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Home My WebLink AboutB00-0115 Plans.pdf Town of Vail Building Safety & Inspection Services � Community Development Department 75 South Fro� tage Road Vail , CO 81657 ( 970 ) 479 - 2321 FAX ( 970 ) 479 - 2952 Plan analysis based on the 1997 Uniform Building Code Project Number : B00 - 0115 Date : July 18 , 2000 Project Name : Vail Mountain Lodqe FHASE I & II ONLY Address : 352 East Meadow Drive , Vail , CO Contractor : Shaw Construction Occupancy : R1 , A3 , B , S3 Architect : Davis Partnership Construction : II - lhr Engineer : Peter Monroe Report By : Gary Goodell NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . Report created using Plan Analyst software by b w & a . ( 719 ) 599 - 5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials . ---- - - - -- --------- - ---------------- -- -- ------------- -- - - - - - - -- ----- - ------------------ ------------- -- -- NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase - - Sec . 505 . 3 SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTf� Public way 41 . 0 Feet 21 . 0 Feet EAST Public way 50 . 0 E'eet 25 . 0 Feet SOUTH Public way 102 . 5 Feet 52 . 5 Feet WEST Property line 12 . 0 Feet 12 . 0 Feet Allowable area increased 52 . 5 % for open area on 3 sides . - - Sec . 505 . 1 FL NAME OCC MAX ELR AREA ALLOWED RATIO STATUS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 Apartment or Condo R1 ok 6891 61763 0 . 11 ok TOTAL FOR FLOOR 6841 61763 0 . 11 ok 3 Apartment or Condo R1 ok 13693 61763 0 . 22 ok TOTAL FOR FLOOR 13693 61763 0 . 22 ok 2 Apartment or Condo Rl ok 14282 61763 0 . 23 ok TOTAL FOR FLOOR 14282 61763 0 . 23 ok 1 Restaurant A3 ok 2402 61763 0 . 09 ok 1 Offices , Etc . A3 ok 1932 61763 0 . 03 ok 1 Apartment or Condo R1 ok 9948 61763 0 . 16 ok TOTAL FOR FLOOR 14282 61763 0 . 23 ok Bl Health Club , Restaur A3 ok 13934 61763 0 . 23 ok B1 Office , Etc . B ok 4042 82350 0 . 05 ok Bl Parking Garage S3 ok 9287 82350 0 . 05 ok � TOTAL FOR FLOOR 22263 68135 0 . 33 ok B2 Health Club A3 ok 12977 61763 0 . 21 ok r i;. GENERAL NOTES : .� �� t . REFER TO INDEX SHEET FOR � � A Z 2A 3 l 4 1 ( J J 6 � �A � $A 9 � O I � � 2 � 3 GENERAL ARCHITECTURAL ' �� NOTES. . � � � � �� ' • - � Archit ts � � � � � � � � � ; , ' , � � � ; � i � � � %. 7'-6" I 8'-6' I 9'-4' 11 '-9 1 /4' I 20'- 10 3/4' 20'- 11 1/4' 20'- ii 1/4" 20'- 10 3/4' 9'-2' 18'-10" 10'-0' 6'-0' 22'-0' 23'- 10' 10'-2' I i i I i I I I I I I I � � � I I I I 2so1 B�E ST., STE. #100 � I DENVER, COLORAD080205 l ' ' 303.861 .8555 F.303.861 .3027 N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — N i . i 0137 MAIN STREET . UNIT C106 � , KEY NOTES . 