAWN: EKS REVIEWED: BB SHEET 1 OF 1 DATE, 07/06/06 PLC JOB#: 1146.1 O +` O L L O - 3 a i H I 1lll� P !!1!lI11!l11II!!1!!II d I�l1 IIN�Il!f!I!1!11![!!11 rr ►,� f� f � �'r` �� t,; a _ II t t 1 r POW E� i f r ��_ ! i� /, � ^ .t:, 'r # '� •' 1�A` !� � r _��� 11 ��s ,`r.�t, /� � Ifr 1 i �k.l' f i:��(t .�' (�•'r> '�.' ! . 11r '°' / r /`. �. r ''/ !. !j� !, %< e �.` ,•: o-- j� ;�,� r�' ;r" rr�. I ,�+ �";i��' •1��" ''�',?�F �,1 j /f_ � l�' .r.-, .//f j" � � �a '1 '�+f�" f v r'Jr �'.•�j� 1' <+ ���� f '��� ��" ;� , �- rilPi. �� r_ ,r � •� i ii ��i. .ir , '.P. i �' J I I ?�; � -.f,•f. �� � /i: �� Z/1�4/�t ( J ! � k'i',y/,�i �f'"a�rr• �r-'l�yl.�. � !f.' ;(' I' f� I� �i •,,� ! I� '�I .�„'� -�. ,�! y-� / . ..;� �:.,' f .: 1 !” r I , ! f,:�• :1 •�� r�' � � �• <. �tr / ; t:. •.� r.� � i !C l n#�` / �7: /- � :, ✓` a �� ,v 7�glYrr � � � � ! �/ F � � fJ/y ��� � f ! ] r I r 1( r'.� �i e. J) is �. !" � r i i •.i , , r f � i. � ( .f' ! t 'tl ii } �j !I If r � ' � -�; '•� ! ��I � i V `''r= .� .ail. �r E �:. ! �i! }�, IffI r r t ���-,I. �-� fr �" }: '! � r#� il �. !FI 'l I � ! � �>r h�� ��' � �' � I�r � k. f.. � � � � �I• } �C,F � '� TI. �1 ' i "r .f �:., 1r• ♦ r• i, i : I , , ' �� _ -I ... �PI 1' ,:) f` I. A� * f /� �` ` kr�..i1 - ! f;_� ` i, , F +. I � • I Yil I p prr �Ir r � 1 t" I= .r � � "•31I 1 S 1, r � r rj } { t �� � .�,•. '.t. .�i/f'iillr il''•,S r.' � ,�� � I .f,il•ll,,gr�-'I ���� Y>rilelR I t: ! 1 �� % -r,r f;•I�'ila Ir _ � 1 �a;r '�"- r � � J .�I' 'I — 't' .4 1�5�.� � I�•� 1��! -- 31 f' i.sllr��' - f��, � F!�' + .�I Y� � r, 'i . � '� 7'iT,� � '� �, _ ��k� ,�� j. _ 'r 1 r !:■.� � 1 ii#+' i` / f�:+ r• ! r!, �r� F ( -iY � -'I •I '� �� � :r ,rA�� i { F! � 1 Ali"� f � ! !»,�� I {,I�� � - ',4 I l; i c '�'�f �� i" 1Uf'� I �/� € ! I I. �, :�. �',+ iAy j �• �� Of�'1.�1 �".` � 1" I _ -�I r� ! i I•, 1 �;( �� •� M1! ,':'lj:' i', - - �� � �� ,{ � � i I�', i E,r r l k •'i• r `�ri:,:`�d �I �1� � --� 'I.•!4r E 111 s� �h f �{�� , I'r e. ��I��P1 f 'I. 'f r� � I tr #, i ,-.� +�, � r' � +' <, ! , I - !Y ',� _ ii'.I �i• �J� 1: � �g�� �. _ f #�� O !P� f f'. >s �. 'i• ,I,', ',I,, .,! i j �� V� � --.•I S: h .. •. rd II ,� ���, � !� F< ��/• {, 'i�. 1 !' -i, t ':/" _ � �! r r � - 'i� � �, I rslt+' .. I I � I � �!!� E �I ,: � ;'t.,`I q'. ,< r;. �• '.fl � � t. 1 �, r�� ,e I I I I � �' f d i t F 'f t' � ✓' �_ r k_ ��'q� �. '_!� a':��� .-mss! "I Vii, r i A� � v. rt' •l � �� r '!s "I'� r 7?� � 'r' r ''.�'t �fig ' • , �. I..k, i .Y ! r � ,�.,r� ,-ss,•� --. � .[ f ! P f ��� I �, i �. � �� I ��1 �r �;1 -i J,', "#. � � /:. {, •, �. 1 i 1' [:7' .•', Ft � i I � �� ,' %� 1, '� �i: � �' f i r I. . l y ., '!i: 1ls,. � r . •� !. fie; I rr r r � tiy,' - � f1.1 { ��(t a. ,tri •��r �. �" �/ t. I � r, % i "� f � /dP � /J/}• � i ) i1 i 'R` ,�M•It.1 £• +�r.r_:.., _ .�.•�_ ,i' � `ll� �r �,' , .,�r>�:i I.I.:s!<j�`l�.. .��.I!'i, r r+� �h;i,�F��}••,�{!..��r 4'1`.r�f i�r���,�,f,.f'�E,l►�r 1 a nI-1r t>e r k+it�°,6�w Y i -�—� JAL I'I I:,i+/�-.-_ a �a �+ rl �r - 4 � •. f, '�31'"E` r,➢�+P�`-r. :[r;:.r�rA�e.■.�.' �r�F f'i i,�A. _��, � '�i/�/rr 1 J�' y f�/!�f rrf�'i{.'•I•",:r k �€x,J ,<•i-, , -.�t j+� te - ! Pt Sr ���'�i •� '✓ '/ i`' r ;-1,�'i f � d I �l '`z :ray•' f� '`� �r�� �r 1 ti �: ff��''``++ //tr - , r. i.l', ii''.t✓, !�! f f�.-� -1• { I �Al.l- '{ - 7 -i !'i ! ,� � // [��/fj1.Sy�'-74/' i'!' 'I' 'r'.)'!' � rV•/`' r.r._ t- i� I+A /, !s I'1 !J F Jyl ,� �� s ki' r� -, ) � �- lf' 'T"_� �llf�.�.L �p - . I� `: �14'c �Ir 1`+k fl� •If/1�3kr,�'./.�I!{s f , s fA �;.�J• .. �� � •� i •-'+,`. I� '� 'j �' �a"� �' r !f►' _ y � i } x I r ,. L'4j ;1 i r tfA` �>� + fe/' •ri _rrr, rr }r j`P •r• ,I"I, .f _ , x„ ,r �1�" !j/psO r. _ ,•,�� i r �rr' P ulleedl� j' � � rL� •'[, 1. /' � i �r �' r /. 1 � r '�`• � 116-• ,. :y'hr`-- Ir f d 1=i r .f J f ' r� {r y � I �I I i• I I � t ,�` 4.`5 ! •,, ,� I 'r �,'. _,E�' �"'S , �'r ',!' t' d k r� t I r j rs' f �� OF 'rA •tea � `+ �'. .� — �' ,: I f :, r I •s , � f T •r l- ��. + 'Y-i I�� I- .�/ Y ! T`'.mil f I 1 r 1 A,h' :I �i � I , fi ,- ,F! 7 , � � r,' •'�9/f.r'�' f �: r+�Fxlsr�G�IAIR. '�.' � ft's:.. r� 'I i'iI.', - "� �1, e%: r '� r P'r r� °�il�k7lP! , 1 ,•.r�r• +�w�t,it"s•. i. r : - F. J/� `t•- f •;r "'i _R F,IIr T,�I , r AOI+'.i�d ,! ♦ 1 rr/ � ���11�� �'.�� �� � lr/�,+ .S��4f.- r 'li+t[#IAII,lJ•� :�• + R'_,I .,6'.�� � i. �}i,> , ��' 'fl��h �pCSr F•'ai i•, ff I� � IA �rF rri,r �0 'r '��� �S�r;�rsrrrr �'� i� :'ff. � ���' 1►: �is�<. �E. �- `•_� •`�,� � � 'I: � - � �� "i. / �� � I ��.. s.! .p+.,�. :Q' r �' � 'i'• �:ac�,. �-+�'�f, �' •.fir �f '�� ri, ��r :// .,/ r f. l ,t i �. '. a� fr. Gr�y� %r ; ., _.�` / � F--;f ` �, ►tir'�'•- `{� , I"; �(� k 5-'i,f-- rs' f� ��r wf J' s-•• _ t� 1. 1 'r' �sr"]�� '�i �!' : .+ fi v:� 1' k � 4s! F ,/ rff ! i 'firCj i 14 ,r r �( r �• r��y1: ,1r�� _ t" '' r•� i 1. IF ��.' l+ J �t"'r� � � ���fJ,��!� ib _ k5�7.►IWO., �";.�/'"� �. l�� {i► ��� 1 , �i�ls ''`� r �� / ,. F. �a..I.rf'� "'� '�1 / / ! •i r ffyr~■ +1. ♦ it 3 � � 1, �-', ti���� �_ _ __ �5 • �.w _ ,�� i 6'�yar�� ��F± � f�• it '��I� setft l r1 + 7r ! /. "-^'� �,�r •+"` �. j to 1101 bTr:��-jsrp,-ffr-�v7j"Zjil r ! lr �r i 1 Y• I• .1 F_ . /I .. Y. r I • • • • / __ op _ EXISTING INLET\ r U� y �� I / / RIM 85080, I r „ INV. OI = 8099. �J � � �. f • 1t�EV. OUT - 8099 1 vA ` •4PONNECT TO 1 . / EXISTING BIKE lYi�1 1 r - - �.; k •r lAN p �K f - • - Ex15TING _' A�NNIG: U[ D RGR04JNt5 FIBER OPTIC 1 / i B pEOES,R _ - n },_'. 1 CONCRETE �X�STING IN4ET _ ~-m LINE EXISTS` IN,THE VICINIY OF tHE /-�_ G 1KE' rPOSStBLE SPA $ \ _ .s 1_ PAN 'r i RIM N 8105.7 6.zr / -'r1 �1N {N U. 102.7 oto BIKE,PATFI. UNADLE TO $E LOCATED: _ Ex LOCATION' - f r T, 9b ISTONE OUTLI_1------.�Lr � � � � � � ,�� �y," r_: _ - _ � I _ _ '+ 9.38# ��-EXISTING 1$' AMP r. 1 ` - I SEE SHEET C010. �' / / . 11 INV. 1N 81 iNV. £3Ut - 8063 � I GRADE- -O_ DRAIN AWAY" - _ '- / _ a8 +TO BI?', REMOVED � � > - - r o / '- rn ._ - _ PR{JPO� E'! $�1�G'ONCRE �I FROM RUCTUR�S POSSIBLE- -x 1� i . . �: ATTACHED`SiUE'3NALK & _�D P.If�IrOtV -� ' 1. a.,ca 9.38+ r1 PROP05E13 " r3 ' ` ' BIKE PATH, � I � � o - ' XiSTING 1_$(CMP PROPOSED FINISHED -_ �� -.-- BOULDER 1 ALL #1 aT. 5�' � : �: � � ., r 7f` }�rnN V.- !I� = 6 1.1 GRADE CON TOI;R -~ e g "�'' -r - �, ` I' 1 (n W i)NV. OUT 099.1 (TYPIGAI) � � � i�N - r s•� 1.'.3 � ^•. .� , r4 BE RIE D _ _ -f '� +3.68 Y1' 'B a '1+/u ` " f OBTAIN PERMISSION TO GRADE-ON- � � Poll c.. PROPERTY - BY-OTHERS " r'�E 8 6$ _ � J r �` r`� 0101 R r_ \ I _ i -- r ! r TRl AN p ASNg5 :r - - 1 - E WALL. $ - _ ly _ �/L *�G gtK I - r -- " .' - .,. W. -. 'r �_ + �(].J)� - - - -_jd"sf- S i s - - Y - 5s •- -�. IAA C- - �+`�` r E,7�IS��1�q$ r '� _ _ - ' - :.Y"��_ c_._ ,�rp `r _ - .- '1 C7.8//o.8 - 1 _ - -'Yy`�- !- -_ � -�` � _ _ n _ _ �F5.7�._�. -- V1 PROPOSEII 2' - IA C Sy ) _ r'= I - ca - OULiD£R.WALL : - CONCRETE .ANA EXigTING 12 CPP-�-_� 9.0+ i4 - .�- ~°:. Lam- s- s_. I..r� OBSTRUCTION AT ti?1' _ � - - _ •-r _ - ? .: -'' �'. .��. t 2�MAXIMUM CROSS �z � - � Sir EON PROPOSED 0 .- F` s i : 85 sa � . . f q _ � - - - ��z� S1DALK {TYPICAL) .. x =.' 1 . - _. - �` s s or ter, x _ 4 / ROP Co CRETE �' :� yY i. �'��' � - INSTALL SCI,If'F£Ft FsOl1= :� �.. �� =��� �-=- f�. - _ r� �. 1~: - +12.3 � - _ :ate 'i �r ' '"•.�` •vs�Y= �- � ": _ / --WAt I C ST. S * A 1 - I `a' r _ -- --- -- - IN WALL LL AT Ail: 17RA 1� � � • � :�� , { xl " f L.35 RE:L AI5 .,. F = t �.� !N 75 TYP SEE �•�' � � �- . + - - '5r A - - 4 L 19 •rat � ,.. - ;rte••�= - `J _ �-. - + _ f '� s - 13.0 x- - . . �,1�• � � ' <-� . T- - - } •� sue.- - �•` - a 17 1?its spa GE ICSE OF 4V _p SF ATI101f r . s , _ t. -_ 4 " 1I T G LVE R T - � �=�, ',�- �• - _ y �`_x�� - _ � - - 'Y c rc�r•.R. STI�UCTU4iAL - a 71 n_ - VAI L RE50 TS Ilk: .,, . 3f J• - 152 / -19 &EXISTiNG GL TT_R+5 z> -- ` DEVELOPMENT ; COMPANY _ • $1 AVON,COLORADO P CC RE G- fie. .ems 'K "-?- F'.:,-?=: .$t-'�-_. .t. - •'a � .�.--. f`F _ /- rr _ : - -d' a- x�`..a� cl:: +tr ` .`..5 - � _ ='fix,- 's- � _ r- ,:•�: / STAi?5--5E£. L41Q-.SCAF£ r' y�_ s. _ "�A.- - --:•.�R- - ..iw°�> �''�si'-,;;l.t'::i_. v�.V sx!�:_'- 4: sx,;c:3•_-:°�.` . ` Z � -_ _ o RiN_cRD PLANS OCATE J IL ,1£S AS 75 i - S ARE A \ 0POS.+5.$ 17.$ 2U'Al S TA N£D BIKE F 1?14 LKA It I'IaX -�'- -' •fir °�ti.- ,���y/• . - - - i - ` 'x' - i s .0 r- �:' 4 '�- - .:�.,_ h -`.'. - _=:_.` '� = •' w -t -Y .rti- - - , - - 8�7 - ._ - '` :i` Denver Colorado T. . :'. .; 4{ _ :, _= ._ ' �� �' -- - ` aSED PEI) STRi z --�_ + .5!l17.5. ♦ � 4. _ ., ,/s� x.� AN E GE C C � i ,Y �_ - trw. a .g '•. ss:3F :g l , VLAS"FiRP1.1N1:iiR _C�tfit?ECTION _ _ .� _ 1�'1sltt�liP�UM W 1 EXISTING ]S`. ` 1+ W 'TYPIEA 'J --_ 3' - � 1 V. IN 811.7.0 c. �jL� � � C]FSIC;V.R(:HETI T __ �.�a. �.cc-±:„may- �- � _ _ _ �T.� - � -' -[4 � i . 1.6t :z�- - T. x�- l s � - n / RELOCATE s ,i -5t 1 _ v. *a - �` PROPOSED CA?iNU + 2D AS 1 I? OWE $116.7 "T - _ ` r 51GAIS - T(' 81r REMOVED •1" __ sib (TYPICAL) � ART HOW ON r -a R• 3 Zi a'.o- - LT � �':`• 'i ..,;�•� _:� .-°�,w .�_- 'x--- - � - itG1 % - B �QTHERS ail?W YC)R!y Pit=.74 YORK -- "mss-'a'.'.;_ ",. •, :_ .'' i 18 _ - _ ^-• - - cccLLL U i .5_�W s L _ ti � 5'1RC(�1t1L l V(.ltiti]iR ,;?i,,_ �`- � •� �'*: � , ��-` - ..f J' � _ - _� -� / 1 l / �ION�[OF&VL11V151.L E.VC:�4ti}�EILS.L�iC r- r _ Yx _ `]- - .`t"ice'` 'i's P'.f-" _ :• g '�:-� 7' -4c' __ -fe _ �YPOJL.S[ Lv mss,-...._ ;� -LiY- �~ _- ¢�eT-i.-� �_'�$ - _ -p_' '=,rf`- . �F- ,':-�•, 3"_ ..�_ ; -_ - � _>: - _ �`'`; _a - � - - � i T I - 1s -R[.+LFtiafP3J:R ti _AV.N G WALL OVER �� N h I BO R 71 [ '� -- •�- - z �: _]rY,i- - - , � _- l �'+ bE>r�]Gl;`iEISRS,tiC ,�' RLL LANDSCAPE SITE t'V HAIL BE / DS WALLS SHALL i s' ,� �����- • _� x� - �. �`; " � [-5;3NED OY O�HERS - a f �-- UVIL I NGLNiF- - �� A!-Yf�ir Fti('rI�iE1:R1VC.LVC. � � .�.y E�.sy � '-xh`s � ai%. ��'s�r-�� -#�'_ ��_ �--� -.,a•s � SHAMED ARE-,I v-.gli~COi.C)RAI]c] / s _ b 4 _ MAINTAIN ALL DRAINAGE E .. . f REPRES _TS dUT�INE - i �-- FACILITIES AND / f EXITiI�I.G r. �- / - /. / PROJECT li -;, L ap p : , OF TUNNEL BELOW APPURTENANCES BEFORE J =�" EC}A iv VBER: 84253.3 DZR N. - � DURING AND AFTER / CONSTRUCTION = f f / ISSUE REVISION DAT-E\ ---� - DETAILS ONO* , 13 \ '1�"N 04 CONST DOC }'`,a at 6 FOR PER.'BT 0 7.23:04 woo - �_ i ,� -� may ► -' FOR DRAINS ON TOP OF - - % // // 05/06 CONSTDOC 08.13.04 j 5 _ - ��f• TUNNEL STRUCTURE SEE + K--, - -� DE T AIL S H EE TS A50 7/508 ' _ ` / / 11 X5\A TLNINEL REV 10.01.04 MODIFY WALL TO RETAIN Z- q5-4` � BACKFU -RE:STRUCTURAL / 1 <-. ", i , / / / / 1NAL CON 01.03.05 SEE SHEETS C007A, C007B & C007C FOR 13 kDDENDUM 2 01.19.05 ' z� ✓ STORM PROFILES AND ,Y r - ^� 12.7+ 1 RIPRAP SIZES �' �' / { / ,'` yes ADDEriDUIyi 5 05.16.65 15 +. `f / .. /" y A.S.I.-OI`8 02.08-06 E PJR740SED PARKING `' STRUCTURE_ ACCESS r4_ f SEE ISSUE 113-MARRIOTT DRIVE & UTILITY PLANS V, it r c f BOTTOM OF MALL (BOW) ELEVATIONS SHOWN - ` . ON THIS PLAN ARE THE BOTTOM GF THE Q 8 _ EXPOSED WALL f o PROPOSED 2' f E.UsrtNo spot / --Cr_4' CONCRETE PAN CONTRACTOR SHALL SCHEDULE SITE REVIE�� � � � � � � : GRADS (TYPICAL) y i t WITH CIVIL. ENGINEER PRIOR -0 INSTALLING ;ADES THE SAME ANY LANDSCAPING OR IRRIGATION OF TIE EXISTING PI2OPOSE13 1'-4 PROPOSED LOWERED j / f F f Q / ♦ '''�'�r.��" a CONCRETE WALL - (PAINTED) SEE ISSUE DRIVE SEE ISSUE 1B EXISTING I �_ 7' �� �' i/ �s_s+ I ` f I,. 18- MARRIOTT RAMP , PLANS MARRIOTT '` y f �� T~ Z `� 0 d GRADING �c PLANS PARKING EXIT NG- / rt ! , - DRAINAGE t STRUCTURE GRADE iS EUNG LOWERED ��.9+ � � � l EXISTING ENTRY ! Ilk � ' � y � � , o � / � ALPINE PLAN nitw BL1ILbING/FpliNflATION OF - WILL REMAIN IN -- iTING MARRIOTT AND EXISTING - 'T PARKING STRUCTURE. EXISTING a 4 USE ; � - J - 1 [3LDGS . � - 8 IRA#. ENGINEER MUST REVIEW STAIRS #� - '. �. !� ! / / / / 4 s*; `// �� / /' Norte = DROVE THAT niERE IS N(? 2 z - / / AFFECT ON THE EXISTING y' �� �i �' / / - / �Q ENGINEERING INC ry EDwARDs Busmss CEmTE • P.O. 30x 97 I C004 2 40' . 97 926-333 3 COLORADO 26323']0 • BEGIN LOWERING __.- Scale: I" = 20' 1 2 3 4 16'-5 1/20 2004 42140 ARCHITECTURF4 INC. 41-40 k 40'-a 1/60 t 4-4 1/4N 101-1 WON dp 40 14'-Om L 3*-q" X 5'-ACIM X Ion 6 FOOTING WITH (4)AI5 !O'-+9 I/1" i NAL AND 51-01, x 3 0 x 100 LONSITUDI AN5,*A� FOOTING TH (4)- IF + a I i ;A. ..... ------ 01 A. L *A4EAR IRE: 91262 FOR WALL SCWEDULE t (Abt-2m) L _w t! u S cl'-& 1/20 L;!1-4 1/4"L, . ........... 40 5LAID,_01�RADE 0 WITH 6X6 N2.1 X K2.1 t F- 2 NJAW. %Mm AIIIIII FOR 0.4 A A&-27) . .. - Amms NOTES- 4m U)OQQ Eff -Ilq-11 I/2N WITH 6X6 N22.1, x .1 AND FINISH >4 1. ALL ":XV FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS W.W.F. RIEs ARCH. TOP OF L COLOR REGUI ALTERNATES AND FINISH ft SLAIS MANUP-ACTUPI EW LOUISIANA. PAGIFIC. CORIPORATION. 0 q SHALL HAVE EMAL OR e"I!lk rAP*GwalW AND SHALL BE % % r vie RMNAEPCO BY THE 15MMMER OF RrCA:111W. -W-11 1/2' r Top or- 2. "L.V.L." INDICATES LAMINATE;' VENEER LUMBER BEAMS, AS MANUFACTURED By _17 T------ FRAME CAAAA-114 m HE CIOLL"I LOL491ANA PACIFIC C.ORPORA-nON. ALTERNATES SHALL HAVE 11-115 SAME OR SLAB 14X4>Q/2 11 1 T.S. 14X4XV2 "00 0 WALL STEP "-.4 r CARMATER CAPACITY AS L1511W IN THE STRUCTURAL ell!NERAL z COLUMN 0 1 1 Mi 9 4 FOOTINS 0ONTINUES, E-12 1/4*1 NOTES. L-12q-2 1/401 .--- I 'J 4- T.S. 14X4>G/2 - I I > 1,4 m-L OVER Lok moanNe In Ilk u INDICATES CoOLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED -c-OL1404-- 14 1 r % PER ON PLANS. D % 77777777-7., 1,414944 FCX;rr NIS cc*f rlNUlES 4. ■ INDICATES COU*0114 UP AND DONN WLEW IT HEARS ON TO KN.L OVI!R "44 INOOTI STEP CONCRETE WALL OR FOOTING BELOW, OR IT 19 LABELED LOP ONLY. TS. 14X4XIV12 N -121-0 C40LUMN 00 --------- - 6 N) L2�-L TOP or- S. -c > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIC+rr ELEVATION. a - %I T L % MYP4000 6. INDIGATE5 TOP OF STRUCTURAL FLOOR 5HEATHIN& n I I I i - - I I I ♦ \ 111 V j r'12 eo 1. HEADERS SHALL BE e% -2X& UNLEE-a NOTED OT#*9a4SE. ALL '�1 i r• l HIIRS SHALL BE BUILT OUT TO 5 1/20 1/26) MrrM BY 21111 '1 i I 1 ADVINIS, MIV400P SPACERS AS 1I 12A i 1 12" LPI/32 W-128 LPV92 AT 1-4* \�P4_8 _Nroon r fi 120 LPI/152 N 12N LPIMA _j 1:--m_ 8. A" COLUMNS SHALL W ft%-2>0 U14-099 NOTED OTHER4*415E. AT P-4m 1 , AT P-4' i _ _y IT AT I-,V 0 q. P4000 COOLUMNS, SHALL M CA;IwIHLXXS FROM FLOOR T To FLOOR OR FLOOR TO ROOF. TM?