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Home My WebLink AboutCascade Village (17) �1 T � I I},� 1 r 1.1 l TT.�� u ra M PcL C,0u11''!M Cam' 17 . 19 • y I W •�ir 7! r j G� �G� Ohl 2 x I►� h�� am mkorwndH 00119P 4 6 r W-7 DN l I Oh M er . tL4PF. dbL N5 I . III - I CZ*41 P2 -TPM 4� WALL W!Y04P I , I GDNG' ,I'„ IW-3 J01 bT GY? 0 LF SECOND FLOOR III I � -epI�a wA+w �0 —911111 + •.., . + 125% - - +j25k-�1 yzl) SH96T. METAL.. AH , u �, W H�'r GNAr �L T.0,A2C44( €N, �� t�iTL., GAP 1 �- 2 Ate, M iN '� t► ! '1C WII ( . ) C� I. 122',.�I� I 1 'O 1+� � +� OG � � �C1'.IHgULATipN � RN1�H � F C�Tym T`�1 X G'�? i7. +1 �T ITT 1 I I __ .. _ ._.. .._.. - 05 61 � r x► C-� �F.,�n H� 01� I • l l i � � r lli I i i . III k • III r I I !F • r 1 FIRST FLOOR tLA6 ON • I • r.�ApE _.. J . • I � 1' w P�b�4� '� LTG. _F�+� 1 i r - Town of Vail Community WEST LOGGIA SECTION' 2 SOUTH LOGGIA S Development "— + " ' " Plan Build Health Fire A8 .5 3/4 - 1 -0 A8.5 3/4 ": 1 -� Approved 13 . J Denied ❑ ❑ ❑ ❑ Vaiidit,V of Permit ' . Sec. 303 (c) 190U.B.C, T�,,; issuance or granting of a permit or approval of plans and • specifications shall not be construed to be a permit for, ur an "approval of, any violation of any of the provisions of this code or, of any other ordinance of the jurisdication. The issuance of a permit based upon plans, specifications and other data shall not prevent the building official from thereafter requiring the correction of errgrs In said plans, specifications and other 1—�►� data." 1—�► i �I I ll �M. DATE: f ' a -On " o ' �/{ 'r•��r �"�yi /1G �y All&awings ana written material appearing herein cpnelftle the original sma un iiighShed work t rIh 1 lit 1 +r ' 1 •• (/r rf-{/�i or the architect aria the sarne may not tie"icateo used or dlscloseC without the written o M� �� i9 w consent of the a(oNtect • TT f 710 ----- - ' • . C t�2i i9G• f'Ii(r O � nc 'urco �N1R t o OF A f E. ., . TuV T4 I � LaN'�151yT - - - I II 5. ° ,, ., lay_� PLAZA BUILDING „ N 6yWWVC OTLi co P�tA t; �p SIR I� o ' o LO (%ND A t+owm) 0 0 - VAIL-,. COLORAD ' ' . ..1. r EXI ERI0R DETAILS • FIRST FLOOR , AS SHOWN NOVEMBER 6, 1987ki 3 *EST LOGGIA ARCH ELEVATION � 4 SOUTH LOGGIA ARCH ELEVATION � ARCH AT LCC43A t • A9 .� 3/8"=- 1 ' -0'" A9 .5 - 3/8"= 1 ' -0" • A8.5 A& 5- • • , .Lr 2 2 3 Z �� b" � q'-$� � -q'-6° � $" __ 9' �a ..... ._ -----.. _.._..._ fit-��t _.— .__ .. fg "5 • V-o" sip, ra. �a.. . _ � - -- ��-O"-- IF.c1r, 66, 1 ii I r mom wwwow- • o tlL♦ tf i Q' G`r /t�/I 1 _ I �1�� r / ♦ �� r /�T�i I �M 6 b 16 t' b I \ S _ T'1�'IP uGf I 6+ rtOp t Ins -= 5 I c •r I Ilk Pq <#> <9> <t> C-1 4 1, W. 'r. ` + " F CQ _._. ...... r 101--1 -,let � � -� i 24`_� ,�b�t IOi` 3/4" . 15 -7 15 -li /t fd.ip 3 G/g ... , _ &1_011 FEW. EQ, j jr x .r; 1' .,r - .._.. ,fir x ; ,j< ... .. , ' �'r, �' ��' •rr �� Tir INSc �. I F I q� Nst. - a4 r I a, !s,l• x-— f L. ri .� ..I , r F AP TU iz.o. K-01 R.0. i �6 A�lir . /'1i�r i✓ A®,(o /++fir ro' N OL �,G PP,�b � — �N PJ r O t S $ � '� s of o r 4 e� Mow 4 - ° _.. �10 4i., A8 �d,(o - GL, S Sec'" Fi.�� b. FfNI9ht2, to Ft l F , FtJ Cie I�ul., 6L, TYP I�,a)i, INS.. GL. � WAR aVOr44 INSw.r GL., 8rb - IN6i•IL, GL, J I{ L P 5 r t ,SL S 4- "1 { rr: Ate`%vil o Town of Vail Community Yt '' • ... - C� "E'C�fp CUSS Development R .. Plan Build Health Fire N Approved ❑ FAIL Denied ❑ ❑ ❑ ❑ N * , Validity of Permit Sec. 303 (c) MCU.G.C. T4jt �NSr ThF; issuance or granting at a permit or appro,'e.! a,' plz ,-. :�d 1 ' approval t fn any aviolation of any ofdthe provisions of this rc,oa or of any other ordinance of the jurisdAtion. The issuanco of ' — a permit based upon plaits, specifications and other data shall correction of �KOr�s in said piarts, specifications and other not prevent the building official from thereafter requiring the data,,, All drawings and wntor mattwlal appearosa herew+constrtute the ortanal and unowl:pshed work Of the arclurect ano I" Sam!may not be&A*Cateo used or dtacloswd m1houl the wormen Wnsenl pt the arctklect w ,4 WINDOW HEAD DETAIL DOOR HEAD DETAIL C- �� °.��. MULLION DETAIL It w �+ • . PLAZ ING 1 0 3 1 0 3 . 1 0 , � E c. u. GY-.� ICI r � LvU6E ('FfP,� p p Q 40 1111. VAIN:, COL �x cur WINDOW SCHEDULE. i 4M �M ANT I j _ zxG �4 �'otc a �,� � WINDOW DETAILS au b fib.#4 NOVEMBER 6, 198�1I 9,01 DIM, - 5 SILL DETAIL JAMB DETAIL MULLION DETAIL - SILL -� BALCONY DOOR a . V - 0 N M I N Q � �-.- '� I� . 3 . � 0 A8 .6 _ •-r'F-,.-, rr -•j• .r.. -v;.4da.,• F .tom _ .r. J . . _ .`,t ,x; s r'ro" META. 5TUP �� • . _SJ YP- lF�4TI-;�I:NCs 2 METAL gTUD FRAMIN64 2 V2 METAL, STUB , gtl METAL 5TUD i V P•ATMOM MPOLATION i •: rb II STUD V�il�LL. GIYP 5H '��IN4 , i _ :z 1 N EXTUR+OR M-1701A TION STLlp v-rsit0 GaALANT METAL WINDOA FRAMe, METAL WINDOW .FRAME 5aAI.ANT T•rF, l - t METAL AINDOW FLAME HEAD DETAIL HEAD DETAIL HEAD DETAIL AT VESTIBULES. DOOR HEAD D RANSOM 3 : 1 - - 3 : 1ro - 6 : 1 .O LINE OF (,HAMFaK LINE OF CHAMFER 11 F CO X7ERIOR W-�ULATIDN eVERIOR INFLATION t C7 Yt- THaTiG OTUC`0O r HEAT it W D P GK I I�C•� 2 5/0 AYP. 9NEAr1)410&3 NEB I• ' wD SiLL META. r;TUq bN METAL STUB FRAINGt E I 5EA 47 PST CHNIL L Mau _.i it M�-TAL KNDON FRAME �r N WD iK�NGr I 518 , �'P. PAD LINE OF CHAMFER I t �lliE CH4.FAiL AeY�@ � ROOM EXTERiQF� HV'- ULA ION x IND �1 L.L 4 - - - - - LV s-r METAL. AINDOIN ; IKAML S�S GYP, 5 'A'�•11NCa. METAL. VMNDON FRAME. JAMB DETAIL", JAMB DETAIL JAMB DETAIL DOOR JAMB AT WINDOW 5 1 .. y ► � , n n r N • • 1 - 0 .. 3 . �1 — 0 3w : T' - o 8 6 - • 1 — 0 ' v • CON(ol r evi L.L. CIONG, evIL.L —....._ 4/2'' � . 2 F.XTMO� M)OLATIDN METAL =K �I XYS trTWCO Werrb-} METAL DOOR F'RAMF1 ; • 15r_ t' 8 GONG SILL _ DOOR �nTl✓RiDR iN'�UL.AT#DN �' 5TU&o fit . STEM i - j I _ ....... . I , ,l Rwa �0.I METAL STUB 1)(14 . NP 1 1061 INS+ 2X 4 wD NU I NGl M�TAL T D Vii,8f'P, 8D. Town of Vail p munity Develoent Com Plan Build Health Fire Approved ❑ • 1 Oenfed ❑ p q ❑ DOOR JAMB. DOOR JAMB CORNER MULLION CORNER MULLION r n O a. �__.... r . n.. n • n 1 2 n r n vai,dlt f . ., • ,..,, r., y a Permit o 3 • 0 , 1 0 6 • o Sec, 303 (c) 198CU.B,C. The issuance or g p pp specifications shall not be construed to be;a permit for, or an granting of a permit or approval of plans and . approval of, any violation of any of the pfiovislons of this code ` 2.K 6 I Z) DW6KINO - -� I or of any other ordinance of the jurisdication. The issuance of a permit based upon plans, specifications and other data shall not prevent the building official from thereafter requiring the NO SILL i' .00rrection of,errors jn aid plans, specifications and other 1 •'data•" DATES 1NNNERlDI�_ EXTEFtlOI� INTMOK jcTzlalz LN'fiERIOR. IN'TERIDR i \ T t �• METAL. WINGbIN FKA ME * ME L wINDolN MET4 WfNDON MML ` 14 All drawings and written maternal aooeanng t,erem constdute the ortgmal and unpu fished wowh i F � of the arcrutect and the same may not boo ck*Waled used or disclosea without the wniten consent of the architect a Ix Pqp led-L. ` '.. '• � 1 _-_.. a •: ..... .•n••.ter.• „ ' WESTIN. a r- Z-A �IM , METAL. STUD WALL . .. . PHASE 9 TYPICAL MULLION . /oil a HERE IVOTEp 6 ON FLAN • h, • �P�S�YP � ---" HATER fNHERE NOTED --- NEATER kU COLOFOUN) ' .. `� ON PLA�f ' ... . . .._. .. ._ GYP D , � II GY'SUM 15D, � 4 , f a WD l- bD i AD r f;og E+E� I x z- WD BASA , I x� wD 3L . INO MR 10I•� _ I x 4 WD 6LOGK1 NB ._. .. ... . . ._._. .. - VVINDOW DETAILS . • r♦ AS SHOWN" NOVEMBER 4. 1 * - MT SILL DETAIL SILL. DETAIL y SILL DETAIL. AT VESTIBULES TYPICAL. MULLION - - 1 � � _ �► , V 0, 3 .. 1 0 S . 1 � 0 6 , 1 0 , . . A8. i � O�W -CN �8 g,' - _ .._ ._.— t C,A�dr1E-r _ —�e►1LIN� Wra va>rc . �� qr. ", c.►P ' ..� .� � I Mfg �. r 'f. A��tr� �• M=er Ri6iLIN',� .�. t® 6'SH. ARM '1 'G+d►LV, ME7 - ' _ �sH>r't.F � _.- , � � _.ate � �� }�G�+► � . .�q ?Y!Q �. I�?�'k '�t�a i ✓ ' Wks}°1�4: ' svwi�+t�Vf¢ PARTIAL PLAN` - 1/2':1'-0' PINaI o}.. .�,,��5 � e ►a ��-.,�; s . � '8 +�P-TR►MG Si+i►fl a 6;.m '� C, �N - :A6li I NBe Imo►f 1. W �"Hf ti nP CaA W, M G"T, FAbC to ��' OF , j �.. _� 2s, A WS- �'r d.G. 4 ! —= OF TYPICAL BALCONY yo . +c�- C+ OF CO f �afi1r.CO gYNO M E;dn C o �n ��r_� , r � - - VII ' E"Y I f� A'' ELEVATION• SECTION TYP. 10 1 i2': 1'-0' 6 1 1/ °: 1 '- r i� • q�� x1� Iq'' Z"' - . � — � � � 1 i I ROC TOP OF TYP. S R 1 2 . 30: 1 '—Os r •rgir 7*d d,i kr +� t; u I �'P.! hla,r��D -fo Mi�Tf+t. ruv� PT �+.ar-nom P -r�r�o� -�r Z�'x4" �,- ,, ,-�� 4L ,Z"'d,G, PLAN SECTION AT S E CUPP R l 'gyp ��Lam— ---.. �.�✓ -.1^: 4 �i. T G; i Z 4,C. ` 1 F�ABE' :e�`�'�¢Lj�t�41.1T w Wes?°�� • =, � �y4L.Y ME'r FA6C� -.� Town of Vail Community Development ... ;4P MGMi<Ao-4 Plan Build Health Fire " Approved �_ ❑ • SECTION AT HANDRAIL Denied ° BASE CHANNEL ` V Sec. 303 (c) 1901U.3.C. � � �� . � ''�� 7- issuance or granting of a permit or approval of plans and ; :'�O!ications shall not be construed to be a pear;!( for, or an ;;2roval of, any violation of any of the provisions of this code ,5� of any other ordinance of the jurisdication. The issuance of Fs permit based upon plans, specifications and other data shall not prevent the building official from thereafter requiring the correction of errors in plans, specifications and other PLANTERBOX DETAIL �� c data." • � � ; t,AYEF� ` ` I7 i Or r r1r I'A 3/14 I Ali prawovs aro rrr�llM^n~&awea,,nq rk-elp comwvw W*DnO�+dnQ unOUhl�f�y6 wdrk C1' Me dtCM-1@cf arIC'++e same mA, nOS De OW.Caeeo �W d o,sctoW�wM+oW N,e at~ ' L W ' g" 8 '1a .«,x��o, ar�,,,,�,. '1r p ' p� � S'^J ' YID � "�= '"�' PLAZA BUILDIN -� y. "' � —�."�'"°'�°"� ` J. '`'�� '� SECTION AT •HANDRAIL PHASE 11 fT wo. �RVM4 WP MMaRSn, o� '� 1 1 i2 : 1 0 _..._ ' oars __._--_ , � PEE n ec f , ' • !�+tf„ FRrtiMlN6 �RJRR�,v� EXTERIOR DETAILS glow Co. P. w� ,�_ BALCONIES s 49Y w,Pe M � 71'P, o -• . � .mil ° '��i �{ ro !Ar ,. • �� , �,�� ,�� __ ..--- - •� , _ AS SHOWN - • ._...� �HTEt� _ ` , ; �. 8310.00 . SEPTEMBER 2S; 1067 y SEC�ON BALCONY DECK AM$ ; SECTION AT SIDE OF TYP. BALCONY SECTION THRU TYR BALCONI� A"T SIDE WALL 1 { *, fir! s � �y �, w - 1 12 : � .-o 1 112 : V -o . . , f l2 . i -o Q$ {,. 1 r �.•,. i • f- - DOOR AND FRAME SCHEDULE DOOR LOCATION DOOR FRAME/DETAILS FIRE NOTES 1 �A D CAM N0. TYPE SIZE MATL MAIL JAMB HEAD SILL RATE i 1,. . . : • W H r :. : 4 1AYM / I 2�� TTL�p. GROUND FLOOR 7` fS X 1 t (5Y1 1:,AP eA, 5M `-" l � • . ,, , " " ✓ 001 SERVICE TUNNEL A 2 7 -0 1 3/4 HM HM I IAI,1 A`�il 3 HR f'`WGN�I'IG I-k�1.� 0 •� �. : ,. �/2 ,,i , 1 , , �, /2 r 002 ELEV. MACHINE RM. A 3' -0" 7' -0" 1 3/4" HM HM 2 A�, 1 Z A�1,1 I Hie I 1 I 16/0 .47- . �+- .... 1 003 STAIR N0 . 2 A 3' -0" 7' -0" 1 3/4" HM HM '' A9r 11l 1 HR 004 SERVICE TUNNEL AA 3' -0" 7' -0" 1 3/4" HM HM Z Aq, I Z/A�,i =20MIN � W&0_71C, }•�OI.T� � ; - I FIRST FLOOR N,� '. t N t N " !1 ! 1 Vim- '„• , .. 1 D AR 101 MECHANICAL NO. I A 3 -0 7 -0 1 3/4 HM HM 4/A 9, i r I _ �} %��61 102 ELECTRICAL A �4' -0" 7' -0" 1 3/4" HM HM A91.1 4d,A9, I H ✓ -- �� '� � I ! 3,,, �� ,i iii AiGtel3�-Y 2� ��'' �, G- 84 103 TRASH AA 3' -0" 7' -0" 1 3/4" HM HM Z/A`1. I Z,/A',I 1 NR ✓ i 2 sir, 1 /��Q_ 2 /2 104 MECHANICAL NO . 1 A -b 7 -0 1 3/4 HM HM ✓ r tl� SM 0=6, W. �4 105 106 STORAGE A 3' -0" 7' -0" I 3/4"1 SCWD HM 20MIN �� • �01F cov 107 STAIR NO . 2 A 3' - 0" 71 -.0- 1 3/4" HM HM I HR ✓ HEAD AND JAMB z HEAD AND JAMB 3 EXT. •DOOR—HEAD & JAMB ' 108 STAIR NO . 