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UNIT C106 POST OFFICE BOX 2711 � O � A ^ ZA 3 4 O 6 � �A ^ $A O � � � � � 2 13 EDWARDS, COLORAD081632 � ., \ Y � 970,926.8960 F .970.926.8961 4/ Q � ' ' � � ' ' ' KEY NOTES : ; , ; II � � i � ; ! � i � ! i �1 INFI�L WALL OPENING . PATCH i� ' I I I I I I I I I i I MATCH ADJACENT WALL, FLOOR , � I I CEILING OR ARCHITECTURAL 7'-6' 8'-6' i g�_q• 11 '-9 1 /4' 20'- 10 3/4' 20'- 11 1 /4' 20'- 11 1 /4' 20'- 10 3/4' 9'-2' 18'- 10' 10'-0" 6'-0' 22'-0' 23"- 10' 10'-2' � ELEMENT. 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REFER TO INDEX SHEET FOR � I ) � A Z ZA � J J 4 O n ( / ) �A H HA 9 � Q � � 12 13 GENERAL ARCHITECTURAL \� �J Y 4/ NOTES . ' . I i � � � , � ' • - � Archit ts � � � i i i i i � i i i i i i i i � ; I i . 7'-6' 8'-6' 9'-4' 11 '-9 1 /4' 20'- 10 3/4' 20'- 11 1 /4' 20'- 11 1 /4' 20'-10 3/4' 9'-2" 18'- 10' 10'-0' 6'-0' 22'-0' 23'- 10' I 10'-2' j � � � � � � � � � I � I � � - �� , � 2301 BLAKE ST. , STE. q100 i � 303.6E 855�5 F 303 861 30z27 N - i- - - - - - - - - - - - - - - - - - - - - - - � - - - T— - N I I ( � I � 0137 MAIN STREET . UNIT C108 � � POST OFFICE BOX 2711 � EDWARDS, COLORADO 81632 I I I I I I I I I I I I I I I 970.926.8960 F.970.928.898'I o � � o � I � KEY NOTES : I I I t OPENING. PAT H TO I I I I I I I I I � I I � I I � � WFILL WALL C I MATCH ADJACENT WALL, FLOOR , � - - I - - - - - - - - - - - - I - - - - - - I _ - - - _ - M CEILING OR ARCHITECTURAL _ � - - � - � ELEMENT. PREPARE FOR NEW � � WALL FINISH . � � ' � � ( , _ e' ioF e'-o' s'- io' I I i I I I I I � � � _7. 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CL i � � �� i I � � i � � ' _ � I I�I � i " o ISSUE/REVISION DATE NO. '� ° � 3 3 , I I I ' �oM �p�M i i � ' . � I oou 3 ' 3 I , , � , o B��M BeoROOM ' � I CORE AND SHELL PERMIT 5/ 15/00 1 � CL � � ��M � tt � I BEDROOM B ROOM � BEDROOM r � I 3 � 3 I i,, . � ___ _ __ _ I __ I , i _�— I _---- _ ` � FULL PHASE I & II PERMIT SET 07/20/00 2 8n I + �____ I � - - - - --- - - --- --- -- - - -- - - - ---- - ---�� - - - - -_ _— — - - -- - -- - - - - --- -- - --� _- - - - - -- - �EDROOM �� i - ---- -- � � -- � -- , BfDR00M � BEDROOM � t 'x �� K � O I � � I I �,�! onee•-,o' Q Y� BE R0011 � � ' � � I I I � i,�l ! � � N � � � � � ' l � ! � � i � � i � � �� TM �&4TH � t ' C105. C105. �� C � li �� --- -- - -- i i �il � i i _ ' &lhy-� � � I � � BA � �, j � ' � � t � � � � —�� I ' � I � 1 °' . � - � J �y OP O � CLOS. CIOS. CLOS. '� CLOS. CLOS. 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I � I I ' � ' ' . - � Archit ts ! � � i � � � I ' • , i i � i i i � i I i i i �, , i � i � , , r-s° e'-s' s'-a' > > '-s i /a' � zo'- � o 3/a' zo'-i > > /a' 2o'- ii i /a' zo'- io 3/a^ s'-2' � e'- �o' � o'-a' s'-o' 22'-0' 23'- io' I � o'-z' I ' I � ' ' � ' I I I I I I � I I I I I 2301 BLAKE ST. , STE. #100 � DENVER, COLORAD080205 � 303.861 .8555 F 303.861 .3027 N - - - - I - - - - - - - - - - - - - - - - - - � - - - - � - - -� 0137 MAIN STREET . UNIT C106 i � � � POST OFFICE BOX 2711 I f � � EDWARDS COLORAD 1 I � O 8 632 I � I I I I I I I � I � I I I I � 970 926.8�0 F.970.926.8�1 I o I I � I o • 'v I I < � I I I � I I � � � � � � � � � � � � � � � I I22�_2� I � - � - - — O M - I- - - - � - - - � - � - - � - - � - - - —Y-- - �- 1 /4° TH K WOOD - - � - - - i I � i OORS I I I I I I I I I � 11 '- � � � -5� SLOPE �PE TO I I � I 9 6� r 4" THICKNESS �i F' I I I I � III / //� / ' _0 � I '% i , ' � � � � � � � � � /// // � //� /i% � %�� / � � � �I � s , •` � I , � -� N N � � � � � '. I � � ', / -'�/� / � / �/ / � • � � t0 �f � � °o� i I � ! � /�i i ' � � � � , j � i , �"„ ' ' % ' i _ " , . � � . ■ . . . . `� � � �; �; � � ' � ' � , � � ■ ■ � � � � ■ ■ � � � ■ � � ■ ■ � • • ■ � � ■ � ■ � � � � ■ � � ■ � '� , � , �' �. � � ' . WA�L 8EL(�W � i /,' ' , , � i i . � I � � " / / � "r, t '� '� �p � � � � i � � � � � � � ��ji��; �' / _ ' � � � ISSUE/REVISION DATE NO. � � � � — Ct�S. , - - - -- - - - - - � ' r - - - - - - - - - - _ - _ - - -� - - I� - - .,ORE AND SHELL PERMIT 5/ 15/00 1 � — -- „ , , , '`` � � � `"� � . . . . � � . . � � �� i � � � i � , � 'ii , ; � � � I % � / / � ' � � Y � �� I i ((�� p � � � � I � � �� ' . � �� .. � Tw �e � CLQJ. i � � °I '� j BEDROOM � � i 3 I �', ' �,-. � '�' / , /, ;, i' ; /�/ � J—._ o FULL PHASE I dt II PERMIT SET 07 20 00 2 . ° ' �� '�� BmR �M B M �� ROOM t� ji IJ � ;� � BEDROOM I : . j �, '�• . � // � � � ��;/ � :� � C'Cl� � -- "� � � I o 3 � ' I-+ � i 3 � 3 _ � 3 �� ' ,��j ,� � � . � � , � SUITE �� _ _ 3te i � c�os. � I"t 'i � �' � II '-' �� ' 3 � � °;i, _ , �/�� , , � / � �� /� � � � � � � � F�- K - - - � - " — ' - _ � - - - �� - - - - � r'' �,� // � - - � . - = � - - - -� c� � - � � � � L`LOS:— _ � �� I / ' �/ � � CLOS. CLOS. CLOS. CLOS. � � � / � � . � . CLOS. CLOS. BEDROOM / - cv � / � / gein -�• i ' -I r -• � � REFER TO � ' , / B�ARbOM �� t � � � � � ,/ , � �� ` STAId2S LANDSCAPE PL.A� �i � � TM 1t 2 2 « + � + 2 + + � � i , / ij� %� // �j � I � MULTI-PURPOSE =�'_�� ' � � FOR RAMP ' ^ N � C�os. g'- z 3�n " / ° MEETING R00� ' � .I + + + » + + + - �' � i � WOOD �, / i RAMP � �H ' EF EF �CHN. KTCHN. EF EF �CHN. � / a ' / � 3 OO FIREPLACE � �� t � t / . 2� � � � � � &4TH � � � ' .� / % , � i � A a.-v , / r-� DOwN J - - - , - - - - � � - - - � _ - - � � „ �� - - _ � - - H1 � _�.._ �', � � � KRCHErrErtE "' � � i�/ik% _ � � BATH � � BATH I � �� I� ' � ' � � � � ,o � �� 2 , n� eAnt � 2 .- � � g0 6R � � � � 3 �� o � '�%� STAIRS � „ SE34 — �� — � — � — — � H ; �� ' c os. ; , � � � � , � � / � �(l '. 