-�S SHALL BE AVVW TO I 0 0 15/0' NOTED CoOLIA-M SIZES AS REQUIRED. - dif z :md lo. INDICATES INTERIOR 191EARINO WALLS. FLOOR JOISTS HALL STEP 12* LVL IN-LI Inj BEARING LOCA71-IONS SHALL LINE UP WITH STUDS BELOW. WITH SMEAR STlEP 54PTTOM *2 or- MOOTIN& 11. ALL ]EXTERJOR. WALLS SHALL BE CON5TRl)CTW USIN& 2.X6 1 1 00/4 STUDS. RIEFER. To EXTERIOR WALL DETAILS FOR ADDmONAL 4 HWIS TS 4X- % OWNWDEVE"IM INFORMATION. EXMR10f:t STUDS CAN BE SPACAW 2'-Om FOR STEP Ek7TTOt`I-\ 6>,6 COL- C-0� PC 0 51 lw-6 46. is'-10 3V4* 13'-<0 3/40 4-4- NO WALLS SHORTER THAN lo'-Om. STUDS 511 BE SPACED 1-40 OF R:40TINS A&4D FOR WALL SHORTER THAN 14'-Om AND TALLER THAN 10'-0". _j L_ VAIL RESORTS WIC % STEP BOTTOM --JL V&PY 2 :Tm C: _?___ TIE= ilPSON STEEL PLATE GONNEGTORS, UNLESS NOTED ON 6X6 CZ)f- II DEVELOPMENT 12. ALL BE-Aal)BEAM ANC) E0oh4t-VC4XUlwlN CoC"*5GTIOW SHALL BE or- Foomms H1015 4; MADE WITH Slt 0.4 1 OTHERWISE. COMPANY C % WALL Is. RE: AROMTEr.TURAL D11III99 FOR LOCATION AND SIZE OF AVON,COLORADO 7 r sm�;q STEP 54 elm 6X6 czq. STEP rpm -Ep B° TT of 1 1119F OH 6X6 COL. ARCHnEcTOFRECCWD DEEP r gnNe, -T FCXMN& ROUSH OPENINOS IN P40017 STUD WALLS. xx Foams STEP 14. RE, AIRCHITEOTURAL EWA" FOR HANDRAIL AND STAIR, FOOTING WITH (3)-*5 AND 51 W-6" X 4-6" X P-2" TS 4X4XI14 .041 PRAMINS 01ETAIL5 STEP HMA FOOTINS WITH (v)-" CoOLAk EACH WAY -omnNLtxr-7 s7ups PgRom 15. ALL EXTERIOR WALLS SHALL HAVE c !Tfi� I t 1 15'--13 FLOOR TO FLOOR OR mom TO ROOF (INGLWIN& II WA&LLS). 1 .1. - STEP elorrom 21 lk -12'-0' I I I OF rt2anhW EVA TOP OF 1 2 1 1 Denver,Colorado M-YV42M :,, I MEN DATION NOTES: IN MASTER PLANNER (0--12N LVL 1. DATUM ELEVATION 0'-0` INWALS ELEVAMON 0121'3° Fr. SIM-ON SHEAR WALL ABOVE DEbIGNARCHMCr e- L 4'-6m 1. 4-6* X 1�-2* 2. DCXX->(9 IN171rATlE5 TOP OF FOUNDATION WALL ELEVATION. SIMPSON HU 0 .... . ; I 4 V4w 4�--' FOOT1NO WITH (5)-" HART I HOWERTON Si MP I - _ . A EACH HAY NEWYOMNEWYORK S. 000-V->(m) INDICATES I OF Foams ELEVATION. EACH END HUI 7 7 HALL- HIRI I AMM b- i- STEP L_JjIt 1 120 LPI/32 1 4. CONTRACTOR SHALL FOLLOW ALL RE54XRf7Jffw2NM LISTED IN SOILS 0 a Vl SEEN AT MONROIS&NEWEU ENGMIMRS.INC REPORT. 91 P-4' STRUCTURALMGMM 01 L I- t_ln Ift 41..ON �_4 AVOK.CCUM&DO 5. CoONTRACTM SHALL PLACE (:s)- 'S VERTICALLY FULL HEIGHT OF -2XI0 AT P-40 -4 1 WALL AT 1410H SIDE OF ALL WALL STEPS 14161HER TWIN W-O* IN E C H A M C A L E LFJ C M CA.L E N CA N E E R WALL Rr=IW0RC4q14VNT SHI OTHERNISE. 0>0 3,-6 -6nx6 f4-EENGlNEEfl4-%lNC ALVI-noN To 120 LJ211/32 8 CA7W-ARETE 0 AVON.CCLORAM -16'-2 HALL AT I-4m mk 6. ALL flPOTINSS IN CAqA&4_1SPACE!S SHALL BE ELACAC FILLED WITH J" STEP CIM ENGINEEX Top OF FOR tNWA OF I In CoOMPAZ-TED STRUCTURAL FILL TO THE TOP OF THE! FOOTING T AUME ENGINEFMNG,INC. P! YWOcV MINIMUM. UNLESS NOTED OTHERWISE ON PLANS OR SHOWN ON FOOTINS, NO VAIL.COLORADO ELAC-KrILL sm-now. z Azk� STEP OF It2" L:VL '7. FLOOR ELEVATIONS SHOW ARE AT TOP OF 5LAZ OR AT TOP OF r 5/00) PLYk4OOD FLOOR SHMATH11NO. 7 -7 PROJECT NUMBER. 6285 &1511-0,0) a. roanNO ELRYAtTIONS SHOWN AM MALMMUMS, AND MAY NEW TO Ado _j BE LXW*SQM DUE TO SOIL CONDITIONS. VERIFY CMANGES, WITH tz- ION DATE F IS REVISION STRUCTURAL M*MNEM 4 STEP -12m 1/111* AT I .22 y _z Am\ ASI-075 12-2-05 q. PLAZe SLAB ON GRADE ON 5TlRUGMXtAJ_ OOMPAGTED FILL OR NATURAL 61RAIM AS OUTLINED IN SO" REPORT. OP041NO DUMB NAI E+IAlpr 10. UNLE55 OTHEWAISE NOTED - ALL SLAB ON aftADES ARE .4N THICK ACCeW OPENINS* fzoorrlNrw WITH 6X6 W2.1 X H2.1 P*MXMP HIM FABRIC.. 120 LPI/32 TOP OF AT OARASE WALL (2'-60 X 2-6s) STEP LPI/s _(i�XT -s3r=p. 11. PROVIDE cok"I jow" OR cowspInNJOINTS AS SII AT P-4m r 01 V3,_OmXW_Om A.7 ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT Flo PIER T.O. PIER E-131-51 EXC.E3M), 225 F,712� z -.0 (REiNFORCA! 6/54.10 illENSfONS AND DETAILS sirp (4 12. CONTRACTOR TO COORDINATE ALL DR AS GE-99 OF WITH ARiC441TEGTURAL DRA"N95. z _Fz 2% ziulyr, 13. CA94TER Foemmes UNDER. WALLAS AJ40 C-OLMPIM UN INS 004-1 0IMEMlOt*3P CnVERWISE ON FIAMPATWIN PLAN. A V t - t t r 1% 1% 2AO 14. REFER To AP4+qTEC.-TURAL V;RANINSS FOR STAIR FRAMING [DETAILS 5/0"0 EXPAMION. AND LANDINS SLAB ELEVATIONS. WALL A&4C4*M AT P-6' 15. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL ME BUILT PM STEP I I ■ i 11 AstemiTismaTuRAL LAmpsc.&PE MA&,*, DETAILS AND M"ATIOII S,jTE WAU-go SHALL NOT BE Cooli*eGTED To THE BUILDING UNLESS NOTED OTHERWISE. 16. INDICATES CC*rfI WALL AND FOO"fW CoONSTR=TED UWM i , SEPARATE PERMIT. (L mOx lNdRc.ATEs SHEAR WALL. REs SC+RMXAJE FOR ANCHOR BOLT SPAG1149 i � I 91PA0,-j7SW AND "I;X30,4INS. u') 0 I I I I c� g I I I __ 19 UNIT 2 UNIT I (5 BUILDING#8 21-7 1/26 12'-4 V2* 14'-5 V20 GARAGE LEVEL FRAMING q AND]FOUNDimON VjLkN :9 40 A 1/20 12*Ulla BR1 F 661-77 1/20 " O 0 cq 9 (13 ALI E A R_ 0 4 In < 5UILDINCA '*a GARAGE LEVEL FfRAtr"'I INCA . ;4ND FO . D AT ION FLAN. L 1/4" - 1'-0" 1 2 3 4 ® 2004 4240 ARCHITECTURE. INC. JLUI 4lliiifff!!! AND PIER 41 COLUMN AND PIER Ckpl-U IN AND PIER 13'3 3/8' 14'1 , c O (4)-°.3/4"4 x 12' L4%0-501-15 WITH 40 VERTICAL SPAGINt3 5 112" EDGE DISTANCE 1 1 6 11 6X6 6X14 BEAM I I I I GOLUMhI e� F=C©,� �oI 1!111111' 6X6 6X6 r 1 %' �• COLUMN _ _ COLUMN _ I 4 I 6 I 91111"1 1420 V-i 1 "A w 5ECTION 2 A'E�,,,412 A r�-O" i , X I ! V NkAi -TS I4X4A/ sy a A I'2X412 '7r °�• !^ m I I >4 I e-7',9 I/2` I 3 w V4` STM T-PLATE I -O'-2 1/2" JAN WIM4 (6 3/4"# ~ 0 ra W-A 1/2` L.VJ- TFs IOX4XI/2 ! -0' ! » f I (b On rvrJ, �..{ 4 < 3 3/4� T OF I - F 1 y. UP I I PL I X A bxb U ONLY ONLY I I �9 TS14X4 FRAME i ( ^�j COL" r�l CIV-120 LPI/32 OOb41 N ! I GOL.UMN ..`_ ` G r� I _ ■ x I ` 12' LPV3? ' WOOD FR4MII NOTES: D - - - - �-a r/2` L.V - - - - v4` STEEL - V - AT' j A AA <-o'�s 4 - 6X16 1. ALL HOOD, FfZAM1NB .JOIST'S SHALL SE LPI�2 T 1 JOISTS A8 TO SADDLE BEAM hEB �� I _ 410 � � ( �� ' � w � i !> MANJPAGTIJIRE 0 BY LOUISIANA PACIFIC CORPORATION. ALTERNATES I O (5)-2X6 ONLY 1� ■ r SHALL HAYS EQUAL OR GREATER GAPAGrTY AND SHALL BE 1 (4)-12' L.V.L. Y 1 EACH END COLUMN I h 5LOr� 2 xj RENIEI-ED BY T1•E ISr61 OP RECORD ; c4)-r2' L.vL. w V 2. 'L.VL." INDICATES LAMINATED V�LUNEER meets,AS MrANJFAGTUREP BY I 12" LPI/32 --! I I } LOUISIANA PACIFIC CORPORAT`14M ALTERNATES,SHALL HAYS THE SAME OR I AT I'--O' } I w �4 t-- _ 12 LPI/32 6RLATER GAPAGITY AS LISTUP IN THE 3TMJaTURAL e994 RAL ( ; w I I AT I'-0" 12m LPI ill AT E'-4? 0 s n 12" LP1/32 AT 1'-4` J &IW=M GOLN DOW ONLY- MLT IPLe 2X PRaMNs HO 12' LP/32 AT 2'1 AT 1'1 12' L-0 2 ; v � N43 FOR FI..fJE � � ry � PROVIDE 1=0R FLUE ■ 4. INDIGATE'S GOLJJNN UP AND DOhN UN.ErS rT BI!°AR5 ON (4)-f2" L.VL. (fir ARCH. FOR SrZF� I ' 'S BELOW ORE" A .C+H. FOR SIZF� GOH T>�WAI_I. OR I¢OOTtII HE1-10K OR IT M LAMELIMP UP ONLY. S. < Il�IGATES TOP OF WAM E.LE1/AT10NI OR PLATE HEldW ELENATlON. � 1 � � (4)r!2' L.V.L. I SIHQPSON ` --- I/4' ST 33 SADDLE I llt4 m 6. INtMATE5 TOP OP STM)G-MRAL FLOOR SHEATHING Hi6US 410 TO REAM WEB "---J 0'1 '�• t1avA-noK ! W-13» LPI/32 H 0446CR UP C42L N 1 TOP OF I AT I'-4' EAC.H END C N L I I I C3)-2X6 PLYHdOOD (5)-2X4 I 7 HEADERS 5HLALL EE (W-2X& 1�NOTED OTHERWISE. ALL GOIaJI'�1 GOLdJMNI `�v ---_-_---- .- -.-..--- HEADE'_I�a SHALL E�BUILT OUT TO 5 r/Z' (5 W") NDTH BY � » •mk I47DIH9 PL'I'HHOOD SPACERS AS REQUIRED. ! 44 OF gip` I I (" (2}-12' P1FS } (� 51 11/L T`72 8X16 I OWNERIDEVELOPER 6. ALL GOLM"N5 SHALL VE (13)•-2�Q6 UN JWG NOTW OT#*W" E. I , s^ SHEAR HALL PLYWOOD I AT 1-4" '�"'��"N J q. WOOD G4XUNN5 SHALL BE GONInNkJOUS,FROM FLOOR , ABOVE s RFf ARCH. FOR I LIP �TIDN ! (3)-12` L.Vl.HU ry TO 5 ! TO FLOOR OR MOM TO ROOF. TRlM�S SHALL w ADDED TO LATVIN®, I VAIL RESORTS Ni GOL.uMNt 512ZS AS R1Y,NJlR®. C3 , 12' L_VL ---------- — — - ELEVATION _ 2X8 C3)- 12 LVL — D DEVELOPMENT 10. ® INMATES IN7EWoR mA ms WALLS. DOOR JOISTS _ _ _ _ _ �--� - _ _ I I � ACT-Z-40 - I BEARING LOGATIC*M SHIALL. LINE UP NTH STUDS BELOW. C r - ---- —� X � -AT j 4 I I - 2" LPI/3 , 12" LPI/32 c CON�I�NY 11. AL-L EXTEItiOR WALLS SHALL BE GONSTRIJCT'� USIH9 2X6 ` . , I T I'-4" I 5TUD5. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL (2) 51MPSON M5712 I � UII ONLY 2X4 AT I'-4 I f AT I'-4' AVON,COLORADO INFORMATION. EXTLRIOR STUDS GM BE SPAGI� 2'4' FOR STRAPS M1RAP t----i 2X9 4X4XV4 � I/4` S SADDLE � ABCi•IITHUOFIIECOAD WALLS SHORTER THAN ID'-O". 9M�5 SMALL BE SPACED I•-W (2) SIN�'50�T1 It DEARIN6 AT AT 1'-4' A I (?�-?XIO �L a. UP FOR WALL SHORTER THAN 14'-0' AW TALLER THAN 10'-D». A1Gt,0UND LVL BEAM STRAPS 04RAP I LANDING � TO BFAM PEER I UP W ONLY 12. ALL 19LAM/gEAM AMID CAM11 ,.TMONS SH II BE TO STUDS d I TO AJROL#V LVL ECAM UP TS STUDS ABOYE) I 2" 1 3 W) 2.X10 I ! ONLY I/4 � I G � MADE WITH sIN�PSOM OTEEL PLATE CONNWTORS L44JMS NOTED _ I O , 1J. IRE AIIGHIT5GTURAL DRANN S,IM LOGATION AND SIZE OF I �- I I I ^ ! (r OU9Hi OPEHN189 IN P401017 P401017 STUD WALLS. - - -, -,_-_-_ -__ ■ I 12` DORM,Cafarada R 14. RE. ARGHITEG7URAL. VRANNDS FOR HANE7RAIL AND STAMR i 4 I I MASPEXPIANNER 0 12m FRrtiMIN6 DETAIL.�J'. 1 ! ! ■_ J�T f'�4"�� 1 DESIGN AACHMECT 15. ALL VXMtIOR WALLS SHALL HAVE GON'TINUOUS STWS FROM FLOOR TO FLOOR OR FLOOR TAO ROOF M40LWINS RAKE loli S�. Ir I I I � 11 � I �i, HART IYHOWER�TON 16. OINDIGATES SHEAR WALL !�SCMDULE. t~ I t VL I 12' LPI/32 I S1xuCTLYRALENGINEEK AT 1'-40 IN HU HAIR \ _ MONEOE&NEWELL ENGRWER.S,INC 1 ! — AVON,COLORADO ! I q �: I ' I I MECHANICAL ELECFRIIII EN GINEER (2I 1 SIMPSON HUI A-E ENGINEERS,INC Y AVON,COLORADO�Y (3)-2X4 y t= n COLUIVIN SAMPSON (2 -12" LVL ! I 13 �_ _G _ 12 w LP/32 ALPINE ENGINEERIN G,,INC. I VAR,COLORADO E AT II ! ' 12' LPI/32 UP ' Lim D.1 2 AT I'--4' ONLY 12' LPM32 T AT I'-4" PROJECT NUMBER_ 6285 2X4 AT !'-4" _ — - - - - — — — - — — — - - s:> r, — , IS NE REVIS-ONLY - - ION DATE B MAXIM ? 5PAGINS (2)-12 L �Ypi )-2X6 2X4 1EARI I I /001 ASI075 12-2-05 ON SLAB II ,01 POLUMN ■ U:;P `? AT I'-41�Z I (CANTIl.F/ER I I I ENS-ON I I BELOW (2)-12 w V.L. AT I� 4 T I I I I BEAR 1W6iX50 OVER WALL) ON T SLAM AT !' 4 B IN.0064W+ HALL STEP OPENI IN n sTtP I STEP - - - - - - - - A.JT - - _ _ �.• _ - y 8 2X4 AT I S '-4' . ! `c ! _ MARINO WALL ON 1 '' r/4' STEEL WALL n I ; PRECAST 5L.A8 (5' fi' 8 s I 5T01 VENEER WALL ABONE s STUB WALL ABOVE `� STEP I 5i11JB WALL A80'VE REs AtRGH (� BET IIET 5PACINE3 T ' _ ATED 5LA 5 A NO EL.EVATi� SLAB BETY+�N WALLS) . _ 8' WIDE COW-*WTE GRADE ►. ELEVATED SLAB `� -' 2X6 z' SEAM WIT(H O? GN ' . A&V WALL '-q 1/4' O '-O -Ilw -0» .„6»T BOTTOM AT 1 1'-6" VERTICAL AND M6 AT I'-0» ti dR UCXX'_XX'] STEM YVALL5 OVER HIORI70NTAL I - PRECAST SLAB '_ ! ARE 8' THICK t= ELL1/AT® STRUCTURAL PAVERS X I i .; SLAB I N RED LANDSCAPE »� - L 4X4X3/6" 1nNTH ` '3/8'6 EXPANSION I I � 7• M 511 ��» . w I 1 ' B AW-4-K RS AT 2'-6" 0 n Y C) x N 4" TOPPING SLAB N WITH W.W . I x m ! I BUILDING#8 L MAIN TMT*Ei�pr 10111-2 I/3t 21 I I-2 2-6" 15'1 1/2 51-615 q$ 3—6 10=2 I/2" P1i.i1{ING PLAN Go 7r BR1!4'-1 1/2' 26 Y7■ RJ61D INSULATION fiE. ARCH 66'=7 I/2" RE. ARCH FOR PRECAST SLAB WATIER PROOFING 11w' PI-AN 1 UNIT 2 2 3 UNIT 1 4 CD N m m 0 SECTION 1. 5UILD INCB 08 CAIN LEVEL FRA> LING FLAN, z �,4,w = 1,-0" 1/4 1-0 11/2" STONE AND 2X6 EXTERIOR WALL TOI���1/.E�h�BR N N R�a ARCiH IOXIO FEh1ELL POST RETE TO'PPING SS EEATHINO VARIES L 4X4X5 10 WITI'1 e O� I„IA-�p�INg 3/6" 0 X b" EPDXY ®2004 42{40 ARCFIITECTURE, INC. 2X6 EXTERIOR WALL NOT P05 LOCiAT1 PHZ ARC.HITEGT OVER PA Y WALL 1„uTM TOP OF LEDGE ELEVATION Me PLAN ANCHOR AT 2'-O' WITH SHEATHING PER JOIST AND FASTEN SUB-MOOR WITH 5/4" T40 SUB- OOR a T}{IN6 PER SHEAR =TOP OF WALL AT DOORS DO,-Xx,7 STONE VENEER SHEAR WALL W-3/4' 4V X B' 5 MIN. SL�S ALIENED WITH �L �E �a UNIT MAIN *`�� N�! ��•!�i�` 2 TM 1 RES AR+r.H fZ)-Z7C8 TREATED JOISTS W!'TH I/2"TREATED" !ON Lam' PL e i E eO4'�``L12* PLYHOOD STONE VENEER PLATES WITH 1/Z"0X (2)-2X12 RIM SLOPE PLYWOOD " 4 s 5 ! 1/2 CONCRETE /4NGHOIZ AT 2'-O" i SHEATHING R,Ea ARCH. 10 N ACHOR BOLTS 2X12 BLOC.KIN6 TOPPING 1 I/2" CONCRETE 11/2" CONCRETE } K (4) " TOE+WL5 L 4X4X5/b WITH 3/4" 0 . PLAN EACA WITH (b)-16d w TOPPING TOPPING b 04103 GONT f LL AT FAGH STUD TI'RU-BOLTS AT I'-•6' TOP OP Nor NAIL5 TO ROST - I REa PLAN Res PLAIT FLOOR FRAMING - *yo TO WOOD HEADER 4 '0 . 1 TOP OF TOP OF REa PLAN >A�i",HFC RE WOOD PLAN v2" X 4" LAO SCRENI5 PLYy�IOOD (?J- 5/8"0 X 18" r FF AT 2'-0' TO WOOD TRIM LAO SC*2EHS - 1 PLYWOOD PLYWOOD _ . I RE. ARC#!. 1SOR 1/200 X ON _ WATERPROOFING •A LAS-BOLTS AND PROTECTION AT 2'-0" fXX'-XX'] w w REAM GANTILEN� - ARp OVER C PLIk1N AT 6"d " SIMILAR S TOPPING 0. n a� 1i li 05 AT I'-6" +:: • k SEAS WITH } „ r W.W.F. V) n n HORIZONTAL 112" ISOLATION JOINT • ' FASTEN JOIST 1 5/4" 3/4";� 1 111 W •. _:,• �✓ VERTICAL �'100D TRIM TO SILL PLATES WI e w EPDXY GROUT 60 INTO SLAB s-=•ei=x . RPa 1 v4" RIM BOARD (6)-Dd TOO NAILS B_ �4 �/ TOP OF WITH SIMP�_�ON A�6 ., DECK JOIST FLOOR JOIST HEADM CLIP PER SHEAR 6X6 CA:) BSI MP5oN U WITH FLOOR JOIST RES PLAN REa FND. 0 WALL SGH�UE.E t?,�-M5 'OH"WoI)r' WITH SIMP5ON � Ma PLAN PLAN 'E a 6ECTION 11 GB GOLD IN BASE .. w YVOOD BEAM RIGID INSULATION } 3/4' a I'-O' STONE VENEER ( - RPM ARCH. r RES ARCH. r-!/4" RIM BOARD GONTIN)OUS _ �, L4X4X3/b" WITH 2X4 CAWSS BRA�•E H ^ 3/4"0 EXPANSION • WITH(3)-16d AIAl15 " PER JOIST MAiNUFAGTURER PRECAST FLAT SLAB FBI ANCHOR AT 2'-0" : : � @p AT gb* .+ I• 2X4 AT I--4 BATTERED WITH SIMP50N A-3S CLIP .., plat 2X4 AT 1'-0" CHIMNEY �Y lxl� PIER WALL WITH I/2' PER SHEAR WALL SCHEDULE : . PLYY�OOD SHEATHING 3 .. � � WALL WITH V2" PLYWOOD DIRWTI H _ w SHEATHING ERE: ARCH FOR " REa ARCH FOR FIRE- L�r4X4 X0'-6' P4 w t 0 L 6X4?Ci/8 (LLV) �'T RATED WALL A56El�LY WITH 3/4" 0 TI-IF�II-BOLTS Rga U51.01 FOR 294 TREATED Z_ A �4 , u T 1-40 TO (.2)-2X SOLID REa IREP11 FOR HEADER L R CONNECTION PLATE WITH v200 •- ' �_ -J • a . �p� PLATE WITH ( "M AT EMERGE OPEHIING = SECTION 3/8" X 8" X O'-b' ENEED A 4c*km BOLT 4 5 AT I'�6" REe PLAN AT 2'-0' a ' DCXX-XX"� 3/4' 1`-O" X 6 I f.A.5. .p■I 2 1/4" COW.-RETE TOPPING HORIZONTAL ` I'1 TOP OF :• a f•T� QI •• a ✓' AT 10' PLYWOOD GONC RI=TE PIER •' •• a �A6 AT I'-4" w 1/ • VERTICAL (REa PLAN WITH (b� ,+ L6X6X518 (LLV) WITH VERT'IGAL Y SHADED AREAS D1340TE x ■ 05 V6ZTIGAL 4 (3) 3/4" 0 EXPANSION _ STRUCTURE GONSTIM)OTED FLOOlZ JOIST TIES AT 1'-4° MINA T 1 P/4RTY WPILJ_ (#tea 4/54.11) T � L SEPARATE PERMIT V " U REa PLAN (6)-05 X 2'-O" •. •' i • EDEE OF PIER 2X4 AT 1'-4' CHIMNEY ` � ' 2" CLEAR WALL WITH 1/2" 6" a ,• TYPICAL PLYWOOD SHEATHING •~ - �. - a .