2 A 13' -0- 7' -0- 1 3/4" HM HM I Z•/a 9,1 Z,/Al I I I I HR 3A:.1 r- O l A 9. 1 3":1'-0" A 9. 1 3p.1 r-,0" 109 STAIR NO . 2 A 3' -0" 7' -0" 1 3/4-1 SCWD HM 'IA°1, 1 ;WA1,i I HR 110 WOMEN A 2' -0" 17' -C" 1 3/4" SCWD HM '�:,/ 9 2/ `I, I h T E1`I A i A jf4 G12 uI ;w++' �, a 7,i + 1 1 1 MEN' A 21 -0" 17' -0" 1 3/4" SCWD HM 44A 11, l ;4,W1t l PAINT GK, 1�E1,+FJ�L ; ;. '' `-.�- -----, - • 1 lx 2 l�D T�1M �. .� . 112 JANITOR A 30 -0" 7' -0" 11 3/4" SCWD HM I Z/Ar1 1 Z/Af1, I 20MIN � � 1NG DGCLN� 1 6 Mg'TAL Ix� kV,, T��x KID. �.OGNA 1 1 3 CORRIDOR AA 13' -0- 7' -0" i 3/4" SCWD HM Z/A`i,1 ;/A9, i I HR 1, 114 VESTIBULE NO . I Fr 31 -0" 8. -0" - ALM-G ALM 8/A6,-7 4/x,7 - SEE SHEET NO . A8 .6 i- I = i 2X�WP .�-- 115 VESTIBULE N0 . 2 f1= 3, 8, -0. ALM G ALM / 4/Aa7 SEE SHEET NO . A8 . 6 ---rte— , 1 N 20M 19 1 16 MEN A 3 -0 7' -0" 1 3/4' SCWD W D 7/A`�, i -7/A9,L - lf'+ 1 3 i�iD Tip ��'�, ° ,r ► Ko 117 WOMEN A 3' -O" 7' -0" 1 3/4- SCWD WD I 7/A- 1.i 7/A1,1 120M I K # .^ i. R r1 1,1 1 n /1,D 1954 118 STORAGE AA 3 -0 7' -0" 1 3/4 SCWD WD 4 1AI,I �A1,1 palhT Gi�,'V �1E t� 4, � . 1, '� rn►D 7K 1M _ T_ -- 1 19 DISH-UP BB 3' -0" 7' -o" 1 3/4" SCWD HM 2�A9, 1 Z/A9,1 1'A1MT Gi:. 1/�M 1 '. f6'► cT,�►� 120 MEETING RM • NO . 4 A 13' -0" 7' -0' 1 3/4" SCWD HM WA 1 Z�i't`S,1 1 HR r V 121 MEETING RM . NO . 3 A 3' -0" 7' -0" 1 3/4" SCWD HM y/A`�,t .q`�,I I I1R �•� . } ,�}�}�' ;r' w ' f N N Iv ! .4 {�/. �Ir+Y Vf1 !W'F 122 MEETING RM . NO .2 A 39 -011111 7 -0 1 3/4 SCWD HM ?�A9,1 4/A9,1 1 HR v. - A 123 CLOSET AA Z' -b" 71 -0" I 3/4" SCWD WD 7 A'"1, I .l ��r� lvyEY�,,��A�r ., . • , ,• - V � '. !' 124 MEETING RM N0 . 4 A 13' -0" 7. -0" 1 3/4" SCWD WD 7/AelI %IA'i,I 20MIN t-ArnNlr%, tlG� 010F,S 51 To ,� d' A F.' C.Alsiz. . . x. 125 IFARTITION STOR . j A v_ 0" 9 ' -o" 1 3/4" SCWD WD 7/A"1, 1 -704 Ill PANE+.. 126 ICLOSET AA 2' -6" 7' -0" 11 3/4" SCWD WD 7/A-1, 1 7/,Wi,1 4 POCKET DOOR JAMB 5 SLIDING DOOR HEAD 6 DOUBLE ACTING DOOR JAMB 127 MEETING RM . NO .3 A 3' -0" 7@ -0" 1 3/4" SCWD WD 7/A9, 1 VA 20MIN I I�''1iC O.P 0115`+ V A9. 1 3":1r_p•' A9. 1 3":1►.-0" A9. 1 3":1'-0" 128 PARTITION STORAGE A �`-0'' q ' -O" 1 3/4" SCWD WD 7/^'1, i 7/Al. i 2G01� >✓��.. 129 CLOSET AA Z' -6" 7' -0" 1 3/4" SCWD WD 7/A 1,i 7/r9• i 130 MEETING RM . NO . 2 A 3' -0". 79 -0 11 3/4" SCWD WD I 7/A9, I 120MIN Mpch iGHC4Z� OK-M V ci.� ! °�'f . 7T1J� ANo . elA. = r-,tia1-I TLL� � 131 PARTITION STORAGE A �' -0'� q ' -0" 1 3/4" SCWD WD i/A 1, 1 7/A1,i ;,do1� f�A�1�,.. J Zii ` i+ r---- ' ix'L 'r�1+-� WH��'i✓ CCU ;"'! - — .•"rIJG AFJGNGK 132 ' MEETING RM. N0 . 1 A 13' -0" 7' -0" 1 3/4" SCWD WD v' I,oG�'1'i�J oi` It "(- If'� .__ 7/A�, I 7 A9rI 120M IN N MAGNel11G Mtn 01'�C�j �. - 133 CLOSET AA 2' -6" 7' -0" 1 3/4" SCWD WD /Aq, I /H1 i r R I,IQO►� D i �t.l ` - r-1` _. 1..--- -- , i_``� T o 0 134 WES-r LOGGIA F 3 -0 8, -0. - ALM-G ALM /A�1�• X1/ 1 SEE SHEET NO . A8.6 ; - �QU L f'1C1" L �TlJli� 1 135 RETAIL 3' -0" 8' -0" - ALM-G ALM �!/�aS,7 9/ 17 SEE SHEET NO .A8.6 •" �} 1 l `�H ALT e-EAR 51G F ,� � � I 136 STAIR NO. 3 A 3' -0" 7' -0' 1 3/4" HM HM 3/A` 1,1 ' X11 1 HR '%" ' / i , t �� i 37 VESTIBULE N0 . 2 � 3' -0" 8' -0" ALM-G ALM 8/A817 X17 `� ? i l _ - SEE SHEET NO . A8. 6 i 38 VESTIBULE N0 . 2 3, -0,. 8' -0" - ALM-G ALM �✓ 7 �/ 1� SEE SHEET NO ..A8 . 6 - IX P-Ae9rl" �1M- 139 DISHWASHING AA 30 -0" 70 -0" 1 3/4" HM HM „ ,- n ! A7 ALL (, L= AIL. LX TiOt4z- Z,/A9r { �1 i 2-4M_I N , i��, I` .�I1c, hdw vl'I"H ! - - /�� l/4F HHE:i' GHATS ZkL lNT�i . .TS . /4si 140 FIRE COMMAND CENTER A 3' -0" 7' -0" 1 3/4" SCWD HM %/A9,1 Z�A'I�I ( l _ 'A `' � � ii '1'41 r-1 . %� 'G%H9',� � 1l-4T�� t Town of Vail Community Development 141 PREFUNCTION F 3' -0 7, -0" - ALM-G ALM 8/Alb17 4/A6,11 - tit • SECOND FLOOR N0 l~- JEI✓ I 1 GbW �z ,'I4` VIP, G-V�1i� RAID. (A-r -aA1`'1(�) Plan Build Health Fire T f�'•1� ' -0" 9' - " HM se 1/A 1 � JAMB — HEAD SIM. t? JAMB -- HEAD SIM. J HEAD AT REMOVABLE PANEL Approved _ 201 LOADING AREA C 10 0 I i 9►1 - ,.. �' rc►9. ',' A9.1 ' 3";1'-Q" Ay.1 3";1r-p" N Denied ❑ ❑ ❑ ❑ 202 LOADING AREA AA 3' -0" 7' -0" 1 3/4" HM HM Z/ACI�1 Z,/A`i,l 1 HR M,�, M+=Tk. I�Ow� 1 203 STORAGE AA 3' -0" 7' -0" 1 3/4" SCWD WD 7/MC1 , 1 7/A'1,1 20MIN vl I �u�JfG kl J,� 17• Validity w Permit 204 STAIR NO . 2 A 3' -0" 7' -0" 1 3/4" HM HM Z/A` .I Z/r�11I 1 HR yr �! 1 secs ;:Ciu (c) i9rs�`d,ii.C. • jl 11 �/ or granting of a permit or approval of plans and 205 PREFUNCTION AA ' 3' -0" 7' -0" 1 3/4" SCWD Htl 61ACi,l (/A=►1I v I ' :,,o,L: )ns shall not 6o construed to be a permit for, or an ► , " , n " V l �N�, `�-, any vioiatli;n of any o1' the prGVl5ions of this code 206 SERVICE CORRIDOR AA I -C a -0" 1 3/4 HM HM 3/A�i,L 3/A9,1 � _ * y I ! i1 ' ^ ! ",; rift based upon other-ordinanca ci specific fauns a d otherssuance 0 207 SERVICE CORRIDOR D 3' -o" ' -0" 1 3/4" SCWD HM g/Aa, 1 /Al,1 20MIN ►o/f*`�1I Pr*rJi=l- �jll.+- r$'-D" �ik4� TOTAr. we vent l l,rc,vent the building said pl from thereafter requiring the l " a i� .: reCtiGn of , rrOrs ;n $aid plailS, specifications af}d Othtir 208 EAST PREFUNCTION AA 3' -C" 7' -0" 1 3/4" SCWD WD 7/A9, 1 7 1A`l,1 20MIN [-A NC7 4 Oil " o p 209 EAST PREFUNCTION AA 3' -0" 7' -0" 1 3/4" SCWD WD 7/A 9, 1 I/A9,1 20MIN r` " '1 ,f 1. ` I / uaTE: 210 STAIR NO. 2 'A Y -0" 7' -0" 1 3/4" SCWD HM 4/Aq,1 '4/A9,1 1 HR II -- + r ' " (06L. 55,P, r 211 BANQUET OFFICE A 3' -0" 7' -0" 1 3/4" SCWD WD 7/A9iI 71WI,l 20MIN - ` -•-' --- - -- -•- i.. All arawinq$and wntlen mdlendl appednny herein cunptp,ute the onaindi aria unpublished wOrk ' 5 , _,--. .- .-._ f Ot the dThitecl and the same may not Die Ouplicated uses Or d,SClUbed wthOut the written 212 eOTOKA4aE_ A 3' -o" 7'. -0" 1 3/4" SCWD WD 7/A9,1 7/AI.I -- -- _-- ` � `� ` � � � , � , ' � concern of the arcmlecl 213 BALLROOM AA 3' -0" 7' -0" 1 3/4" SCWD WD -7/A`1P1 7/Are, l '20MIN MA,. NETIC 0 .t �.�- C CACH nai G�. #2 ! �-`'+n— 10 -0 OP%S 214 SERVICE CORRIDOR AA 3' -0" 7' -0" 1 - 3/4" HM HM Z,/Acl-I 41A1,I 20M I N I�Ia��NI�-r1C I.1� c i ►�� p{� G-cAMF �� /tile CHr1Mr` K , I WESTIN . EPpx`-1 215 STORAGE A 3' -0" 7' -0" 1 3/4" SCWD WD 7/A1111 7/Wi,l j ti , N , N N " - PLAZA BUILDING, 216 BALLROOM AA 3 _O" -Q 1 3/4 SCWD WD 7/A9,i j/A0 20MIN Ma1�C HOLY o9N N , N N ,,. GuJT ►•, :�-�- I�,>�� . PHASE II 217 STORAGE A 3 -0 7' -0" 1 3/4 SCWD WD _/A% -71AI, iti _TT_ifo�k + THiz.;vSHoi..1a 218 BALLROOM AA 39 -0" 7* -0" 1 3/4" SCWD WD 7/AI I,1 71X J 20MIN rAwMr:"1'G 0" 219 STAIR NO. 4 A 3' -0" b''-bi+ 1 3/4" SCWD HM ;B i.i $/A'•Ill I HR VA LE COLORADO .',, 22o BALLROOM AA 3' -Off -o" 1 3/4" SCWD WD 2orilNaT ;. Dcri 10 SILL AT REMOVABLE PANEL > �.. JAMB AT OVERHEAD DCYOR 12 DOOR• , � " � - " " _ , HEAD AT OVERHEAD- 00 221 BALLROOM AA 3 0 7 0 1 3/4 SCWD WD 7A9.1 7A9,l 3 .1 0 49-� 3 .1 0 A9.1 1 1/2 :1`f-0 r " DOOR 20M I N A9.1 p. � r A ", r d 222 BALLROOM AA 3' -0" 7' -0" 1 3/4" SCWD WD 7/Aq,i `VA9,1 20MIN v SCHEDU4E, L1 2'—o" 223 BALLROOM u�) 30 -0" 7' -o" 1 3/4" SCWD WD 1,l 4/A`i,1 DOOR TYPES �,, �` TYPES & DETAILS 224 BALLROOM pwV 3' -0" 7' -0' 1 3/4"1 SCWD WD G/A9,1 4/A-1,1 225 STORAGE AA 3 _O" 7 0 1 3/4 SCWD 1'rtM 7 1AI-i 11A`1,I 20MIN DOOR/FRAME CONSTRUCTION : , 226 STAIR N0 . 3 A 3 -0 N 7` -0" 1 3/4 N SCWD HM 2/A11� ?A911 1 HR HM - HOLLOW METAL 227 EXISTING CORRIDOR AA 2' -6" 7' -0" 1 3/4" HM HM Z//►I,L A%l 3 HR -� SCWD- SOLID CORE WOOD ' I ALM - ALUMINUM f� , , AS SHOWN 228 1PREFUNCTION. RECEPT . A 3' -0". 7' -0" 1 3/4" HM HM LIA•9►1 z/,A9,t 3 HR WD - WOOD � ' - " " 9,I ' X1`1,1 NF. � 5N "-4 HCWD- HOLLOW CORE WOOD 229 SERVICE CORRIDOR AA 3' -0" 7 0 1 3/4 HM HM Z/A +� 20M I N 1�Aa1�,, ,4 DPI 0 SC - STEEL CMANNEL r• 631.0 NOVEMBER 6, 1987 l . .� �CMCA+— � '' JEZ� � `-0� -D 1 3/, ' HM �11''I IQ_V11) t ' 231 i'AZT;T;D\ �TORAaE. ; '-0" i0'MD'' 3A el 'M S/AH �/A,t.j �/A,�3 ALM-G- ALUMINIUM W/GLAZING � _ _ , � AS JIIA 232 PART I TI�� rD � E �'�a; fib'-D+l 1 � � rtM HK &/ay.I �/A .; � %gar S1NC .� C, ov�.R� ? ��u Nr� nr �� G �EMaY,t mi r P ,�I F�► �, rzee � PAzTn-'lad r - 401 rSrTTI'✓ A 21-01' 7'_att 1 j/4 I-ilK HM • ,1 2�Ay•1 .� AA 17a1,� !'J 17 G01JD�. p(;p�• S?O �►G�, - ' 402 STDRA6rE A "-0`� .�,-�` 1 "�; ,i M..• hM 1,1�q.1 2/q' -� ` ' A19 ■ 1 5 i - , Ilk r ROOM FINISH SCHEDULE PARTITION. TYPES = INTERIOR f ROOM ROOM NAME FLOOR BASE WALLS REF. NORTH CEILING REMARKS 2 4 NO .' VALL ELEV. RELATIVE TO PLANS 1 2 3 4 47/8 DIM. VARIES 5 1/8" 10 1/2" GROUND FLOOR 3 5/8" 3 '5/8" 3 5/8" " " " " " i 1/4" i 1/4 3 5/8 1 1/4" 1/2 3 I/2 001 SERVICE TUNNEL 2J NONE 2F 2F 2F 2F 2F 002 STAIR N0 . '2 J 6 3F 3F 2F 2F - f , g , h , 5/8" GYP . BD . 5/8" GYP . BD . i 5/8" ,GYP . BD . 5/8" GYP . BD . 003 ELEVATOR MACHINE • RM . 2J NONE 2F 2P 3K 2F 21= i ACOUSTICAL GATT I 2 LAYERS 2 LAYERS 004 SERVICE LOBBY 2J NONE 2F 2F 2F 3F 3F I INSULATION o 1A 1 ACOUSTICAL GATT ACOUSTICAL BATT 3 5/6" METAL STUDS 3 5/8" METAL STUDS I INSULATION INSULATION FIRST FLOOR 1 3/32" Fh1'• 1�NI~L e1G I 3 5/8'" METAL STUDS 2 1 /2" METAL 101 ELECTRICAL 2J NONE 3K 2K 2K 3K 3K 3/32" F f r ME-L G-TUC6 102 TRASH • 21 NONE H/3F H/3F H/3F H/3F 3F Mj I WALL PANEL 0 3A 103 MECHANICAL NO . 1 2J NONE 3K 3K 3K 3K 3K I A 104 STAIR NO . 2 2J NONE 3F 3F 3F 3F - f . 9 , h 105 FIRE COMMAND CENTER 2J N01� 3D 3D 3D 3D 3D 106 CORRIDOR V V 3F NONE 3F 3F 9 , k N� VW FLOW,. 107 WOMEN STAFF. G G 4F/H 4F/H 4F/H 4F/H 3F b PARTITION TYPE 108 MEN STAFF G G 4F/H 4F/H 4F/H 4F/H 3F b OF CO 109 -JANITOR G G 4F/H 4F/H 4F/H 4F 3F b 1 A W/ I NSULAT I ON 2 PARTITION TYPE 3 PARTITION TYPE PARTITION TYPE 4 110 VESTIBULE NO . I L/T I 5 5 5 3B 3Df8 W/ GYP • BD , 1 SIDE W/ FIBERGLASS 1 1 t... DISHWASHING V V 4R 4F/4R' 4F/4R 4F/4R' 9 1 B 3A ' 1A2 MEN G G • 4B/H 4B 4B/H 4B 3F 1 C W/ I NSUL , b FIBERGLASS WALL. PANEL 113 WOMEN G G 4B 4H 4B/H 4B 3 ALL PANEL 10 3/4" f 6A 114 MECHANICAL- NO . 2 2J NONE 3K 2K , ' 3K 3K.. 3K 7 1/4"' 1 ' -9 1/40 5 1/4' 115 STORAGE V V 3R 3R 3R 3R 9 5" 1/�" 1 '-3" t/�" 4" 1 1/4" 4" 1 1/4"10 Pie ' 4 1/2" ! A 116 PREFUNCTION 2A I 3B/5 3B 3B/5 3B/5 3E/8 117 REFRIGERATOR 2I NONE 3 3 NONE 3 3 n I 5/8" GYP . BD , 5/8" GYP . BD . 5/8" GYP . BD . 5/8" GYP . BD . 118 STAIR . NO . 3 2J NONE 3F 3F 3F 3F 3F f , g , h I TYPE ' X' ACOUSTICAL BATT 2 LAYERS 119 DISH-UP V V 4R 4R 4R 4 9 '� i INSULATION ACOUSTICAL BATT . '4'Z' r�n� N►1rCr 6" METAL STUDS 2 1 /2" METAL 4 " METAL STUDS INSULATION W. 120 COLD/SALAD V V 4R 4R NONE 4 9 51rAI UE6' ` i �°`W- FAc.4NCB 1 - STUDS 4" METAL STUDS 121 RETAIL 2J NONE 3K 3K 3K 3K 3K a , 1 3/32" FRP. "EL. 122 SERVING V V 3R 3R 3R 3R 9 1 TO �lD �? A 123 MEETING ROOM NO . 4 ID A I n 3B 3B 3B 3D~/8 I 124 MEETING ROOM NO. 3 © A I n 3B n 3B 3D/8 125 MEETING ROOM NO . 2 I A I n 3B n 3B 3D/6 126 MEETING ROOM NO . I ID A 1 38 3B n 3B 3D/8 127 VESTIBULE NO . 2 L/T .1 5 5 5 3B 3D/6 128 ELEVATOR LOBBY 2A I 3D 3D 3D 3D 3D 129 STORAGE 2J 1 3F 3F- 3F 3F 3F I T ON TYPE PARTITION TYPE PART I T I-ON TYPE 5 ) PART 6 ? 8 SECOND FLOOR 5A W/ FIBERGLASS 6 PARTITION TYPE 7A' W/ INSULATION 201 LOADING AREA 2M 2 3F 3F 3F 3F 3F W'ALL PANEL A 202 STAIR NO . 3 2J 6 3F 3F . 3F 3F 3F f , g , h 203 STAIR NO . 2' 2J 6 3F 3F 3F 3F 3F f , g . h ' 204 BANQUET OFFICE 2A 6 3D 3D 3D 3D 3D 5 1/20 5 1112* 4 7/8" 205 WEST PREFUNCTION 2A 1 . 3B 3B 3B 3B 3D/7 79 01 3 5/8" 1 1/4" 3 5/8" 1 1/4" 3 518" 5 1/4" w 206 SERVICE CORRIDOR' V V 3F 3F 3F 3F 3 F 207 EAST, PREFUNCTION 2A I 3B 3B 3B 3B 3D/7 " " 5/8 GYP . BD . 