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I 0' OO `t Q � / �5 � 21 � % / � '� �C' V F - - - - - . - - - - - _ __ - _- - � - - - — ' - - , -�= � ' � I �� o.,,��• � ' c�os. � V / � � ""u �' � � � 3 � � �� ' � ' "�� ' '� � � �� F Q � �\��, � � �6 I � � STNR I �� 2 �' I � / �- , � enitt � f— - � _ i � � � � � I RE F. � , � r, . ; � E`� . � i , �j . ' , ��'� r � � u + + I ' „ � erar+ �' �'/ �. � ' � � � � i 25 CLOS. / 7 � � � _ , '�`� a � � '� _ � 3� -4' � � � 7 � �- n � � K�� I n 6 � � 2t � KITC�HEN � 2 � � - j/ � , ' � � „ �� R �4a� ,r ] � � : � � � o VAIL �i I aHiH� Roo� ' � � � '� � � c�os. " I � � � �R Q �� ] � �� y , � ! � �$ �" • � �' � � E� I Y- � I CLOS. � � � � � �_ O � � � - � - — - - - � . � - „ 'I�- I � � � . 'i CLOS. � I � � I = � �� . E — i — — — - - — - -- CL4S` - - CLd�- - � � CLOS. � L i i - — - - � � -- —� -- - - - CLOS. - � - - -�� — � ��, � � � ��' �i " - � � � � � � � MDUNTAIN / . , - � I � � � CLOS. � D ING I , 331 �� ' �� / ' %/�� f �-;�-� i I- ' � � �i �� - � ' � � �� '� � 1 - - wiNC aooM 9�EOROOU eE�ROOIA I � „ wNit+c clos. i i�' � � �STING GnS FIREPLACE_ / / � m -� � . � � � . � ,� � � � � � � + � CLOS. C�OS. I �, / � ' I I � � �� , u�-, � � � �, z1 !� � TO REMAW � , �� ' � BEDR�u � � � 3 BEDR � A1 `� � ' ' , /'� `�' � � / ( � FIRE P CE __ - J 4' - 6" 2 � �j tMNG � I '� � � � i 1 / /i �I � R.0 � R.O. � R.O. , II ' I i� � I � ��. � � � I I!� ��7 3 '�' � � 1� � ;� � � /, ��/� �/ . � � � � � � ' � � i, �i � ` % ' / , I � - � S � , i, i / /, �/.- / � � -- - � I - - - - - - - - UVING - � �--- - . I� � :�„� P — — — � `�-.-Y • . ; / / 7 •i�� / , , ! � /. ' i , p � �, _ � �� —� , , � � � - �;- ; , /,/� , ; . � � � i .s � :� � ' c, I i i � li I i � � I I I j�!�% � /' " � i / ; ` , � 5'-9 1 2' S'-9 1 2° � 5'-9 1 2" / * r � � 7n � .�� SUN�M &4LCONY R.O. i RA. BALCONY BALCONY R�. � � �. I � t � 17 3 � � � �; � � % � _r /.'" . �", / / � ��i�'i� , � �� % r�� y - - � - - - -+ - ---- - B OOM �% � � � / � ' , � � : i� . - - / - � / B - — - � f , i �," EXPANSION AND . � � o o ■ � ■ ■ ■ ■ ■ � 19 � � , �, j �/%/�/ � / /'�� i . �/ / / "�- � � ' �j i % ,✓ • �, � ! "' � - I ' 6'- 11 ' 7'-O' 7'-O' � 6'- ll ' 7' -0' 7' -0' BALCONY ' I � i BALCONY /�� %i �� l / / ', � /i �!,' �;i� � j�. / ,/, ;/ , /, /%j' , � / / o , , ,� �� , , ,; ., � � , , � � � RENOVATION ' '-0" '-0' '-0' 2 -4 � B �t � 8 � ALCONY � I �, BALCOI�Y BALCONY � ,, , � , � i� „�/; // �i. ; _ �/ � �i , ' 'i/� " ' T.O. NEW WAL� TO � I � � � , , � � � � ;'� /�;�, . � � � t" BE AT HEIGHT ��OF I 2�-4 R.O. i � � � � � � � " � '� , , �/ � � �� E I E0. �� .; si � i� , n � � � / i ��/" :� ; , � DECK BEAMS A - - � - ---- I- i - � - � - -- - ', - - - - - �,-- - - � - - +- - — — - - ---- - �- - - -- -- �- ---- -- � _� - � - �� -$'_ - %/ � i // � ,h � ' e�- �� 9� -0� ,,,,,/ ;,;,� / ; � ; � , E A S T M E A D O W / / ,y. � �� ' ' � � 0 DRIVE �, ;,� ; � /, " • �� / B'� 1 �j ' � / � , 1 � i � , , / ; / , , � ,, ,,, ,�� !,�,;; , o , 2 VAIL , , , . ; - �,, - �� '�:��! � :%;: , �! COLORADO ,,j ,, % ;/ � FULL PHASE I ,��'/,��;; '�, � AND II PERMIT ✓ ,,/`/% REPRESENTS PHASE I AND II CONSTRUCTION PA KA E � C G � - . ; . � ; _ _ _ ; � MAIN FLOOR , ' PHASING PLAN �� I DRAWN BY JEO � CHK 'D BY i i SHEET FILE A3- 3. DWG i � i coPraicrrt z000 er onv�s Purn+�sNiv a.c. i � - ' I SHEET NUMBER'. ' � MAIN FLOOR PHASING FPL A2 - , fp � A3 _ 3 I''� s p A2 - 3 � � 8 ,. _ 1 ' - 0 " 0 4 ' 8 ' D. P.A. PROJECT # �, 0022000 , .F� ' GENERAL NOTES : ,, ' O1 1A �2 2A 3 4 5 6 7 7A 8 8A 9 10 11 12 13 ' � . R �rER `o �NOEx sH �Er FoR , , � � � � � GENERA� ARCHITECTURAL NOTES . � ;' ' � I ( i � ; i �, ' • - � Archit ts ,j � I { I I I � I I � I I ! � � i I � I ! �' � j � � r-s� a�-s� � s'-a� > > '-s � /a� zo'-io a/a� Zo'- > > i /a� zo'-i � i /a� � 20'- 10 3/4' s'-2' � e'- io' � o'-o' s'-o' zz'-o' 23'- � 0' �o'-z' �', ' '; I � I � i I I I I I I I I I I I I 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 I I , - —�— - - - - --- - � 303.861 .8555 F.303.861 .3027 � -- — I- - - - - - - - - - - � - - - - - - - - � - - � � N ii 0137 MAIN STREET . UNIT C106 � � POST OFFICE BOX 2711 , � EOWARDS, COLORADO 81632 � ' 970.926.8980 F.970.926.8961 I I I I I 1 I I I � I I I I I 'I o � � � I � KEY NOTES : � � � � � � � � � � � ' � � � � � INFILL WALL OPENING. PATCH TO MATCH ADJACENT WALL, FLOOR, � - - - _ _ - - - - _ - _ _ _ - _ 2p'-Z' _ _ _ � _ _ _ CEILING OR ARCHITECTURAL I � I I - 1 /4" TH K WOOD � � � I I � I M ELEMENT. PREPARE FOR NEW I WALL FINISH . � � �OORS � � � � i I i I I ! i 71 '-5' � 1� '-5' � SLO ET� PE TO I I I , ' �,V , ! 9� 6� � 4° THICKNESS I I �� I� I � 334 � -0 � i I � � °I I I I I I �� /� � I I � , � ; � � � I I I ° � I I I , ��-8. , 6. 7� 2. ,_s 4'-4' i '-o' '° N , , ST RS � I � i � � � � � I �� i �� I .� . i ' 20 � i i i I ; � � � �' � � � WAL� BELqW I I � I , a - - � i � I 'I I � � � � � � � � � -7 1 /4" I � ; �� 1 .,. --- - - - - -- - - -� � � ISSUE/REVISION DATE NO. � - — _ -- -_-=== - - - - _ - - - - - - - - - ' C� O EDGE ON CONCf�ETE � � � � I ' L CORE AND SHE�L PERMIT •5/ 15/00 1 i ' ; / v� � BEDROOM �yI-� 3 I ! � ' 3 RESERVATIONS i KEVS BEL01A� 3 6Rn I y � � C S. I o FULL PHASE I & II PERMIT SET 07/20/00 2 ol '� � I � i ' u �i BEDROOM �� , �I BEDROOM I � . � LOBBY \ o � � C� S. � B OOM gEpR00�1 M �, � i � 'I I 332 \ � -- - � _ � � � � I � I SURE � ' ' 3 - � II 3 � _ 3 3 i 3 . i 328 I I � � I - CLOS. � ' V �I _ ti � �� j r�1 � � , J ' K * - - - - . '� -- - - �'- - - -- -4 - - - - - ' - - - 1- -- �tos— - - - � - - - K N c�os. c�os. aos. � , . � - '� � - 1 ! - � � F � � c�os. N 3 . . RE ER TO _ X � � , 12 1 I , ..• t , . rr CLOS. ♦ � � C�oS. 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DWG COPYRIGHf 2000 BY DAV�S PMTNQtSHiP P.C. � SHEET NUMBER� i � UPPER LEVEL HEALTH CLUB PHASING FPL A2 - , fP � ; A3 - 2 h � A3 - 2 � �8 „ = 1 ' -- 0 " 0 4 ' 8 ' � � ;� — - - — - - - - - D .P.A. PROJECT # � 0022000 � .