%6 RIEs ARC44. FOR 2X4 BLOCKS EAG1'I Q 0 a • ` •- 4! ! ' '•a Ci HMNEY BATTER *'5 X AT 2-O REa PLAN FOR z O SIDE OF JOISTS ry d FOOTING 2X4 AT I'-0" BEARJNG WALL REINFORCE FOOTINI3 6r A. �iRAWLSPAGE RE • 4 r x' fXXX_XX") /hRCil1 z WITH 05 AT 1-60 EACH WAY 2X4 Ti2EATED PLATE BAGKFILL Me PLAN !ry 16" LVL AT WITH L/2" 4' ANGI•IOR (XX=XX`) FIREPL.AGE OPENING BOLTS AT 4'-0" 6ECTION - 9/4"0 , .. • • - .•d' GOI �/TI�)�BOVL T'S� - (?a-2X10 L • ! ;' 3/4' I„0N AT I'-4" TO LVL BEAM (WALLSIDE TREATED) RES PLAN 1 " •_: %s' ` • • • WITH 5/4.0 X ON TOP OF PL`PhIOOD 0 >:x Al 1% If m4w ••.. . .• d hIDOD MANTLE EXPANSION ANCHORS J y PLYWOOD SHEATHING Mk ARCCH. AT I'-6" VAIL RESORTS 1} - .` (41-05 GONTIHUOUr I/2" ISOLATION . . � I/4 X 6 STEEL PLATE w JOINT - ' �E WITH v2"4+ X W LASrBOLT°S T 1�1� a ..:} " DEVELOPMENT I I O I 1 NO WALL ABOVE TO MANTLE AT I-6 4 SLAB ON GRADE INDIGAT'® ON PLAN �� '• �'�" AT SIMILAR 0-43-P TO STONE - WITH W.Wr. COMPANY 3/4■ = 1'-0" RES PLAN BLOC41C JOIST SPACE VENEER SUPPORT ANGLEJ RE. PLAN V 2X6 INTERIOR BEARINIS HEARTH WITH %`� REe PLAN AVON,COLORADO 2X6 BEARING REr PLAN l(1 LOCATIONS N WALL ABOVE 2X&. LOCCX SOLID AT = : axc�cr OF REcORn r I V20 GONGRETE TOPPING WALL �� SECTION rJ 2 1/4" GDA{GRETE TOPPING T rr+ ON 3/4' T!B PLYWOOD M FRAMING k SLAB SLOPES FLOOR FtEs PLAN WITH , 3/4" = I'-0" Aq SIMPr..,-ON 1UT —arc�;t• s.'.--'s--" r� .� I6 � FLOOR FRAMING "wt■CIU11E I I I I/2" GONGRI=7E RE, PLAN y D' D-o� O,'a O,o TOPPING r Gamier,Colorado Ma PLAN ry FM- } I 1 TOP OF N ■ MA•SM PEER VCX'-XX"> 8'-10 1/20 AT UNIT ISM 06 AT 1-4 X I'-O DESIGN&ctnMcr 10'-10 1/2" AT UNIT 16 ILL I I y4■ RIM BOARD (XXX-xx") HAR���OWEORK STEEL BEAM (RES FLAW -- ------ ------ (REa SHEAR WALL SG *XU-E L6X4X5/16 WITH W-v2'm X 6" PLAN PL�OOR JOIST, RES HA R " --- --- ---------- ------ 1 LAG-BOLTS TO WOOD ;� a r WITH 2X RIPPED TOP I FOR ATTAGHN�LT) -.- .;, - s�ucitrRAL$rvc�rm� PLATE AND v2 0 THRU-BOLTS -- ----------------- PLYNCK>D S E;ATHIN3 STUD EACH El�b MONK E&NEWELLENG ��S.INC AT W-0' (STA66ER®) j T UNIT 15 ONLY a,�.E•AR WALL w T�I� � AVON.COLORADO GP. I PROVIDE 5/!6 WHERE 2X6 BEARING WALL LvL BEAM 1 1 PLATE W1THH (4)- ATED ON PLAN 2X6 TREATE7 PLATE STONE VENEER REa PLAN . :. (4)-ft GONFINMA t ata&E r?r.F ER,INC rv�x 6ECTION 1 WITH 1/2'4 ANCHOR ` ever coraRAno�C THRU-HOL�'a TO STEEL �a STEM- BEAM IN FLOOR I GP. SAM BOLT PER Y�E OCCURS 3/4' I'-O" 1 1 I I/4 SHEAR WALL SCHEDULE " Rlra PLAN REa PLAN ALPINE c�ileG c,INC T5. IOX4XI/.2 WITH L&X4)Ci/b (LLV) VArr,Cos.ORwa 1 `f/4" 0 X 2" 1/4 WITH 3/4"0 G G THREADED STUDS 2X4 E 1`-4" THRI, BOLT 5ECTION1 AT q" ,. AT b" REa ARC44 BATTf STEEL BEAM I I ", : ; :_ _ �V KITH ti. PROJECT NUMBER 6285 (IRE. FLAW WITH zx i 1 0 A SHEATHING " ° w RIPPED PLATE 4 1/20 0 _ '•.•• . : 3/4 I'-0 THRU-BOLTS AT 4'-0r GONTI� kX)S I E REVISION DATE .a REe PLAN �: ` ' - 2X8 1 C01 ASI-075 12r2-05 BLOOKING C k l I I I ! 1/2' _ TOPPING 0 5ECTION C TOPPING 141 5HFATHING FLOOR r LVL BEAM, Me PLAN 3/!60 txx-� 1 1 � � w , w 8r r 1 I 1 3/4 + I-0 'J/4" PER SHEAR WALL SHEATHING I t I I I ''" EVE. BEAM 5C.FI�1 F I 5N 1/2' PLATE WI 1 1 i 2TREATEDNLED6ER 1 05 AT !'-f>'" REe PLAN 1 To' 1 ---- ----------------------- 1 1 EXPAWNON ANCHOR HowzONTAI SECTION A-A LAP WALL SHEATHING LVL SCREPO 1 I I W.-� �MNKXj SECTION OVER RIM JOIST -------------------------- I 1 a N r 1 1 I I/2" CONCRETE I TOP AND BOTTOM MINIMUM I-0 TOP •--• 1 EACH END TFLOOR FRAMING 1/2" ISOLATION JOINT 3/4' 1'-0" SHEAR k ALLS T I I I 1 1 REa PLAN PAVERS REa LA PSCAPE 3/b EAC.H END 1 • i i i I r 4 SLAB FOR PAVERS N.r o RIM BOARD I JOIST I RE. PLAN I I I I Sff-P N A-3.5 CLIP j I I 05 AT 1'-b" EPDXY -jai�-+ •-=-s-�e� `'s----s--�.s RIM BOARD TO PLATES 1 _ 1 I GROUT 6" INTO SLAB d SLOPS? TOPPING - E WALL s�crro� G G 5ECTION 2. -117 1 b■d 1 SLAB WITH W.W.F. �—� 3/4' = 11-0' 5ECTION 1 � PLATE VARIES RE!A BOARD. BY PREGA5TER a we - I'-'D" T.S. 14X4XI/1 v' • - "-"-- -y- It .W EXTERIOR WALL IR i i i i f)�xX'�cX s. . i WITH 51'IEATHING SHEAR WALL TOF'PIFIG FLOOR SHEATHING I/ THR 0 X 2--Om I ' 1 I THREADED RpDr' - � �` �� - � RES PLAT�1 I v4" RIM BOARD = t I WITH 494X5/6" It 4 I HEARING PAD r NUT AT HHBEDDE'D � > � � •# NOTE: LAP WALL SHEATHING v r I END 1 _ BY PREGA5TER � 5, OVER RIM J015T MINIMUM s i 11-0" TOP AND BOTTOM BUILDING#8 Dcw-X707 I L4X4X3/b X O'-&" ' t AT SHEAR WALLS% B B �= x # - � s WATB�ROOFING AND •` r .,e RIGID INSULATION DETAILS j I I MIN. 5/4"- I I `� '� ' ' RES ARCH. CD 11/2 I I/2" 1 1 SHIM 4 NON- 1 i ' v I SHRINK 6F?DUT 51450 X 6' X 01-60 -' ` �• .�� . �� „�•� ,_.-_:A, �'� INVERT07 PRECAST 51MP50N A� CLIP BR1 3/4" X 5 I/2" X I'�■ EMBED PLATE WITH >,' TEE BEAM RIM BOARD TO PLATES m o SASE PLATE •• d .. f?J-3/4"0 X b' REa TUNNEL PLAN REe SHEAR WALL SCHEDULE D.AS. ' i FOR SPACING VI-JOMT q • . •:' a AT 4'-0" Tj �. PLAN d a ,, •: • irMMf I I-JOIST BLOCKING AT N 2—O ��II °r°a SGtIDI�I S■-S 'Rw STRUCTURE CONSTRUCTED 1 0 `n 4■.P-!0" FRptM �L ��tT� UNDER SEPARATE PERMIT o b' CAST IN PLACE WALL SECTION 3 U S E G 1 ION 10. WITH REI PER 3/53r0 5/4" ' 1. 0w S 5ECTION S L IRie.• - 1810 Q 2004 42140 ARCHITECTURE, INC. 1 2 3 4 84 13'-3" 14'-0" - 134^ I 13' 0" 1 -2y4" I � 1 —E FRAME COL - A382 CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT TO SOUTH. INTEGRAL COLOR, BROOM FINISH 1 TO MATCH SITE CONCRETE SIDEWALK & BANDS PIFR --- ;0_1 N A383 F 1 1 o N TUNNEL PACKAGE, TYP. W 04 f ` COVERED TERRACE � FRAME COL Q � I � RAM COL. j, CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT 1 PIER ` - 0 TO SOUTH. INTEGRAL COLOR, BROOM FINISH ��. ! SPA LOCATION 1 ~ ` \ N 04 TO MATCH SITE CONCRETE SIDEWALK & BANDS T -71,2• E COL. I OD IN TUNNEL PACKAGE, TYP. I A381 jj 8'-7y2. 4'-4" 6'-2" I - C1" lMG �1 J. v'CJ 2 _ � SAC Fey n COVERED TERRACE ! A535 K UNE ^ r0 ® SIM. .... on" — —— — kB&OF DECK W r� �s� J ♦ I Q J '. 2 f , �P A535 A535 V K MOMENT FRAME I K BD04A \� SIM f� _ � SEM 2 r _ W '� — A007A � ____ I K R 1 PEER 1 1 i I K � \�. -I 4* _ 1 tc to ti A005A r ♦ FAMILY ROOM ♦ ,r -� 0 I 0 1 1 1 I BEDROOM 2 o I � r uj A3 85 N x L Q1 BEDROOM 2 I 1 I 4 w N 0 FAMILY ROOM 2 I I I �-� I ` N, co -to ® A905 ♦ L r A905 2'-4^ 2'-5" 4'-43/4" –4'-7y2" Q1 L X. EQ p q� OHLECTRINIC ARM/ E(� p 2' 11" I ooax>3nR/n>?v>�oPSn REpII�I�CH CE55 RE IME*CES II �+ + + u 6" S-134" 2!1' 5)/4- 1'-7y2 3'-7314" 13'-0" 13'-6y2" 1 0006B i' VAIL RESORTS 4'-0" A812 _ '� PIER DEVELOPMENT CPT a A0058 I _ _ _ ... 9006A -�- o I COMPANY B003q CPT M .- N 1 i AVON,COLORADO _ ... .. _�_ _ .. _ R v, e ^i 3'-5" Q 1 L - I LE A004A - — ,� 1 STAIR 7A BAThI 2 Aacilrrr o�>I�,cOan 1 A007B 1 1 1 A 1 TI LE CPT ° 1 BATH 1 I M 1 A81 1 I 1 — 1 RE: INTERIORS , N �� 1 — 1 CPT STAIR 1 FLEX 1 in 1 M 1 SPACE 1 — N 1 0 ' N "' o DORM.CoWiado 1 ! ® I 1 TN N a ASTIR IPLANI-M 1 1 ° 1 1 R 1 NJ W nffiIGN ABC1i1TEC1 STN HART I HOWERTON N 1 --- 1 I 1 W/ 1 _ M 1 Y NSW YORK,NEW YORK O =� 1 1 N xN 1 WD. 1 I WD. 1 N BEDROOM 1 M1 o U 1 R STRUCTURAL MqGftaM LOWER ENTRY U , M 1 M 1 ♦ 60016 __ � BEDRB00M 1 A MoN�OS INC an _ _ _ we _ _ x ® © N A001 [V I MECHANICALELIBCfRICALffidC R ST UNFINIS ED STN N I AVON,�0C T.O. PLYWOOD SUB Q 1 I T.O PLYWOOD SUB irJ EL.- -13-0 1/2" O. PLYWOOD SUB `O N CIV1LENG U Q1 EL -12''a" STORAGE 2'-0" _ 1'-7YZ" 6'_8" 1 –12 —d ALINE BNGINBSRING,INC. 2' 0^ A001B Moto 1 �, VAU,COLORADO � --J MECHANICAL = 3'-4�4" A3$6 _ 4'-ay" A901 13001A o\' B&D/A51 2'-2y2" CP STN ANIN _ _ _ i � cESs 01A PRO]BCTNUMBER 20900.00 00 r iv STN C cESS T07B M 1 I I (��L• A0036 N 1 M1 2'-0" LOWER 6008A CPT ► ISSUE RBVISION DATE lo r N T.O. PLYWOOD SUBFLR ENTRY I M 1 BOOf3B °j 11 FINAL CONST. 01.03A5 B EL.= -12'-0" 8001 - L - M -gy2 07C I MECHANICAL _ STN B009B B&D A511 N 1 18 ADDENDUM 5 05.16.05 ♦ _ _ r ®� - _ TILE N 11 T07D LE N1 N TI I D DUMBWAITER CRAWL SPACE I A ^ 86 AM I ACC ES S 4=- r T08B °_ BATH 1 U o BATH 1 I -I I T.O. CO RETE x A.7 ASI-075 i2-205 ( 1 y� ONI — N N `0 EL.= RE:1/A004 DUMBWAITER 1 T� I z° N N F<N 2'-3" 4'-11" 3'-1" 3'-Sy2" -10y2 13 1 1 N A.3 ♦ TIC ♦ ---- � .r C C DASHED LINE OF ~' "" I A511 BUILDING ARV. I A511 4' y2" 8'-1fly2" 2'-4" 5'-6y4" [2'-33 4� 2'-0" 2'-5y2" L✓ �9.-8^ 4'-7y2" PLAN NOTES: 13'-4" I i T.O. CONCRETE p I EL.= RE:1/A004 1 FOR WINDOW EXTERIOR ELEVATIONS L _J DASHED LINE OF 2 DDTUEDN ORNTOACENTEORLfNE ASF BUILDING ARV. INDICATED. TUNNEL PLANS 3. 2X6 AND 2x4 WALL WIDTHS A A384 TUNNEL LANS 83 RE: 1 /AO04 GRAPHICALLY INDICATED (U.N.O RE: 1 004 4. FIXTURES° APPELRANCE 14b FINISHES. _ l EE J 5.RTYPES TO SHEET A611 FOR WALL s.SEDL SHEET A7 t 1 FOR DOOR CHU . BUILDING 8 L J , GARAGE LEVEL PLAN UNIT A 382 UNIT B A38, 25'-11" 14'-1�2" 26'-7" BR1 66'-7,V2 p 2 3 4 GARAGE LEVEL PLAN N Al 81 © 2004 42140 ARCHITECTURE, INC. 1 2 3 . 4 _ - 1 TERRACE_ RANDOM PATTERN SANDSTONE 13'-5" 14'-3" f Q , 84 CONCR "SLAB LOPED LIGHTWEIGHT EQ EO EQ `.. CV p O G R N N \ �jj — _ _ i i i i i i r11 i i �% O�fP L ON -- A522 I a 1 A383 v� PIER 1 6'-6" 7'-7y2" ® 1 _ = FRA E COL 1 I 1 1 4'-4y4" N19'_0" ° 4'-4y4" 8'-7y2" '_6" �O O 11110 1 w 6" 8'-7y" 4'-4" 12'-11y2° 1 SIM SIM 1 1 1 2 4'-6" 4 -6" 4'--5Y2° 4'-2" OD A0 1 DECK 6'_2" 6'-9y2" 1 1 A535 A535 �..� 1 Atas ' I ♦.L .., , ' , c`t DECK I Fo : IZ 0 1 a K 1 a 1 ! m 1�/ O /4' 4'-10y4" 4'-Oy." � O d- L ♦i„ .s� ♦ , K . Fp SIM � 11— /4' � �O .,�tx r I 1 GAS FOR I 1l ' 1 I C S FOR I W A 'tea `fi 1 GRILL �. �� M 1 A535 GRILL r i ~' % ¢ D -- 2 o D ° K 107A � 1 1 tK I 610sA a V OPP "9 E , 1 I I {�P7�2TTERN ;i w O A535 1 1 MASTER BEDROOM R I 1 °D 1LfG I fiTWEIGHT atto I 1 A535 FLOOR 1 I � 1 11 � I L e o `i 10'-Oy2" Fm �Y42.-1y4., •-7y4 '-73/4" 5'-11y2' I 1 cN 85 cN I f I I 1 11'-4y2" =I or I LIVING ROOM 1 1 I I o cD N l DINING ROOM -� 3 I LMNG ROOM 4 I I I A9g5 Btos DINING ROOM �D r � kWD N J stoe CP L = VA R 2 4'-7y4" 2'-10y2" 4'-Oy4" 3'-33/4" 2'-8Y2 � V 11LL RE 2'-Sy2" 3'-33/4" 4'–Oy4 2'-10y2" TI A8 2 �, DEVELOPMENT A1118 N �...� i .. ... i i i .� utu I A111A ) M � o COMPANY AVON,COLORADO 4 10 _ �_ I� /lal(;FIPIBCPOFRIKORll C � \\ N 3'-1 oy2 1 —I EQ•2 EQ.2 EQ.2 lr \\ WD N 1 I MASTER BATHROOM WD 1 N I 1 23/4" - 1 3'-5.. I MUM N1 L Jtttt 1 L 6" 3'-5' J I {RE: STRUM I � ITsESFI � R U perrver,coloisao �p L N p � �r uc.} N _ DASF EluN6 ABVF STN 2 1 00 � 1 CEILIt�EG ABV. OF o °° I A811 L 1 I ; 00 14�AS17:iRPLANNE11 1 I 1 1 DESIGN ARCHrnRCP 1 1 N 1 wD 1 HART HOWERTON 1 1 O NEW YORK,NEW YORK UPI 1 6 - - - - - - - - - - Eo KlTCHEI� 1 WD 1 LINEN TILE N1 N 1 1 a m I UP 1sR 1 WD ® STN 1 ;�, KITCHEN n�oNROSn�tc I AIOB 1 J ! B10B AVON,COU RAt]O & FlI U,XO M l STN M c ' All 12A , Di i i i i i i — i �' 1 & ' �j R >I�ECNANICALBiECE9L% 124G ROM AVON,COLORAIIO I � 4'-5" 5'-0" S N AtJ`2MEN�n4EElMQJNC. 1 wD 1 II MASTER CLOSET � � DN 19R 3'-3" 1'-9" �Vtt2 N1 REF vAtz.,COwRADo PANTRY PANTRY: -D-/A-51 1 REF. BIN ,� i .. .. _ _ ii _ _ IN STONE WAIN STN I _ M 1 PROJECT NUMBER: 20900.00 g M M — MAIN ENTRY 2 1 P 1 I N i A I B110A o ISSUE REVISION DATE eto3 A9Ol �, �° M PANED i o I DESK N 1 L I BENCH B 005A - DE POCKET l DOORS 386 ;r, — MAIN ENTRY REVISED % REFER TO DTL. 2/A521 I , — — 'r Al 13A I POWDER = WD WALL TO FOR DIMENSIONS ® M " =N 2y4" _ Bros l 3 61108 BREAKFAST ROOM 2 x 6 FRAMING - - - - - - 1 w M BAY. sllyl. BREAKFAST ROOM 2 N I UTILITY R A9g1 ® M o 1`hJ8U O I I At05 WD STN I N A103A Att3 i i i i i — ++ i i iv ASH!!5 i�2-05 j All 03 _ _ _ _ Al PAIR OF A.7 D 1 P - " 1 B103B DOORS OFFICE — ♦ N 1 3'- 2 FRENCH M r tit " 1 2' 5" �, O F D/A511 WOOD"SILL 1 _ 1 X42 AFFI 1 N A ��30 AFF I Q f30" 1 61048 — � B1 04A 1 r 1 SKI J I r 1 1 UTILITY It D I ' 1 PLAN NOTES: 'o 1 Z ENTRY PORCH I CLOS I K I B1o4 G 2" 0 4'_4!4" ' m not A102A A1°� 1 1 Q 1 1 .R FER T T 1 R ELEVATIONS f t 8 A�sQ. PENING ®7._pp" 1 I I BENCH M1 Q1 J K F R W#N O BASE OF BATTERED W LL I 1 I HEAP HEIGHT (A.FT 1 2.DIMENSIONS ARE TO FAI OF ill i STUD OR TO C NTERLIN AS = ® STONE CAP I 1 I 4 I SKI CLOSET 1 r INDICATED. f A521 1 B1o2 3. 2X6 PHlCALLY4INDICATEDD(U N O� it 1 6102A E� PORCH 1 4.REFER TO INTERIOR DWGS. FOR ALL l 4,-2y2" Kl 4,-8,y2 i 11' -1oy2" II Kl 1 $1u1 I 1 FIXTURES, APPLIANCES AND FINISHES. 3'-5" R� E A521 — I) A382 A38a 5. TYPES TO SHEET A611 FOR WALL 1 — — — 6. REFER TO SHEET A711 FOR DOOR I � ; SCH DULE. . BUILDING 8 84 383 1 i i iiiiiiiio MAIN LEVEL PLAN 14'-1 " L K2 TYP. 25'-ll" �2 PIERS N 26'-7" 66'-7Y2" Al 82 UNIT A 2 3 UNIT B 4 1 MAIN" LEVEL PLAN �_, ��d | 2 4 (g) 2004 42140 ARCHITECTURE, INC. BEAM 13 13] A383 A3 2 STONE PIER T&-G CEILING, TYP. �--UNDERSIDE OF DECK ABOVE NE PIER 0 WD. BRACES (RE: EXT. _7 UNDERSIDE OF DECK ABOVE ELEV'S.) T&G CEILING, fvp.2� 0 FAMILY ROOM c%j 10'-0" FAMILY ROOM 0 k2ONE NPIER 0 0' % BEDROOM 2 A385 0 04 Fo I CEILING A % LANDING-, 26-6" not DEVELOPMENT In EQ. COMPANY Ilk CEILING a LANDING Lad BATH 2 21 STAIR i of—Olt to t F—AD"----] ItN. 0 ICA ci NW TOM NEW YOMC A NO Ei q- M-RMGLN0R%1NC LOWER EQUAL EQUAL C, A AVON.COUMADO ENTRY p —on STORAGE LOWER VAn,COWRADO to MECHANICAL 8*-0" co ENTRY PROJECr NUMBER: 20900.00 L *--0 q Q. In ISSUE REVISION DAM 170 1 170 [ EQ A386 =8.-O- E EQ BATH 1 11 FINAL CONSr. 01.03.05 MECHANICAL | ---- ---- ---- ---- -----___—_ / | | | | | | | | ov | i | | | | | / . . . SOFFIT Lij %k ASI-075 12-2-05 vmI _flEQUAL LEQ]7. .!dQ NQTE: 1. REFER TO M/E/P DOCUMENTS FOR FIXTURE TYPES, LIGHT SPECIFICATIONS, CIRCUTING AND ADDITIONAL NA381/ 2. ALL CEILING HEIGHTS ARE FROM UNIT:A:] UNIT B F.F. TO BOTTOM OF FRAMING. 3. ALL EXHAUST FANS TO BE CENTERED ON TOILET FIXTURE, U.O.N. 4. ALL LIGHT FIXTURES TO BE CENTERED IN SPACE, U.O.N. 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. BUILDING 8 GMAGE LEVEL 25'-11 14'—ly2" 26'-7" REFLECTED CEILING PLAN 6 65'—7y2- BR1 JL � Al 85 w° — 1 —" ---'—'~ "^ 1 2 3 4 © 2004 42140 ARCHITECTURE, INC. i 84 A383 A382 W I i I Z o � Wa A ASI-031 c1] EQ. EQ. ® ,y u D A ©w 051-031 ® � -- — — p0 ,Z I — D N � 10X8 DECORATIVE I FIR TIMBER. NOTCHED TO I' I COVER STEEL : . FLOOR GIRDER Z, 14,-1 ,.� I � � O MASTER BEDROOM P-4 Atto I ® 1 04 z LMNG ROOM DINING ROOM 85 °nl 1 I DINING ROOM LIVING ROOM 0 I A106 A14� g. p.. C is A385 ci FOR CEILING IN w SOFFIT THIS AREA - SEE 1 o'-0" I ��6 "2-'9 UPPER LEVEL ry m R.C.P. rk m FOR CEILING IN I ���$�� 8x8 WD. HEADER 8'-0" THIS AREA -- SEE A( (BTTM. TO ALIGN 03 03 ,,, UPPER LEVEL I ' " ' "1'-10" A P DOOR OOR HEADER, 8 —p R.C.P. ® 1 —10;A., — t ,. VAM RESORTS DEVELOPMENT _ COMPANY po T `— •03 3 1 �;� AVON,COLORADO •03 '03 ABCEQrFIC r OF RE00R0 � TYP, •du 'du �`( F6I� I 1 ��, p- Z O O 7&STR. BATH O 03 03 x .0—,Z 8x8 SOLID WD. -6 Ant 0 Z 8x8 DEC RA IVE s �I a1 BEAMS, TYP. 6 u �� CEILING M Alrtt`crutt� SOFFIT m KITCHEN m a 0- KITCHEN ° I w MAS MPIANNn rr HOOD FLOOR A OVE stay �'� 1' OtGNAxcrrECr O (RE: INTERIORS) Ij O n �9'-o" _ dg -0 JO HART I HOWERTON 1 TYP.