5/8 GYP . BD . i . 208 STAIR NO . 5 2J 6 3D 3D 3D 3D 3D f , , h " i I " ' 9 2 LAYERS ] SIDE 2 LAYERS 1 SIDE 5'/8 GYP . BD . I i 5/87 GYP . BD . 209 DISH-UP V V 3R 3R 3R 3R 9 ACOUSTICAL BATT ACOUSTICAL BATT i I I Town Develiopme�munity 210 BALLROOM I A I 3B 38 3B 3B 3D/7 INSULATION INSULATION 3 5/8" METAL STUDS 3 5/8" METAL STUDS 3 5/8" METAL STUDS i I 2 1 /2" METAL STUDS Plan Build Health Fire 211 SOUTH PREFUNCTIQN 2A 1 36 3B 3B 38 3D/7 3/32" F 1KrF PANEL 3/32" 10AHE 212 PREFUNCTION RECEPTION .A I 3B 38 3B 38 3D/7 - TWO 5� @ 11#, o I Approved C�--- ❑ 0He 5�i 9 @ 11 CROSS BRACING Denied ❑ ❑ ❑ ❑ 213 STORAGE V V 3F 3F 3F 3F 9 ' i i S . S . D . 214 STAIR NO . 4 2J 6 3D 3D 3D 3D 3D f , g , h I Va[ldity of Per it i I Sec. 303 (c) 195 Ll,©.C. T' 'i;r nce or granting of a permit or approval of plans and 215 ELEVATOR LOBBY y I 3D 3D 3D 3D 30 ., rion5 Shall not be construed to be a permit for, or an, 216 STORAGE 2J' 6 3F 3F 3F 3F 3F ,,,i of, any violation of any of the provisions of this code any other ordinance of the )urisdication• The Issuance of 217 TELEPHONE 2A 1 3B 3B 3B 3B 3F • '�Mit based upon plans,-specifications and other data shall r,,, f,revent the building official from thereafter requiring the c? oction of B;r&r .a said plans, specifications and other - STORAGE 2J fi 3F 3F 3F• 3F 3F � , e, a." PARTITION STORAGE 2J 6 3F 3F 3F F 3F PARTITION TYPE TYPE E PART I T I'OiN TYPE T-3 9 (Z>E&nLLL9LN 12 SATE: MEZZA NINE 301 1PROJECTIONIROOK 2J 6 3D 3D 3D 3D 3D 1 1 A LL TWO SIDE6 W/ FIBERGLASS Aft drawings and wnRen material awpeannp Merern cpnsnluro We orK}nel arw unpu101shed work NOTE : , THIS FINISH SCHEDULE 15 TO 8E USED IN CONJUNCTION WITH INTERIOR ELEVATION DRAWINGS c the arcnnec� rol ct same mar not used a drscbsad wFthDU.the wnt1M � 1 consent of the arcnnect 3 5/8" 1 1/4' 3 5/8" 1 1/4" LEGEND BOX PENETRATION SEALED ' `�' ;I . -, AIRTIGHT W/ ACOUSTICAL ,.._._ ..,'.;•. .....r..... . . MATERIALS FINISHES SEALANT �c PLAZA B�D G �: 5/6" GYP,. BD . ELECTRICAL JUNCTION I . WOOD N LIAR UOM) CARPET, TYPE I CS-�.I�WeLe, �� • 2 LAYERS BOTH SIDES BOXES R � 2 . CONCRETE B VINYL WALLCOVERINI, SUPPLIED BY OWNER' BOX SEALED W/ SHEET j ��' 1I J7 3 . GYPSUM BOARD , SMOOTH SURFACE C . SPRAY TEXTURE - -- ACOUSTICAL GATT CAULK (LOWRY' S BOX SEALER) 1�r WJWLAM04 4 . GYPSUM- BOARD , WATER RESISTANT D . PAINT , FLAT INSULATION ZY�S 3-f P, PAD, 5 GLASS E. PAINT TEXTURED FINISH 3 5/8" METAL STUDS 5/8" GYP . BD . IJNE E uOS (?F yR ,. co 0.;0 " � 3/32" f�Rt� �. N � , . 6 . RUBBER BASE , 4 F. PAINT , SEMIGLOSS ENAMEL AC'OUSTICAL �BATT 7 . ACOUSTICAL TILE , 2 X 2 G . CERAMIC TILE , UNGLAZED i INSULATION dKP PAD T4 C�-4+ WC.L. 8. ACOUSTICAL TILE , 12" X 12" H. CERAMIC TILE , GLAZED STAINLESS STEEL i ROM Ff" SOFEE(U . 9 . ACOUSTICAL TILE , 2' X 4' � 1 . CONCRETE , -COARSE TROWEL FINISH �— BASE WF�RE OCCURS J . CONCRETE , STEEL TROWEL FINISH 3 5/8" METAL STUDS R P REMARKS �. . K . No FINISH � '. 1 /4 "' GAP CAULKED AIR TYMS a . TENANT FINISH- L . PRECAST ' CONCRETE PAVERS -- b . CERAMIC TILE BEHIND FIXTURES ONLY CONCRETE , BROOM FINISH TIGHT W/ ACOUSTICAL c . STAIN, FINISH AT WOOD , AT CAB'INETRY. AND VANITY VINYL - COMPOSITION TILE (VCT] SEALANT d . STAIN FINISH AT WOOD PANELING AND WORD TRIM . P MOVABLE ACOU6T�', 1�Tm01`1 e . PAINT BASEBOARD HEATING UNIT 0 . OUARRY TILE PARTITION TYPE ACOUST I CA.L WALL/ �USTIGA� WAL -1 f . PAINT EXPOSED METAL AT STAIR AND RAILS R . FIBER REINFORCtP 1'L T1G (r,ICI?) fW%K_ al Lo Hju "6T. U,o,N. 13 14 (:��HCAP RUBBER BASE AT LANDING ONLY S . STAINLESS STEEL L O O R DETAIL X;TAI r1 r. he WOOD TRIM AT STAIR STRINGER - 'PAINTED T CARPET . TYPE 2 sat=£ ; I�a�/E� 8' � T ' • ` U ACOUSTIC WALL COVERING NG ' . F I RETAPE-. & SEAL GYP . BOARD - �I HR FIRE RATING I, `r �Nv�c�z h��1pIJ - � � AS k . 4' -0" HI G 1=11K 1MWW n A9T1C 1°i� eL V . EPDXY FLOORING $Iq4� y HAVE �rE Fgo"m m, 4' -0" HIGH TILE WAINSCOT - TO ALL WALLS (z> r►. Fk FUL I]-*)PC "0r?46fW01' To be EP®�f IPWA146 �� CoPeelm GAD LoCA11OW6. 6E5 k-1 lr�` AU,F�7 fi TOR- Fm Perm L •°C 8 A9 r15 A9w2 101. 11 ACDUST . BATT INSULATION ACOUST . BATT INSULATION _ = f 6" METAL STUDS T S . 4" SQUARE r PARTITION TYPE 1 .� M SEE MANUFACTURERS BEHIND ALL LOCATIONS �, T . S . COL . S . S . D . i DETAILS FOR JAMB OF ADJUSTABLE JAMBS 3 5/8' METAL STUDS T . S . COL . S . S . D . 5/8 GYP . BD . 5/8" GYP . BD . • 3 5/8" METAL STUDS = 5/8" GYP , BD . � � 1 DOUBLE 4" STUDS TYP . a PARTITION TYPE 1A ---f-- - ------ 2 -�- - -------�"' 3 5/8" METAL STUDS Jr- _ - _ - - - - - - BEHIND ALL FIXED JAMBS - - - � TYPICAL FIXED JAMB ' �L _ _ _ _ _ _ - _ _ _ .- - _ J' DETAIL SEE 1 /A8 . 3 , 3 1/ " 5/8" GYP . BD . 5 3/4" 5 '3/4" µ -198 OF C JAMB AT MOV . TRACK WALL K`2 JAMB A TRACK WALL 3 CAL . DET AT MECHANICAL " TYP . COL , DETAIL A9 . 3 1 "= 19 -00 A9 . 3 1 "= 1 ' -0" , A9 . 3 1 "= 1 ' •-D" A9 . 3 1 "= 1 ' -0" N4 1 i t • 4 1/2" k 5r ,Sir.. CORN OLAW Apl•aW4a K;4C W ' 4-0 �-r, A�ov� �� 5E� �r-ru--BEN �UrPI-�1F�.rr j g -—-—-—- - ----- --- - -- 4HI M r7l�if!a5 , I�UCi°tT1Oh� 6 8 _—_—_ _...__—_ _I - T . S . COL . S . S . D . 5 3/4" SILICONE �r(7YP AT lK-F) 5/8" GYP . BD . WALL TYPE B T . S . 4" SOUPE 1 4" METAL STUDS I 3 5/8" METAL STUD 9 � _ �_...._.-._._._._._._------------------- R- 19 INSULATION 5" METAL STUDS I + SYNTHETIC STUCCO SYSTEM i 5/8" GYP . BD . ' 5 1/4" 3 5/8" METAL STUDS I i 5/8 GYP . BD . I T . S . COL . S . S . D . I PARTITION TYPE i L) _21111010 �� r 89 -----------------i----------- - 3 WALL TYPE D IOTma14 TYt AZUST GATT 1HWILATIDM K005 TRACK WALL JAMB 6 COL . WALL DETAIL , WALL DETAIL a CORNER GUARD D C IcE~ i5 ETAL � A9 . 3 1 "= 1 ' -0" To A9 . 3 1 "= 1 ' -0" A9 . 3 1 "= 1 ' -0" A9 . 3 z 3°:I'-o'' 4t o" '. �GK11•ICa AiS. Imo, • — _ --- COY19f&P, ' 1 I`'IINit"'A. _bI NT �4LL �v N© W U W6 (� REF D CEI L. �N FtPe HCU-M €) �'� ��[a I••bDO �Ih'I f x 4 G4�iT , �No 11N ©�ILLEQ /I`f' for AT HEAP _ r p �S � It" PLY�D M D,D: - � ROUTED ICI_ pV� 0Lj1NDC •AbU1"AQ.i 15 I/Z1' -%k, i I rLUSH rLJLL Town of Vail Community • � Ott I-�I��JO�D ��IE PSI V � �•� F�bP G Td � • Development I I"y � PI SIl.N'G�'TTON PAL.- OA1•.5, �` � — uEL E'I' WL'r 3/8� Plan Build Health' Fire • �j fit' S�tJ05. U•C�L Kf I*iG A'S ��G2'D, 'I%4 Zer71A i �� SPAiJ 5"�..1GY7— D21Ll.�D 71lbtf Rpproveci -❑ 4 I� � LIP �.T 'ND4Ji H1A�F FDR- L4Ca'TtOr•l� .ELCVA'rIbNS Denied ❑ ❑ ❑ ❑ �vl.l� tATu-I �T �oP � r . Validity of Permit �T' aFe5 ( Sec. 303 (c) 1913CU.B.C. �JT'b`'TIOF� f�All L I I r ; .�rvcp or granting of a permit or approvai of plans and i I s �,ofis shall not be construed to be a permit for, or an ' I x .! of,•any violation of any of the provisions of this code MEN tM9 I I ¢ ,r`y other ordinance of the jurisdication. The Issuance of Vj +� 7 Z 09 I 1 : at based upon plans, specifications and other data shall G �0� r�,:• r•.-event the building official from thereafter requiring the J M� I I + crfi�flon of error% in said plans, specifications and other 9 PRESENTATION BOARD ELEVATION 1 o CTION 11 EYEBOLT DETAIL ��T AT ° °h� : �.3 T•:�'_o• �. 3 •�3•;a�A-o" � �. 3 '. 3":1`-o' Alt drawm4s and written malenat appeannq hereu+constitute the onginat and unputw4hed work Of the drehilect and.the some may not be duplicsied used or disclosed vnthOW the written Consent of the architect i . ,, STIN PLAZA BU�LDWG . _ fLU5H N1.1. �--- I 4f=AC4 W-7 PHASE 1 I ' 1 VAIL C0LOR-A00:.,,, I # . de TOr T H INTERIOR DETAILS YY . AS . SHOWN , 1 B3 34 , NO' VEMBER 8, 1981; 3 FIXED JAMB MOVABLE PARTITION ,z DOOR DETAIL �- X231 & X232 • A� . 3 .3�Ir„pn A9 . � A.S ,!M { 1 L A9. 3 0C, M) -TAi. C GHANN�L ftS1LZNr I MAAO a 4`-o" ofc, METAL t 1-0 04, p.G I 5��''F'r'r PD . . _ . METAL HAT C,4ANNE- r ° . . . ,_ 2V a C. TYr, Ilk, -KCa $ 8 I IaT�P I!* `f L ' V ►' VINYL �E ' AGO UyT l G,AL TILE aco�M6 ��yI VINYL EIS. TFIM r C • GW� �arPucA�1t�N ` NTT ' r�rP �` GOUSTIGA� TILE pT1C SEJ�LANT 7YP . i �. GLUE r _ loll I ' DAMFTPR HOLE • 1 N T GK�UPPD�T � � 5.� �� 6►�'p gyp, AND D AH r 1x8 kP TRIN MEAL. Par. TI! IxS HARDWOOD TFL1M i 5/6' MErAL5705 e 2-0'0,c, — r A 17 77 0 o , UIF. Ilk • r 5 r r' CFJUNG i•iiT O OF CO� aEE Ft.AM 5�81I .Ai. MP.S AGOU r1 G 4'-O`' , 5�8 et(p, by TYp MOUA&Z A"br%I. I N7 S, pAlzi'I'�t�N TAk� 21 0 1A SM PIETA " t TMIS 444=r LIGHT VALANCE AT MOVABLE 'ACOUSTIC PARTITION (DOUBLE TRACKS 2 LIGHT VALANCE AT WALL A8.4 3* 1 i_O" A9:4 3"_ 1 r,O" 4i 616" cxrn tv, � r"Ii=TAr.. G 61iANNEi.. MEYAL Ii�rT CHNIII- META~. HOT GMAMNfL.- _ COUN71EK WV 7t MTV_ I E METAL. C Gi•4PJ44eli 5/F�' GiYI° f31�, Nci-f` u FW-0W.W r�•r UNIT5 12s �MP�;: G�. �D 5i'K 30 _ .._ AI.. i� GHA�� __ ..__._ ... _.�.. 5i , _17 111- 19 STA97 ' � METgIr. M G�NNS-, le AT i`L 5,-oll op. 4-o" Loj6 Burr Mol. 5 8" G" For, WlHnNL.iS k& Tip j 0011/ � ` ` -- %6f� �WP FLU0a5C4NT UNITS 5'60 OK 4-0 TWO UAMI° N T5 BUTT MOUNr7 vOg UINUD.S tGH a S� °R F 5Px 30 Co Q O O TWO gr:W ,)F T'WO LAMP � ; GE F030 O� F 4d 9�� CDOx� PG� 91�zT "D T �F-U� aC . I' J TT" MOUNTE�U F� 4ONT1HW0n7 6 F4d oIZ F SI'X 3D G41.DK/ T .,. "4514 INTER011L WHIM P6L1 C!Li- 1f;, 6A, STU p5 FOIL 5 0roerr Ex CLPor \� a . 1 WHaC CAN FPAML INTD `- 1 �` ` MMt. M a�r�• �• i gyp, �. Z tA fi•'I C'fAL P11'UD6 a LIMO Lit• CEILING LINE - C41L411461 LINE � INV+ Ni"M0►z Wkklre b rs-fP, 6Dr 'Trt'P - KSH- 19 .001 IZETONE, f%5WAM LDls I�i•t - 14 FS�NZETONE f40"IA?IG L�3 E . WALL FIM15H TO 'V? OF SLOT METAL ANti-ES FOUR SIPM OF P01 l- fvu _ McTNI Ak" CONTINUOUS `. I1've, MI /bn 1''-0 100TH OF LEIS Town of Vail Community • _ Development Plan Build Health Fire ti 3 LIGHT AT BEAM LIGHT AT LAVATORY COUNTER . s RECESSED LIGHT WELL 6 • LIGHT DETAIL aPPd A9.4 I � �_,��+ A8.4 3"_ ��p" . ' As°q' 3� V_0" �-43'— '-Q" Denied a ❑ o t_. Validity of Permit Sec. 303 (c) 19, ToP T 4. The issuance or granting of a parrs!!: o.3 specifications shall not be construwd W OL; r.� 0): approval of, any violation of any of tt, Li • _ _ or of any other ordinance of thQ jurisaicatioli. The a permit based upon plans, specifications and other not prevent the buiidlag. fficial from thereafter requ r€nit ':;ie ., corr,9ction of errors i ld'p.ians, specifications and oii,d► data,' (ATE: -- t0,11'.L'Tloh! POUO�F- TOP ° 544 CAgvE f TleACK- , I`I'I. ZIMM �5 U Plvollef i GYP• nR ON ,� .tr Ali drawlnos and written material aopeariN herein constitute the orrgutal aria unpoi$hw work i n� of the architect and the sarne may not be ouplwated u#stl or discbsed wilhout the written _ . consent of the archaect 1!5U %94 P91M TREATM7 WP G t�A9,4 a WESTIN . . t A. IINXIIi 'ti STUD V F° AM - SHAM A6 KW D, i 1�1` �� '14uLD1NG `tYP rTI, 14A L -11LW C, C EP AOUs' 011 O I I r ergo 4A*Ct erl'10'vA&Lr., roM �i�Lr a ,� le" Mme, mud t1 Lam, COLO-RAO gA APH 5� APPI-.I 15n A&)&J"n Ik.. F,iE+M'T • �q CEILING DETAILS H: I - - - - 3' b'' METAL SRUo . ZOf �t, 1 1 P FrONIIN6 gAL1 ` I IMUO& D L14HT FlYlUlt i p1 M r �+�CR E6 5� A(; 1 A� I Oft , - t-a.A?ld.t AS SHOWN 2'-p" 4% . i . 63 9.t NOYEMSER S. I 7 PROJECTION GREEN 8 LIGHT VALANCE AT MOVABLE ACOUSTIC PARTITION (SINGLE. TRACK) SOFFIT AT 1-ST FLOOR PREFUNCTION R , N ti 111= . i s ( +�s � A9.4 1 -� - AJA i Iz l 0 i A9 . 4 I! M. r r r • -- - - VINYL WALLr.OtYSRIW • 14 411 WAIL BEYOND �aR ' � C ' H Mout-miN H-r W E.V E�TWex-ji cz) v ITT, . G"-M r1 ty.Or4 I X L3 � ANB 5 44PW" GHiw "It.... W 5 , . 