� (; .� . �'° , 4 GENERAL NOTES : , � 1A 2 2A � O4 5O 6 Q7 7A � 8A � 10 11 12 13 i � i � ' � I I i � � ' ' � � � I ' I I � 1 . REFER TO INDEX SHEET FOR GENERAL ARCHITECTURAL ' � NoTES ' . - � Archit ts � : � , . � � � 7'-6' 8'-6' 9'-4' it '-9 1 /4' 20'- 10 3/4' 20'- 11 1 /4' � 20'- 11 1 /4' 20'- 10 3/4' 9'-2' 18'- 10' 10'-0' 6'-0" ! 22'-0' 23'- 10' 10'-2" ', I �� ', ' '� ' �� I , � � � j �� 2301 BLAKE ST., STE. #100 = - - - - - =- - - ----- � - _ - -__t - _=- -- --- - - - - - r - - - - -- - - - - -- -- - I� - - - - - - -- -- - - - - * - � - - -- r - ---° - - -�-__- - --- - - - _ _ � — -- - - ---- - - -- N 303.861 .8555 F.303.861 .3027 � DENVER, COLORAD080205 �--� _ _ - - - `-- 1 - - - - i i ^ � i 0137 MAIN STREET . 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PATCH TO �i MATCH ADJACENT WALL, FLOOR , � �i � �� ' � CEILING OR ARCHITECTURAL • � �/ / , To FLO R Stael N0. TOWER I ELEMENT. PREPARE FCR NEW wAL � FINiSH . o / � � EIEV. = 8t6t - � FOOTING o � �r/� I I I I I I I � � I I I � � II I � \ / / , CRAW�SPACE II I, I � � �� ' � � � I � k � � � � � jl � I I I I � � � � �'� I �� I � � ' � � ' , I I � j �� i , � j i �' i � — — — — — — — — — — - — - . _.. - -- � - - � - - - _-_ - - __ ' _ - - - T— — — - -- -- -- I I — — — . — — — � — -- - - - � —r' L -- - - - - - - - -� - -- � -- --- - - -- - --_ _ -- — -- , I _ _ _ . _ I I I I I I � I �� I , I 42 30" D CT i � ' � � I I � I � t.� cCHAN CAL & ELECTRICAL � ° I S S U E/R E V I S I O N D A T E N O. o f- - - - - -1 I U . 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PLUMBING I � 60" �� , � � N � - i ,a � � ,�E OF CO(0 . :� I i i i � - - - - - - - - - i i i � o `-- c�—_ , I � 3 „a � � � � " ��' �q NO ARCHITE I I � 1F SCREPANCIE - - � I M CORR. � � Q I I � o ; , ' caRV ° � ` � ' � � s'-o' s'-o" j ' � ADAMM� �. � - - - - ��- - - - - - - - - - - - - - --- - — - - - - - � � � � , , �i� � � � � d , , , I �� "' , E�� \ F �� - 101s * � I I � / rae 3 snss -•• � �., �'t I � ' � v '� � ' M N R . �, °' � { ' � I � E � `v _ i \` � -�� I I �' � toe 60" � , A � ,Y ill I li ' I I — � I � � _ ' � � Et � AR �� ) �I � � , , � — — �— — — � � f � I I I I I I � � ' ` ! ° o .��•.�• , , i � � E - - �- -�— - - - - - - - - - - - - - - - s�, � ,o, �, ��-'� � uP `' - - - - - � i - - �- - E WL��BING � FxCERCISE EQ IPMEN' � � � �°' ' �� I , - - - - - 5'-0' \ � � � � � II ``- ' 3 rmD�a�v/ II � • �+ee'-'' i FIRE SHUTTER \ � � I I I I I I I � I � 1 °'�j � UP +a � i �� I ASSEMBLY V�- ,� ' � -� � � �� MOUNTAIN ,� _ _ , � D - � - - - � - - - - - - - � - - - _, - - ! � UP qsu�-� r � i . � � ~� FLOOR � UP � �- � ! � I � � � � � � � � � ��- + - - � � - - ,� LODGE DN „ . � -� . - - � as o � / . �B - - - - - - - - - - - - - -= - - - - — � - - PLANTER -s I I� EXI$ NG � I I I �-�1 ,�, I i �' :� P � �`R _ _., , "� TT� ao � I I � � ; � � ��' � I � �� .