— CENTER FIXTURE FL OR ABOVE nt$w Voax,t�naaaYOxK o, IN COVE BAY, r 8x8 WD. HEADER - TYPICAL Q MASTER CL05ET I d0-,Z i° N I 9'-0"� G � MONao ,nvc (BTTM. TO ALIGN ? I 4x8 SOLID WD. Att2 A ' TYP I AVON,COLORM* W/ TYP. DOOR I BEAM ® I • O Q 9 —O" !I r,i LID WD. B "0-,Z N A ECHANICAL2LECMGALBNGRfaR HEADER) PERIMETERS, ,p PER METERS, TY M-EfNGI OMMINC TYP. AVON.COLOPAM SOFFIT ® A J SOFFIT IT ALrnv> ,nvc MAIN ENTRY 61 rn N A103 jo EQ. EQ. ® I PROJECT NUMBER 20900.00 iv " 1 9'-Ow MAIN ENTRY 1 BREAKFAST ROOM POWDER 9 e�0" BREAKFAST ROOM 86 ISSUE REVISION DATE ® At06 ..0-,� M05 alto 1 1 -1 d0 �z ,� ,. 1 12:12 12:12 1 8 -0 Ito 9'-0" o 0 86 UTILffY A �" '03 '03 A1t3 I (ri 0'3 0'3 w POWDER CENTER N- — A.7 ASI-075 I2-2-05 ® OVER 1 N © d 8.,p» F— DRYER— N IT! lu 11 lif EN ORCH '03 . '03 I -T Li WALL SCONCL A I SKI I U, (TYP. TO 2) CLOSET I IJTILT� ENTRY PORCH I � 1 • REFER TO M/E/P DOCUMENTS FOR c� eta N ARCH FIXTURE TYPES, LIGHT SPECIFICATIONS, EI I g0 etm OPENING I CIRCUTING AND ADDITIONAL (CEILING g'-p•' INFORMATION. I I I SLOPES) SKI CLOSET A g'_0" ® 2, ALL CEILING HEIGHTS ARE FROM F.F. TO BOTTOM OF FRAMING. I I ® I 3, ALL EXHAUST S TO BE 03 03 CENTERED ON TOILET FIXTURE, U.O.N. — 1 4, ALL LIGHT FIXTURES TO BE 83 CENTERED IN SPACE, U.O.N. I 1 I 1 I 5. SEE ADJACENT UNIT FOR NOTES AND DIMENSIONS NOT SHOWN. 384 A381 BUILDING 8 ---- — MAIN LEVEL 25'-11" 14'-1y2" 26'-7" A REFLECTED CEILING 66'-7y2" PLAN 1 2 3 4 BR1 :-t JL D 1/4- =MAIN o" LEVEL REFLECTED CEILING PLAN , Al 86 -- N © 2004 42140 ARCHITECTURE, INC. I7 j 1� v V Z � 0 W a Q � W Lrj k 0 V 4 3 2 1 w A � •,-I w W M x > I I I V z w0 OVERFRAMED STUCCO Typ., NOTE: REFER TO ROOF PLAN EXTERIOR GABLE WALL FOR ROOF SLOPES I L Off I I 0 EL +28'-7" T.O. MAIN RIDGE OWNgR/DEVIDAPHR VAM RESORTS DEVELOPMENT WOOD SHAKES COMPANY SNOW FENCE AVON,COLORADO (RE: ROOF PLAN) ARCL�[PSGT a�xn8aoxD WOOD FASCIA COPPER GUTTER & 000 ICA DOWNSPOUT (RE: ROOF PLAN) I I ■ ARCHITECTM TIMBER BEAM ENDS — TYP Der�w ..Colorado MASH PIaNNBR DffiIGN ARC[frrWr s I HART WYHOWMYOWC I I X AU T OU WOOD SIDING — TYP PP UU PP1 RE M UPPER LEVEL = EL +10`-4" MUMMALENGHOM MbIVBOfi A;NB.W�IL SNiGIIlIDSR3,INC STUCCO — TYP — —. — — T.O. PLYWOOD SUBFLOOR COLORAW ENGD S ° RR �--�' �m4 OPERABLE Aw NG I I I WOOD TRIM —TYP Avoly,cowanno ENMNEM O INDOWS QQl \ clva WOOD GUARDRAIL & _ O O x g BALUSTERS O \ (RE: DTL. 5/A522) 0 0 2 AR,C0102AD0 � WOOD GUARDRAIL & � A522 1 'D A536 BALUSTERS �PRO ECT NUMBER: 20900.00 A536 Lj _ (RE: DTL. 5/A522} FINSH FLOOR it ISSUE REVISION DATE I SEA CIVIL FOR GRADE ELEVATION REFERENCES, TYP. P. I l i. I 11 FINAL CONST. 01.03.05 FLUE EXHAUST. — — — -_ - — MAIN LEVEL = EL 0`-0" a2 ADDENDUM 1 01.1205 W: DECORATIVE T.O. PLYWOOD SUBFLOOR R - COPPE COVER -- 1(-� _ ( = i I s ADDENDUM 5 05.16.05 STONE VENEER — PIER — — - - — - ASI-075 12-2-05 M� N _ _ OL ON - N y STONE CAP — TYP _ OPEN� - �. . - 0i :�A o _ — - - STONE VENEER — TYP GARAGE LEVEL — EL - -� --- IRV T.O. PLYWOOD SUBFLOOR UNIT B UNIT A NOTE; REFER TO SHEET COPPER DOWNSPOUTS) A751& A752 FOR WINDOW (TIE INTO STORM DRAIN, TYPES, SCHEDULE AND SILL Np } & HEAD HEIGHTS. BUILDING 8 SOUTH ELEVATION R1 1 SOUT�IEW EV ATION A282 DOOR SCHEDULE DOOR SCHEDULE (CONT'D.) 2004 42140 ARCHITECTURE, INC. SIZE DOOR FRAME LABEL HARDWARE REMARKS DOOR ROOM NAME SIZE DOOR FRAME LABEL HARDWARE REMARKS ' DOOR ROOM NAME � 4 ___F NO. WIDTH HEIGHT THK. TYPE MATL MAT'L HEAD JAMB THRESHOLD (MIN.) SET N0. WIDTH HEIGHT THK. TYPE MAI1 MAIL HEAD JAMB THRESHOLD (MIN-) SET UNIT TYPE A UNIT TYPE B F' T07B LOWER ENTRY - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package T08B GARAGE ENTRY - - - - HM I PT HMI PT - - - 180 - Refer to Tunnel Construdon Package T07C GARAGE 16 - - - - HM I PT HMI PT - - - 90 - Refer to Tunnel Construction Package T07C DUMBWAITER - - - - HM 1 PT HMI PT - - - 90 - Refer to Tunnel Construction Package - T07D MECHANICAL - - - - HM 1 PT HMI PT - - - 180 - Refer to Tunnel Construction Package T07D MECHANICAL ® - - - - HM 1 PT HM/PT - - - 180 - Refer to Tunnel Construction Package A001 CLOSET Pr. 9'-0" 7'-0" 1314" A WD 1ST WD 1 ST 101A712 9/A712 - 03 B001A LOWER ENTRY 2'-8" 7'-W 1314" A WD 1 ST WD 1 ST 10/A712 91A712 - 06 w A0018 STORAGE T-0" T-0' 1314" A WD I ST WD 1 ST 10/A712 9/A712 - 06 EWII LOWER ENTRY 2'-8' 7'-0" 1314' A WD/ST. WD 1 ST 1 OIA712 9/A712 - 06 U A002A BATH 1 2'4" T-0" 1314' A WD 1 ST WD 1 ST 1 OIA712 91A712 - 02 B003A STORAGE 2'-0" 3'4' 1314" A WD 1ST WD I ST 101A712 91A712 - 06 Low Door to Under-Stair Storage BEDROOM 1 2'-8" T-0" 1314" A WD/ST WD 1 ST 101A712 9/A712 - 02 B004A FAMILY ROOM 4'-9 314"x 9!-T(unit) B G 1ST WD I ST 61A712 71A712 31A535 - 05 Slider W W A003B BEDROOM 1 Pr,2'4" T-W 1314" A WD 1 ST WD 1 ST 101A712 9/A712 - 08 Bi-Pass B BEDROOM 2 7-W T-0" 1314" A WD 1ST WD 1 ST 1 OIA712 9/A712 - 02 A BATH 2 2'-4" 7'-0" 1314" A WD 1 ST WD 1ST 1 OIA712 9IA712 - 02 B006B BEDROOM 2 Pr. V-10" T-0" 1314" A WD 1ST WD 1ST 101A712 91A712 - 08 BWass A r0 A004B BATH 2 2'4' 7'-W 1314" A WD 1ST WD I ST 10/A712 91A712 - 02 B007A BATH 2 214" T4' 1314" A WD 1ST WD 1 ST I OIA712 91A712 - 02 w A005A BEDROOM 2 7-8" 7'-W 1314" A WD 1ST WD 1ST 1 OIA712 91A712 - 02 B008A BEDROOM 1 2'-8" T-0" 1314" A WD 1ST WD I ST 10/A712 9/A712 - 02 A005 BEDROOM 2 Pr. 1'-8" T-0" 1314" A WD 1 ST WD 1ST 10/A712 91A712 - 08 &Pass B008B BEDROOM 1 Pr.2'-8" T-W 1314" A WD 1 ST WD 1 ST I OIA712 91A712 - 08 BFPass � (� A007A FAMILY ROOM 4-9 314"x W-2'(unit) B G 1ST WD 1 ST 61A712 71A712 31A535 - 05 Slider B009A BATH 1 2'4" T-0" 1314" A WD I ST WD 1 ST 10/A712 91A712 - 02 p A007B STORAGE 7-6" 3'-4' 1314" A WD I ST WD 1 ST I OIA712 91A712 - 06 Low Door to Under-Stair Storage Q B009B BATH 1 2'4' T-0" 1314" A WD 1 ST WD 1 ST 1 GIA712 91A712 - 02 w w 1 Cl3 A10 SKI CLOSET 2'-6" T-0' 1314' A WD 1 ST WD 1 ST 101A712 91A712 - 07 Provide weather stripping B10 SKI CLOSET 2'-6' 7'-W 1314" A WD 1 ST WD 1ST I O/A712 9/A712 - 07 U z A103A ENTRY&SIDE LITES V-2112" 8'-0" 2114" C WD 1ST WD 1 ST 31A712 21A712 8/A531 - 01 Arched top Y-0"wide door. B103A ENTRY 3'-0' 8'-0" 2114" Cl WD 1ST WD 1 ST 3/A712 21A712 81A531 - 01 Amhed top door. w 0 F�■I I--I A103B CLOSET AN Pr. 1'-0" T-0" 1314" A WD 1 ST WD 1 ST 101A712 9IA712 - 03 B103B ENTRY A Pr. V-6" 7'-W 1314" A WD!ST WD 1 ST 101A712 91A712 - 03 a A103q DUMBWAITER - - - - HMI PT HM 1 PT - 8/A712 - 90 04 Refer to Tunnel Construction Package B104A UTILITY 2'4' 7'-0' 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 06 a A10310 DUMBWAITER 2 VERIFY 7$" 1314" E WD I ST WD 1 ST 8/A712 Door to Conceal Rated Metal Door B104Bq DUMBWAITER A - - - - HM/PT HM I PT - - - 90 04 Refer to Tunnel Construction Padcage A104A POWDER 2'4' T-0" 1314" A WD 1 ST WD 1 ST 101A712 91A712 - 02 A103d DUMBWAITER VERIFY 2'-8" 1314" E WD 1 ST WD 1 ST SIA712 Door to Conceal Rated Metal Door A107 DINING ROOM Y-10"x 8'-2"(unit) B GIST WD/ST 61A712 7IA712 51A532 - 05 Slider. 810 POWDER 24" 7'-0' 1314" A WD 1ST WD 1 ST 101A712 91A712 - 02 Al I GA MASTER BEDROOM 2'-8" TO 1314" A WD 1ST WD 1ST 101A712 91A712 - 05 a G M 5'- '- " 1 61A712 71A712 5IA532 - 05 Sliding patio �,��� All 1 MASTER BATH 2'-4" r-W 1314" A WD 1ST WD/ST 101A712 91A712 - 02 B110 BREAKFAST ROOM Pr.2'-6" T-0" 1314' B2 WD 1 ST WD 1 ST - - 12 P et of paned Glass doors VAIL RESORTS Al I I q MASTER W.C. 2'-W T-W 1314" A WD 1ST WD 1 ST 101A712 9/A712 - 02 B1 10B BREAKFAST ROOM Pr. V-6" T-0" 1314" B1 WD 1 ST WD 1 ST 101A712 9/A712 12 Pair of French Doors DEVELOPMENT Al 12A MASTER CLOSET 2'-4' T-0" 134' A WD/ST; WD!ST I O/A712 9/A712 - 06 B20 BA -0 T 1 12 9/A7 2 - COMPANY Al 13A UTILITY 2-8' T-W 1314" A WD/ST WD 1 ST 101A712 9/A712 - 06 B203A BEDROOM 3 2'-8" T-W 1314" A WD/ST, WD 1 ST 101A712 9/A712 - 02 AVON,COLORADO B203B BEDROOM 3 CLOS Pr. 3-W T-0" 1314' A WD 1 ST WD I ST 10/A712 9/A712 - 08 BWass ARCMrrEC`r0FRFXXMD 0 8204 MASTER BEDROOM 2'-8' 7'-0" 1314" A WD 1ST WD 1 ST 101A712 91A712 - 02 A201 2' BEDROOM 3 -8" T-0' 1314" A WD!ST WD 1ST 101A712 91A712 - 02 A202A BATH 3 2'4" T-0" 1314' A WD 1 ST WD/ST 10IA712 91A712 - 02 B204B MASTER BEDROOM 4'-8'x T-2114"(unit) D G/ST WD 1ST 61A712 SIM 71A712 5/A532 SIM - 10 French Inswing A202B BATH 3 W.C. 2'-0" T-0" 1314" A WD I ST WD I ST 101A712 91A712 - 09 Pocket dog B205A MASTER BATHROOM 2'4" T-0" 13/4' A WD f ST WD 1ST I O/A712 9IA712 - 02 Damw.CoknWo CLOSET 3A 2'-T T-0" 1314" A WD I ST WD 1 ST I O/A712 9/A712 - 06 B205B MASTER W.C. 74" T-0" 13/4" A WD 1 ST WD 1 ST 10/A712 91A712 - 02 UASTER PL&NNEk l►RC�Q1ECf A203 CLOSET 3B 2',Y T-0" 1314' A WD 1 ST WD I ST I O/A712 91A712 - 02 B MASTER CLOSET -42' " T-0" 1314" A WD I ST WD/ST I O/A712 91A712 - 06 DESIGN HART HOWERTON BEDROOM 4 2'-8" T-W 1314" A WD 1ST WD 1 ST I O/A712 91A712 - 06 NOTES: NwYOMNEwYONK CLOSET 4A 2'-4' 7'-W I We A WD 1 ST WD I ST 10/A712 91A712 - 06 1. FtNISHIES:Refer Specification Section 08710. SMCTURALENGDOMR R A205B CLOSET 4B 2'�l" 7'-0' 1314" A WD 1ST WD 1ST 10IA712 9IA712 - 06 2. Patio Doors have been scheduled and coordinated according W"Eagle"specific details. If another marwfaclurer is selected pation door sizes may require adjustments. MONBO ev0E E INC 0 1 BATH 4 74" 7'-W 1314' A WD 1ST WD 1 ST 1 GIA712 9/A712 - 02 A E OrGn�s,INC AVON,COLORADO A206B BATH 4 W.C. 2'-0" T-0" 1314' A WD 1ST WD 1 ST 10/A712 91A712 - 02 CMILENGINEER DOOR MATERIAL LEGEND ,UPlNSffi�C(xOFMTG,ING vAn.,cOLOanno T T PROJECT NUMBER 2090000 GENERAL NOTES MATERIAL FINISH REMARKS 1. See Building Elevations for operator indications. HM HOLLOW METAL PT PAINTED RE: ID ISSUE REVISION DATE SEE SCHEDULE 2. Provide Tempered Safety Glazing where required by code. Door Type Elevations on this sheet indicate glazing that WD WOOD ST STAINED RE: ID 04 CONST DOC shall be tempered with the symbol T FORPERWr 07.23.04 G ALUM. CLAD WOOD ST STAINED RE: ID DOOR TYPE B2 W/FULL LITE GLASS 06 CONST DOC FOR PERNIIT 08.13.04 ® 2x6 WOOD TRIM BLDG 2/CONST. 09.02.04 WOOD PEEPHOLE DOOR V—GROOVE BLDG.3/CONST. 09.24.04 SEE ID INSUL. DRAWINGS SEE WINDOW GLASS 09 BLDG.4/CONEY. 10.11.04 FOR 0 SCHEDULE ® MESQUITE WOOD 1' SPECIFICATIONS cj TYP, 10 BLDG.5/CONST. 10.25.04 ® Q_,6A/7A/W9A/1aA/11 FINAL CONST 01.03.05 PLAN REVIEW ® CORRECTIONS 04.07.05 Ld N t s ADDENDUM 5 05.16.05 o It,J Q U ® O a0 (n c w _ _ _ Cl I O W I Q O O W N I � I I I U " » ASI-075 12-2-05 T W 5 3 N ® VERIFY T T OTE: INCLUDE FRAME ® x TYPE C (WITH SIDELIGHTS & !NECESSARY � PEEPHOLE DOOR) DOOR T T ATHERSTRIPPIN T T SCHEDULE STONE `�' TYPE C1 (WITH HALFLITE GLAZING) RESHOLD RESIDENCES 3'-0" SEE SCHEDULE SEE SCHEDULE 39—O" 3'-0p SEE SCHEDULE @�DOOR SECTION DETAIL DOOR TYPE A DOOR TYPE B DOOR TYPE B1 DOOR TYPE C DOOR TYPE Cl DOOR TYPE D DOOR TYPE E © 2004 42140 ARCHITECTURE. INC. PUMP SCHEDULE FAN SCHEDULE SYMBOL SERVICE GPM HEAD PUMP MOTOR DATA PUMP TYPE SUCTION/ WEIGHT MAKE AND MODEL NOTES O FRS (FT.H2O) DISCHARGE LBS. SYMBOL CFM TOTAL MAX. MOTOR MIN. MAX. OPER. MAKE AND NOTES off?`.°••••••.��s� P VOLTS RPM SIZE A B C D E F G O ALT. S.P. RPM WHEEL SONES WEIGHT MODEL o�% �L pqG'' HP PHASE (IN.) F IN WG HP BHP 1�OLT/ DIA. LBS. U-.V 4'; O ALT. (WATTS) PHASE A B C D E F G H 4 > z 1 SNOWMELT BUILDING 1 24 6.1 64.0 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 5,6 EF-2 TUNNEL COOK 0 2 2 1 8 2 0 1 9600 0.25 1562 2 - 208/3 36 7/8 26 - 28 CV-S 2 2 SNOWMELT BUILDING 2 21 6.8 62.9 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 5, EF-3 TUNNEL COOK 0 2 2 1 8 2 0 1 3 SNOWMELT BUILDING 3 21 6.8 64.2 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 . 4 1 2 2 5,6 1 9600 0.25 1562 1 2 1 1 208/3 136 7/8 1 26 1 - 28 CV-S 1 1 2 1 X10 4 SNOWMELT BUILDING 4 21 6.8 64.2 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 5, EF-4 TUNNEL COOK 0 2 2 1 8 2 0 1 9600 0.25 1562 2 1 -- 208/3 136 7/8 1 26 - 28 CV-S 2 5 SNOWMELT BUILDING 5 18 6.1 61.6 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 6 UNIT GARAGES FANTECH 0 2 2 1 8 2 0 1 -5 200 0.4 2539 (124) - 115/1 6 - 74 FR 160 1 2 6 SNOWMELT BUILDING 6 17 5.7 61.3 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 V HOA STORAGE UNITS COOK 0 2 1 1 2 4 0 1 7 SNOWMELT BUILDING 7 18 6.1 61.6 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32--40/4 4 3 4 1 2 2 5, EF-6 385 0.15 1550 1/20 - '115/1 - 9.7 42 10S15D 2 ^ 8 SNOWMELT BUILDING 8 23 6.8 63.7 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32-40/4 4 3 4 1 2 2 5, ^ Va GENERAL COMMENTS: 61 1. CAPACITIES AT 8200 FT. ELEVATION 9 SNOWMELT DRIVE/PARKING 35 6.8 61.3 1/3 115/1 1725 INLINE 1 1/4 49.4 GRUNDFOS TP32--40/4 4 3 4 1 21215,6 2. MAXIMUM SONES SHOWN ARE AMCA CERTIFIED LEVELS BEFORE TAKING CREDIT FOR SOUND ATTENUATION OF ROOF CURB. ATTENUATOR TO REDUCE SONES 50X. H 3. FOR SOUND ATTENUATING CURBS, SIZE FAN 7X MORE CFM THAN SCHEDULED TO ACCOUNT FOR CURB LOSS. 10 MAIN HWS LINE 154 36 62.5 3 208/3 3450 INLINE 4 154 GRUNDFOS TP100-160/2 4 4 4 1 2 2 5. NOS DE LABELS ON FANS AS TO AREAS SERVED. 11 BOILER 77 8 70.4 1/3 115/1 1725 INLINE 2 67.3 GRUNDFOS TP50-40/4 414 4 1 2 2 5, A. CURB D. DAMPER G. SPECIAL COATINGS O 94 IF67.3 GRUNDFOS TP50-40/4 4 4 4 1 2 2 15j. 0. NONE 0. NONE 0. NONE 12 BOILER 77 8 70.4 1/3 115/1 '1725 INLINE 2 1. FIELD-BUILT, INSULATED 1. GRAVITY BDD 1. PHENOLIC u 2. FACTORY-BUILT. INSULATED. 2. BAROMETRIC ADJUSTABLE BDD 2. EPDXY G[HER& QQMM 3. FACTORY BUILT INSULATED, 3. MOTORIZED CONTROL DAMPER, 115V/10 3. POLYESTER/EPDXY A .' 1. SCHEDULED RATING IS FOR PROPYLENE GLYCOL. CORRECTIONS FOR GPM AND HEAD HAVE BEEN MADE BY ENGINEER. 18 TALL. 4. MAGNETIC BUTTERFLY DAMPER LATCHES. 4. EISENHEISS r.r.-� tC Rf 2. ALL PUMPS SHALL BE NON-OVERLOADING AT HORSEPOWER CURVE UNLESS NOTED OTHERWISE. 4. FACTORY BUILT SOUND ATTENUATING 1,r■� w 3. SET PUMP SPED FOR CORRECT FLOW. 5. FACTORY VENTILATED GREASE x HOOD EXHAUST. 6. FACTORY INSULATED EXTENDED HEIGHT CURB. u (/) REUSE EXISTING CURB. PROVIDE INSULATED A. FLUID C. TYPE E. ISOLATION G. MISCELLANEOUS 7. ADAPTORS AS REQUIRED. z 1. WATER 1. CLOSE COUPLED BASE MOUNTED CENTRIFUGAL 0. NONE 1. EMERGENCY POWER B. SCREEN 2. 30X GLYCOL/WATER MIX 2. FLEXIBLE COUPLED BASE MOUNTED CENTRIFUGAL 1. NEOPRENE PADS 2. FLUSHED SINGLE TUNGSTEN E. ACCESSORIES H. MISCELLANEOUS 0-I 3. 35% GLYCOL/WATER MIX 3. IN-LINE, HORIZONTAL SHAFT CENTRIFUGAL 2. 