446 v 2*"l MAX. 1 1 1 • •' ' Mill 2x4 WO 1% 4 rc 4 CHWK RANI.' SEL IHT, M.W. op Wh Otil WALL C VIMAt WiNW-4Z T 1K 2 TRIM Al = W. I K 2 FIAPSh D 'Wirt P.l "� a WGbp ' � :a o�•f '� I1. WOOP 04Al2 ZAIL MI-1 4 A of coy° I# HAI?PN� PLU61[•"WCD ODOR FF�AME Gr`j'PSUM �Aa►KD i' ic' 4 CHAIR RAIL SECTION 2 CHAIR RAIL ELEVATION 3 CHAIR RAIL PLAN . ' W 4 CHAIR' RAIL ELEVATION A9.5 T�2`.1" A9.5 1/2": 1 A9.5 1/2": 1" A9.5 1%2": 1" VL" 6 of.-1C CaUI 'T A9, 1 AL'r CID,= CID i LAM, PtAi;rT1L qq 4 * LT. RKTl,ll� i rnrP, C.>:iliwG AL F011! MlAjttj�& N't ec ITT SEE• I�Z+' r�'�WODV _..._. � iN'i; CLEv. ' ' I XL NAeDtiJX�D Mfr 04a>�I l.. - P1.YWcrnD 4 L t r�¢li ` 2x4 W9 r I X4 LE't� ALL �uN a TS gMllil ---�I - .Goy�4 NBR 1 _00 Z 'T �htOME #•1� ELF -rApti CIS till t`'' ML. / I Xfo HA90WXP FACC WITHIN 5t1 Olt ,c � p� I •GICi'N+RF - OC=W 3" La 4O 0, Z4«4,G. r' 'f0 HA-r6H eHAt1r RAIL.- ml r GK- Pt T� N / T- 'e • ,•' I T P. wo� r SECTION ELEVATION CHAIR 'RAIL .SECTION a COUNTER TOP SECTION T CORRIDIOR PHONE SHELVES — ELEV. & 'SECTION • A9.5 X12":1" • AS.� 712".1" A�_51/2' 1'-Q'- Li 60 ver t ( SIM, rPIA I, i/4�, 4p, D. 5C *e emp �6 HFAP � JAMB Town of Vail Community fly. G' F.L. Le O 2 Development e tt oz 41 #12• I�woop, lYP - -� �- 5 �1°�.1`jn1� �4 �� '• plan Build health Fire i Approved --- p j LA r, pLw IG I I I Denied 5poe Q ❑ ❑ M. C } �' "T& Tor ' kil _— _ Validity of Permit C11 Sec. 303 (c) f9$�U.B.C. . ^. ol V 110, • The ftuance or granting of a permit or approval ` iI specifications shall not be construed to be a perm ; ?I�12 S.M,g. !� !(a O.C. SEAL�4MT +6.TOP f IZ. s il Td M� �� • ' = � ' approval of, any violation of any of the provision.. { � • or of any other ordinance of the jurisdication, The issua,�'., w a permit based upon plans, specifications and other data I not prevent the'building official from thereafter requiring + + 1 b PLYWP ' � p �2 j` ELYaf>C H ,, correction of errors i id plans, specifications and oLl��r ' data." 5 �'110N �D WOOD IV / ' tt p l 'DATE: # - PH.Ws, +� 6"o-C, r iH�tRDWL)op , T�CIM 9IIM MP AS I�QW$W Ail craw+nqs and written mill appearino hereto constitute the onq�nal and uhpubkshed work of the architect and the Same may not be dupkcated used or disclosed rrrthput the writ It consent of the architect . . 2x4 �r �� Tor � oil . oM rt Ar H r NCoW 8 C01FULDOA PHONE SHELVES -� SECTION .. s SECTION — TYP,. BATHROOM VANITY ��A9.5 �4'= err A�.5 �e� 1`-0" P � G • PHASE : # V IL,. COLORADt WSCELLANEOJS - WTAXS AS SHOWN . 31o' NONEMSER G �.98�1" AS JM A965 +GENERAL NOTES GDh1T, IA. LIVE LOADS USED IN DESIGN : G . THE TERMINOLOGY "CONTINUOUS'" MEANS QUANTITY . PROVIDE THE I- � ,c NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS . Fn-^N A . ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . 80 PSF COORDINATE WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS . �r 4 x `C3 Cr !�`" 'W 5 COtrT, EACH 5iD& B . TYPICAL FLOORS - RENTAL UNITS . . . . . . . . . . . . . . 40 PSF H . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND -p OF CRENING (Top 4 ALL CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS bo'1'TO+••t C . TYPICAL FLOORS - CORRIDORS , lOD PSF ARE COMPLETED AND SHEAR WALLS OR DECKS ARE IN PLACE . D . PUBLIC AREAS , 100 PSF I . STEEL JOISTS SHALL BE DESIGNED , FABRICATED AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE ( SJI ) SPECIFICATIONS Etc - E . WIND AND SHALL BE THE TYPE AND SIZE SHOWN ON THE DRAWINGS . SHOP . . 1 . BASIC WIND PRESSURE . . . . . . . . . . . . . . . . . 45 PSF DRAWING SUBMITTALS SHALL BE ACCOMPANIED BY VERIFICATION THAT 2 . EXPOSURE • . . . . . . . . . . . . . . . . . . . . . B MANUFACTURER IS SJI CERTIFIED AND SHALL NAME THE REGISTER-ED •� FaL.L PROFESSIONAL STRUCTURAL ENGINEER IN CHARGE OF DESIGN . � Crop 4 iftoTTo" ) F . EARTHQUAKE . . . . . . . . . . . . . • . . . . . . . . . ZONE 1 J . WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER 2 . NON-STRUCTURAL ELEMENTS : THAN ACTUAL MASONRY THICKNESS , WELD 1 /4" CONTINUOUS PLATE TO RL',PL N BEAM FLANGE . WIDTH OF PLATE TO BE 112" NARROWER THAN MASONRY A . ELEMENTS SUCH AS NON-BEARING PARTITIONS , ETC . ATTACHED TO AND/OR THICKNESS , PACKAGE #1 ISSUE DATE: AUG.27,1s87 (TYP'IGAL.) SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS . 7 . METAL DECK : B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND A . DECK SHALL BE SHOP-PAINTED STEEL , SHALL BE OF THE TYPE CALLED SHALL MEET MINIMUM CODE REQUIREMENTS FOR THE TYPE-OF CONSTRUCTION FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE POSSIBLE SPECIFIED BY THE ARCHITECTURAL PLANS . WHERE METAL DECK RECEIVES SPRAY ON FIRE PROOFING IT SHALL BE GALVANIZED, C . RE : ARCHITECT FOR VOID SPACE BELOW NON-STRUCTURAL PARTITIONS ON r B . DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND NCOTI9. ''H115 DETAIL iSTMPtGAt- Foot Ai..L. litc- ENTF2LANIT GG7RNER4 OAfT WN SLABS-ON-GRADE . ( RE : SOILS REPORT. ) REINFORCED IN ACCORDANCE WITH MANUFACTURER ' S STANDARD DETAILS CONGRaTlE; SLAebe, OLAMS, aeGrc TORPIN-465 AND WAL.L.s, TMI5 3 . FOUNDATIONS : AND SPECIFICATIONS EXCEPT AS OTHERWISE NOTED OR SPECIFI€D . PETAII.. A6-60 APPLIE:5 A'•r ALL PtE- I_tJTRANT CORr. r_Rto A-r CorNaTF�UCTI�ON JC�1NT5. A . MAXIMUM SOIL DESIGN PRESSURE . . . . . . . . . . . . . . 5000 PSF C . WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN // b o p o I ON DRAWINGS . TYP. SLAB STEP DETAIL irj TYP. RE— ENTRANT CORNER DTL . B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO . 4 13487 BY CHEN & ASSOCIATES DATED MARCH 12, 1987 . 1 . ATTACH ROOF DECK TO SUPPORT BEAMS , STEEL JOISTS OR PLATES WITH 5 /8 " PUDDLE WELDS AT 6" O.C . C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING ' •'! ••' � � '��' ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS 2 , LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE FASTENED TOGETHER WITH 1 /2" DIAMETER OR SCREWS AT * 12 TEK SCREWS 10" • . : ,' ' ; : BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER . P,E,: PL*N4 FoR, 00w E.t_,. 4 � D . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED , NATURAL SOIL 3 • ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK hlO�It�IC:I �A�� 4 Gp�.ET. •• '• WITH 1 /2 " DIAMETER PUDDLE WELDS OR SCREW AT 12" , ,.• •r •.. OR PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL SHALL BE COMPACTED TO 95 % (MINIMUM) STANDARD PROCTOR 4 . ATTACH FLOOR DECK ( PERMANENT CONCRETE FORM) TO EACH DENSITY UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT . ( RE : Ai�li--i . SOIL REPORT FOR DESCRIPTION OF BEARING SOIL ) . IF SOFT SPOTS ARE INTERMEDIATE SUPPORT AT SIDE LAPS WITH PUDDLE WELD . EACH END LAP IS WELDED TO EACH SIDE LAP PLUS ONE b _ ENCOUNTERED kEMOVE SOIL AND RECOMPACT WITH APPROVED FILL . INTERMEDIATE WELD (THREE WELDS PER SHEET ) . o. �\ STD. 1210 24 DIA, 2401A, ' - C�AIJLKED .J T• T`�P- � HGOK'y, E . DO NOT 'PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL BASEMENT S. LIGHT-GAGE METAL FRAMING : Owff FLOOR AND FIRST FLOOR ARE IN PLACE . F . CENTER ALL FOOTINGS (CAISSONS) UNDER WALLS , COLUMNS OR GRID A . LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN . •, � . R' r' LINES UNLESS OTHERWISE NOTED ON PLANS . ON THE DRAWINGS . �Ijrp ;. - ! G . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON B . FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER CONFORM TO o.: d COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE , A AST11 A570 , LATEST EDITION , COMMERCIAL GRADE , WITH A MINIMUM MINIMUM OF 3 REPRESENTATIVE TESTS SHALL BE TAKEN FOR EACH YIELD STRESS OF 33 ,000 PSI . W,W .Ir" N 6_-T — � , . L1► IPRO�IIDE �ORi2.. FOOTING AND SLAB-ON-GRADE . C . FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM KE41Wi4-03 AT +rpWs- RUCTIpN H . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT TO ASTM A570 , LATEST EDITION , WITH A MINIMUM YIELD STRESS JOINTS (T4P. } OF 50 , 000 PSI . CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL - C�,OPQ7 OR CONCRETE . 9 . NON--SHRINK GROUT : 6.r 0. �. STD, cep. Wt-E�P,E, GONG. OGGuF S AL�T, HGOK HOOK AI..T. NODK ►-�Oa, of%, 4 ` CONCRETE : A . NON-SHRINK GROUT SHALL BE PROVIDED BETWEEN COLUMN BASES AND A. ALL CAST- IN-PLACE CONCRETE SHALL BE MADE WITH TYPE 1 FOOTINGS . •.,.. ; . o , .� : ..•. • :f :., ;-• PORTLAND CEMENT , STONE AGGREGATE AND SHALL DEVELOP 3000 . -• ' +n PSI COMPRESSIVE STRENGTH IN 28 DAYS .;1. 10 . GENERAL : . • A . ENGINEER ' S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL r•T B . THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED W1 ' S33 > � ( or 57 ,000 `rr FOR NORMAL WEIGHT CONCRETE ) . SUBSTITUTIONS . 0 ` .. PROVIDE MpitlZ. " C . FLOOR SLABS-'ON-GRADE SHALL BE POURED IN CHECKER PATTERN , B . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH '•= . K�MwA4►• �+T � AVOIDING RE-ENTRANT CORNERS , WITH CONSTRUCTION JOINTS LOCATED MECHANICAL AND ELECTRICAL CONTRACTORS . VERIFICATION OF • GpIVflTRt�G'Y"IQnaI .'' UNDER PARTITIONS WHERE PRACTICAL AND WITH NO DIMENSION LOCATIONS , SIZES , LINTELS , AND REQUIRED CONNECTIONS ARE NvT€ : rG.R >6TArN� tiC ►ING $ ARC�iI�"E,GTuN»ZAL- rmiNp[GC'IG�►�-►Oltit>Q CONTRACTOR' S COMPLETE RESPONSIBILITY . F�r-s 'PPLAN F-.K rti�,iNIECK or- R15ERZ ,�,,�;✓ ~g��•►n5, .,C�+'hIT3 (TYR. ) EXCEEDING 20 FEET OR TOTAL AREA OF 400 SQUARE FEET . AT LEAST 48 HOURS SHALL ELAPSE BEFORE POURING ADJACENT SECTIONS . C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT STEPS ,�^� p p /� CARRY ALL SLAB REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER ' S CONCRETE STEPS ON GRADE TYP +CORNER REINS. DETAIL JOINTS • APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED . Town of Vail Community - OR - UNLESS SPECIFTCALL Y LED ON ARCHITECTURAL AND STRUCTURAL Development DE TA I DRAWINGS , RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS , C . CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND SAWCUT JOINTS . CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION ON HIS ITEMS . Plan Build Health lire 20 FEET AND SAWCUT 1 " DEEP x 1 /8'° N Approved " 0 JOINTS SHALL BE SPACED D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED 0 � RE: : FP LA 1/%! x I'/s CONT, KIL60 WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT ARCHITECTURAL , MECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS . Denied THROUGH JOINT . MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE ' D . SLABS , TOPPING, FOOTINGS , BEAMS AND WALLS SHALL NOT HAVE JOINTS FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE W. w' F' IN A HORIZONTAL PLANE . ANY STOP IN CONCRETE WORK MUST BE MADE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . Validity of Permit AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL E . PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL EXPOSED TO Sec. 303 (c) t9CLI-p.C, .+ - �+-' - - SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL THE EARTH . fhe issuance or granting of a permit or aoprcr-: + specifications shall not be construed to be a p�? ;, , . •. � '�:• . � � •••••� ( BE AS DETAILED OR AS APPROVED BY THE ENGINEER . approval of, any violation of any of the provNSrn�.� nt d , F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW or of any other ordinance of thejurisdication, fire i:sua L I►'V I L.. I L L �h E . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN OF ALL REINFORCING STRUCTURAL STEEL , TRUSS JOISTS AND METAL a permit based upon plans, specifications and other data ACCORDANCE WITH ACT BUILDING CODE 318-53 . UNLESS NOTED OTHERW '_ SE DECK . THE MANUFACTURE OR FABRICATION OF ANY ITEMS PRIOR not prevent the building official from thereafter requiring "Ft; ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 31A INCH CHAMFER . TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT orrection of errors in aid plans, specifications ang olotir USE STANDARD HOOKS ON DOWELS UNLESS OTHERWISE NOTED . THE RISK OF THE CONTRACTOR . iJata," p ` 5 . REINFORCEMENT : G . WATERPROOFING , VAPOR BARRIERS , WATERSTOP , ETC . , SHALL BE DATE- CONSTRUCTION JOINT SPECIFICATIONS . TYPICAL CO N S U - _ A . ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS CONFORMING AS INDICATED IN THE S £ TO ASTM A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS H . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED �{y©hardy��rdtC.oneurtantte WHICH SHALL BE DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 , AGAINST ARCHITECTURAL DRAWINGS . Uj �T B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE - \ LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . I P�.AN - , 4ti�►I„t�lrrlrrr', ,� C Ve it I" SAW GLT C . REINFORCEMENT PROTECT ION : Z FOOTING S I •.r�`"/.''�� 4 A ,K 4x Da, 1 CONCRETE POURED AGAINST EARTH . 3 1/4 WIT H-1 W. W.F " MARK SIZE DEPTH REINFORMENT REMARKS • '��I�Ag JOr 5-r f�A.t•IiEL �I ITT, _ ,,_�;�•_� W, 2 . CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH) 2 " -._ L ,'.: ♦, / -'�O I L ,Q F -• �' P Ei r _- - - f°a , `. •`• --�- •�• f sam GRAVEL Flt..r~ � )3 . COLUMNS AND BEAMS TIE BARS . . . . . . . . . . . 1 - 1 /2 <. `°•c`'�.� L A i YMCA 1.� ...,U��✓�aT ,(,� � �a.. r� ii G E. ,W. (i) �.r. . , .•.�-��`' 4 . SLABS AND WALLS (NOT EXPOSED TO WEATHER) . . . . . . . 3/4 " D . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED i 4- aG E,VV, OR AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE All Waw nqs ano written matet,at appearing nerem consioute"of9inat ano unpupt;snwo wan PERMITTED , SHALL B E A MINIMUM O F 3 6 BAR DIAMETERS U N L E S S -`D 14„ r° - * 4 E.W. of the aiCnAOCt and the same may not owduph[aiaa us w or tusc*seo wiw1p,x Inor wniwn consent Ot the architect 1 SECTION N.T. TYPICAL SAWED CONTROL JOINT OTHERWISE NOTED . MAKE ALL BARS CONTINUOUS AROUND CORNERS . E 3•_r 12" 4 -.% 4 E.Al, E . PLACE TWO #5 ( PER 8" THICKNESS ) WITH 2 ' -0 PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TWO I�-G w1G�E 12" 2 -r G G0ti1-, _ WESTIN 01 #5 x 4 ' -0 DIAGONALLY AT EACH CORNER . - I PROW DE �yTD Hoar. `°' r FI �� x>'�' -`�� TL SfiFa►�.� F . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BE AMS SHALL BE PLAZA BUILDING c I W1r1_C� c75:.1. Ttj �Tt.;^I= IFTIEtjoi,o-IGd 18 NOT SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN : BOTTOM BARS OVER - - PHASE �I E a ��l -a W/ �!5�' �3 SUPPORTS . p,_ OC7Le WeL-015 RJr: PLAN G . PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT 0_j ifs _ POSITIONS SHOWN ON THE PLANS . ALL REINFORCEMENT TO BE HELD SECURELY IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77 . - VAIL, COLORADO ---it 6. STRUCTURAL STEEL : � Z � •'; . ', � - . rW � A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATIONS A36 COLUMN SCHEDULE . _ p EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE 11 TYPICAL STEEL STRAPPING DETAIL COLUMNS TO ASTM A500 , GRADE B , LATEST EDITIONS . ANCHOR BOLT -- �� d � ,'.+ SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL BE MARK COLUMN BASE ,PLATE ANCHOR BOLTS REMARKS A36 STEEL . T54SI�.E1,4 -s14 x I — GENERAL NOTES " B . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORD- -W >�vatD T •- �TL�.IHK, ►fP. FC�QT'ING RICINF. a �" Sx l 4 4 - 3/4"o3 x l`-i1- i"i.4• ,b,t"r.4-ZG, �. - 3z, -3 3� Q - e ANCE WITH LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION El T55x / 34`•KIc' xd�- 10�'Z � " x to" . 2'-arm.se Ot w� +u� DETAIL -. - �• , w-�-�-9. •'vEil� / � - `"'/ STrD. HK. 9� x 2•-o AR CONNECTIONS t,t 4 - 41C'0 x I• - 4 I/4" bE+irT � \AJe L 0 A� E5AR5 TO MAar=N r6oP C . UNLESS OTHERWISE NOTED , USE STANDARD FRAME BEAM SHE C F-3 T. z 5x �e t Q WITH STEEL BOLTS OR WELDED EQUIVALENT . SELECT CONNECTIONS AT .. Io'1z v"/ 5TD. HKT.-�-x--�V'O E L / r / EACH SPLICE TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR Ts� ><� x +/,� p - �/4"FYI ` -4 u~ �8 - ��..�� Ev �►"QZ# Ri F C�5C_I•,, / EACH GIVEN BEAM AND SPAN . � I ' x �2 't I -o w � '±� RG'r31Nr �\ Trr+1•. FGiOT1Nb REiNF, -- - - 1 - tt T� a�G �,'��°�Y r 4 24-� � NO SCALE D . MINIMUM WELDS TO BE BY AISC AND/OR AWS BUT NOT LESS THAN 3/16 r 1* x 12" x I ` - O 21 a a.�.�0- 114:o K 2`-oA,�. led CONTINUOUS FILLET UNLESS OTHERWISE NOTED . lots lsfV 1I) W/STD, hK, w -rH eADt 4 WUT--, EA E►� c� TS � x7x 1�4 a 1 K I`-4 ^I. �+l,rp` D :. - a t.i `.5 1947 t � E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN . -a��fdAD `"'/STQ. H�. . 2`-ca A. 6314 Nov GF 1gJ67 WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN T57 % 7WIG I •� '� I•_ I x I`- I ve ic0`- 4 AWS D1 . 1 . �'vOrD /ST 0. N TYP STL . STRAPPING AT HIP BEAMS F . STRUCTURAL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS T58 xgKr/4 ►- - 4 - I `� ` .:• '--4AHOO`YL .1. �t�LC©L�-t (� � x I -4 NOT IN LOOSE LINTEL SCHEDULE OR AS SHOWN ON STRUCTURAL DRAWINGS . --a VUf 1 Mx I 2 x I 2 /'5TD, HK. N' 12 A • TYPICAL STEPPED FOOTING DTLa ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO TS- ��& " `_ 4 - / STta �IK1,,-4 ,T_Q 2,# Co 15. � /a- %'/X 19 DETAIL N.T S. 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"t'.a.PI6.E�r. 112 -4 FTC+ 51AI LAt� I�.GI , r ; III '-•G F.I✓ I.I 1 -4 �\ ��' -�� \ I LGGAT DIV �7G G T r >; ,'' 1 27.9 I ' ! _ Pz:AACH. ro ,4 ':,.- s . r --', r --I DEP�53�G SLAB � \ \ � \ Su�T F'o� q` -1 r �,Q�' _� _ 4 � 2$.6 .. +�/STAIR SUF+r�C.aEF�c ::;��'1 w• I _ I I hoc. F F dq n 14" ;I PIL.AlbT�R (991 4) 5 \\ I \ �sTP.I L.e►NGI+wi ! ,4 . w 27.5 ,' I INN, w14-004 \ \ T O. F I q fi - 2 8 I 0 4 TI ES �Tlc /4 a V EI"Z"T. F',,.,,,y �y ` - x. N PHASE r ; . F s I I J \ \ iI I' \ F I 1 � -1- pf-� �, GRID 6INE 4 1' !7 r �n _ ; . �• 5" TY>� 2 T a t: I la+.� \ . � E) \\ \ .. �' 1 GROUND FLOOR FOUNDATION PLAN 1/s"- `-ov k 41 1 . \ \ ' \ C .t, T. D. P I L,4STEli I Ir NOTES: 1.. FLOOR SLAB SHALL B'E 4. hORMAL WEIGHT CONGRETE SLAB ' ' ^'," G Ir ors�.p,a / II,�a \\ F EL,= 112 4 I C%"_ P, REIIy ON 4." GRAVEL .:,FILL. . REINF W'%'6X6 W1 .4 X W1': 4 W .W . F. ,,r; ,+ I I t ix I \ \ T T, b I -Z 4 G,W, i ,* ,. 2 T.Q. O a � p ;.,� � 10- I _ i _ / \ G�sLrA� '• � •� � NI-+�►SE . 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'l��ii fw 1! 11 D E \ v\\ t la,�itirrr• O� T 1 4 �' 4•�4a 26.1 a ok Wl..A= i ON 4" GRAVEL FILL 1 -o q r -4 ,o, �' sTE ,I , 0"t-IN a TWlfa ARIKA STEP T11i�NEL. \ 1 'w4 \� I y -.- ELw a I I - I I f 4 ) I ,,, I r w 6 x 6 - W . 4 x ,, I I «'•r ,� 1 "O TYP �I ty I I sT k+�►Ll•. \\ O,SLA35 + -- 25 I �. ; I ,-, GKIa LINE I ,,..:`; '-�"� �~ ❑� _� �E i?- 1 \ \\ I i ° fA a Ley rl ! V Q 'r. i,,„ :jx'tA. .&4. I I ( I �I #AIM I \ E _ 24.5 L - =� _�-�, i OF VESTIbr,;L.E \ \ RE' H. A ill _� - -•r. ,:y Q 7 I,-� L J — J I : , G,.+. , \ \\��E+i -�!: r` _— - --- - I - '1-0 P o F F'I r"ASTE F. I l o-Cv I T.YP 5;5 I ,.� 09` L-_i-'-_j 7 B 4 5a \`_.- . _. 24 �I-`ASS R►�: IzJs� God, P11.AST1�1+, ". - o � (I -0) F±1 r. � ❑ O /� � f o � _ � ;a. CPK= L lI %Q i;L.tMIN;;- ge 0IM : k'. i' 71: N IN I +I`4 4 11 c -&) .1 1 0 I Town of Vail Community . „,- '14., IV - i PAV004z or., 5Arao -: pRI�L. oxY C q - Development . . ` " ��'; --', �', V U '"N TO, SLA 6 I Ba,bE fTYP,) PE•�► 1 zowz+I.15 a Iar", EIM"G I I I � :'I.? 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I I I 1 ( s —}'_ I + !� SE. 2 ava{ f Permit`Tor, o;.:.�ltt � �` ' I aP o , any violation of any of the rov' ,.. :'� �"' `°'.;i ''`' r� T.Lar WA1-i- L __ ; I To S, 4 x 4 KID FROM R"'%PR L_,___1 ! ',, f. - O L_ i- r P i ;STCFZ p sot cam. ;' :y,;, �slan this � I I ,� � O 7 O IOai`-D) t IOrd'- ) O ( .I,G• ) or of any other ordinance of the jurisdication..i'he,lssuance-of « * ,"_:" `� IN 56.A�+ STEP l 5 FL. k 14•."7 Fl@) I-AfG TD 5t �G L,EV N i5 �.+�. e4F.e,G1,.-T TO I -- C +n Permit based u n cans, other�.data sll�il °„ �.• ' 1`- i not Pa p $peclfications and ii i •1- , I * O" event the ding off rom a ,. uA #^ E' . I i r —,. ...-� a ��,.L_._ I IG-Ca) 2`-'7 " C.ONC,SL.ALS +^f�2-fie"d \ I is y 1 correction of errors in icia s th rfeafter regulrtnp't e , . . ;;;, .''. N .31TI~P ,�.� 5 , I ' r� �--.-____ — •---—_ M Ex iw. e3OLT'S. idEa ARID•r 7 5 � t_ T.O, P I Tim *� z: I��X 1.1 h data.,' D sped,ications apd other" + ;:�A *' - r, �, I`-� i�—� i G�. 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J - 10 '� �'N 3Q'�* -O d 3 7 A g, -t � / Hb 4% COL. � V 1 I b �Y 2 r 5 V5$4, 2`-d 4 4x 4,� %4 p¢C.�C f3!?Ca, i fir. a� � N � \ \ _ L } �` _ k °� I r r� '`t �- SIV Cox 25 I35� 51/z 'Yawn of Vail Community ; ,;. ��;IF p V .4. 7 r � S7 - 57 { Develo ment ' Z �'t1W r \\ I y 1$ la`�8o1,1 57 4>< r4 2i!oH9@ 3. � �' 226 1,-,� 2-9 � 1w p " ZI,- J 0 \ T5 xsF*I/4 lo- YS _ wltax3l _ `� W N ; \ aN 1NCs CO {S �- WZAA. II'7 (5 I I a x . T5 1:.01.- AIMoV, (*ANGiN<s) Plan Build Health l=ice` r*s'. 47v, _ +'la V . = \H - W ,c44 I • P. ,+A-� ��:.- �� W2..'7x l4 Cv 1=NT Fh2Ai`�! / `- t I 4 .9 6`- I I/,%1 y '^, I /.* Q 22. c �. 2{... � x l! W12x1 lS `-2 Z �r1 , ; .rte ... I _ Q 0 Approved ❑ i w ,�, k.,,�yN '� Iq \ ( l' 1 H �� w W I�irrr�I.r�Lr - T'b r 4,l 4' 11 �4. [�. -"', „� \ + I_o s7 �. l4 _ T 1�H4�4'- sT'Jp e,oL_,� H� ® `-o ,/i �; ; Denies Cl ❑ �' n„ ; :t" ,,Q! TY 57 - \ ��W 12 x l4 5 -I+Y 12 x i 2O W S I � 1, d �`� 1 6 H 4 +N (� Il�2'-$/�4 S 7 TY '�' 5 O q- IT . 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FRAMING PLAN .. .. ,-, 20.5 Q �W 12 A I W I2) 'A 22.H I•o a�4`-0 d }�a �� 1L �d PORT ON l 7 \ Q lye, T_ � . _ _ ..._ approval or of anyoother o ordinance of the jurisdicat on1Si1 ha�ssuai�ce 4f- �,4 ,r�� .�,� I 0� �� > �� ()I 5 - U O k 1 ns s ecificatlons and atlier,:data-shall; „, 5. 4>~4xV4 TAP, \ �� _ - - NOTES• 1. u a ermit based upon p a p �.. ,.,.` `'4;' w12 ,< 1' -�q r 20.6 F1.00 SLAB SMALL BC 3 1/2 NORMAL �kEIGHT CONCRETE SLAB p ;.,� x'=: \i I 03 _ P,t�Et�'b + il1 �` r 1 P "- REINF w/6x6-W 1,4 x W,1.4 not prevent the building official from thereafter:ri3gpirirlg tlae;• ;, ,I., .•, �:�; I /8 0. o -t3 �1-... STp-,A. ON 9A6 26'GAGE METAL DICK v r %' .-. �� I k correction of errors In id plans speclficatians and olli,��:/; +,: 3 '�� k 0 d h u _ i 4 H 4 c� 4'-o \\ v T4 +-i E r`, hior w data, ; +'. W.W.F. RE: 'S3 FflR DECK PROPERTIE5. .r , >{r,s 2,5 i e 4' �- t-1�5a A%0 , -� Z R i2 /� I 2. { ) DENOTES T.O. STEEL ELEVATION. k k +, —- 1�ro 4 D (34-01 .. 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V OF CON4C. -' FTG TO WALL, EXTENb 3' 4 r\ j ° 1G vEf�,T. EA. I -GE � V I � , j . .;�' ' A ` q 4 e I R�, '`\` .�, y. 't�7 I ,p• .a '• ,. ,•+ °y 1' .e y A '. .,.� '�� +,fi a 'l. ° {�// I I fa �• �C. \� . ..��I.i •0• ! p '.....f-r.• 'v�.t ° ,sr ' ',.' ' :s''"'� 'A.a. r„ p>i ?''�'iw.i� # +' _; V '*�] 111�4 4 ,I ` ID FORM FEE•PLp•N ° - D r 6 *,r u�Y,y� ` 0. . d ' 4 %. V a ,•I• • .-I � •T,1 ! "dip "S.'µ', 4- d a �':. 1=T RE . P AN FOF� - a' T . . . . 