`_`_`_'� � ,- �� i i i i i i i ` ; � � � i , SUN PATIO II I � � , I SPOUT FOR I °1S eDOWN s e1 'o i I GRANITE � � ' ^4'-4" I " E X P A N S I O N A N D � � i i I � � ' � ',� � WATERFALL I I � � I � � �I ' � 3 � � A - - ---- �- ---- � - - - —� - - _ - - - _ . , _ , �� TOP � ; , , - - - —�- - --- - - �- - - - - -�— - - `L` ��tx --- - -_ -��---- = - -_ � � , .,e,_,o- � , : � A RENOVATION DOWN be�x•-r ! .- � i� / - osiu�-r — — �� POUT FOR � UP , � � � ;' WATERFAL � / �' , oe1x'-: i � , �� _ o�TO R °1' -10 DOWN ;, �� EAST MEADOW 6 e�w'' SPA i �� DRIVE ., � DOWN SPOUT FOR V A I L � WATERFALL � � COLORADO , . . 6 - , FULL PHASE I AND II PERMIT SET � LOWER LEVEL HEALTH CLUB � REMODEL PLAN DRAWN BY JEO CHK ' D BY SHEET FILE A3 - 1 . DWG coPrmcM z000 ar wws P.�rrHVisNw r.c. � SHEE7 NUMBER: 3 LOWER LEVELHEALTH CLUB FPL 3 - lfpi A � _ 1 A3- 1 � / � ,� _ � � - � �� 4 8 � D . P.A. PROJECT # 0022000 � GENERAL NOTES : + ; 1 • , ' • - � Archit ts 2301 BLAKE ST. , STE. #100 DENVER, COLORAD080205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C108 POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 970.926.8960 F.970.926.8961 g' - 7i / 6'-0' 2� Z �i � 2 {I _: C = = S�= .�L"_�_ . ---- _ _ T-.. °- - - _ - _ - - _ � I , � - - - - -� r _ �' _ �.� . u i ' �O DEMO EXIST. � I � 20 FURRING � � � � I ❑Z y I ` CONSULTANT NAME - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �` -'C =�--a---r�=� ° - ° . — = —J CONSULTANTADDRESS � I � � � " i � ° � �Z � vERIFY ;4:.LL TdICKNES� CONSULTANTCITY I ' '� � n III IN a�vD �v,a�� rrpF i a l 3 � z III IN ISSUE/REVISION DATE NO. ! 3t � � DEMO. EXST. , �II • i � I � � �TCHENETTE � � �u VERIFY COLUMN 11'PE AND CORE AND SHELL PERMIT 5/ 15/00 1 3�9 I 31O r _ _ � � _ _ �— _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FURRING � — — — — — — — — — — — — — — — I - - - - - - - - - - - - - I � � � . . — o = � _ _ _� � � — FULL PHASE I & II PERMIT SEf 07/20/00 2 ; . i - - - - -- - -- ; ili is'-z- � i� � ` - - -� (- - - - - , � - - - - - - - - - - - - - - - - - - - � 'II II Il � II L _ — _ � \ � I / / ' + I , ' � I `I � _ � � II FLOOR TO 8� � � � � 'C ,' I �' _ — r — i - — I I I I � � � I� ` REMOVED ' � VERIFY COLUMN � �_— — - - , , -- I � I � — — � I � _ J I I � I 1 � � � AND LOCATION — I �� '' � � I � o ` � �" — — � I _ � � � ' � � — — o fr - 11 f� II � — ' ' � a� r - -_ °� l—� II ° � I � � - - � � � F -1 I � ' _ � � I IL _ _ II � �11� ' ' , ` ` � r- - - II � C - - � � � o o � 1 If— T � 41 . � ' II � � � , � I �� - - � I II _ , � IF- - � I I n / I � I ` �u � I \ I1I'r IIl — ' II TI-� .