4 POINT ISOLATORS CARBIDE SEAL WITH FILTER ON 0. NONE 1. SOLID STATE SPEED CONTROL, MTD. IN MOTOR 0. NONE a 4. 50% GLYCOL/WATER MIX 4. IN-LINE, VERTICAL SHAFT CENTRIFUGAL 3. CONCRETE INERTIA BASE FLUSH LINE (CWS) 1. BIRD COMPARTMENT FOR BALANCING 1. VIBRATION ISOLATORS. 5. STEAM CONDENSATE RETURN 3. ALL 316SS SHAFT, IMPELLER, 2. INSECT O 2. ELECTRIC DISCONNECT 2. EMERGENCY POWER. 6. INLINE, WET ROTOR ALL WETTED PARTS, TEFLON 3. SECURE FAN TO CURB AT EACH PACKING. C. DRIVE 3. WALL MOUNTED SOLID STATE SPED CONTROL B. FLUID TEMPERATURE D. SUCTION DIFFUSER F. DUTY CORNER EACH SIDE AND 12" O.C. 4. OPERATION AS SINGLE PUMP N 1. DIRECT 4. 115V/10 REVERSE ACTING THERMOSTAT 4. AMCA B SPARKPROOF, 3/40 SCROLL DRAIN 1. 45' F 1. NO 1. VFD, EPDM COUPLER, PARALLEL ARRANGEMENT 2. BELT SET 86F. / 2. 80' F 2. YES INVERTER DUTY MOTOR, AND ACCESS PANEL 3. 140' F CONTROLLER 5. PRIMARY/STANDBY OR SINGLE PUMP OPERATION. 5. WALL MOUNTED 2 SPEED SWITCH. 5. EXPLOSION PROOF. 4. 180' F 2. CONSTANT SPEED 6. PROVIDE SPARE MOTOR 6. DRAIN CONNECTION. 6. 2 SPEED/2 WINDING (1200/1800). 5. 25(r F 7. DDC INTERFACE MODULE 7. CLEANABLE GREASE RECEPTOR. 7. 2 SPEED/2 WINDING (900/1800). 8. FACTORY MOUNTED CONTROL PANEL 8. DUAL CHANNEL CO/NO2 SENSORS 8. VARIABLE FREQUENCY DRIVE. WATER LEVEL GAUGE, DIAL THERMOMETER. WITH RELAYS AND OVERRIDE SWITCH. OWNE"E'�M DISCHARGE PRESSURE GAUGE, INLET STRAINER, F. TYPE VAIL RESORTS HYDRONIC BASEBOARD HEATER SCHEDULE 1. CEILING 2. CENTRIFUGAL INLINE DEVELOPMENT FAN 3. CABINET FAN COMPANY SYMBOL BTU/HR EWT WTD GPM HEATING ROWS TUBE MAKE AND NOTES 4. WALL PROPELLER FAN /� CF) C� �+� SIZE MODEL HYD R 0 N I C UNIT HEATER SCHEDULE 5. CENTRIFUGAL UPBLAST ROOF EXHAUSTER. AVON,COLORADO q)- . A B C 6. TUBEAXIAL UPBLAST ROOF EXHAUSTER. ARCETr0U0FRSQCSD LENGTH SYMBOL CFM HP RPM V/0 MBH EWT WTD GPM MAKE AND NOTES 7. CENTRIFUGAL UTILITY SET: (IN ) UH CF) CF) MODEL MISCELLANEOUS EQUIPMENT SCHEDULE FA GARAGE MECH ROOM SLANT-FIN 3 4 2 A B ' BB-1 730 180 20 1 36 1 3/4 MULTI/PAK 80 SYMBOL LOCATION TYPE DESCRIPTION MAKE AND MODEL BB-2 FIRE ENTRY ROOM 1 3/4 SLANT-FIN 3 4 2 UH-1 GARAGE (TYP-8) 2 1 UH •� TRANE 2 730 180 20 1 36 MULTI/PAK 80 575 1/2 1100 120/1 170 180 30 12 320-W2 5 r BB-3 WATER ENTRY ROOM 1 3/4 SLANT-FIN 314 2 n�scGNARCHnrBCr 730 180 20 1 36 MULTI/PAK 80 UH-2 GARAGE (7YP-1) TRANE 2 2 S-1 GARAGE SENSORS CONTROL EXHAUST FANS NO2 SENSORS WITH OVERRIDE WITCH TO �R HART I HOWERTON 125 1/50 175 120/1 2.0 180 15 0.2 18-S 5 SOUND CIRCULAR SILENCER INSTALLED WITH QUIET-FLOW MODULAR PLENUM. VIBRON NEW YGRr.MW YOxx GENERAL COMMENTS: SA-1 FAN ROOM #1 ATTENUATOR PLENUM IS INCOMBUSTIBLE, MILDEW-RESISTANT, AND VERMIN-PROOF CD-4-82 1. CAPACITIES AT 8200 FT. ELEVATION GENERAL COMMENTS: SOUND ELBOW SILENCER AT EXHAUST FAN OUTLET. VIBRON STRUCTURAL ENGMEM 2. PROVIDE ALL CORNERS, TRIM PANELS, END PANELS, ETC. FOR COMPLETE ENCLOSURE ASSEMBLY. SA-2 FAN ROOM 2 ATTENUATOR I8EVRS/4-60X36X36-12/12 saar�x�VON,COLORAAM 3. VERIFY EXACT LENGTH OF RADIATION REQUIREMENTS WITH ARCHITECTURAL WALL LIMITATIONS. 1. CAPACITIES AT 8200 FT. ELEVATION. SOUND CIRCULAR SILENCER INSTALLED WITH QUIET-FLOW MODULAR PLENUM. VIBRON NWHAMCALMY-MCAL EMMM 4. COPPER TUBES. ALUMINUM FINS. 2. MAXIMUM COIL WATER PRESSURE DROP SHALL NOT BE GREATER THAN 5 FEET OF HEAD. SA-3 FAN ROOM J3 ATTENUATOR PLENUM IS INCOMBUSTIBLE, MILDEW-RESISTANT, AND VERMIN-PROOF CD-4-B2 M-8ENGr�rs�us.PC 5. COORDINATE SUPPLY/RETURN PIPING CONNECTIONS WITH FLOOR PLANS AND FIELD CONDITIONS. 3. 50X PROPYLENE GLYCOL `VON.COLORAD° LV-1 INTAKE & EXHAUST LOUVERS INTAKE & EXHUAST FIXED BLADE LOUVER, 4" DEEP LOUVERS do DAMPERS CArILENCANEM NOTES: NO HEAVY GAUGE, 55% REE AREA MIN. MODEL FL-47 ntIMmWGnM�INC. VA A.A. CABINET STYLE B. ACCESSORIES C. FRONT GAGE STEEL A. DESCRIPTION: B. ACCESSORIES: GRD-1 UNIT GARAGE DIFFUSER 12X12 INTAKE AND EXAUST DIFFUSER. 3/4" SPACING TITUS 1. PEDESTAL MOUNTED. 0. NONE. 1. 14 GA. 1. HORIZONTAL UNIT HEATER. 1. FRONT DISCHARGE LOUVER. 45' DEFLECTION 3FL 2. FREE STANDING. 1. INTEGRAL DAMPER AND 2. 16 GA. 2. VERTICAL UNIT HEATER. 2. BUILT-IN 3-SPEED FAN SWITCH. WOODFORD PROJECT NUMBER: 2090000 3. WALL HUNG. CONTROL KNOB. 3. 18 GA. 3. UNIT MOUNTED THERMOSTAT. HB-1 TUNNEL HOSE BIBB ANTI-SIPHON 4. SLOPED TOP. 2. INTEGRAL DAMPER AND 4. FILTER. MODEL 24 5. FLAT TOP. HEX HEAD OPERATOR. 5. FACTORY MOUNTED DISCONNECT. AD-1 TUNNEL AREA DRAIN 9" ADJUSTABLE HEAVY DUTY DRAIN ZURN ISSUE REVISION DATE 6. STAMPED STEEL. 3. LOCKING ACCESS DOORS. 6. HIGH STATIC MOTOR. Z-520 7. EXTRUDED ALUMINUM. 4. STANDARD ACCESS DOORS. ELECTRIC UNIT HEATER, ASI-075 12-2 05 8. SINGLE TIER. UH-2 TUNNEL-UNIT 15 UNIT HEATER 6.0 MBH, 208V/1 PH, 9.6 AMPS, TRANS 9. DOUBLE TIER. SURFACE MOUNT. UHCA 021A7A UH-2 NOTE: REFER TO 8.5" X 11" PARTIAL PLAN AT GARAGE IN SPECIFICATIONS. BOILER SCHEDULE GRILLE, REGISTER AND DIFFUSER SCHEDULE SYMBOL FU BURNER INPUT REWD EWT LWT FLOW BURNER FLUE BOILER GAS OPER. MAKE AND NOTES SYMBOL FACE SERVICE DESCRIPTION MAKE AND NOTES B TYPES) TYPE MBH OUTPUT 'F 'F GPM DIAMETER HP PRESSURE WT. MODEL SIZE MODEL O S.L. MBH PSIG LBS. O ALT. HP V/0 A B C D B-5.6 NAT. GAS POWER 2000 1500 140 170 77 3/4 208/3 12 10.8 14" W.C. 865 P-K MODU-FIRE 2 2 3,5 1 A 12X12 SUPPLY LOUVERED FACE TITUS TVD 2 4 0 0 N-2000-M 6 5 g B 12X12 EXHAUST PERFORATED TITUS PAR 2 4 0 0 a ° C SEE SUPPLY GRILLE TITUS 30ORL 2 4 0 0 a PLANS GENERAL COMMENTS j- j 1. CAPACITIES ARE AT 8200 FT. ELEVATION. ci 2. WORKING PRESSURE IS 30 PSIG. GENERAL COMMENTS: 3. OVERSIZE BURNER (AND INCREASE SECTIONS) TO OBTAIN SPECIFIED OUTPUT AT ALTITUDE. 1. REFER TO REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED AIR DEVICES. I EQUIVALENT CFH AT ALTITUDE IS APPROX. 810. 2. COORDINATE ALL FRAME STYLES WITH CEILING SYSTEM FURNISHED, REFER TO ARCHITECTURAL DIVISION. S 4. PROVIDE CONTROL TRANSFORMER AND STARTER. 3. TOTAL STATIC PRESSURE SHALL NOT EXCEED: 0.10" WG FOR ALL DIFFUSERS, GRILLES AND REGISTERS, 0.05" WG FOR 9 5. PROVIDE REQUIRED STATE PERMITS AND INSPECTIONS. TRANSFER GRILLES. C4 4. NC VALUES SHALL BE A� 5. SEE PLAN FOR NECK SIZEMS NOTMCALLED D.OUT N SCHEDULE. ABSORPTION RATE OF 10 db, RE 10' WATTS. MECHANICAL A. FLUID B. BURNER C. ACCESSORIES D. MISCELLANEOUS 6. CEILING DIFFUSERS 4-WAY BLOW UNLESS NOTED OR REQUIRED. � 1. OX PROPYLENE GLYCOL 2. MODULATING 0. 30 . HOT WATER NONE PPM LO NOX O 7.CEILING RADIATION OR FIRE/SMOKE DAMPER AND RATED BLANKET WHERE SHOWN OR REQUIRED. SCHEDULES 0 2. 50X PROPYLENE GLYCOL 2. DDC INTERFACE MODULE 2. STEAM ' 3. BAROMETRIC DAMPER 3. ONE SIDE TUBE PULL A. MATERIAL B. FINISH C. DAMPER D. ACCESSORIES 1. ALUMINUM 1. OFF-WHITE 0. NONE 0. NONE 4. PROBE LWCO 4. END TUBE PULL - ` E.E�r W. z 2. STEEL 2. CLEAR ACRYLIC 1. OBD 1. MINIMUM LIMIT STOP H--6- 0071IV _---_� 5. FULL LWCO 5. BACK OUTLET FLUE 3. PLASTIC 3. MILL. 2. LOCKING QUADRANT 2. HONYCOMB EQUALIZER GRID IN 0( g E. Va. E � 6. SEALED COMBUSTION CHAMBER 6. TOP FLUE CONNECTION 4. COLOR BY ARCHITECT DAMPER IN DUCT. NECK FULL LENGTH OF SLOTS od 3. TYPE 16 CURVED FRAMES TO p.0. 9%W, AVON, OR 91M M02 MATCH DUCT DIAMETER PH: fflo)1"_000 m: (f10)10 itf g 4. 90' SECTORIZING BAFFLES ?� Cnp 1 47 nP I Wnv of nW aY Q 2004 42140 ARCHITECTURE, INC. 1 2 3 4 k0,90 P,90 RUG/ I f 1 1 p EL pq •s� . 33 a : r i - '4 - • �S. I I I I L .ODl/IDDI I � -------------- t = - -- 1 1 E,y ! I II M11 O ��� W a _ 44X4 UP 1 1 �,✓ I I I I I I �.� � X I I �� 24X4 LIP Q; SRI ---=`rt`� _ - - - - -{ _ -- i 1 _ _ _ - = -=- �i�_ _ - _ l_ - p w wit III 1 I I I I F-_ I I 1 1 I I lu �\� fl z II �� I l �n.�-.n =� 1 1 1 \�� I I W O I I I 11 I III III I I I I I { III ! 11 1 1 Ili 1 i I III I I I III l i II 1 ' 111 I { ll 1 � IiI f If 1 1 IIi l l II 1 1 111 ! ! 11 L �`rL- I f I VIII 11 I 1-- �•� I I 1 1 X77 �rrLC.� I I I I I I I 11 (2) 14>d2 UP Z��/� �� VAIL RESORTS EF 1 , IVX4 uP r = -T .'� DEVELOPMENT 1 1 _ L-___-__ - 1 4 I _ --_ ,�� 5X12 Oro. COMPANY n -- - I UP s r _ s_ I AVON COLORADO r====�I I _- --- - _ _ - I I _ _ 12&X1 I 1®'1 UP ! II - --- - I .---- -I----r--: I I - rr=_-----.-------I � li � D I � nRC�rracr of xacox� _-_J 1 rr! +1r I " tR II I� 1 1���' u I ! I p=ig _ J I i t I I 6X4 . �i_L - 4X& UP EVA I III „R,■�ru� III I I III 11 I III r f- ------I I 1 !- ----a L- - I 24X4 UP I o I I I I 1 va w�,cokwaao IIII II III 1 �i---___11 ----- III I 1 1 - II - -F_ --T---� _J-== 1 i I I I 111 i1 I I 1 `1� Jr_- I -1 I I I- - 1{ I r-----_ -- X4 MASMPIANI- n I I ! 1 o f II ill 1 1 � ✓`-- I------ I I L= -_- L 1 1 I I T & L_—_————— I ii — ✓'__ I i ! I i �- ——— 14X8 i 1 012X4 UP ( { { I oRGN ARCxrr�cr --------------------------i l Iii-----?I --_�I I 1 r -- I I I I I I I HARTIHOWERTON I -—————� i 1 I 1 — r mwYOxx,rnwYOgK I 8X4 I 1 �-————— I �n/4' 1WIS M 1 1 1 24X4 UP�3 MUCTURALEMWIM I ! 1 1 TIE INTO la # — — 1 1 I 1 MONROIR&NEVEOLL rcnNEEns RC 12X5 0r4. I I I AVON,COLORADO III I 1 1 - — r-.__- �------------�------ - ----- I � / I I k - 1' RWS�R _-_7 r---------- I MP-RNGR s,RVC 1 -___-- y I f' ACRCKA iCALSLECMCALENGHaM 11 iI �� II II I I 41 I { I I r`J-'-- - AvoN,cor aRAno • I•_ I 14X4 1 E'. I 1 uxn� n� 1 f { I 1 11 ! I 1 L i I LL -- ❑2 I I 1 I` ! VAR,COLORAW : iC - I II ---- L- --- IZX5 .' L_ ! 4 1 IOA. UP ' RM4R I E I 2 S 11 1 PROJECT NUMBER 2 .00 I I 11 j�� j�1 1 1 I I I L _--- 16X1® 20X12 1 6X4 11 1 11 { II I L------J I 1 li \x' 11 1 1 I 1 f I I _ _ _ 1 I r=------I I Ili III I I I I I - 1 I 12)K4 UP --- - -__ I ISSUE REVISION DATE I II I L_-----J L--__ 1 Iii \II 1 L_-_J I I I- _ ----, 1 �� _- - --;1 1r - _ __ 1 ;-.A-a--y�--•- `- —_-� -------- - -- I _- __ _-_J I 1®X4 UP ® ASI-075 12-2-05 2 I-` V6X10 'I L-- ----J I� r"T—i i . I L--__ - �. I I 1 1 I N / l i i i l if I 1 �3 \ N /11 ♦ / I �. I "` n 11 ♦�.{/ ! 1 ._ I i I I / I �\ N 1 : 1 i l i �•� - 1 I 3 E 1 1 { 1 bX4 L4P\ I 1 2X6 I .i I ♦ / II \\ q 1 l 11 --------��-f 1 i L�--- 1 L�-_-- , J I r^ ♦ ♦ is I �-� _ 1 1�1 1 I I fi"�+1 1 1 1 - l\ Fl------- 1 i r Ir �- 1I ---- PAD I 1 �--- - --J-L �J 1 . x I - -- L-- -- -J �4'�— - 11 I I � I I R� I I ► 1 11� / \ �I I II �� E I - �_— T—_.------__--,._�—.�—Jh. y - � tj�----� ' , CRAWLSPACE ECHANICAL PLAN a M$R1A SC+4L1=: ' ■ I'-0' �f �SHAWT LOCATED A k7VE. 1 I NORTH ! �ZONE DAMPER I ODUCT UP TO DImUSER �_ ®E3Y-PASS DAMPI=R a IMMM UP_ I 4 O 1 ! 4 1 BUILDING 8 s ' ' GARAGE LEVEL R MECHANICAL PLAN I I I I M-E- ENt'q�NlERS, INC. Z - -.:r Onr��ar BEAVI�tart�tv�. sure�r �ri ;H 1 2 3 4 A.O. SOX W, AVON. CO. 91CO M.BR1A AH: ('10)10- 000 FAIT: (?10)10-M IG U 2004 42140 ARCHITECTURE, INC. 2 3 4 �kwo REG" .,,,.... • V Q ° C7 i� 33,7 v If t • I� _ �---------- - I r__---__- -- --- - ---------- -- -'-�� EfI , 0 I I I I + col W 1-4 rd O I _ Lu *"+ I I I I I I 48X4 u�' I �� x a V > I I I Z r- I ! I � r �- - __� I I I � i W Q I I I i t 16x4 I I ! I I x4 LIP I I I I ' II ' $ 8p I it Ili I I I f , I 16X4 I ❑3 I I I 14XIm + is f ® I 10)(6 TRANSFER GRJLLE I T _.-.—_——————— —, I I + 15' DEEP PLENUM RADIANT 10X4 D i VAxL RESORTS MANIFOLD a1~Low STAIRS. 6X4 c sI'AC _ 1mx4 UP DEVELOPMENT + - E I -- _ _ (2)4" CO 1OWTION AIR INTAKES VEAITILAtION p011�1 COMPANY AIR INTAKE — , D X24 —' _ --� "J 6 4X8 OA INTAKE AVON,COLORADO _ -- — --=---- — — 1011# ON — — — — — — — 1 # 9 Ci + I"— I I �sxr�rECroFRE4DBD I I I (2) 14>(12 DN �� CU RA It, 174 L,� 2 Doom.cowab ------ � ----- -- --� MAS•rsRriaNn�R II D 5 HART I HOWERTON ------ I 25 SMICTURALENCJNMR -_.--- I ------ -------- MONROE&NEW U ENCHMEB RSTC _— —— + — —J g 16X4 UP 10x4 UP AVON,COUSAM 24X4 UP 14X10 MSCHAMC.ALELBCTRW-ALBNCJNEM ————— 4 04 IOX6 M-s E.NGMSMS c RADIANT Avon,cOwRAno 12X4 UM.21 MANIFOL CrYM EMMM _____- — 6X4 6X4 UP❑1 A��nvc EF 10X4 6X4 2 •. r—_,, - - I 6X4 DN 12X8 24X12 gxg C2) 4' FLUES PROJECT NUMBER: 20900.00 ------Y �( I I ` ISSUE REVISION DATE ♦ -__-� L——— 5X12 O.A. _ _ —- 150 ASI-075 12-2-05 161 Dou" — E (DRYER VENT) ♦� �--` i 14X8 RA. r - --, I ; I IOX4 ON I 22X)0 F F 10 12X6 ON 4X14 UP ' I Rte. Duct ---J I 12X4 I 9 EF �` p• 87C6 � •. 6X4 A -- - - - :. „. _ I 3�' R 11R 8X8 DN I k I D (10' A1"F-) 12X4 UP LOWER LEVEL 'MECHANICAL PLAN 0 SHE LOCATED AIB°`V- I'1.5l� SCALE: '48 I'-®' 0 ZONE DAMPER �i I ] u �kORT!-� I [3 DucT UP TO Off mp- , �c 1 ®5Y-PAss DAMPER 0 RN REFRIGERANT LIQUID, SUCTION, AND I I I NOT GAS S T�ICC O FAN COIL RAII�SPACE , o� ®RE- ARcumctuRAL PLANs FOR LocATION. � BUILDING I I ! 0 RUN DUCTS IN JOIST SPACE. I LOWER LEVEL RETURN pt oI oR ILLS CENTERED Aeove MECHANICAL I I I p 34' VIZM*R UP. I - M-� EJU��1V�s, tNe. PLAN Z r 0049 E WAVES em Bch. cuff� A.D. $DX 5140, AVON, CD. 91620 M,BRlB s BE 2 3 4 <r PH. (P0)914000 Mg.. (4)0)' 1151 a 2N4 AlW W. ELECTRICAL LEGEND REGIS NZ F LIGHTING F'IREXOMMUNICATION U: o t. MECHANICAL EOUIPMENT SCHEDULE ® FLUORESCENT FIXTURE, SURFACE 1'X4' p FIRE ALARM PULL STATION ;; 33309a DEGMIPTION HIP KW ILA MCA V SWITCH 4 FUSE SIIE/tYM BRANCH CIRCUIT SIZE � FLUORESCENT FIXTURE, SURFACE 2'X4' �j FIRE ALARM HORN , DW-I DUMB WATER Vb - 4 - 12ID/1 20A-iP, WITH OL'S 2 +12, +q2[s, '/z'C _ FLU0I�SGENT FIXTURE, RECESSED 1'X4' ( FIRE ALARM STROBE 3 O6 (CANDELA-SCRIPT) FLUORESCENT 1=IXTURI=, REGE °�' D 2'X2' � FIRE ALARM 1-rOR#N W/StROBE EF-1,5 EXHAUST FAN - 1004 - - 120/1 20A-IP, WITH OL'S 2 012, 012G, 1/2'C - XX (CANDELA-SCRIPT) FLUORESCENT FIXTURE, RECESSED 2'X4' 0 DUCT DETECTOR EF-2,3,4 EXHAUST FAN - X44 - - 120/1 20A-IF, WITH OL'S 2 X12, *12G, '/s'G - NOTE: SHADED FIXTURES ARE O SMOKE DETECTOR V J EMERGENCY FIXTURES. KEF-1 EXHAUST FAN (2) 1/25 - - - 120A 20AAR, WITH OL'S 2 "12, 012G, - F+~ ' �i'C FLUORESCENT STRIP FIXTURE CEILING H HEAT DETECTOR MTD, LENGTH AS SHOWN o MAGNETIC DOOR MOLD u P-1;2 PUMP BOILER CIRC. - 314 - - 120A 20A-1P, WITH DL'S 2 012, 012G, 1112'G - 2 FLUORESCENT STRIP FIXTURE, WALL O MTD, LENGTH AS SHOWN ® FIRE ANNUNCIATOR PANEL P-3,4 PUMP SNOWMELT - .185 - - 120A 20A-IP, WITH OL'S 2 '112, 012G, t'C - 2 r-imRE, WALL MOUNT ® FIRE ALARM CONTROL PANEL W s� o FIXTURE, SURFACE CE#LING/OENDANt 'At REMTE INDICATOR P-5A'l PUMP HWS - 205 - - 120/1 20A-1P, WITH OL'S 2 012, 012G, 'V2'C - MOUNT m FLOW SWITCH ® P-8 PUMP HWS - Z45 - - 120/1 20A-1P, WITH OL'S 2X12, 012G, Vs`G - FIXTURE, RECESSED CEILINCs wx TAMPER SWITCH H A ® RECESSED WALL WASHER P-9 PUMP HWC - .0+8+9 - - 120A 20A-IP, WITH DL'S 2 012, •12G, 'h'C - o� POLE MOUNTED LIGHT - DER OF ® �� CEILING rYl k FIXTURES SHOWN � PHONE OUTLET (VOICE) � P-10 PUMP DHW - .122 - - 120A 20A-lP, WITH OL'S 2 412, 92G, !