0. , lu .T • ' SIZE 4 RCINF, a. , . + i T .0 6' ., I Feld: aGl-IED. ,,;_ .,� ',?:I .L 00 RSGT. CAA DGir 13M P Ai��. �� \ \ � e I f 1 `:';:`.Id ... . . .C ....... .• r- RIj�'1 "C l bQHEDr Rte. r-Vo1 I NCB `SCNE , . 6 NOTE AT sIM, +SCGTIOM C+CrL, IBEAFi3 or+ ^ . WALL., RE% PLA.N, • ,' I..I ,1µ. SECTION 3/4" _ !`-0 3/4" = l' O c 3/ " = `- 3/4" = I`-0 EC 3/4" = I`-0 . .... . -.. ' 17 3 SECTION J SECTION 4 o SECTION SECT . I ;~ : , '°. d'ik ll kE' IRAN 1 PEr PLAh1 i�Nw µ++11A,. �.� r5 t n \.w ( \�ffl ;. � r; • ,,, I r.. 's.." .4 r + M RW. PLAN i' PLAN ✓, I , RE, �L A,N T.Q PI L-A5'TeR T,s, COL, ' PLA ti 2. s 4 x C a N T c� TOE I I RE' ; . , l,;.,': ,�„ -�I I r -�-- Z-gr ,. C.ONT �� l RCS PLAN I RE%15/55 FOR X-I". iAC•ED �1�.1 . I. . �'� �,. L �zw � Irc.4 001..-. bmaa. I COL. PETAI L-S, NO? I `_I �� .;,.,. + ' , I �E 1�OI.i- . r-?F_1. PLAN I SHOWN I 2 -O S LO I�E S 1 �`' +t- y _ 1 vEI�T. @. R'a ' 41G, �--� 1� F-L.�..�L•aTlol+� R£: PLAN RIB' P4.Al.I S x'� l8 P1-A.�.i I `� ... f�_7 - O,G1 .xc .4„ Ge, IZ.. �OP�1Z. 9 VERT EA 5r17E C ` . ' - ` \ , { Iro 4k4TIG5 @ 18~ ,.. I GOLlG, SL.Ai'S '""/W�W.F SA' ". ''11-- �...» ,'. IRO�/IAijr STD 90' I -�-- , ,...-� Y� '7 Z ; IRE• pL,e.l�l HIC. ON Vt.F�T BARS ra ,,�.'' "" • ' _� *G & a'r VEpaT, P.L.`r H K, '•• �' .1,� FL,E. Ate- . 2 ORi r. r �I Y ,? �� M.1 . r. d d ��...__ -�'CM 1alEG 2�-G I l i Gra. P+I"1, I .I GOO D I NATL A �,Ir► : • 4 A~T DOC P-15 a o r 4 .GONC, 5�1.+�3 C� AIM , .. . . .p;- �`�ri>•; p I ;PL�.N G HAM P, v ED4 Eta ,T, Rk. �LAti +.n }'? �- ; ; _- l; ' w i- H .b.PvLri 1 T EC.TL1 PAL+ \ �\ �'��" /� .a PAVERS ON y D 15A`;�L. 4 ,� • I . T-' ��/� 2 �5 H01;nz, (T6I) . . ', ,. ,' . , , . , • ', o' Pp v r-R 5 O N r�tv i� / I F�E' F'LA Inc ° , • ` ; , E. P L-AL N. °'- S II ' I3A '^ RE• ARC-r+. '' +I* 4 � 18" H'O F� I $, «w a TOIv GFC�FidII�•I"I. ' " ' ° •� . ' . ",1 ,�a T z o ° ' I% J �5 GA 12'I yr&Rr, `.. j� _ ` ., G.o1uTP„�G1'oF� oPTlor.l , �p �"' I, �.b, , ,,., ,w LIME OF GRADE SEAM 1 Q �\ L „ '.�` r rl�„Y0 RL. ( I �c •4 c) .� I T 18~ AL.T, H K , .. . .; r /�ti �i� � TO F�C.�w htE I N F. .M u \\ �_ '• A . 3 w/2 - 5 G+� T oP I G 2�-O IN �° 2 4 1"II`' 1%.4 e. I, A6 S O I G -10 4 BDT RF, PLAI I ' a :Or b. ' FEE; tTL- R)a: PLA,44 ET4L. Deg.- W... L I T D. ST L," - STL. Ir3M.S. �E , ::� ',•r- Re:AA jr P - — 24"TOTAr.. 4 TYP % 12 rJTErcL COL.LJM N �`: ' y M'1"L.• C CC el) R E: PLAN R Ic� F'L.�►1�1 t• ,. :• V2� CAP �TYra \ 5T'L. r •r J5T'b• CFA E: Iy+TL, JOI:a'r ^� RE PL.p�h t r7LAly W/ z-yZ RE: Pt.A.h ...' )C-• P RAG11.1C� �� yC ANN'~ ICE; L , STS I N 2 f2 ` SWTTED Z_' ;. �o ,•.� �g ` 5�'t�F, H EIL P AhJ DG�OI�+ SLJ� � \ \ R� . PLAN e� �'�' art FIn�GF�i TIGr+T � WIrU7E.� ,�. •. : :'• ' :: I T e E 1l L. I)EA M M BMS, P�EYoIJD I I P7e: a Lam♦N = �x.l'.`�'Z'I�-+a �rL_, F♦.' ICI: N .5"% , BEAM RE PLAIN r■0. db L.., Iou PPO+;s-I- \ .. 4�,_ �x I5T"I Q JsT5, bT E -1 L. JVT1 , , r- \ I 'STL. ��^M5 .ice � • � °., I .G. �"R-• \ RE: PLAN (MX IST1 N4 5 L.r� REri PL�►h! I I `r+ P. /2 x I 1 K A5 K&n'D •: ++ \\ 1 I V � P V-'►T� r a I'.i ; r '+a f �r •�yJ`•"v,' i e r�•' a W�' �'�4,,'^` Imo•/4 I a L.'i`"".� ,r ` k"y {•''rd 'R ` (�A 4 X �� ycC�-�+ �h// ,4 t�2" � (�'C� °�. COL., tr P71 F'LA DECr»C I ►RI �2 i BE ! ' (T1'P,) X- DACE 5P 41Z LE"'VEL 1 TC LEVEL- 2 4- 1 4:- E50 I`T5 C-rY p FO I� To,s'I'L■ HAL1Ca I NC2 C■o N mot. 3/4" = I'-o SECTION oIV 3/4" _ !`- o �' SECTION 3/4" = I'-o SECT ION 3/4" = I`-o SECT ION 3/4" = I`-o ITSECTION 3 5 1 .F PLA Aj ,, �y � A ♦ *4&'. PL�N4 "..v f..rL L a IRM s7LANN I RED P�e�� s t,+ ,Z„ EXT. GONG. 'JLAI� �CNlG, 15 Ld.i�RE: Pi.Ah /2,* G, H ,:. F; PLAN STL, E5EAM RE: PL-kN ,A L 2), 2� '�/I Lo" °t'� I-i A.+-i D PEA•t � S � I L3" u tr l'�'�. � �/8 ST+F F, P LA-i'� y:�, �'-� L 1*''IAlL■ � � �- . '°•— � Gj � I�" Hol%�I� . � �/* , - --- , • -_ '" „ ' AT'AC H To Pion F• 9 LG1'7F .101ST, Krb.. PLAN ,I M L- DEC.K �E FP-)AMINCj, RE, 1151 I � � ft J L .,. +. 114 411 �% a' �. 1Co" A I co= I- � F�E� PLAN �TEELr JOI`�T � a' ` I�E� pLAl�,i I _�%zl' CAP PL, , .. . I I/V" CAP Q w/4 a/4"O a L 4 x 4 /4 w/ b/a•• -�boLT S 1�K PP.I�i D I D MTL... J ExP. CDOL-Tb e, Z-© ,--- ArI �/4 0 BOLTS IyS.F, LC)^ID STL. PIPE COL.-- • Rl: PAti RE PLJ".N L 4 .4 %4 ,4• C..PI`t —1 EA b SR PI-ATM . v y p CATWALK FRAMING SECTION AE ' EA'' h+c71'�: G,�.: p►�GH . �QI:� �.00:ATIO� Fob A,E I N F. "C" tom .: , RC: PLAh4 V..N 0 I ti �:��..It►�C� '�p�♦G.� A rtrO\t E ADD L. AI TAI LAb ISLG.CND 1~I*.vOR� ,0 e)L.W. FL,,E: -1/fig w•�`: SECTION 3/4" = !`-0 t SECTION 3/4"= i`-0 SECTION 3/4" = 1`-o SECTION 3/4" = !`-o SECTION 3/4" = !`-0 �� _V" l l �� 2 ''43,x' PLAN ; P I E' PL.AhI ___._-_�._- X ' 13FiAGE RI.' PLAN Town Development,unity KE -. �tE Lh►�e '� , PEE: PLAN LEVEL 2 - - -- COti�i, OF x-I �GINt.c3 :} w KO0I11' 15 bm_l, Plan Build Health Fire I/�" APpraved " 5TEI✓L I�LATIF. AZ ,e, 1 -0 �� Ri PLAN 4 Inc/ 'V-4 cp H-A-,.b. 4 I .� 1 Denied C3 ,�•, .�-J FLAT RGL7� �EAM� 4 -'4 5 WILLVAMbLE eA>�5 , I /4 x I WIC7ER THA,t1 M GO L . R E.C� D• W q RE s 1�LAN eXD L..T� f L J' u Cox to C-4A. ..- IL� � I 7—TI P I Validity of Permit . :Y o. RE PLAN " Sec. 303 (c) 9 U3C 3- % " 037{PF, P—.b EA, i ~ IaRAC.,E A i The issuance or granting of a permit or ao�.-off. '/z'♦ w/4 - • "mss �Ot-.T"b , .- C.Q N G. 'TCP P I N C.� I specifications shall no t be construed to b� a p�r't�7►i fut,,- I I ( ) STI.. M. A, PAN - - L.OGA-irl / !4" 604.�'S M . + TYP RE: PLAN SLAB W W•W.ir, bcwlr l I I , approval of, any violation of any of the provlslans of zhis'}code i o •4 ` or of any other sed upon lans,fshecficataonstland at ec�data Shall .;.. " �..,. a permit ba p p p I� C> c'. (yZ`" rc I WI 17Er4 THAhI �;, - «' �., .. -, P ". T- ' GCaL. x, A5• R-iEG�'D■ �. : '' MEAL D1=�.V�, r%'7i .� p Y I " not prevent the building official from thereafter requli�4 ttte 7 y4, ✓' _ 3 /4 W/ C. - .f/ " 13�L-T� _ correction f errors 1n said plans, specificatlo .and oth�► .`.� data" �I TS 4 +c 4 x FOE �1 i I-Q P� WALL. FROM r4 SLOT GOL-A:+ R&S D __- I' P.�a To cQ.co "r Ca @. 12 o o.c,. Fo k r�L.A•�'IE. 5'T Ir SL .Jo 15T I ° DATE: , • 4 E,ht• INT. FdGe- { t . E tV x - . ' ..: •.° .a, ;vTL• I I I�' I I • •' 4 � ,; rT a E, I _ i w 1* `1 it G~ O, G. HOW-,. I N7. _�� T, S, Cc7fr.`. RES F�L.AiV Rk wrdw«n�roonow0mus `f'RE• PLA�i i I I R 20/{j Co FOF� /4 p' �' 2 �vG-OTL.�illli A5 F�1:-G3`L7 �°" r'e'p"'"' I I I T f OTTbM STL, "kM-w RE{ PLAN '. . v�I ,T. 4� I //�� Fair, JPLIGI✓ 16TI.15 rEL I�E,AM Z._ SGr: IGa f+o� Ek.T SAGE F` E t I 4 14 TCTaL T�r'I? I S��TOTAL i�RAG q�p II Z / , LeVe6. 2 TO 3/� g` T�F. LEVEL. Fc, er � DOOR' SU PPOR7 8M5 r R E• PLA, L.Ev C L.. 'f h►OTE ='�.�K : . FOR M EM E5E-F, FoPiCEt) hGT'L % ROOF' FIiAW'Nu OMITTED FOR ' 12�R,AG�i7 F ♦'�".a PEE AD CLARITY, RE: 9 5 FDR ADD1TlON,4L o tioT� a 5{z� �. 7 GI-tee, N 12 SCO 'TOT NIA I AG is �i��+ IT OED L_A i, ^i'a $ / At,. u C�r� t �o G Y KGLK i N FORM ATI Chi, b�A�►►t. . . . , ,,l �, , SECTION 3/4"= 1'-o SECTION 3/4"= I '-0 SECTION 3/4"= I`-o SECTION 3/4"w C-0 SECTION 3/4"= 1'-'0 .-;cons"OlM arcr4lect, _ . 1 -ESTIN :�, T.4.STEEL .,W P;. "P. IF PL �X '5 STEEL. C00 L.UMN REs 5/57 FOR hl�CyITK��IAL I IN `Q, AT RGGF FiKAMtN(x I h,E: I�LAIV Zito R,E: PIp,N R,E . PLAIN I PHA' F;E: PLAN L 3%Z x 4 x I G-y4. ' GONG _ F L.00Fi ` , i'' ; ,: ;, y��, "'•. PLAN . 4 1 • • M r�, .t Y Y o' h Y.. ! °.�. ;� : .' - ., r -. - •+ -=-�• 't Ir E L +rev+ .J,"�T.S V.' .a�G �IV Co .0. `/L 4 x 4 o. '14- x. o- Ca jb�r x / .r •.:,•k ' F ""V,<µi N.., :a ti L me ' f KICK eR �Y w..D '� J�,�� F ►�E: LAt•. - `a `:' " i; T, STS, �/ i f T P Ft„',I�<:E 'Oi•~ 1R00� O' 4 /•4-1 JaCL.TSr Y r `w A'^ � �!7 3`Z 3 k COv T, POSE, PL-11bs.1 I ` iQ �tir 11 G-,EL1'1 rI�T5 T.5` 4 +� 4 n/4 Ha1+1GItiG C / I M vv COL. MEMBER FORCE SCHEDULE 1 2 3 FZ,� • PLA IV I/2 SIFT PLO+T� J /2 i£ 4. 44 as Iao�.T 5 i I , Q to Q-3 on 19 +80k -58 +100 8 TI N I S r . f �4 " l „ " �:'i, 17.6 to 20 on $ +40k -36 . +73 STaE:L. �� I►f` EACH 5+ D e . STEEL- 6"15 FOR DOOR :SUPF�RT s!� LOC^TIONS� 29.2 to 29.6 on S +40k -35 +73 Q• w : v W e. {y •fir ,, P'r' n n k'Ri f } + .� � �' """', � �•� � .z� �I iG 30 to 31 on 7 40k -35 73 1 rot"r♦,, ^1•}``a r - rYc•`'' 4�,° ;*h 'ie a P ,. Ir ' '*'T'. , e N.2 to N.G on 20.5 +„ -47 +95 JAII 23.8 to 26.1 on,M,4 - -168 ROOF +80 IL N to 0.3 on 32 - -68. ROOF +80 • • , r •:. SI NOTE: FORCES ARE REDUCED 113 FOR WIND LOADIN&. �3��','? :`; ; .:. �;: .,,-,; . ,: , • ;, + INDICATES TENSION INDICATES COMPRESSIO1 , ..: . i fm7a RE: 11/S6 FOR FURTHER INFORMATION. ..i.'N i?,.,�'�'" w `,r ',..{ �,,��,: h►:��..;�A, _�� ; ��. < � � �iM. t�GTi M .��A '�5+'''t,'r�,°q.7�+i ,'Rrt +a'�C�i°�, n'4•�.f' r'�,r.r%,. 3tlr.a a�'ww �"�1''��'+s`fi'3'yd=xLr �',,. , -o Jr7 _ ! -o 2 0 SECTION 3/4 SECTION 3/4 1 o o SECTION 3/4 SECTION 3/4 0T / y,� 7.JMee�' y'` +. 4 i.q. F �+ ,m±•rb r�' 4�S k e r rr ';' ,'A., .. 4 - „ Ir "'•'"' ' "'Ala ,.,'1' {I 7•f,,' ir'w�,:a^ ,' tw ,,r. , ' } c iy' ti;, : t , -rIP l2 Er: FLA N e- N STL. ,.}STS. ��: I''L�i�# METAL CMCk4 T,o, STEC" a : id r FtiE % PLAN ' T.Cr CCaIV C. 'SLrOF�CS ' 'r� 'm Rl I r7 PLA .` , 5TlSeL. I3EI�� -TO. STIrEL STl�CL. JC�IST5 TO. STEML ' PLAN �,E : PLAN PILAIv .} �!E �SiG: PLAN ' To.STL. � -'('S. D Ecr K �IJ hPa�" � �� ,�► ', L' L.A1•1 I T 5: C�L-U I—I N �-- _ P �/ /2 GA•t° �£ ;"_7 - P L-..b►N T'•�P EA END �7EEL i EAM 1/4.. RE: PLAN 4 -4 +t- 4j4 I•�I G K E i�. Y2 16M. EA1' G E3'-C ATTACH To 7,0. STL- 5 LoPr.S ,, ToP G-4OP?U OF .JST - J � G Et.I"l' J ! LIWEs OF- T. I 'S. C.I L. PA)Ir-. PLA IV F•1 E , F'LA f� : , � W/4 - v 4�, I PULL � I J • la N /z cau sSEr It ibO 5 I c oo II sl+o G ►M IsEI�Ow `:<� •,..,�'::.,�� '" f iP L"s'�I�F I I \� V4, . :• ,r.w•"„�;.;�;E, ,rR+r SECTION A-A F111I PLp.IV SECTION . 3/4" = 1 ` - 0 SECTION 3/4" = i ` - o SECTION 3/4" = i` - o SECTION 3/4 - 0 SECTION 3/4" = 1 ' - o 1 5T E E L. T,4D `,L�+15 go L,OPC� Jots-T F,II ; PLA t FEE: PL�.N T,5 , 2%z >� �,%z /�co g�� PLAN sTE�L R,j5T5. F;C PLAN ' ,�. K F +►L� `I'P I"?-- i Z (T ) , TG �jTL• M T L ❑ G FLAT' t�I�MCR i�M. V .T6e �,E: PLAN PRS: PL,AIU DEGIdN pPoG.T L 4 -x- 4 x '/4 y F� I PLATE -gi p. ST�f;+... t � betiT ft \N /-4 F ILrLET ��,� STEEL JsT. w/ WELD A.L.L_ AF�-�OU+%I D G7. STEEL / • a I:i�. ptal•; I � � �..i.h EEL. i3tAl�Ii3 FiE' PL.�iy F�E. PLAIN a �.I + SLOPING l7o F•M , 15'. �'L .ht I '571515L EA NII �> P LA Iii SECTION A-A / / I ��. LAN tD7&e'L 15>=.AM �. �',Sr COL, w 2 CAS � P 13M F� PL-+�I� I/4 �E l / 3/4''� eaLT� I - �E' PLAN rFr ti ` ovEhySI�E ICo-C�A+TpaA;`rK TYP. EA, END � � 5L0 PI N CA e�EA M I� db BAR" C.C7N IV '+Cl�Ohi I - �L .•r0�1 A �'`- ICa c2A" C I Ga c"G. /4 KIC4 EP, �T l�l. PJEr�=�M�' I ' F.b►I�P�IC�►TC R, �,¢.. .�T I F F. f' I�.T� W/ 05L, Z'1�.K A`T 7t)P 'A.TTAGH 'TO P-tE; F+L.AIIII L I' TO A.LLA W Fop, I" 'Ye^T, TOP C F-IGFZD c=F JST � PA N E LI- APT A I! A T I, oI F-r=, FLAN 9, H ' �"�: t�•�OO i= V�G K I/2'` ICE 1�'i' I°I`.AT E• ' ' }�' � r;��;� OM I T-rT-_0 FDa 1 �3 GAR I T4 , `` '-o " o 3/4 1 SECTION 3/4 i � ' - o - � � =SECTION o o S ECTION 3/4 SECTI ©N 3/4 SE TION 3/4 = E . � . A. -r O. 5T EEL � � ,. Town of Vall Community l r-4 fai : f=,LA T �, C.�.i-� x G0�1T Development "r 0, t;`t' I -�° FOB D EG K SUFF�k�"r Health Fire 5'TE eL J5T'�. Ibt�N D P#all Build ~ PLAN Z M r F,E: P L..A►1�l Approved >�tAmc- '-1 "' CLIP PLATES E. 5, I E P PL..AN Z.-- L-a T OR �T t� 1=L T O L x x /4 ❑e oLN G. D enied FE PLAti C. Pi.