•2'C - � EXIT LIGHT, WALL V DATA OUTLET � O q VOICE / DATA OUTLET u 5-1 3,4 BOILER - - 12 - 120A 20A-1P DISC. SWITCH 20 M2, s12G, V2'G - ® EXIT LIGHT, CEILING A M# R STEAM _ _ ��, NOTE: S RIQOWSGs SNOWS ECI DIRECTIONS, �l�► Y41GE DATA OUTLET - FLOOR M IT W MS-1 1.5 - 208/1 60A, 2P DISC. SWITCH 2 +�8, 010G, 4 C - AND ® TELEPHONE 5AClQ50ARD W STEAM SHOUJI=R ORrENtAT10N. w EMERGENCY, WALL/CEILING MOUNT V1DE0 F-COI�EGtfON OUTLET u POWER AND WIRING ONE LINE SYMBOLS � `{ID FUSED SWITCH RECEPTACLE, SINGLE, WALL MTD. a n_ GIRC.UIT BREAKER RECEPTACLE, DUPLEX, WALL MTD. 0 SWITCHED RECEPTACLE, DUPLEX, PANEL50ARD OR ENCLOSURE WALL MTD. 51 HPZ WALL MTD. • DOUBLE-DLLPLEX, �� TRANSFORMER - DELTA TO jP RECEPTACLE, DUPLEX, FLOOR MTD. Q ' GROUNDED WYE �% SU58CRIPTS INDICATE FOLLOWING*: M CURRENT TRANSFORMER AP2 BP2 13P2 8P2 AP2 AP2 � � � ICs - ISOLATED GROUND G - CsROtM FAULT CIRCUIT O DER - TYPE AS SHOWN V.AIL RESORTS INTERRUPTED A - AMMETER WP - WEATHERPROOF ENCLOSURE V _ MULTI-FUNCTION ION #'�rER DEVELOPMENT TVSS -TRANSIENT VOLTAGE SURGE SUPRRESSOR U94M— WoATT-WOUIQ METER COMPANY WALL MOUNTED DrSCoNNEGt SWITCH AVON,COLORADO SPECIAL 10EPTAGLE AS NOTED, �� SWITCH, SINGLE POLE MOTOR - HORSEPOWER AS SHOWN RCHrFECT OFRECORD 4' SWITCH, DOUBLE POLE HPl AP RP 5P 110 AP AP 3 4 I � ' Ar #► � SWITCH, THR1ErE-WAY / FOUR-WAY 1 C CO�C710N r, ■ urrLrtY PAD MOUNT POLE / KEY OPERATED, SINGLE _ FEI=DER (WITH CONDUIT) POLE / Ti-1E-11�1Y Dame:,Colorado TRANSFORMER :P SWITCH, PILOT LAMP ABBREVIATIONS ' SWITCH, DIMMER CONTROL DESIGN A RGIrfECT T T T SWITCH, JAMB A,KA AMPERES, KILOAMPERES HART HOWERTON NEMA 3R BRKR CIRCUIT BREAKER NEW YORK,NEW YORK ENCLOSURE n PUSHBUTTON STATION C CONDUIT (EPO ■ EMERGENCY POWER OFF) CKT CIRCUIT STRr .nMALENGINEER 4h 3P 208 3P 208 3P 208 3P 200 3P 3P 3P #To MOTOR THERMAL OVERLOAD SWITCH MONROE&NEWELL ENGINEERS.INC 200A 200A 200A 200A 200A 200A 200A cow CONTINUOUS, CONTINUED AVON,COLORADO lfz F 1 1'1=R METER METER METER h TER h TER METER �1 CONDUIT, CONCEALED (WITH TURNUP) E EXISTING ;�ECIInNICnL ELErIxIC u ENGINEER 12IDIDAT ELECT ELECTRIC AVON,COLORADO UTILITY PRIMARY C� CONDUIT, CONCEALED (WITH TURNDOWN) C aAVONCw 1 F FUSE QVM ENGINEER b5KVA IR �� CONDUIT STUB G �OUNp ALPINE ENGINEERTWL INC vAII.,(x)u�RADO CIRCUIT RESIDENTIAL STACK METER MODULES CONDUIT, UNDERFLOOR OR HP HORSEPOWER ' R 208, 34, 4 WIRE INCOMINCs/OUTGOINCs BELOW GRADE HYAC HEATING, VENTILATION, CONDUIT, EXPOSED AIR CONDITIONING PROJECT NUMBER 20904.00 GROUND ELECTRICAL ONE LINE DIAGRAM - WESTERN ENCLOSURE o KVA MAIN CIRCUIT PEAS HOME RUN - DESIGNATED PANEL �( AND CIRCUIT MGB MAN CIRCUIT BREAKER ISSUE REVISION DATE E®.2 SCALE= NTS ® C� PANEL50ARD - PO ER/LICsHTWs MLO MAIN LUGS ONLY NF NO RISE 12=2-05 ® JUNCTION BOX,FLOOR / WALL MOUNT ® POJJER POLE ML NIGI_#T LIGHT NO NUMBER AY MOTOR CONNECTION PH PHASE E=p DISCONNECT SWITCH - AMPERES, P POLES POLES,FUSING, ENCLOSURE AS SHOWN PNL PANEL COMINATION STARTER - NON FUSED LION UNLESS OTHERWISE NOTED DISC4>1NECT SWITCH Y,1GV VOLTS,KILOVOLTS ® MOTOR STARTER W WIRE ® THERMOSTAT - REFER TO MECHANICAL TYPICAL 9'-0' CEILMG OR HIGHER NOTE: ALL DEVICES INDICATED TO BE INSTALLED AT DMRENT TYPICAL 8'-0' CEILING* 4 1> MOUNTING 14EIG44TS AND LOCATED ol WITHIN ONE STUD SPACE FROM TOP OF CABINET 00 EACH OTHER SHALL ALM TYPICAL DEVICE MOUNTINGS HEIGHT_S VERTICALLY, ON THE sAME SIDE NO SCALD TOP OF CABINET OF THE SAD. WI-EW WALL ® CoNTR'OL PANELS MOUNTED TELEPHONES OCCUR OVER NOTES: 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF TOP OF CABINET LIC IT SWITCHES, VOLUME CONTROLS, BOX UNLESS OTHERWISE NOTED. ® []' ETC. OFFSET ONE STUD SPACE_00 ELECTRICAL 2. WHERE EVER MVICES ARE INDICATED TO BE A50VE (WALL PHONE) DOORS, DEVICE SHALL BE CENTERED BETWEEN TOP v �® LEGEND AND OF DOOR TRIM AND CEILING LINE. OR a SCHEDULES ED 3. MOUNTING NEICs#-#ts SNOl1�l ON ARGNITEGTURAL ELEVATIONS ALL 1 YF'ES) 9 O r SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE- BUILDING #8 4. MOUNTING HEIGHTS SHOWN ON ELECTRICAL FLOOR PLANS OR ♦v v qp® �J Fhu OWE WwR illa sE�ELEVATIONS SHALL APPLY IN LIEU OF THOSE SHOWN ABOVE. ' -' T BR1 m A O w P.O.$OAK S'! , AVD1V, U0. _ Z mow= u �. :.. = N10��'1�'OD l'lJ�)�i�'1S'� - 30 EO.18 8 1 FINISHED FLOOR m 3 20" 4" Aalrt>a.'nII>�. INC. RESIDENCE LIGHT FIXTURE SCHEDULE BP v� RE G INS�sr LOCATION: tad. Level Utility Room All Unite 208Y/120V 3PH 4W O MANF,4R/ L'� 22KA MART CIRCUIT =ti 33309a 4 TYPE CATALOG NUM BM DESCRIPTION, VOLTAGiE SYLVA*IIA MOINTMG Norms J 9 GAT.NO SUM RATING GROUND BUS 6' UNIVERSAL RECESSED IC HOUSING; 15W a 6 A ELITE 5&IC-AT 563M WH RATED UP TO 15WATT PAR30, 04U0 AND 1200 INCANDESCENT REGIWSSED - CII`T CgT ! 3 A19 LAMPS. FEEDER SCHEDULE NO. DESCRIPTION BFdOt P KVA PH LAVA P BM DESCRIMON NO. 1 PANEL BP2 100 3 11.57 A 0.75 1 20 RANGE AND HOOD 2 4' UNIVERSAL RECESSED IC HOUSING rrOW d SETS SIZE QOR GNP C tCUT 3 11.57 B 0.90 1 20 Refrigerator 4 Al ELITE 1:341C-AT 54OKU WH RATED UP TO 50WATT PAR20 AND Ale 1200 INCANDESCENT RECESSED - �Y 51 11.57 C 0.75 1 20 Kit. Counterto Rec. 6 V J LAMPS 1 4 4 *350 KCMIL - 39G 7 Kit Countertop Rec. 20 1 0.75 A 1 0.75 1 20 Disposal 8 W 6' UNIVERSAL RECESSED IC HOUSING 2 6 4 "400'KCM1L - 3 1/2"r, 9 Livin roam Rece t. 20 1 0.75 B 0.75 1 20 Kit. Countertop Rec. 10 ( ] 11 Bedroom 3* 20 1 0.75 C 1.00 1 20 Dishwasher 12 V RATED UP TO '15WATT PAR30, 15MO AND 15W 3 1 4 x'250 KCMIL 2 3' O 5 ELITE 56IG-AT B636W WH wNi 120Y p�,gNDEgGENT RECESSED - 13 Bath 3 Receptacles 20 1 0.75 A 0.75 1 20 3rd Lev. Hall Rec. 14 All LAMPS. WET LOCATION W.. ._E LENS, 4 1 404/0 4 3' 15 Mister Steam M. 225 40 2 3.80 B 0.75 1 20 Masterbed. Rece t.* 16 a 5 1 403/0 4 3' 17 3.80 C 0.75 1 20 Masterbath Rece t. 18 6' UNIVERSAL RECESSED IC HOUSING 15W 6 1 402 8 f 1/41G 19 SPARE 20 1 A 1.00 1 20 Washer 20 C ELITE B61G-AT 5609W-WH RATED UP TO I WATT PAR30, BR30 AND 120V INCANDESCENT RECESSED - 21 Masterbath & Bath 13 Lt. 20 1 1.00 B 3.00 2 40 Dryer 22 Ale LAMPS. WITH REGRESSED EYEBALL. 1 1 403 8 11/4'G Q 23 Masterbed L#.* 20 1 0.75 C 3.00 24 8 1 306 1 10 1'C 25 Kitchen It. 20 1 1.60 A 3 60 Spare 26 PQ �•1 � LOW PROFILE CEILING SURFACE MOUNT (2)32W TO 27 Liv. Rm. Chandelier 20 1 1.20 B 28 CIS 14 D LITHONIA CIRRUS 11602 120 CAM 0MATTE WHITE ACRYLIC DIFFUSER. 120V FLUORESCENT CEILING - ELECTRONIC BALLAST_ 29 SPARE 70 3 C 30 WOO 31 A 2 35 Spare 32 33 B 34 x a V TROY LIGHTING OR WALL SCONCE. SOLID ]BRASS CONST. W/ (2) 60W WALL _ 95 Spare 20 2 C 2 25 Spare 36 A E EQUIVALENT VERONA 5CD&&91A5Z RUST FINISH. SEEDY GLASS. 120V CANDELAISR4 SCONCE 97 A 39 B 0.25 1 20 Crawls ace 40 W W CUSTOM CEILING SUWAGE FIXTURE, 411 C 1.00 1 20 1 Livin room Lts. 142 x TROY LIGHTING OR OIL-RUBBED BRONZE FINISH, WITH HEAVY (2) 60W CHAIN LOAD KVA FACTOR DEMAND KVA CONNECTED LOAD u F EQUIVALENT KCX3021-255 SEEDED IRIDESCENT HONEY DIFFUSED 120Y CANDELABRA HAWx GLASS LENS LIGHTING 4.20 1.25 5.25 17.92 PHASE A RECEPTACLES 10.00 1.00 10.00 23.97 PHASE B �] 0.65 0.50 0.33 23.371 PHASE C � LUCIFER OR 24V XENON UNDER CABINET STRIP, 4" 5W a� G EQUIVALENT 213J'4*6245X�G1' CENTERS WITH ACRYLIC LENS 24V XENON � - N 0.75 0.75 65.26 TOTAL CONNECTED LARD TYPE B UNIT ELEC. HEAT 0.00 1.00 0.00 181 AMPERES 5' W. X 21Y4' L X IN DEEP UNDERGABINET LIGHTING 3 W/SF 3280 9840 W MOTOR de MOTOR 2.75 1.00 2.75 H ELITE EU-21 LIGHT W/POLYCARBONATE LENS AND 120V (1)1=13 TS UNDER _ LARGEST MOTOR 1.60 1.25 2.00 OR EQUIVALENT ELECTRONIC BALLAST.FIELD VERIFY FLUORESGENIT CABINET SMALL APPLIANCE 1500 W 2 3000 W NONCONT. + 1.26*CONT. 42.39 42.31 NUMBER AND PLACEMENT. LAUNDRY 1500 W 2 3000 W TOTAL. LOAD KVA 62.26 63.38 BATH CIRCUITS 1500 W 5 7500 W AMPERES 0 208V 173 176 IOY{ H X 5' W X 4-Y4' DEEP OVAL SINGLE 23340 W NOTES: K WATERWORKS JMLT32 SCONCE WAMATTE NICKEL FINISH. PLEATED 120V (2) L W WALL _ SHADE FINISH. ��L�R'd' ��� Provide with AFCI protection. ovv�vExIDEVEI.cIPfiR FIRST 3000 WATTS AT 100% 3000 W HORIZONTAL VAIL RESORTS L WATERIJIORICB N1ULt 90 MI1f�ORX 5SG�E W�1M� ATTE NICKEL INIBH. 12 0Y (2) IOM �-L _ LIGHTING DEMAND 0.35 7119 W FROStEp GLASS SHAVE FINISH. INCANDESCENT scoNGE SUBTOTAL 10119 W DEVELOPMENT COMPANY 60 RECESSED SLOPED CEILING; HOUSING: 15W RANGE (gas) 8000 W 1 8000 W M ELITE TO 6�4`-12 PITCH. HOUSING RATED TO '15W 120Y RECESSED - AVON,COLORADO 1336[C-AT 13391W WH INCANDESCENT JACUZZI E TUB 1200 W 1 1200 W B P 2 nRCNrrrsr,r OF a�coxn PAR3m, e*30 AND AI9 LAMPS_ STEAM SHOWER 7500 W 1 7500 W DRIER 5000 W 2 10000 W LOCATION: 2nd. Level Utility Room All Units. 208Y/120V 3PH 4w V RECESSED SLOPED CEILING HOUSING AIR CONDITIONING 18950 W 1 18950 W 100A 1ILO ' 15W 22KA SHORT CIRCUIT N ELITE 15361C-AT B6"14W OY WH TO 6)'-12 PITCH. HOUSING RATED TO 7U 120V INCANDESCENT RECESSED - PAR30, BR30 AND AI9 LAMPS. TOTAL 55769 W S RTES RATING ADJUSTABLE EYE. GROUND BUS Denier, 0 0 AMPS AT 208V 3 PHASE 208 V 154.9 A &'UNIVERSAL RECESSED SLOPED CEILING P ELITE B311G-AT $39U1 WH HOUSING UP TO 6A'-12 PITCH. HOUSING 120v 100W RECESSED - CRT Cu MASTER PLANNER RATED TO 100W PAR30, BR30 AND INIGANDESCENT NO. DESCRIPTION BIM P LCVA PH WA P MM D ON NO. DESIGN A�RCIRTFAX 1 Washer 20 1 1.00 A 0.54 1 20 Dumbwaiter motor 2 HART I HOWERTON 61INIVERSAL RECESSED SLOPED CEILING 3 Dryer 30 2 3.00 B 2 20 Spare 4 NEWYORKNEWYORK Q B3&IC-AT 8605 WH HOUSING UP TO 6X�'-12 PITCH. HOUSING '15W _ ELITE RATED TO 15W PARS®, BR30 OR Al% 120V INCANDESCENT RECESSED 5 * 3.00 C B RATED FOR WET LOCATION. 7 Bedroom 1 20 1 0.75 A 0.75 1 20 Famil room Rece t. 8 OE&NEWELL dI(ICIROE&NEWELL ENGINEERS,INC 9 Bath #2 Receptacles. 20 1 0.75 B 0.75 1 1 20 Famil rrn Hall Lt. 10 AVON,COLORADO &'UNIVERSAL RECESSED SLOPED CEILING 11 Bedroom 2* 20 1 0.75 C 1.00 1 1 20 Bath #2 Lt. 12 MECHANICAL ELECTu,%LENGINEER U-E ENGINEERS,INC R HOUSING LIMITED TO 4OWW PAR30, BR30 120V - 13 2nd. Lev. Powder Rec. 20 1 0.75 A 1.00 1 20 Bath 1 Lt. 14 DO AVON,COLORA ELITE 5361G-AT 8605P f3K OR A113. RATED WET LOCATION WA°RENSEL 120Y INCANDESCENT RECESSED S. ifi 2nd. Lev. Utility Rec. 20 1 0.75 B 0.75 1 20 Breakfast Nook Rea 18 caVliENCINEER LENS. 17 2nd. Lev. Hall Rec. 20 1 0.75 C 0.75 1 20 Dinin room Rece t. 18 ALPINE E,(X)IA RfflX3,INC SAIL,CdILc)RADb as 2 LAMP FLUORESCENT FIXTURE, PRISMATIC CEILING 19 Both 1 Rece tacles 20 1 0.75 A 0.84 1 20 Dining Rm.chandelier 20 LITHONiA GB-2-32-1'1®-DEB LENS, WITH ELECTRONIC BALLAST 120V (2)F032/835 SURFACE 21 1 st.Lev. Hall Rec. 20 1. 0.75 B 1.20 1 20 Powder/Hall/Special 22 2 LAMP FLUORESCENT STRIP LIGHT WITH 23 Undercounter Micro 20 1 1.00 C 0.85 1 20 MainZUppr. Str. Lt. 24 PROJECT NUMBER: 20900.00 T LITHONIA G-2-32-120-DEB 120v (2)FO32/B35 25 HEAT TRACE 20 1 1.25 A 1 20 Spare 26 ELECTRONIC BALLAST Sl1RF'4CE 27 HEAT TRACE 20 1 1.25 B 1.25 1 20 HEAT TRACE 28 ISSUE REVISION DATE U - SINGLE LAMP IMW INCANDESCENT 100W CEILING _ 29 S are 20 1 C 1.25 1 20 HEAT TRACE 90 ASI-075 i2-2-o5 FIXTURE 120Y INCANDESCENT SURFACE 31 Spare 20 2 A 1.40 1 20 B-1 6' SINGLE LAMP RECESSED FIXTURE, 50W 39 B 1.40 1 20 13-2 34 W ELITE 1BL6-15-AT 51605W WH MR16 NARROW SPOT LAMP, WITH FULLY 120V (1) 50M VPA46F RECESSED - 35 S are 20 2 ADJUSTABLE 90' TILT LENS A 0.72 1 20 Low Voltage Panels 38 LEVITON OR 50W SINGLE LAMP PORCELAIN KEYLESS 50111 CEILING 391A A Equip. Livin RM 20 1 0.72 B 0.72 1 20 A Equip. Store a 40 X EQUIVALENT 9814 FIXTURE 120V INCANDESCENT SURFACE = C 0.72 1 20 A Equip. Fami RM 42 LOAD KVA FA Z _ _ _ _ _ LIGHTING 5.64 1.25 7.05 9.75 PHASE A ALT_ 02 - - RECEPTACLES 10.00 1.00 10.00 13.29 PHASE B NOTES: a.SHALL 13E SUITABLE FOR WET/DAMP LOCATIONS AS APPLICABLE. 1.13 0.60 1.57 11.67 PHASE C KITCHEN 1.00 1.00 34.71 TOTAL CONNFCl'JRD LOAD b.PROVIDE PHOTOCELL ON PHOTOCELL OFF CO R.CONTROL FOR ALTERNATE 02 ADDRESS MARKE ELEC. HEAT 3.75 1.00 3.75 96 AIIPERE3 MOTOR do HVAC 4.34 1.00 4.34 LARGEST MOTOR 1.60 1.25 2.00 NONCONT. + 1.25*CONT. 6.00 6.00 TOTAL LOAD KVA 33.46 34.71 AM>C=S • 208V 93 96 NOTES: * Provide with AFCI protection. ELECTRICAL SINGLE LINE & SCHEDULES BUILDING #8 OW F.WAR OW ift ANIS IM BR1 P.O.. �X� SDK A��W���YYiN.///W. 9100 E0.28 0200440 IVAPI W. -- - KEY NOTES: /4/�IF7 I I Q PROVIDE 2' CONDUIT FOR GABLE p0 pEGIs - COMPANY awESt coMMUNICAtroNS, o :••••••••,TF�me _ :� - m . I m v oPplR1F� • . - a PROiYiDE ALL TELEPHONE JACKS WITH 4•� ':� _..: ❑ CAT 5 CABLE �" q , - ; a 33309 tiJ a n . , u NOT USED. • - • , • 11 1 13P2-32 -34 a] PROVIDE A DEDICATED 2 0A CIRCUIT FOR ELEGTRIG POItIER AND C;AS 3 06 _ � LOCATED IN CRS SPACE BELOW. t3 B 2 1 © NOT USE r I) ®lmr 0 PROVIDE 120V CON ECTION TO PUMPS W . LOCATED IN THIS AREA. r ' BP-14 BP-lb PROYiDE 12PJY COF�O�EGTION 1=0R SNOW t Z O - M"XO ® ICE MELT. COORDINATE LOCATION WITH . ARCI-rITECT_ - . , W mm 4 �✓ LOVI ® vER1�Y LOCATION o� 8ED-WALL BEO �"4 . - INSTALLMCs SWITCHED SPLIT in ,t� - T RCEPTACLES. H �1 G wo . VERIFY LOCATION OF FLOOR I[..'■I fu RECEPTACLES WITH OWNER V) �"� - m i : BP-18 �v _P4- . � _ MS : - . , . .... .. [ . . I - t1 COORDINATE FII�PLACE SWITCH IN CxANiCs � O BOX WIT1-r EXISTIWx LIGI-ITINCs SWITCHES IN xRL THIS AREA. SEE LIGHTWo PLAN FOR ,� V ® 1 R005ER AND PLACMIERT OF LiC�HTWx W A � ; 13P-22. 24 ._- SWITCHES. � -fu r� . ----- DR3'ER 220Y EXTEND GIRGUfTII TO LICE-IT FIXTURES Wi j� . I W,ggL=cm LOCATED IN THIS ROOM. SEE LKsHTrNCs P4 x PLAN 1=0R CIRCUIT GONTIMt.I�TlOId. 7� -C '� C'�' - /�%. E3P-20 L.1 . �I ENLARGED FIRST FLOOR '� .. - m3 -15, 1 MECH/STORAGE ROOM PLAN Q -- - E1 8G4LEs V4' ■ i'•0'. \1z ® t3P-it BP-13 NORTH �+ . OWNERIDEs'VELOPER VAIL RESORTS DEVELOPMENT' . r.—'� ELECTRICAL PLAN—THIRD FLOOR COMPANY 32Z E:� V8' - F-0. AVON,COLORADO ARCHITECT Ofi RECORD FA , . — _ - -° . 2004 A*0 ARpIr1ECNAf� MC. I 0 . KEY I MOTE : .. . , milli IF- DP-42 [ VERIFY WITH ARCHITECT LOCATION OF �p EGA SWITC44 NG AND LLA'11NARE PLACEMENT p�`�;• srcc� WUtH OPERATING DOOR. �o�.�gplRlF� : c<� . � � ry: 02 VERIFY SLOPED CEILIhICs FIXTURE, ILET 33309 - - I L I " g LOCAT ON. a 1 s�j € , : - _ - _ t4 t • . - cT t0 UPSTAIRS LIGHTI 3% CON�IE I''8 ❑3 .. :_ - - .: 0,012G w A% �alloar - . '1 N 4 Yf 120V CONNECTION TO F PROVIDE CONS OWNER : . r _ ❑ S - - - - - .-.. - - - - - - - - = -.: _ =` - SUPPLIED FIXTURE. COORDINATE 3 0 - _ - LOCATION AND RECI UIRENfENtB WITH - - - - OWIER. I G I ;. -- .. _ _ - CONNECT TO FIXTURES LOCATED ON 1 .;: B 25 5 LEVEL ABOVE. SEE 3RD FLOOR PLAN 5 g ION s': FIXTURE LOCATIONS," FOR RE L W 2. �- ' aas�U: .. - 6 NOT USED. V . A EF H �► -r PROVIDE >z�r coNntEctloN FOR snow ; .