-AN T. �. x+4�x g W/ STEi�u.. OG�Mc1=� -e-��-�- ✓#� I IJbTS T�EL• K�F'�L41J CANT. IrFrly, � EA.END � '''I �S. P L ►IN s„, -�°`� /4 Sec. 303ltc 1989rU Permit (c) ��. � b� — _� ..L. R MEE IFLAI I _ rantln of a permit oa'approval'of,r,l ' '+d' - - D _ K I Z TYP. I '�-T EI L1 F3 IE42 15 The ssuance or g 9 s ecifications shall not be construed to be a pe,rmj�col +� �� • I� AT ALL COKWEWIS I �' - CEtiTF�olQ/��i3 OF MBMi, I I approval of, any violation of any of the provisions of ti3cs u+�+�>' +' 1 I I '/z" i5ASE e 4 CAP ' VARIES or,of any other ordinance of the jurisdicatanc Tt�e,�ssuan�o I r F, I /4 , 3 T,5• �jTv p :01.., PER M I a permit based upon plans,'specifications and.other data steel, ,. 1 not prevent the building official from thereafter-rp qu,iIg titre .' fir, ' 'r-1 4x4,x�/8 (!� 5- . P��; pL.4,.1� SIZts, Fa,GG�H, ..rRU�S correction of errors in plans, speclfications ',z�nd I Z E-A- C-1- IEY ham' PLAN J / �` data." , I • II�I:N, ,. AAA, �r k a'tW I � DATE; " 1 1 a?fh 3:C7. fit'I� L. P L..?►N /Z" �AS� �. F Pt,�A1�► — �LOI=�I I�,LG'� �J�AM _ - a.R`rso�ad►I! ,v.x►:, off'Mew T{O. L! I GENT F RAI��I t. f I�cr.�rawwtrla�►.ue . �y`,,r� ,� { `�� P?E. Pl�+ty '��"�'�" �• ,, � �.� �"�'; xCOIvT, Ao�hC I ��^ %2" LASE `^i/4 - ►`� Eo�T+s 2- V8" STI�'�' PLAN + �11a �3,l"u ' � `• y ,.°; �` '�,' Iq -4 1L CAR rL W/4 ` A�a`y�i�' �1�I�1 ' a'• t• • tit' ° ,', �.r� 'T'*' Y' .• �3T�+�.Lr ��I�� k G'Z�.i F�Li�.N �.01—T�.7 ►� ��`y�i.ZJ rfK�:� . '• :. '" t:° } '•Y "�`'°w�, ><8 Vs- �T 4- I QO LTS � I �Ehd1' f� . I/,`Rr. (aEn;T SEAT w/ I '` �U�,� •�, ,..r- Eq I?Gi:�F R■1 T RE f�LAN r++Y"+ , I Gt / _ I I /¢ I I Td 5' CO L. W I , +• r.N�' � ti` s h 'Y � F�EINF 11C Tr 5.G N R�, PLAN 1-#A t-4 CA NGG ?NN -A- L JLJL L.�... L�+►Tr t'�NI. I61�tG►, J Q E; PLAN YI ID -r-rF, (4 pp-K r4,0'rE ; Fps G.4' -rFwL. 5 Dl,,o1.�rR+*.M NOTis� ;k ++`y � ,� >•x;. CHIMNEY) ATTACh _.�.f" �j• C.OL• RE' I�L.A+I�.L P�OF� F3RAR�.+NG� OF 71�0SS TOP ZH4 D y 1 TO YKAIr. CHOW= or J016T, oilwamirvi+GdWNW 41810fllappaIMMIG1Alw"A SECTION 3/4"= l `- o SECTION 3/4" =- I'� 0 SECTIOR� 3/4 l ' - o SECTION 3/4 " = 1 ` - o SECTION 3/4 " �`-o °" '` ``$"°'' '""` ' °"°' '°'" " � R,- G'0f16.1S1 OR aft - w ;�• +'! k� ,ta.. 11^t rH "� 1 ,._ ,..+.-._ 1- 1 } 4 .q p ;' t k..�.',yJ 'rte• A :,i rESTI I �` �TF--ES L- JQ+t) 1 ►'y � ,, '"1'p"' M -S'�!;" '* r x,";el�y FS �f., i c 9 ST eEL JST. W/E-i'• ,IBC: FLAN _ T, C�,e.ON G. SLQNES -•. .. , J �� te0 bf� � .may Fri d�R b GHOP,D SEAFI,INC� ... . , �•'. ,�`L•- .. - i F,E: Pri.,�.l��.'" FOR P,E• PLAI\i ASE 1 . . � � k�,�a. ��„ I LA+mil �, I '�►t.w C 1�� i F �1 ,��'r��' O.i�"''0!t { r, it r `A�4 I�',J l/2 GAP PLATS •' � ,,. IuI' ►r/�....M../� I -.-.,�. ..�....+..•w�....-.•--r�rw.,` �,��i n i` Z �6 v,��. '1r'r}�'iJ �� r N" "t 7JPF'O1=tiT , �SUI�PL`Y EST iCv C . 2, i.r q' i{% fi'. / F'L-+NT E E—INIO [l�l . C I�T`j _ �oLLiING POOK 3VPP4- I - +«. 1� DES PT� �if� r '. w' �''R:+'�r +r M / I Sly / )� • • rp ;l' I'. 'gh`a4� °e ''!R,',SA�y �l i�R f is A1•;f • � a +�''. --�� - VAIL� CO, FyE I°LAI�+ ,. y �\ 11 '•1 P 1 „fuR r r.';ai� i i?' % 17r,'"Y.Yr,.dh, '.'k ir.c,:, A!,!'"..M` y, ••°��.�V� r' M Ste �•}�� J".5 ��3" L7 E N7 F'LA`T'� � � � �� `, k'", :� 7��.� +a'A��,,�., ,� � _t r •'� r } ** F i.«�,�.p I•�`�� '� �. � I � �I �I-a C•A l�i G O IAN. �j Z� .may },.� �� "� .� � ,t '�. ' � � W�—Q a.h'� ,Y,wt'•:4+.�.?�@s':c'� ., � #�%7��I..4RY , L4' .�', ", ,� {' �A L 3 w S x DA FC+CKE,K AT '/$ ?T5. I J° —-- I•••�� Fi�l+'�FT+, (T"rP.� TO Ic' �� A►TTA�H TC err C&L. 10 TC 1 \i/{./W W�It>T STTi.R... Rd*-NE�L PT. 1 ll�../ l��N T• 4e tL :y=F �i trtryy 1111�,C„�iP{ r yR'a \ OJT�,.r+'�.•tir V , tq' �w F,n f �'*e4.1. ^1. r„ya'M+w,�, ,k�, q,,1 M1A t T IJ r- - Iv 5. GO Lr %4" x CDh1iT F�, PEE: PLAN. � �►� I�t..�Al _ ,#(R AT S+M , 5sGT Fr.I, ONSET + '�' '.rl'.R $etr• 7Cyr..� .zr}:*�`': ,.r+, Ti } p ?-'.1 M i + 1 1 1r s�r;il A' q 10 r •, I :4 s '�' R7`T.r Y�,nI _ ,,ir 1',.r1 't'�, ..•r ^., -,w h�F�� 'h4 y t".ry, 1�S n4y!w+� .,^�' " Y - y '"' '�4 +"7Fti s •' "✓ •y'iF;W, n•� P,y+'¢ N5iily�•' ZC l � 0 " _ � - o 3/4 _ � `- o SECTION 314SEC TI ON 3/4 = 1 - o SECTION 3/4 � - o 1 2 SECTION 3/4 L SECTION ;�ri ,��'�,ih.'�'9IaOj`�9,y,,:fe �" ' ,,,1•, ,�'�;r�yd Ar�m��'"��'�: .:d�� a'Rfpp,�x ' t>i,,, ,: r r',� w. , �±;a'`, {Y'*.{� ,.? ,'pr., a r .�, w•�<�„ ;�RR.',a+ +� � �1y, �M� „ t; +k '. •i ��y,•:, .W �. R''d RSi,'•.'p 4Y� 6 i . �C t :•i ,� A.�'S � i,n '', 4� L <"pJi1'�, S^sl,w:^�.?k7d7f ?`�f 'J " Y'^� • }.t _ `'}'9 ,y �R• U M (P) ! o . ELECTRICAL a STAIR i- I I h]A�4 �i .b► � _� p � ,141NCT14h� IbP�( I ' 1 V 1r,,ALL l✓�C.1.f"T_6_0 I � 'ti'�1`�.•l.. �.4 fJ 41 f`i��"� - � l..�V�I �G�"�'!►,C.l � IM M J i ! c= L + - MIEN d STAIR 40.1 { ti;lcaeo pNrc�M� iy DISH%ASHING �� (4�6,:�,w 4 r I MECH NO.2 � _ 1 w. ___._ -_ �� _-- ---� f + '� � • L -----1 t,4 47T-ff MEE NO RM. 4 I _ V"" � �t 1 .: .1ti tA1� 1n/� L /`ari�•i�� !-fUt7 �i.l►aL� ; ' �," A+'�l� H Pp"UNCT�'O�t ! 4 J it-4 PPKdcl 0.4A,>14 Nh-1T • 1/�t.i.. A+.r1Ol:!fit I�r1,. 6,4 4"` ,4►T° TTY i l tVINQ i M E _ - ,b, ,F Pot-2&: t<x�rblt;� Torn Development { , ! 1~ 1i - �' l , I. is •.i 'y c., 4 C r �..A4VT-> i DISH-IP Lai Pfan Build Health Fire I + 1T`� r ;Fi V: +1;�•-•x w f ��1 +-. `ter # U �,--' MEETING ISM- 3 i, 7 Approved t .�Y►'ti��T' 'TYZ�� f�t►�C`l' -- - --- �i � {�' :' p �;,1� ,4*-aC1 H>��L �'OIt+T �i ►Z„��,y,�t, Denied ❑ ❑ r� C l �} . it � rc.o+�r Validity of Perm; �Fi. c:,rtirlTb►"`�,/,...1,rt�A`! �4"" a� Sec. 303 f�'? 190 lJ The Issuance or granting of a perrii} -t: , ,r:cM of specifications shall not be construed to bc: a perrrr T-" �," approval of, any violation of any of the provisions c ,air c��a_ f ' � or of any other ordinance of the yurisdication. fihe issuarec .f M F f ,� +� r{T ,�,�,�_ ,r4+,. ,1 +� �"' l'?,�" a permit based upon plans, specifications and other data shall prL'!i not prevent the 'building otficial from thereafter requiring the corr66tion of errors in sa' plans, specifications and other' MEE ING RM. r t RETAIL { _-- f MEETI Rk I ■ i Imo_ i SCENRRIO SYSTEMS ° -- SCENARIO SYSTEMS INN1. IT _�_ __ � — ._ __ - � � j -� 1601-A 23rd STN£E'`I' , STAIR 3 M t_ l ,' l - --- n ._ I �1 � ---- --v- ICS€N`�ER, CO $13216 (303) 294-4388 r�,C f'-7 l h 1 A7�1wrgS dfwS w+lll'R`a1R �?dOi7",M'rtti Mr9s�cM3Lfv9 the dgind;inrj„ WbeSlheO wo' �r„i G L�CT c345 1 0�trw atc-ary arc me same may•Koi oe Q+owaiea Use[1 d c1134-k-�sfw:wvM01 IhP rrFnt., �- Me err.Nlet:t i I t + l - ! 4-70 J WESTIN S PLAZA BU I N PHASE : 11 A CoLor IL RADO t S t I A SOUK LEVY,.. P I%1 � P� �,. T9-M LAYOUT ----- - -- F1 T FLOOR P LAN#,. 5_1 L4.Yk:::Mr T=144!�T f=LOCK i0LAH scale: as shown t . . � . '.MQVEMIWR 6, 1987 ELI 0 r SS - 1 • r ��. I � :' ., '. is i' .,, • „ � � � � , r , r r , , 4 r' , r MORN Y ECLETRICAL TAANSFORMFER - � , , • . . , . ' , 1. � . � � ' r � . ; .' i 1 ` � .., �; .. 1 y r, � � S,. 1, � . � 1 • � � � � � • r' }' r r x " =�u !�_1�'i . � 4 r S r k :<•, y r a k 1 AREA dip i I` . f f} " : , : ff , L nil �I r L u.: �1,Yy tt�� rr �• -'•.rwr '�y..`!"""'!,wwnr., �+«.Ir.'�II """.'w�•.•"y •�""'"w,, �:•.w'"4.1i•r,":,..i:'., ,.;�...,.w,,: :""'K::.j•OC"'��'..,".:'r r7�'w:.....i,...r:."":w;...::"� w"w,,,,,y.;�,••�ir•,1.T+•"2::r.rw pp ,,. 'S' ',rr 11i 7� I = + TI I` at 1ri 4 L . +xo Of Vail.Community. .. F '3OU'Ti{ Ya,. :nevela meat I I} P PRILC'Tt. hi - • PREFUNCTiC�l BuUd Health :-Fire ECEP Plan . r q� 1 k,/ l - f A roved �' � -' � l•.+,-_._�W--O�� '1 � x � 1, . � � � � � .,. ., '' , �� S,h . Denied 1 1` r i • 10 Wall o cl 4, .. dity f Permkt k Sec:.3113' 84 4 � '' f,a ermit or dp,�rov�4 . � _ � �. � c�z�•►3',C�1A,'��}+G The �issuanc� or granting D P specifications shall'not be construed to be;;awr��;i.w,f, pproval'af", any.violatian af',any°of the provisu,i�s.'uS -,...�._,_�.�.... _..� ._.... ---.�—_-._._r...... ...._.�,._ .� ._..... .. _._.. .�. �..�_,.. or of other ordinance of the jk�ris�dication �he issuararr� of l ns s ecitiratians,,and gthec'data'snail t s: ermlt"based.uPc p a P ' 3 tter''r ! ea. , m�•ther �9... t' ial'fi 0 'the bu.l ldin :t nt 9. rave not ti s;,..�,,'otho `in P. ciflca O.n .t, traction errors, data. I' DATE, Y. 00 Ill 11 C. 7 OF- r ' GSA► ��1i' G � A W C, i1 V' 2 Y t L, De t' :30' ) PRUMMON + AN W*W~aSM1"Iti�f►>[Id1E1'ww4v 19pn411pS1rn WiJ5l,1We�#Nr~a4 oft gI+QMiiili0+volk r 1 of Wo ttrc?jdgm X14 the(f1i1r1N may n .Aw Au0MC8tw 66W w umall w Comm"6),U"afCP41WA2 _ ., � � ��•='r' :.��r� r !d M �}Ifs"� `li *3��?,i�� , � , hr T [ i yMMIAA iV' SO a pip �„ d YY�•,} 'T �'*1�kkrfr'A,�j�7�•k 11,,�'"4 r.,�"^r .: .. � r ' 1 ' � .. ? y R' }' �": �r�'$�'�YW.0•1'1Cµx "' A "Vi: +"., � 1 [b....r3, .6• ,^r,:' (�, .,.�,�§ i!1` '�C "��'%F9.:Rr'".i�.� ' 'Jk;,r''� , ' � � � .. � � yN'e, n `'�y wi•tyl�yl�,r•..rr' r��r, r* ; {fir' u � � � � '„ � .' � ,=vr'•, " ,. . .",r'+�'�r'G��'^ s'.+lrt':.'•''.�`�' ,gg+U4+11k-j.4.�5'I,It'Xt'.S,�M. ' th4 ' .r, 1 �. J ^•t'i„ '^"' 'h 7'iy F9'Y` .,1� '� :1W.�"hl .�': v ',*•r r i� w i !` N " t , r, 1 'R1 4F'9f n war ELECTRICAL 1 r :'ice. � .`rn( �• : , : , , y , r hr , , M I J ..... +...r....w.. rJ II .'rnM^n.. J i yr -MEN 'fAEFt i0, `t W 9• r i 11 +� r � G I Gr �EI}fir ►� C. .. ," s A f r � o i 4 VLV s 2 O i i M4 : L', . ' f:, .. � �, `;.TMe'1�^fa�N. �� 1 i4 r � � � � � � , 7Ir .r l',a�`�•'',, iy' can I Sim& o' LI)G I r7 FT T • � � � � � � I � � I � � � , .Its o a o a , � .w��..:r.••r.�• .,.i: �rr'C•—•'�,,,,,,.r,,,.,,,"r w,;.,,,,�.{, Z � rr, r p, '1.:+ ; y�;I� rr."lyr O O .O q. 1 T I 1 Town of-Vall Community r ' , PRU. RBrt. i Development' • t o o }II �� ; Plan Build Health fire'" a ;N..: f i Approved ❑ �- , ' ',.y,'.1 ° � Denied� ❑ ❑ � {'' y"' x ,•�.M .:<.��; 0' � lug Cw . . I " '; • t �.�, ,w.w�;, 1 Validity 41 I`�'� I _ ._...—.•.,:-- '-._=._ --�� l #� , , Sec..303 (c) 19, : F Q o . q o The ftuance or granting of a perni, specifications shall not be construed to ,�. •;, � rt>= �f .�"� approval of, any violation of any of. ahe pi'a.• , +' ,, } , :� �,";.r • j— I ' o l l a or of any other ordinance of'the jurisd[catioa T��V`rl r a permit based upon plans,, specifications and�'otllEr'4.r �' =:,�h �I.'w t J' •� , I i no prevent the p 1�' g. a rfltii l; e e quil to offici i;,f` qi►r; a.� { � % ,t • data.correction errors in' -said 's eccatlgns�J•al, r : � t �. o ' ` {• I r , t F .,' •III �!• 'r�' 1 II{ 1 111 O D. G 1Ag'1l , � #'' 1' ,...,..�., ._... _..... „�:�"`:�•..`�"" 'r..-.+.rte-:.:r.: I `£' � ,' ,. ,' "a�{•�"�.� ��"ti, .,` O q O Q , REWL1 C' I + 'I k � � � � ! � ' }sit�d�ji�F +.�e�}k„ •r `''4,+,.,��'.� o I I + •, ; 4 M 4 '�" I � � ,s' �;• / /y r. ,, ,fir .��• 1 • `i I i I 5,. 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O' r S ir i F ~fl t I ,v ' r • ,. it �at 9errnit r Sec. 303 c 1987St3.B:G. royal t?f : : 1:, a a permit ar. a �[ , in of ' . rant , The issuance ar:g 9 P � ,[ speciticatiar�s shall not.�e'construed ta�bc:a'p . - Ci � 'a ravai of any violation �at'any af'the pravjsia �� ,,�'`�t •�,'- �y the. of 'ur.isdicat ordi ante n other 0 , �r ��.►� � a ot• of any ► , -t f fl is ' 1 . specifications and ache � 'ticatlo plans,s eci. • , . . L- 't base u n p ermj d P Y .•a pQ ' , ., ,. m ther, �, Q # ildin o'tticiai .tro setter , n the bu not rave t 9 F .: eciticatlon` -�1 a.+�rw.',' .' plans,-'s i a a � • 1 rr�rs . . a .. correction of COrrec , } .. i r 44 S d to .J' } 1 S w , .. S •� .r YA 1 , , k d „ , O -- gt sic ' d 1' , '�� F i4 i � .,.,y..,..r�.�—.�.•,. �— v ` Y',�,. �} ,>�, �,,,1p: %f "qy,.aa•�.�,.. !/, . I � � T$ 1' � � !' . � � � �, y,� ', •y�i�IT�1i�� mq �, 'l r••�f'} 1•, 1 0 0 0 0 0 0 0 0 0. 1 i 0 o o { Via; j 0 Q O 0 O 10 ! O O C? o O Q CI)'C /4 K . .. +W*awwAlb Ytd B!1''ttW7�r '►IN>PM!lblt'i!lIUM111pt Pf1C 'rl,•e 1 �h: "r S r7 $ . alfth6.�relb+ect u+e: a im u orl�+R�^ anaMWrIh44 '�'n IFiIQ!R' Y t10 duq+w�AE Pig 941C10ePd MrtiUlgll. :. •w , .' , ��4,t/,� �, , � ` 1 � �LOItS6r11•DI''eftB il�kipCi .+� � '�i��' "'{� CL 'o 0 fl V' a� o n O v S' , W-EST'M' ; a w t rF 1 r1: `k . . •��r•r', r:'inn f� l,'''� • J ' I � � ,� � .' � - �� 'tn ,' . . c ;•t r ;y .r�'7� 5' i.'s K � .,r��1;,.�•r "! ?4y .. + �� r � � � .' � �� •. C .'''�,',�,', r,' ,ri;��• � �'" r`w•,` ki�l.' �j�dr �'i�*{� .. , tA• ac 'Z':'Z�• .,.1.1' .�i il. '�N� , 1 lei u,. s � � i• � � ._..,.. --- - --- - -- .. .: � � � c r. �i'rati c p� u•+�KF' ,la•„' I ”. � � ;' - .. � .. , � .. .4l" w k'R!tr• f 144,, .A �' � �'�• i f �• � • f i y� .,< t' I�.er��f�„r�#,y5�7•'v�{,lyy-'•�., ►�R4,�� 1 ,'� � � � � � ,'�, r •,.r nor Y•.i[t �a •,� �',', QT OVE �qI' , ry. •� � ' � , r� � � � � � '' � -. r i w ,i L�,i ?,' •'4��Y'+4" {A,�, !''�� . I1I 'r � � �T � � � � � � � �. .. r `�,.., • }r' 'i',yr � �;'ten'.•'' C,{',vF t•, ' �r.', � � :,, ,. s ,. , •tf,1p:�II%'MM1I.:V.�'IJ*�.•`�. i,�,.��.' .. ,1 r ;I�J , rt'1• r .. ... .r. r , e • v .. � '� ,., .. '. ,. a '':1 !' � , r'k f . r, r ; � _ � �� ,,,^_.._„\ .,,` ,•-....,,� {�yf HW '..y,';' �, .. {�,...-„�� :.•. ��....� �� .� -•-,.,� f �•^�.w f/ ' >�� y• � � 3'{ �1 W� � � w ` ' \\1 T 1\ i f i .. �.. 7 ) `� `'` t{r-Y I: �WiWdp' jw PLAZA , , 1 i 17 I � ' � J � ' � { ,. I �• .. ' � 1 I k � 11 -r -supvL .. QLK- hli�� Rd11 , ( � lryl�'��rZTIyNTj TY,p ' ND i7UGT �'gICE-OFF. SiEE jj 'DETAIL 'N 54�EET M.5.1 "�`rP � ' I I2 „ L..rl • • � I ill.... L. r. ,, , • r - .. ("3 �'•. + ' y i I l !.€ { I f� ,*y � Y 4 S. •1 �'t5S/� L *' . ,. t— \ / .-.--+rr __�,—...-.-w...w„- _ ............. ...+w....1,r......._ _.i.�....._...-.�� .rkr w�w, ..r...... - ...._.--`-�..-_...._.......,.............__.,��. ,........._ ......._._,.._...__.,......YJ 1-�-..�_..,......,..,..........._,_.._... •—•'^'��- ..,-__.,i..,.... -.- _ -1,.__. ..,..,.. f � y[ _ , —....... __—...... 1 410 ,,(r$ f - 1,, 'IA111111�1!I.1•••1 .,,�„ ., I° ..,,r_ _,...,._,. _..••.J� i .. I I I .-^t•` .✓� '9•d o • + �.> � '�1 1 � i NAB Q r v1 of., . �:' oaiq► �� I I � In �' I I ., ! i i 1 ., ��rf/• �@ IF r � .$A, 2 .� �Y f • -�. �fi V'•UIP � 4 I - " 2 W lltia r � Fn� �, � II . l�lnl•. i PJf81d i 1 l : • G ,t L . „. ,. .,, ..•. — —�j ��.�_ �,. ,,....:.,._ � _1.__...�••.———tit --` M ,r 6ol+c'S1r!9Q Artor •ado 8r �Cnkr fi�R' r i 1 t �aarr� r r I CO� r' I , I 1 i l 1• k!SIP VIA " _�.,'. •% I �M' 4 r 1 „ .. ..�...... T"^ ��oI r 1 , T �. •�'' 1� �' ._..Y � � � r , ' � '�"'P'"6"k�'+�►'�0.�y" R� � �' �w. 9'1L�i,�J P9eYer�.r•,< .:,y �. arll/ •Icy ^,� tic/ � E ,�`t;• .,,: ' ;, �: � .. I .ur'•`i'a i ,' {1 'lI +.C��:A�� .LI��•IA�D�1,��3�- '��f;$ :�. • �I I 'JM111Mk1.MM^zM'gPx ;L ',OYI�Irt:��,k,Flw7"'y'�^.:r''- ., yA�11 VV � I I 1 ,he'., .,. .. „'•C1noMfF' 4,M:. d�•�:R.':a�:6sk- -.R'.'Fi_.. '•^e�: ._k , ' i � „'" ./ �. 1 1..-- .......,.._ —r,r,•. r,r••,__ n.,,,,,,.•_ ,r......... w.....,.i ^_,n. rrrr,r, .r_— _•__ _�._ •-..... i, •e r' yyi,,L", 129 1 ...�,,...._w.__.._ .... _� •_+.-M-. _r._ w` iw...:•t'_ ^Iri„•�n�.r._.. ...._ �I.L��„ ..........._. _— .. I_ _ - I i ' p , , , SECTION ., :' Y ! • I ,., , 1 .. �, � .�: :1c1.ap' ♦� ' � NO S GALE... .� . . ;OA_W 1 r • E r j { • �/z. Lii9 - � f I i� G Ot1NT !N D III r. ; EE i I up ilp � ,� i I t 4 8" D w'1'Ar V 11P u �. , u�-rv.,LAW - o p E:IF- g z N I I 0uTa 3�` ` HWp Iz TO F.�. IN THIS AREA. I I ,� 4 ! rrxa ,. sit 3' (2C.8•' . '19(16 •s�•F.gv�s.W> e h � GGO t�.Dt►. �rE1/A�TI OI.I • ^� '. I' .. � FD�.r,'WI AST � VF�IT �'Ip1�G . ol� ��. �- vr�gyp � ; � � . + , . ., ..-.� l >� a - �=I f I � ��vl�. � � Al � •, 2 6 E tZse.-C.PIr FM L 25 , I' i ^(,fir;' w 1fo -Jr'U?. ♦i x"15,1. •--rt-- ; gy1'�Dil.i.�q u ('LAVA : I Lj ' I. z,�G414 Ip.TO Ft.o. �I II iaclSTluc, s�I?�+c�- . .. i! ^ • ' �� : .. �{ 7v1.,A� Z" la L::IP`Tp F•a � � � ; I To �scl� • .. ' �' tin . .. f�lall�l t IC 1 1 Ml % , . 11P:7D..� ?r° 1c.1 <Sp { fir. � f' rZ yTo 111.V UP j I zil W UP TO F5. . - 1 Z � V Td •� I�Z" 4;l 'r0 'S1 I-II� �' � I N 11 Z Q, W UP TD .FG. I � I >L i r• • y I a 77777 x, r P p: r F 0' SI' p �i Z^ IJ u� Tom" r � , J r12"•V l� . .-._ Gol.•I'I' •*.. :, ;; r i , , : : GENERAL NOTES ^ ., „ :, - • :. - -': ::: . ; ' .• �. �Offset i} in ductwork etc,. as ,.'� � " - i° i�y+� � ,. � necessary to accommodate structure. I' r •� :. ` .. .r;.':. j I beams, columns and existing equipment. • v' 1,: ( , 2. 'A11 existing support rods and straps now pipes ng, a r ub i r; ,+ s rt i duct i t' , ° # el.ectricdl conduit, etc. that are rernnved to allow .room for installation o new equipment 'r r l al t shall reinstalled. , indicates point of new connection. - -� ...: �' ' o Field verify location. of all existing �. '�' i •'' �.r r0.�!+i ,� All orawiNs 81nt5 w(114en MWlr$rld+tWDed,ft hwein w t�blulB Ir'IP,cMlpindr.111(51lnuutslihe wf,I r �. piping, e9t.tipin>*rit, dt.tc Work, etc. nttt,ell r�ti:ra'Innnmr5rl:»r*raylw�iSenuAllcalea usrda'nr,rlo,;�'wlrn{x.ttne�+:+'r,"�. • �. ronypnt ul;nr,+arrnrler.l.: . ' � kefer to archi tectunal drawings fcrr •` � . � :. �" �?'. I.1� � _........ ,_...._, .�.._ _,r..... ._,.� � �.. _.._._. ...._._ ..�. ....�. _.—. .�.� _..,._... ,_,..�.'._..._ _...._ ..—.. ,.._.... ....._ dimensions, 41. Coordinate architectural', structural , vES-r N >� mechanical., electraca] and interior � PLAZA BUILQI : j j equipmentetc�gpriorptoiinstallat'ionrka ' : ' �©und - ducts fro box outl @ts o 1 �� r �. • rectangular ducts on open end boxes, diffusers are to be of si.e shown on, ' • drawings. Provide, incl°eas @rs or reducers L • as required to connect round ducts to 1 diffusers and box outlets. All Y. AIL$.. �!PP1•.ications have b f't. of low pressure �` , Got -r«I.- round flex duct from rect•an•�, ular duct to diffuser. Found 'A r' ducts to box inlets are to be of size , shown on drawings. Provide 'increasers or .` - reducers as required to connect ducts to , - box inlets. Provide a minimum of• 4 • duct r ., .. diameters (based on box inlet size) of a bo in1 t. straight • rigid duct t x e This ti straight duct is to be the same _ �nl'et sip see specifications) " G, � 4 dt '1 box , ' o ROUND FLOOR MECHANICAL PLAN - Mount thermostats at 5 ' � A.F F. . , .• 1_ , .,'.' -� � •� y,, ,• fit : 1 :1. w✓.' a y ",YJ „ �-I •.T .I. v ... «• :...r �,r 1. . I .` r •,. s 4 'C. .'ti„ p .'�' � ',�, ,.r : _�. , .., S, ,...• r _. � I. . . 1. ., :r vi,'_ w:r•,-+•_fJ•l. �r , .. „ .., , , „ >. ..,. ., •, " ,. ., :1, .h'T ,' ,Z. i1:1-1' iH•• dA,ki'."�.. .G' , , a , , .. .. ,, ,', .... ... 1 w. ,,.., ; , .. ., . . rr K '. ...�f, '�' ..,... .�. ._v`iv::�'w..•Lti1',[.. ,,•, r..."'M�`.v.,., -.,.. .>ss.l 3,.,.. . ,.'art.. ,>k.'. �', - it, N, I I . , ... .."" ... " .- .. - �. . .��. I.;.. ., " % ... .. . . - . , I I ., -�,,, .i� " .. . .. . .. 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T h " , � ,� � / � � � �;,� � � � �,,,_-',� -"`� �•� '�� ```•�..•� � �"'�'--� � SF'L 7= NOISE THROUGH THE 'SEAL`l - z ' , - - - __.. _ _...._'_. --_ _ ► i ,,' � �� T+� •.,y _ .^. ..�. . � ........,;_ �.: ..�;._ _..-_-�r_�.. _�r..._ :..,.�..,_......-..,.. .,_..._.._.......+.._ . . _�_.. �..;_•,,.. _ - -.�•••••• ,. ,,�+- �•- -r-•, I i AND VIBRATION ' �, qA}} a a ^z T,�•,. ^+t• � +ra __' I� � �'�./,��d,�r�fy�,^` � - � ti �/! "�, '`r '.1 �*` ti S ,!"r"•f' I ; i r O*.• I I I VIBR ATTOV TO THE STRUCTURE. THE SEAL SHALL`CONS IST Q F OR THICKER -�kOPRL N E SPOTWO Y E HALVES WITH 3/4 NGE BONDED ,. . ,r r 1 5 TO THE INNER FACES. THE DESIGN SHALL INCLUDE -- SOLTINC' ARRANGEMENT T❑ FIX THE SEAL AROUND THE PIPE AND E.L"IMINATE?„ CLEARANCE BETWEEN THE INNER SPONGE FACE AND THE PIPING. : � ' , 4",,. Y r 1i 11 , ""' :� °f „ MINERAL WOOL CAN THEN BE PACKED AROUND THE SEAL 1'0 MAKE IT' 4. ' ' y I I` I . I �' I I ; INTEGRAL WITH THE FLOOR, WALL OR CONSTRUCTION OF THE' BUILDING MEM'� l3. SEALS SHALL NORMALLY PROJECT A MINIMUM-OF 1 " PAST EITHER FACE THE WALL AND LENGTHS -` CAN _BE MANUFAG ' � �� A ,,3 'i, �- ,{ ,j � �., .1• �r I � �' ., ..., ,'I . . � , . i (, � �. !3 I { � � I 1 # ; f 1 , S EALS SHALL FC EQUAL TO M ASO N TYPE S WS.TUBED AS RL tLI RED. p 1 ,, 's ..,, .4 .:n , , ••,. II I ,� , , 1" .. i ;� r , I I ( 1 , , f f I •-' I - ,: :,,,<, '.45 y ^: i. „ � -•,'�,I ;, f f i �. � I ! '.i { �. WHERE DUCTS PASS THROUGH WALL, FLOOR, QI� CEILING, THE, CON- „ �r a }° : '° . . �y�.. •: • � . � . . !^� I : ! I I � � � .1'1�E w l�.lVkl'RAT I Ow WITH NEOPRENE ' SPZINuL- ' ' .,,,:, i .r m '1�,,, f:.,,, ^'' ,V;;'.�'�r!'M�1r ' 1� '.,N E'„ - �: �, •,; ..{'� , .. r.�i/ 1 TRACTOR r !!! V r I I 1»RAL� I.Ji� SHALL JE,AL *. f' ► , , F I r'I.l1,IT ;}� "r'CiZ.. 130NDED TO THE DUCTWgRK, MINERAL WOOL CAN THEN DE PACKEI? w „ i E , AROUND THE SEAL. TO MAKE IT INTEGRAL WITH THE FLOOR WALL OR 1 f ! 1 `V'� -6Tp► I Zy E tr�+ti•1. 1 M T ol�a, f..Q�v I i ... 11 +> { '' 1 G. 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I ......._.._..-.. _ _ � I � ......_.._.........__ ...._._ -...r..1 r.._..._....._..._...._,......r..,.r......,...•,........._�r.-.. .+..-...._.,._r..-_.....-�.-........._....._.,.-�._..-_.............�...__-..........-_.,._..,.._....... _�ti..........,_..._,...•. �� /J��/ 7 �. coumns anr sting equipment beams, q Refer to architectural drawings t. a. r 7 ° I , • � � :L' I 1 � I G 1 � 0; 1, ,I , dimensiRns. WESTIN � ` ' �<•Phi , s� d u r , C ordinate rchitecttira3 . struct al PLAZA BUILDI�#V•G: • i I I I mechanical , electrical and , interior '. [�[�T�{yJ -.,.r•_'r+.r�+.l., _li.rr�_r.r a T� r I^I"'}'. _- r_...{...:.«rr,'.»•._...._ rl_.i.....i,r, r .. t 1 +' ' '•",,,•'•'•_ - _,_.....,w.-...___..x,.....,.,........T r .. -„ ..�_-...............,....-r ._....•......r......_..�......_•_.._..._.._....__.._., _..•...-_.........,.. _ "...._�_._._._-r...r....._ _....._..._,._...,.. F 1iJ��'yj C,��+�.A•"1 l]n d r i�Ni i 1'1[�5 ry i i l�[J d Ll C t w Q r 4� P A S • t .,R I 1 1 I[ ,' 1. I 1 1i •-5rw.�, r V I •l 7 , ,f `7 + ■ H I i 7 E ' 1 ' y�' • Ili 1 I 1 f 1 I iEiE1 „/ ei ui merli, rst�e• vr to installation. �r ' I - ! I , I I I �: kot!nd ducts from bcl:; C7lIt�BtS or _ ---•----- _ _. _ _ _._�_-_. . � { � _ _. . __. . _ rr . _..._- ._..-..__ . _ _. _ _-_ _.. ._.-..r_.r .__- . __ _______-___.._ _ __ _ � � ! rect��nyularw ducts an open end Lacy-es to I- �_ /f' d 1 f fLlsers ' ar�� to 'be a+ size!- shown on Y AILCOLORADO drawings. Pr,ovide increasers. or r6d!ACer » I 1 1t I I i I 1 ffu'SEr,sred connect round 'Ct5 l L and - v_ tlets „ { -is h a v= E i t of loo I pressure ^a' i cat i ol i 1711'1�'1.ks+k.IZr .._.All-Goustical . round flex duct trom r•ectanqular duct to di+Fuser hvund 1 i�al4Gl �"�, (, L1L!Ct5 inlets of size M I" , N2 N6 P PQ ' 4 , I R S � ! A shown on dl awing . Provide increasers or reducers -as required to connect ducts to ,. � � � fir/ 's,_..•� � .r._ � - _ I' • � 1 _....___.,.__....___-___.._».._...__.•-__..-...,_...- boy; inlet. 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