«w 4 2 � .: . : y E 1C.1= MELT. COORDINATE LOCATION w1TH 4 0 . �l alai a .4RGHITEGT. W 8 C) �"� S LOCATED ON 8 CONNECT TO FIXTURE L TED A ❑ r. - LEVEL BELOW SEE 2Np FLOOR PLAN FOR H .. _ Z.- O CONTII�IATION. r . (n wo '.. :. . :..., w - - CONNECT t0 SIUIITGHMC� BELOIII: SEE 2ND R` Y :: . : .. ar ...: :. . -.: F $-I%bra `` _ FLOOR PLAN FOR CONTINUATION. P/ PQ I > iii - :- . : - - sPLrT cIRCUrt r - nl 3 ... LIC,HTIN� rN THIS R1E=A V 21 GALA AN ,- � SEE ELECtRr FOR . 4mnoor s` - IIEDEM a [,p, — . : - - U - r-1 -° _- . I1 3-WAY SWfTC1-I1NG FOR LANDING Uls-wTrNG N :... � ❑ "- . _ - BEtlU EM FIRST AND SECOND LEVEL. 4t4 ca O,�ImG w PR01/IDE ELEGtRfCAL CONNECTION t0 I�.� ❑ W - EF 3 FOR CRAWLSPACE VENTILATION. C,l] V +� i ❑L3 CIRCUIT LIG*ITS TO RECEPTACLES +�-I .. �-j . I ... . . - ..�-� . ...- . ..- .. - .. . ..... .- .. tj . LOCATED M THIS ROOM- SEE ELECTRICAL 0 - PLAN FOR CIRCUIT CONTH ATION_ b-4.. ...:.:..... - ;g F--1 . 11 I _ - suoum�tLt pots: , Q . , . 1. PROVIDE ELECTRICAL SNOIIJI"IELT SYSTEM u : ._.. - :%. IN ALL GLITTERS AND DOWNSPOUTS PROVIDE MOISTURE AND TEMPERATURE BP2-2 G T SENSORS FOR SNOI�LT SYSTEM 2_ PROVIDE SNOWMIEELT FOR EAVES AS SHOWN ON THE ARCHITECTURAL PLANS. OWNERIDEVELC)PER 3- START UP TEMPERATURE SHALL ISE 0°F- - - MAXIMUM 100' PAR 20A 120V CIRCUIT: VAIL RESORTS 1. 3 LIGHTING PLAN-THIRD FLOOR , S `T SYSTEI" `' `'� DEVELOPMENT EUZB SCALE: LID' - V-®' - coMPANY :. _ .__ _.- -_ _ --. . -._. _ - AVON,COLORADO NORTW 4 ROOF SNOWAAELT "PLAN A �j AACi-�Ti'EG7 C)FRF�DDRD E120 SCALE. V8' ■ V-0' \\ J/ \`gyp�/E P14F , No 1 TT Ifu ■ Denver,Colorado ._.. :-. . : - if As TER PLANNER -. & -- - - - - - - DESIGN ARCEiIiP.CT - HART HOW-RTON I . - - = NEW YORK NEW YORK srxurivR.]L sNGiNEER i .M. $ I n p a�ckixc)E&N6WET�Favcrt�ESRS,iNc l ❑ nvON,a)u)Reno n o ooren��ewloE +�-E ENCInIEERS,INC MECHANICAL ELSC'rRICAi ENGiNFF.R -_-- = - - -_: - - - AVO OLORADO 1 . - N r. '.. . . . 1 . I - , . . . �earaor.. - .- . ® ALPINE ENGINEFRING,INC. CIVIL ENGINEER AVAIL,f.OLC)Re1D0 . :- -_ O 1�4ae PROJECT NUMBER: 20900.00 1.- l —Z® ❑ ISSUE REVISION DATE f 5 ASI-075 12-2-05 - - - A ❑ j error Moor% wnroou II I , _ _1. :. ... G emr000 Y - - I® . . c 1 .. . .. - - . �r . ; - .. . . . .. � � . . . -- 4r- . . . -: . . . . . . . - . .. . I - - c , i :. . . - . : - . - . = In . . . . e% . lI G ' 2 --- L BP2-12 .- - _ ® smrol— 4 - Ef 1 . .. 0i - m . G — I - ..- . . - . .. . i I . ---- � - . -- - . " - -; - - .. .. . .. - r� 12 `.,.. - L% m F -2S ". ?s5 . ; .-.. OM-24 olner FGM BP2-22 .. B m A Fr2-14. . . -. - � .. ;-.. � . . . .- I - -. . 0 L J6 - . ,. . .. . -. ..- ... . . . : u - rm-lm ELECTRICAL LIGHTING PLAN r LIGHTING PLAN-SECOND FLOOR BUILDING #8 E1.?8 scALE= I/8' = 1'-O' �� I LIGHTING PLAN-FIRST FLOOR 2 M-E t1V�aes, true. 1/I9• _ �. ow ccE BR1 xoRr+ EISB 1 : I -..... NORTM p":MO)104000 fl. Me)94 LM E1,28 O U Symbol Key ® Keypad COVERED TERRACE ® Doorswitch W4 0 o Motion detector P4 '4 ® Low temperature detector Water detector o Smoke detector Q200 °ate Ozo° p Sounder _ o Heat detector �f_ sk to equipment below o [] o 42' plasma '. n Speaker - 8" FAMILY RDOM QI Q .. �. o o 06.5 Speaker -- 6.5 BE®DROOM z Q t° equipment ►oc O I� g S eaker Outdoor Ow 20 Speaker - Prewire only �g ��� ���g PkW" o. } s�� Speaker with back box 05� a Q O IJVW ROOM �e���A" ® P zoo �� SING R"U()14 sp i TV - type Q l� z°° O `_ Crestron TPS 2000 touch P anel Q$- U S.5 ! r_-' � QI Crestron TPS 4000 touchpanel O F p Crestron music keypad CPT 1 - Location ® lPod docking station Io ❑ i4�0<���5� ® Panamax recessed outlet n Gaming outlet CPT o U I V " Q O vi 3 ! LCD/plasma location with special wire STN e.5 06.5 u ® Doorbox intercom �'" ° !�' F O 1H0 x � BATHROOM !'ITCHEld � _ Doorbox w/ keyless entry of L E V Phone jack �F !R LU OB5 TV jack (includes phone wire)z p~ 5 Panasonic s stemn corded phone w pw e Panasonic systemn coxless phone C n ❑ CPT V �+� ;` -� ❑ ENTRY t�ECHAMlC/�L STh l t�dEd ENTRY Crestron - Thermostat l� Tl�E I' _4 Crestron - Humidistat �' BRFAKFAST ROOM MASU a1W 8A-fH 3 Crestron - temperature sensor ® O f tem eratu OFFICE Crestron re/humidity sensor Ow I ... ; ® BEDROOM 3 f \L-All f @, Shade location - Lutron TT UPUTY Lutron See Touch keypad �VJ = i s Lutron Maestro switch SVJ CLOSET I Lutron Maestro dimmer EKW PORCH ® Lutron home run lighting circuit 1 11 IT 11 111111 111111 11 li 11 111111 0 LOWER LEVEL LOW VOLTAGE PLAN MAIN LEVEL LOW VOLTAGE PLAN UPPER LEVEL LOW VOLTAGE PLAN Notes: Locations of THul Electronics devices and wiring are approximate pending site visit with owner SCAM- None Based on plan set produced by 4240 Architecture Speakers will be wired to the under stairs storage location ALA 1 ALARM. MUSIC AND COMMUNICATIONS PLAN �p`�5 r I ` •�eP� �,. J— � '�• ` � 'ICI._a '-,o- �� .���•- � �? I j t fir►J'lb• ���';'-.�.... �i� 1 r r r. _ 1 fi' `# �/-r9'J� i�/, t .f - •I I/ r,I`�' �i r 1. � �/'i �1 ;� k r�. / �P 7•`► (. '� 1 r f��I � r. /!�� r�r ;'/,/ fy' }� ,�,., 1:�Pf fr<' r e� _is:r rl '-`� � -4�" '� -t' �-1 �' + '••1��� ,� l a•�.'r°� �. AM IffiLs f r �" _ ff�_ / � r••'�/'s. {/.�.: fp��J} � .¢!3/�r• � _ � .�� � tC. �� rJr.fr {r._ °� fi'� f r /1 IY j If tr � �,V - � � r"*}o.'J'fl�' 1 I( �. 'y r_l1..1 t I,/ F/f % `i �.. f 'f;� ,r a.� •. :�� �' -6�' 'fI - l.l. 'l �r � i J,r � I ,y 5 r,; � .k. '�' x' I. r't �, � I j .�. ' �� f' � f�• �'� p�`. r r /, f;. 'i/'. .� �.� aad 'I � ,� -}.� ,A.. i � ,/ �/�� • � �/ I -.r f'' I �/' 'a �J f !z i �r, � i ,1} / ?fir r' �� �.r I� I � F re� /' �J i.!'. �fi ;%�i � � r1;� J'(�t••.9 �'�: 'f' �� �F; ,'f;� �'�i R` � •'�ry" `f' -J'/ a �l �_P` _ s'{. 1. ,�,f, .i sf-. - J,.' '.J I� �! { . I,- � �.!� r] �. 1 ' -lam 3 I t--i, ry :►ter � I1 i r .� � i �• [ awl k 6 711,1 4 f a ,. I I '. d S ! i S tr: I % f 11 '{ -F I I. 'I• :f i I' '}ice '6 , 7 !! t fi, rf �ylj t I � F 1 � J� i" r 4 11 .I A'. 'I I' '� i d �� ,,�' ! � fi I !;'; �.61� I' ;• � 'f f. � � '��� o '� y r � gip. �' � � �F� ! ' � J 1 IMF we'f P r t J r } h ?r 1 �` F i trr -I i I I :,, � 4111 �� r,yi i- i I' �� 1P Yk ' I, ' r a � � g'.. i � � .. v 4g,� ` 1 � ,' • 1�j, - - ,rt. I i'� i r RAW - , Y3]I, , 1. '. Is •.'_ : �w.. ; r F' f' rr; •l.ir• r' .� .E '4' ,rzy' +, 1� r• 'I ► r �4 1� � I' I > �; =, 4!I I p OR. ! dI t I si F., �- Y a !• ti 11 e °s I - f �� 'i � e + r a gL h 1 � / t, 1 J �I{ E I ,. I,, : - t, y / - ' i:'' � � ,,{�,.. � n} I, .! 1 frr' I/ �•. rf,• /.. / A : I' N ?`. f i� ; I J _ �.. �� 1$ r � : f '�/ d�l.`' ! '! • _ _ !'''S, ;Z ''p C �i ,.� f ,9? � rr 1 • � �`-' 1 l ,.,f..,.,. �_ .� `� 9 �. 51 II, ,� - - � �'r' [ r•E •II 1 1° Q; ° �� a�/ ..� •• p sr V a�l� r a � �` ■ :4 � � �i s p g. „ , �'�' � �iEt» t 'i g�l'if' .I.. ;I? '�}r�' � r fll J r ,f 3 �`•".'�';�' :4 - j E :1' _- I � d �a r l, ! l4 JI• �� i lf. ', h_ �,r>t;. !f "`/, k II Boo , € ! � -- Y � - I• - i !? '.�. ;�; :f' !r `¢'r r'' r ,'/ :� � r •. p � _ '�., -� F -'9 �. ' I I - " _ E:arz' '�? ._»-: f ! ;I: € �. !: llr Y- ! is t �, I '! ,°t�` •T,+! _ _ � �. .I- f �°i _ ��w �'.t�� G'_�i�� f�f � Y: � j i :r{� rI �1 '!r J l r, f • jy� `JI' n N JF id 1 . s �, i C ON -1 g ,',! 'i .r,E :, I � a-;�:. i ^°�n I '�f ,�.11 �._s.s4� t •,l: f. }, -. I•I I a- .r /.. bf�:;', '.I _l ;'� '� -i �;' s°^ ; i '3•, ,!n•s4•. .tnn ,E�e.-� a rl;1 i. k I rl�'�V �� 1I ��r � I'^ .1?�' �/ .� I :�'�. � � ? ?r i><.V l;��$�%� 1 I i '�����,- S. ?f�' } �' `31 .�l ���-" , �,`,'t� ��Iq • • • • * •. �! � � �' D' .� ' �' �� ti4r4"• j i _'Erf 4t,.e' 'i k �l � ' _ 9{ � '��fr�T f, .. • . Elf./r O���f r'r Jr �' i�VS;i P. v r. a• r �• • • f• a r f r — i i � �af'i., rr`pgqd ).5 .y, r. :ff. / .� /'d rr ,', 's. 'r=-' .• : Sr �!' / �Flf A9 • i P l'4 0' _71 I •rte. 'r '3C� i F 1.:� 1 � '•i • ,?">A. �,�F 4M-� fir' _. 3.f..1. _ if - 'r G' 7,i,..}a, .(f!/. r 'tir r` �. %;i r+. .+ • • • r •p T=. 1.° - b , ° .:d11USLlli rat r-, r. I r -rte :�I _ a �'�i'�. as `I�I �' �f �f�J 'r• � �a��/ - :,K,¢ ., �. - fr RA'ti�. r �r � .1 � s 'i' 5 4 I.'eP .r I E'c a r s r` �I''r'.J"F Doily+` T �Y: .i-;!•`•�r�r�s' f gmm Xr Ir r"/ •i ^. • / j ! L I p� 1 �i(r Jt(' �?f - > '}', "r F f J�/ %r. r'• �`f 1 f• e' , ;I. J r r . i rr OFFA 1 � r p i� I ! a� r. ' .A�+ { -i .4 y •I ., _ ri i il .�_' _�.+• ?� :r'-. do !� ' 7,.. Y' + •� ` pyJp Ir', i�'J �. � '�_ - P� f -V `% '' �.f�;�, E`� �F;' °q: •e,.a' rr ,. 7k r.a 4^ •_. .r� t'nr.a•• 3i twf rb._'Ir:�� fe l I ya'sr .-w. :'!d` -1:' � 9 1' -!4'•'� -r.'r'"'v x"T"' ya - i. •" �y.� '+•i■gilp�iltZuP_'.J r:Rr Rt s-.r,a. .� •� '�'�` i i. %v,<'.: P r>•'. .Cr a.>s S � •� ->'� 4' '� 3• - `�� k:�- , ,, ?..°r.i�S: ? 'Y'sOlra'1' +`,f .f1 3 - ell a3c: r. r d ; .'•!p ' ,.,,•n .s rf `f_ _ $: g -'-;: %pJ ,. a �.r" t !,. ,�� ' f � .a 'i,. / rl -�'"a' ,s rte,-•a. :-.'`�lPr '°®I✓� �' �� ♦ `"�'' ,t p• +y� I� 1� -¢ � ' � �' ! i / 'r!I,dd:v•� ,:P4idrl Jb'S- � '�_Y" I�.'w•f r • 'J` a 1. 0' °t• 'q•� t_ p i �e+'s•��r >•�• i '.r - i 4. I .•fd ,r-•('i .: - ';A� ^� 'I' :.a-•" r 3 �. �, i `•i ',r La �1 r. J�"�°� - - ' ,. �. .��.�l�.r '' '"r t� � � ��'�,r !t �-�'���.�i � ��y i '_ �°° �:! 'fir - a•a �i ,I� __ ���., � J,�f r �, - �, � f.T' � � -f �' .r €�'�i'���� !! � cm+�e'P.r�� ya°�-,s.��d�}'d� FF�''.•� � r- �. i ! ; r/f -J'r �! }` J _1' /` �./ J _ ��I � :i 7 rf'i. /� r/'.,EJ d � ,} r J: ` j• 1'l�� i�r � � .�,�.' •a "�r� ! �: ! '9 '" �" if � .r it WA F' 7 f.�• � r�� 1"'_.--� r rT / +era.. f'� - +° ,�V� � r � `v,/-�'± .. � T. .{. f.J �.°.' r � I - - •f r, y P - F / F, R 00 / S r - •1 f!F F 116Q7 _ �,. ■ + i ' ' l - lam' � i yB�¢!�.�� ' -•f's � � •/ ;f' ;,��.. - '.' was, �� S �,1/,fie'.. , � r."r r 1/41 1' lr ) •�"O °- ..°rte.. _ r '1f inch 10 Al t - ii • 2 3 4 16'-5 1/2" @2004 42140 ARCHITECTURE, INC. 10'--I 5/8m 4-W 40'--b 1/60 1 4-4 1/4" 101-1 5/60 01 7 e-- 151-50 141-00 51-40 X !51-qw x 100 6 FOOTINS HITH (4)-415 101-0 1/20 LONSATUPINAL AND 31-40 x 51-CIO x 100 21111" FOGMNO I MTH (4 - - trypeLsj) EACH jd&Y' % L RE: SIZ2 F<)R SHEAR . ......... ........ L WALL SCHEDULE L _j [_11'-6'7 x _ w c�W-20) z Z O Il) 4* SLA&W-ON-SRADE %I 2 (4)-" X 2*-6N WITH 6X6 H2.1 X H2J -ft■ 1% HAP. RM ARCH. POR WOOD FRAMING NOTES: T.S. KX4>012 1EP1O)ff ewto" epw CZLM fmml -11'-11 1/2• K2.1 X .1 I COLUMN INTO EXISTINS AND FINISH >4 W.W.F. RMs ARCH. FOR r-OarINS I ALL A001:0 FR^MIN9 JOISTS, SHALL BE LPI/52 TYPE JOISTS AS COLOR REQUIRE"!tfm in I I I TOP OF -- ---------Y- -71c. - -L- ---- -4- ---------- ---- SLAB N MAMPACMARED BY LOUISIANA PAZAMG CORPORATION. ALTIERNATM AM FINISH w I I if. %1 7" %1 0 SHALL HAVE EQUAL OR GREATER CAfA4'ITY AND SHALL Ele % -W-11 1/2* REVIEW BY THE ENSINEER OF FRMUAW. 10 1 10 Top OF IL - . - - -- - --- --,% 'IT 2. "L Y1.." INDICATES LAMINATED VE"MR LAXAN!R BEARMS, AS MANLAFACOTUIRED By SLAB T 4i- FRAME COLUMN fRA HE CADL" Wj 0 T-S. I4X4XIf2 GREATER CAPACITY AS LISTED IN THE STRUCTURAL 6ENERAL LM154ANA PA011=10 GOWWRA-6014. ALTEFMATE!5 SHALL HAVE THE SAME OR HALL 91VP ININNI 01 'r--AALL 0 NOTES. E-121-2 1/4*1 HIi 9 H fN20111419 CX7NTINUE5 ♦ C-12 V403 STEP 4-- TO 14 NLL OVER LOH FOOT IAl6 5. ■ INDICATES COLUMN DOM ONLY H&TIFLE 2X FRAMING NOTED -- ---- - D % D -T % T ON PLANS. HSH FOOT NO CON 1NW5 HALL --------- TO WN-L Om!R LOW 1;00," STEP 4. ■ INDICATES COLUMN UP AND DOWN MIMS IT BEARS ON W-29 4X4>a/2 C,ONCARZTE WALL OR FOOTING BE-OK OR IT Is LAOELMID LOP ONLY. -12'-0 Amk cl CADLUMN Top or 5. < > INDICATES TOP OF BEAM ELEVATION OR PL HEIGHT ELEVATION. IN L-- it ILI I myHomp 51 6. INDICATES TOP OF STFWCTURA4- f1j2OR SHEATHING I I i 0 ON. ION DEEP rwornNS % PITH " AT 1'-0* kI2 -1. I-WADERS SHA" BE M�-2>0 UNLESS NOTED OTHERWISE. ALL N EACH HAY i'EADERS SHALL Be BUILT OVr TO 5 1/20 (13 1/2") H117TH BY 4V 77 ADDING PLNk4OO1P SPACERS AS fa-=WI I Q I 12" LPI/152 12% L"2 1.2" LPI/62 R I M-2X6 UNLJ555 NOTED OTHERWISE. AT 1-40 D. ALL COLUMNS SHALL M AT 1*-4" 0 AT 1 (20-12" LJ=1/32 T AT I-4m 1q. HOOP COOLUMNS SHALL Be C-ONTINAAM-41 FROM FLOOR ;zb TO FLOOR OR FLOOR TO ROOK TRIMMERS SHALL BE AVC*3;0 TO 11 -P 9 e- r-41 �-i APLUMN WES AS RE WIR150. wrnw C 10. INDICATES INTERJOR BEARINS HALLS. FLOOR JOISTS P44A-L STEP <1 120 O/L IN-LI 4 BE.AMNS LOCATIONS SHALL LINE UP WITH STUDS BELOW. HITH SHEAR 01 STEP Ek7I7OM of rvanmo 11. ALL EXTERIOR HALLS SHALL HE CAX45TFWCTW USING 2X6 4 HDI5 TS 4X4XI14 I , STUDS. REFER TO EX-rLWJOft HALL VeTAILS FOR AIPPMONAL 6X6 COL. C'OLLM OWNFWDENTIA)PER INFORMATION. EXTERIOR S11V9 CAN BE SPA4W 2'-Om POR STEP BOTTOM so a 15--b 1112' W-10 3/4N 151--c 5/40 4'-q- 51-OM 11) HALLS SHORTER THAN 10'-Offi. STUDS SHALL BE SPACAW 1-4" OF r-0071ms PITH No FOR HALL SHORTER THAN 14'-Om AND TALLER THAN 10'-0'. VAIL RESORTS STEP BOTTOM % S 12. ALL BE-AMA915AM AI�V BEA4-WoOLUMN CoONNEaTIONS SHALL BE or- r-cx7TIN99 ON 6X6 COOL. DEVELOPMENT MADE P41-M Wo�� STEEL PLATE! CONNMTOR5 UNLESS NO'MV xl%-� % % COMPANY SITTEF, r0m STEP 13. I;M@ ARCHITECTURAL DfRA"! FOR LOCATION AND SIZE or -5 iE AVON,COLORADO ON 6AD, y 'L--3'-Om DEEP FOOTMO 2 FOOTING r-04"NO ARCIirrECr OF RECORD IRDU991-1 OPENINGS IN HOOP STUD HALLS. bxb COL. I.- 46m mp f5 O�- HD5A OF I W OT;'� Z^1 N." I -, 14. Rgs ARCHITECTURAL DIRA"NSS FOR HANDRAIL AND STAIR r00TIN19 WITH (3)-" TOP AND 41-60 X 4--6% X Ik-2" \keg/ n-1 T5 4X4XII14 STEP 15, ek7170m HDSA PO COL" FRAMINS Del"AII-5. STEP A F0O-rINr7 AITH W X%.; ih I Y I j EACH NAY m ALL EXTERIOR. P*A-Ls SHALL +tA\*E CZWINWM STUDS FROM STEP 50TTOM 151-5 I/W A !no FLOOR TO FLOOR OR FLOOR TO ROOF (INC-4-UPINS RAKE HALLS). gk -12'-O I I TOP OF Denver,Colorado PLYI-4000 / 1 Ll L z FOUNDATION NOTES: I be rar-120 Lw I or a MASM PIANNER 7.1 -1 �1 F----1 -, ,;;;r.. 4... & BELOH SHEAR HALL AIXNE cl I I . 1. DATUM ELEVATION 0'-0" EMALS U-1565 ELEVATION 0121'--5N FT. DESIGN ARCHrFECr 2. Exxxk-x" INDICATES TOP OF FOUNDATION HALL ELEVATION. e-- R SWWWSON HU W-60 X 4-6m X 11-20 n s1 4 1/4" -3 r-00-1-INS WM M-05 HART I HOWERTON A EAC44 HAY NEWYOWNEWYORK S. (XXXI-X-) INDICATES TOP OF FOOTINS EUeVA-ncft EAC44 END HALL 5TLOP L 12" LPI/52 I 4. c4WTRAcToR SHALL POLL921H ALL REWIREMWIS LISTED IN 5011-5 AT 1-4" Fj ii, MUCTURAL ENGINEER REPORT. WWI. a MONROE&NEWELL ENGINEERS,[INC -.08 AVON,COLORADO T S. CAONTRAgrTOR SHALL fl-ACE 0)-" VE9ZnCA0kLL*r FULL H0614T OF (-2XIO AT I'-4 N HALL AT HIGH SIDE OF A" HALL STEPS HI THAN 4'-00 IN -MEc[iANjcALELECrRICAL ENGINEER WE ENGINEERS,INC ADDITION TO HALL REINIMOR�EMENT SHOHN OTHERWISE. 12" LPIt32 4)-2yw&--1 2* CZ*ACRETE PA 0 jL -43'-0 IA -161-2 HALL AVON,COLORADO HITH 05H AT P-4 A..F a ep. ALL 1900TIN05 IN ORAHLSPACES SHALL BE BACK FILLED PITH MECA 01 all GOMPAIGTED STRUCTURAL FILL TO THE TOP OF THE FOOTING Flom c!!cx= TOP or- CIVIL ENGINEER AuINE EWGINEERING.INC MINIMUM, M4255 NOTED OTHERWISE ON PLANS OR SHOHN ON '-2- "N. loco r CARAHI-SPAC.E V'ML COLOMOMO 1/2N L*-*I- SEX, STEP or -1. FLOOR IELEEVATIC)N5 SHOHN ARE AT TOP OF SLAB OR AT TOP Or- ILL PLY104001;P FLOOR SHEATHING. PROJECT NUMBER- 6285 8. 771- 77 FOOTINS ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO j i I z; _ I 1 ENE LADHIMeZED DUE! TOSOIL CAORPITIONS. VERIFY C40446eS WITH 0 ISSUE REVISION DATE STRM11ARAL 049INEER. f 00:1/L- STEP 12N 1/0* AT 11-4" Fi --10 2 0 10)-12" LVL/ -061 11.01.05 AA q. F%jWE SLAB ON e#ZAEe ON STRIJCTURAL C.OMPACT1!D FILL OR A.S.I.■NATURAL GRADE AS OUTLINED IN SOILS F29PORT. OPENINO-4 DUMB WAI AI=r C4RA&4-'RFAW::V 3: -17 FOOTIINS io. umew OTHERWISE NOTED - ALL SLAB C*1 &RACES ARE 40 THICK ACACM96 OFeNINS* 10 STEP L WITH 6X6 W2.1 X K2.1 HELDE!D HIRE r-AdWJG. 2-60 X 2-6") -f"2 12* LPI/32 TOP OF ATOARASE� HALL I T CAPNSTRM,�TIOK JOINTS AS SHOWN AT 1-4* CONTROL JOINTS OR 11. MROVIDE C t -91 Oft -On r 'RETE! r 'ONC 14 EXCZED 225 r-T2t PIER TjO. PIER - ON FOUNDATION FLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT a (REINFORCM PER 6j54.10 zV Z%11/ .1 CPUWLsP 12. C4WTfRA9rTOR. TO COORDINATE ALL DIMENSIONS AND DETAILS 01 AMTECTURAL WRAHINSS. PITH AJRC 13. CA9fMR FOOTINOS UNDER HALLS AND GOIAMNS UNLrS5 F- ZZ PIN0491014M OTHERWISE ON FOUNDATION FLAK HITI-I 5/0"40 EXPANSION 14. RIWIER TO ARGOITECTURA& DFU"! POR STAIR FRAMING DETAILS ANCHOR AT I'-bm AJ,V LANDING SLAB ELEVATIONS. KA" STEP 15. ALL SITE HALLS NOT SHOM ON THIS PLAN SHALL BE BUILT AIRCHITECTURALL LANDSCAPE PLANS, VeT#4JLS AJ40 ELEVATIONS. SITE HALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHEIPHISIE. 16. INDICATES CONCURETE! HALL AND FOOTINS C.ON9TfMX.nV UWIER. SEPAIRATE PERMIT. MEX) INIAGATM SHEAR HALL. RE- SG*MXX-E FOR ANCHOR BOLT SMN,-INS SPAC440 AND HOLV-VO�-M. C3 C" C? UNIT 2] UNIT I C4 BUILDING#8 21-1 1/2" 12'-4 1/2" W-3 WN C4 GARAGE LEVEL FX&NfJNG AND FOLWDATION PIAN Ir 7r co 14'-1 1/20 L E 6W--7 U20 12) 0 co 4 F cap-o ``'� 0 M 5UILDING *0 GARAGE LEVELf=fRAt*'*1 .1 NG AMID FOUNC) ATION FLAN L 1/4" - P-O" © 2004 42140 ARCHITECTURE, INC. 1 2 3 4 � f e E. RAN Y84 14' pp�p � 10 t/4" I Y" -2Y" Our b&EoWe RT. 3 9' , E _ T FRAME COL CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT r — TO SOUTH. INTEGRAL COLOR, BROOM FINISH I 1 1 I TO MATCH SITE CONCRETE SIDEWALK & BANDS PIER �, .0383 .0382 IN TUNNEL PACKAGE, TYP. 1�*, FRAME COL COVERED TERRACE w FRAME COL. _ r- � T E"I 3 CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT PIER Q TO SOUTH. INTEGRAL COLOR, BROOM FINISH MOMENT FRAM W TO MATCH SITE CONCRETE SIDEWALK & BANDS RE: STRUC 0° I " IN TUNNEL PACKAGE, TYP. 2 A3$1 FRAME C0_ $'-7Y2 4'-4" 6'-2" -el LDING s Nt COVERED TERRACE A �aCK LINE I AM SI . N f? J ! ♦ APP A535 .0535 \ x V o I I , w � K K �4 SIM �• SIM A A007A ° D D ry ° PI K � C/] 2 �g a � - 1 1 ♦ � Z o ADD5A 2A1 1 ♦r. �.., ;J FAMILY ROOM �+.� ..�� 0 I I � I-•1 1 4Q"�1814J�ERED r R I 1 BEDROOM 2 r .0385 I 1 1 L cy cy BEDROOM 2 I I 85 FAMILY ROOM I ! I o I m m tO A elao7 j-9 0 Q1 � ID DRAWINGS .. 2'-4" 2'-5" 4'-6Y2" 4'-sY2" Q1 L 2'-9" PI oWN� � EEQpUIP p�CESS — i° 3'-13 2'-5 7 7 3' 7 " 13'-6 " RE: MUCH to VAIL RESORTS i s" /4" Y4" - . - -Y4 13'-0" Y2 1 60066 I CPT A812 - DEVELOPMENT ` — COMPANY .00058 I M 1 ® � � BOO 7 1. BOD3A ¢N I CPT M — N1 AVON,COLORADO ThE4 — R �' 3'-5" Q 1 L J .00048 ® _�" 1 S 11 7A BATH 2 C aartttcr Or ttt3ooxD CPT 1 TILE � � I 1 ! I o BATH 2 M 1 A I! ' RE: INTERIORS I FA � N Boa+ I I 'n 3'-5" C� STAIR I x _� 1 — CPT — 1 M ® 1 SPACE 1 N 1 N I O • O O Den"r,Coloul0 I I f `� N TN 1 ! --- i� M STERPLANNER nt�crt ARcEtrrOcr Al I STN �YHOWERTON 1 Q a M1 WD. I ! WD. I j _ BEDROOM 1 M 1 o LOWER UP 19R U 1 R srxucrURAL EbWANEEIL �aoa `" ENTRY ____ M 1 M t ♦ BWB BEDROOM 1 MoxxasA�>R INC D ♦ s ... MBCHANICALE[.fiCL1UCAi.ffi+iGIl�ffi8A ST 'n STN N U-B 13avG DJC 41"1�[x30" x "� T.O. PLYWOOD SUBFLR - Q 1 U :N AVON,COLORADO CUM EbriMM _I F.F. 4 �ED T.O PLYWOOD SUB EL.= -13'-0 1/2" Q1 � R L EL. -12-fl Sf G£ / 2.-0" O. PLYWOOD Su ;'-71"2 s,-8" `i' AIPINEEENG ,DW_ U " to 1 MECHANICAL ^ E=---i2-o VAH,COLORADO In 3'-4�/4" ;` N 1 2 O Aoo 18 � � 86 _ .�. .0901 Cott I BD01A o D 1 B&D/A511 to 4'- V2" CP STN L� I 1 KEE ELECEL M1 I �u�LcESS PItoJECrNUMBSR: 2090000 cH T07B M L/V PANELS STN C I �� ADD�,q ° THUL _ - I M 2�" �� N Q 1 N ! M 1 2'-0" BODBA C PT I M ISSUE REVISION DATE p LOWER _I �° o ►YWIS T.O. PLYWOOD SUBFLR ENTRY _I } _ B008B oo I •� , TEL= -12'-0" soot B ,� L M '-t t 7C B MECHANICAL _ i STN 80096 ®r - TILE 1D r A011A o 13 �o r - LE I ENTRANCE DN-- DUMBWAI ER ;,, -I ' A ;, A38fi N1 N TiL }<EY Ap A.'S .0901 a BATH 1 I A00 RE: THUL EE P ELt'-toY2" .. — �,18 I ® AA LL A.S.I.-061 11.01.05 _ BATH RELE� BOLLARD t ® I an 3 T�2„ — — A.7 A S.I.-078 02.08. n M C ACCESS CE A// Q IPMENT 1 T080 I N <N�l N N cfl ASI-078 N N1 R BOLLARD CLDb Wi-NGI -NO L I 1 I I N - 2 -3" 4'--11" 3'-1" Q IH� �110LD-- 1 � - - .. - w N p1.3 17 =p a. ASI-ors OP�N TOP 1� A REEFER Tpp ppWG. T08C I C r T.O. CONCRETE 1/A5-52 OF BE FLANS �,,. S I ` A511 C EL.= RE:1/A00 PENET�&g'1 HROUGH DIRECT VENT THRU .0511 4' Y2" s'-tOYZ" 2'_4" WALL FOR AV CABLES �'-3-%`I�2'-O- ,WALL & PROVIDE VENT CAP 3 5'-6Y4 2'-5Y2" g _g" 4'-7Y2" P -- - - (R L SOUTH EXT. ELEV.) AV WALLS-RE: TUNNEL " 13'_4" I { I DRAWING WALL TYPES I T.O. CONCRETE 1. EFER TO •EXTERIOR ELEVATIONS s,. 3Y2" S'-9 EL.= RE:1/.0004 FOR WINDOW TAGS. DUMBWAITER DASHED LINE OF 2. M�NSppI NS AR TO FACcE OF ` DASHED LINE OF BUILDING ASV. INDICATEDTO CENTERLINE AS STONER TYP , BUILDING ABV. -- TUNNEL PLANS 3. 2X6 ANT 2X4 WALL WIDT(US A VENEER, x TUNNEL LANS RE. 1 /A004 GRAPHI ALLY IND#GATED ( .N.O7 L--� RE: 1 004 4. REF TO INTERIOR WGS. FOR A RE_RAISED INTERIOR [[ R 1 1 FIXT RES. APPLIANCES AND FlNISS. MANTEL ABOVE R�E� (RE. INTERIORS) \` 384 83 -1 5. TYPE TO SHEET A61 1 FOR WALL F — -1 I I 6.REF R TO SHEET A71 1 FOR DOOR I �L -1 L — I SCHDULE. BUILDING 8 GARAGE LEVEL PLAN ,A 1 1 UNIT A 82 UNIT B A381 OX ,� 14'-1v " �RE�7: RMOML�VERIFY DIMS. 25 —1 1 �Z 26 -7 TTO D J. WsDTTM. w/ 66'-7)/2" F ENLARGED FIREPLACE 1 2 3 4 1 GARAGE LEVEL PLAN N Al 81 N-OWI a.re -0" as-arras a Q 2004 42140 ARCHITECTURE. INC. 1 2 3 4 84 cc - � w 13'-3" C 14'-0" 4 I 9'-6y4" t -2y 13 UNE _ _ FRAME Coy CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT 0 1 1 — — I TO SOUTH. INTEGRAL COLOR, BROOM FINISH TO MATCH SITE CONCRETE SIDEWALK & BANDS rr PIER -- N A383 82 IN TUNNEL PACKAGE, TYP. FRAME COL - 04 I COVERED TERRACE u T Q FRAME COL. _ _ z qt ' CONC. SLAB ON GRADE SLOPE DN 1/4 "/FT f� PIER 0 TO SOUTH. INTEGRAL COLOR, BROOM INISH (MOMENT FRAM TO MATCH SITE CONCRETE SIDEWALK & BANDS RE: STRUC 9•wo" 1 �;, 00 ( IN TUNNEL PACKAGE, TYP. I 2 A381 FRAME COL �"t A535 PIER trE'cr1 ►LD�NG S j.■ '-6" 8'-7Y2° 4'-4" 6'-2" 0 �BgCK o ot COVERED TERRACE ,.,.f �„ �Nr; A 'o ® SI ♦ I W N Is In ,2 ° 1 1 ,w �P 35 A535 �y V K I '4 SIM orrr Now � Sim A +� K .� D 1 �` II D w �\ 1 1 ° � PI � [x 4K ,, 2 1 1 1 1 K -i l ! �� I V z ;n .. FAMILY ROOM % r o 0 2A1 1 A005A � I f l� 1 & 5J. X8 K4NIERE R �' 0 1 BEDROOM 2 c N w I I x 85 L col o I BED QOM 2 FAMILY ROOM I 11 I a � I cfl I 0 ® ! � 1 I to Q1D �ii�v�s �. J A905 2'-4" 2'_5" 4'-6y2" 4'_5y2" Q1 L 2'-9" s X PI °WNER/DEiDPER U# CE55 +� VAM RESORTS 6" 3'-13/4 2'-5Y4" •-7y2 3'-7�4" 13'-0" 13'-fiy2" A812 �� � I DEVELOPMENT C PT� _ � I Mi ♦ � .r s �t-- _ COMPANY CPT M — N 1 I AVON,COLORADO i I B003A E 1 1 STAIR OF XBO(ND R 11 lA BATH 2 C ARCHPPBCI CPT 'I TILE ® o BATH 2 I M 1 RE: INTERIORS I ,ICA N STAIR 1 1 1 CPT 3'-5- _4" I,f M ® 1 x SPACE N 1 N 1 0 N o � Db""w•CO�do o ! 1 ® I I I N TN MASMAt PLANNM d ¢ & ° 1 1 O 1 N 1 Ij DESIGN ARCHITECT �t W yy� WD. ; STN HART HO WERTON FI 4 � 1 WD. 1 1 1 � M1 NEwYOxx,rmw ;Scq 1 M 1 0 LOWER U P 19 R 1 R t MONROE&NEWEU ENIGMUMS.INC BEDROOM os C� N ENTRY ` ____ ♦ M 1 M 1 ♦ 60018 � � .. BEDROOM 1 AVON,COLORADO be 110111 ® _ _ _ _ _ 'N A MBCHANICALELECTni ALENGMEER ST STN • iv M-E ENGUiR�RIX " T.O. PLYWOOD SUBF R I I A� x30 x 4 .LED T.0 PLYWOOD SUB I—" " - Q 1 U M ACIM ENGMEER EL= -13'-0 1/2 _ pN R� L 0. PLYWOOD SUB 1 U ELECTR IC 5 EL. -12-0 z• Q„ A0018 s ST ,aGE 1 � 2�-0" _ -12'-0 �y2 6'-8" " `v ALPME Gn�c,n14c A386 t � A90i MECHANICAL 3'-4Y4 NNN 8)2 CP o S&D 1 STN M 1 fU�� CESS PROJECT NUMBER: 20900.00 B&D A511 U PS 1A ELEC. PANEL _ �A003B `~ ECH o T076 M RE: LEC N STN C I A003A N Q1 �� L/V ANELS _ f 1 R E: THUL M i 2'-0" B008A C PT f ISSUE REVISION DATE LOWER �°� D�q�p N ENTRY I M _ B008B RAWIS v ELO_PLYWOOD SUBf1R �, L — J ` B L '-1 t 7C MECHANICAL _ , STN �B N t O. � r A01 1A o ®F _ TILE N E 1 r I N1 N TIL f ENT RANC p DUMBWAITER TO U I I s A - 86 A00 RRE: THUL ELT(V P EL t 3'-9" � ,.r: J � Q 0 o BATH 1 _ A A S.I.-061 1].01.05 RE: ELE A QUIPMENT — CRAWL SPACE E�- A.7 o T.O. CONCRETE ACCESS DRAWINGS- 10 L 1 TOED I N N1 N N EL= RE:1/A004 RAISED D I N N1 R THRESHOLD- 1 N 2'-3" 4'-t 1" 3'-t" OPEN TOP 13 - — v , . ,' • v I III o. ,w- :; _ 3'-8Y2" 1'-10y2" A901 j C 7- DASHED LINE OF �Tw , t A511 C BUILDING ABV. f DIRECT VENT THRU A511 4' y2" 8'-10y2" 2'-4" 5'-6y4" 2'-3-y4� 2'--0" 2'-5y2" �9'-8" 4'—�y2" PLAN �yoTES: E L s&ouTH° �)CAP 3 13'-4" I I T.O. CONCRETE 1.REFER TO EXTERIOR ELEVATIONS 6" 3Y2" 5--sy2" DUMBWAITER I TEL= RE:1/A004 FOR WINDOW TAGS. IDASHED LINE OF 2.DIMENSIONS ARE To FACE OF BUILDING ABV. INDICA� TO CENTERLINE AS 2 p �y LL sTalvE _ t 1 1 — --- TUNNEL PLANS 3�GRp,PHNCAL�Y4INDACATEDD(U N O RAISED 'HEARTH a ^� 84 TUNNEL l / 004 S s3 RE: 1 /A004 (RE: INTERIORS) [ 4. REFER TO INTERIOR DWGS. FOR ALL FIXTURES, APPLIANCES AND FINISHES. RE: NTERORS) `�\ J I 5. TYPES TO SHEET A611 FOR WALL F F. s. SCHEDULE. SHEET A71 1 FOR DOOR BUILDING 8 -� -J L GARAGE LEVEL PLAN 1 1 UNIT A 82 UNIT B A381 oNTROL sax 14'-1 „ BR2 RE: MFR.. VERIFY DIMS. 25'-11 2 26 -7 Ea'D. ALIGN BTTM. W/ TOP 0 ADJ. WD BASE 66`66#-7)/2" 2 ENLARGED FIREPLACE GARAGE LEVEL PLAN N 4 1 1/4" 1'-0" �-A , Al 81 1 2 3 4 © 2004 42140 ARCHITECTURE, INC. 4 f �t N 1 RANDOME PATTERN SANDSTONE 84 OVER 1 " SLOPED L HTWEIGHT C', CONCREf SLAB 12'-Oy2" cM UN E °` F ` r wwww www wwwwawwwrir w N ' 4" MAX ° ♦ 4" MAX i[] A522 w w w w w w w U w w w w w► 1 TYP. Ea.1 Q EQ. O TYP. ' A383 1 PIER 1 6'-6" T-7y2" A A382 v M 1 t'� F E COL 1 I " 4'-414" 9'-0" 4' 8'-7y2" _ cr Mir 1 1 � 1 I Sim SIM � � r � o Wo 10 � 1 8'-7�2" 4'-4" 12'-11y2" 1 1 I 2 4'-6" 4'-fi" 4'-5y2" 4'-2.. I Drn�) C!( UNE W DECK s'-2" 6'-9y2" 1 A535 A535 A 1 AIUB c1 I r� , i N DECK 1 / Q K 1 I a eto� Q 1 a fn 1 m w14 4'-10y4" 4'-0y2" S� wwww wwwws� ww i FP SIM 1•- /4" Fp io 0 i GAS FOR r♦ ♦ ♦ I GR111 �� 1 V moo 1 1/2- P !� ° A535 ° FOR Z1. 1 � � ♦� 4 �-,.I � M 1 � Am FR ° K 1 A107A ♦ LLr alr�N ���, w 1 1 61 ot3A 1 1 ® xi .rwwws' ♦rw R wwww., � � � I 1IIINNIN aim OPP \ r [V rr i t r w w ��4 1 � 00 P ERN ;n Q' � O 1 1 r I i g N 22 I W A535 �n 1 i 1 MASTER BEDROOM R I I 1O I 1 E 1 HTwEIGI-IT F OUTLET LOOR 1 � ' 1 N A110 FLOOR I A535 c. s L A �I 10'-0, , 1 1'- L.2'- '-7y4 '-73/4" 5'-11 " 11 I W a LIVING ROOM I I I AD 'L OF %" I 1 I I 11'-4Y2" N 85 1 DINING ROOM 1 3 ° A385 i0 - Atm Ato® 4 1 I 1 ° I I LIVING ROOM W r o I L I A9O5 ato6 DINING ROOM 6 1=0.2 Ea.2 L. to '�' A9O5 , N , J I I aloe ° wwwww, OWINER/DI3VIIAVFR 2'-ov" ��-3/4!! 4'-Oy4" 2'-1QyZ" All D N R A812 4•_7y4" 2'-10y2.. 4'-Oy4" 3'-33/4 2' 8y2" <a- M 2� X22 I VAIL RESORTS 6' 111B N w w w w w w w w w RUr tU 1 I M I x ® DEVELOPMENT A M1 _d N A111A ry,� o COMPANY � ww � wwwww I AVON,COLORADO ' K -23/ Axcturacr oFxECOxn ��— wD cV 1 MASTED OOM , "3 5" 1 N 1 1 At t t 1 D I U 3-5 yRE: 01 _ IVA DA5 CEiLIUG ABVF - PQ*�ESDWGS FRO STRUC.) pp�HEp ENE �� I STN 2 1 co S-M I CEILING ABV. OF QI M i6G71JRE of a0 I A811 1 1 I oern�r,catarado 1 I I�(AS'I7iR rLnNxBR I 1 1 N I 1 WD 1 DESIGN ARCHr ECF _ 1 I I o HART HOWERTON fol_ _ _ - 1 o N1 UP 16R - - - - - - - NE3WYOMNEWYORK I KITCHEN I wD LINEN 1 TILE N 1 1 I A,� 11 UP 1 BR 1 WD STN I KITCHEN �' S'I'RUC URAI.ENGINEER 1 2A DN 19 R MONROE do NEWELL ENGRaHA,INC OIZ M 1 1 1 ` _ _ _ _ ♦ RE: KIP OR AVON,COLORADO & FINETYP. I STN 1 C w w w w w wF o I Dw sTtV M 1 �` K I 1 1 I j L ► ` T®"CLO I EEXC +tiIM,Ilv�driNBSR wvON,COLORADO ao 1 WD � I I 4'-�" D 11 � cMV G MASTER CLOSET � '-M �• DN 19R 3'- " 1'-9" Att2 N1 PANTRY REF K AIMM IINGINEEKIING.INC. O A5 f 1 ANTRY 0 ( I REF. fN %r w w w w w w w w I IN M vw>z,COLORADO STONE WAIN S�D 37 M M STN I \ M 1 _N'\ PROJECT NUMBER: 20900.00 - MAIN ENTRY A901 P 1 N ¢ N a A103 ; 1 a, DE M ISSUE REVISION DATE o I D+K iv BENCH B105A - 1 B cV ;n E KEYPAD N ENTRY A381 _ REFER TO DTI.. 2/A521 I '" '"' � Al 13A _I BREAKFAST RROOM VT' I^�L ♦ POWDER WD atto FOR DIMENSIONS ® I 2y4" N 6106 ?� ^ _ _ _ _ _ - -� 13 I 1 BAY. sIM. BREAKFAST ROOM M � 4" A103A N ° °�°' UTILITY R A901 ® A386 Q I I A106 WD N ° N 04A A113 ww rr� w,rw w, r w,rrr w w w w w w w w w w w w , iv A.S1,061 11.01.05 _� w w ° ww ww www N1 3'- 2" PO E I B103B X30 AF>" o P 1 2'-5" � I I I N WOOD SILL I _ I t42"AFF 1 0±-30 AFF ° Q t30 A A.3 w 1 ;., B10 3A A r 1 1 SKI 1 J i 1 1046 w ..+ B10 i 1 CLOS U71Lf1Y �F a Lo ❑ I < I I W ENTRY PORCH I Azar 1 K II sto4 9WG c - 'w �_ 1 PLAN NOTES: � 4'-2y4" ' tL 1 I m A°Ot A1024 1 ° 1 `n 1 1. EF ER T X RI R ELEVATIONS I K3 I 1 I P I G BENCH M1 Q1 J K I /� I �OR WINDOW TAGS. BASE OF BA'T'TERED W LL 1 1 I HF� ��I�IIT (A,�� 1 2'STUDN ORN%O CENTERLINE AT TYP.RECESSED I 1 I ° 4 I I ♦ w w w w w w w w �+ � STONE CAP � SKI CLOSET � INDICATED. OPENING A521 star 3.2�g AND X4 WALL �yIDTHHS A ��. wwwww� www wwwww wwwwwwws� I 1 I I GRAPHICALLY INDICATED (U.N.Of 4'-7" Finished I 1 K1 I 1•-1a " �I 8102A ENTRY PORCH 4'FIXTURES� APTMAfVCEDSWANb FFINISIVS. 3'-5" 4._ !. 4._8y2" K1 1 1 TO ACCOUNT A521 1 I 1 5. REFER TO SHEET A61 1 FOR WALL i FOR ADM LAYER � � � � � I I I 82 I � A381 TYP S iv OF GYP 9D. BUILD-OUT AT M.BDRM.ISr I 6.SCHEDULO SHEET A711 FOR DOOR DEEP.TYP. I 1 I 1 II I ® A384 A383 1 _ wwwwwwwwwa�w_ wwwwwrr�wwr BUILDING 8 J1 J MAIN LEVEL PLAN ° °� I K2 TYP. 25'-11" 14'-1y2" PIERS N 26'-7" M U 66'-7y2" BR2 7'-6" CENTERED ON RIDGE UNIT� UNIT A 2 3 UNIT U 4 N � M. SUITE ELEVATION MAIN LEVEL PLAN 182 Ba—AFP028R.dwg 1/4" = 1'-0" BB-AFP02BR,dwq