{, � I I ' II ��l � I � '� � _ �j� � � I � / � � ' � � �. � ' ° ____�� Y` �� - - �`- � � J � - - - - - - - s = _ _ - = = = � 1L� _ � , LJ o � ' ~ � — = 11===�'_� I �_- � IL Jl � � - �' � — - - - - - - - - � -- i -rr ir �— —� � , � �� ; ; ,e•- ,o• h I ,a}�- � � � � � � VERIFY COLUMN AND IOCATION + � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �— �i � �,' � - - T, - - - - - -� � � - - -, - - - - -r - - �I� _ � � - - . _ - - - - - --, -- --, � - - - - - .--- r �- -, -i1 r -- --- --�� L / � L / � J .`� OF Cp�� 1 . II � � � - - � �- - - � �-- ' i � ' ELECT� , ; l � ' - - - - - - - - - - r � � - - - - - - - - - - - _ S�p -� 9q0 I � ' � I / ` � / � ' I n � / V " G+� �� /� �- - - - -�- �jI� � �� LJL � �� - - - - - � rU.,:J � I - - - - • GARYM. � � 7 6 � 1 � - - � � � j � - - - - - � � � � C�� — jf� I -- o ��I ;1 � 6 TE�' ' � / r]t \ -� rl_ � L � � r � ° � ADAMS � ' p � �� - - - - - u �J� �- -JL- - - - - - JL _7 - ! � i O 2 II 0 � 2 I z � 0 � � IK �� - 1015 C�� ] � 0�- � �❑ H �'� �,�. ' ' ' � � � � �� ' II � J 7 ]� � - - - _� � '� - - - - - u p qRCH � ,U+� � � � � I �_ _ � y � � � , - � � 2 � � O i- I I � o o � � � � ; � � o � o ' ; � , �� VAIL � C , , � � � � o o � � � �_ � � . J - , , �_ , _ _ _ _ _ _ _ � ; � c _ _ _ _ _ _ _ � � ; � � M O U N T A I N — = C - - �C — �T-- C --� � n� � � � ' _ - - I � _ —� � � ' - � � y � ', ' � � , _ o � - - - - - � _ - - _ �� . � � - - - - _ ��--� � � - - - - �- - - - - - - - - - - - - - � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - � � , , � , . : :_� = _ _ _ s =�-_= ==-== == =_ _ _ _ � 4- - ----------- -- ---- - E X P A N S I O N A N D ' RENOVATION . I '` EAST MEADOW , DRIVE � THIRD FLOOR DEMO PLAN � VAIL , �2 — Sfp � A2 - 5 . , � �� - , � - o �� 0 4 � � � �-� COLORADO DEMOLITION KEY NOTES - FULL PHASE I NOTE: NOT ALL NOTES MAY 8E USED ON THIS SHEET. j� REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERiAL IN A PROPER MANNER. REMOVE EXISTING FINiSH MATERIALS TO FRAMING .4T WALLS, FLOOR, AND CEILING. DISPOSE CF MATERIALS REMOVE EXISTING BALCONY RAIL SYSTEM AND PROVIDE SOUD BLOCKING FOR ATTACHMENT OF A N D I I P E R M I T f ' � STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED . � TO ACC PTENEW WALL, FLOORI AND/OR E UNG XTIS�TI�N ME TPSUM WALL BOARD AS REQUIRED � FINIS�SLIN DISPOSEMOF MA ERtA S INEAa ROPERI AdA NERL AS REOU!RED TO ACCEPT NEW EX?ERIOR S E T � MATER LE NISAN ROP�R MANNER� STORE AND PROTECT�PUNSABLEFMATERIALS FOR PR US� AS DIRECT D. � NFORVMAT ON.nNDISPOSE 0 BUILDI GSMAE RIALS N ARPROPER A NER. DRAWINGS FOR ADDITIONAL � REMOVE EXISTING KITCHEN/RESTAURANT EQUIPMENT. DISPOSE OF IN A PROPER MANNER. PATCH AND REPNR INFILL TO MATCH ADJACENT AND ACCEPT NEW WALL FINISH s �O PREPARE EXISTING WINDOW FOR NEW DOOR OPENING. REMOVE WALL AS RE�. INFILL AS REO. � REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF BUILDING MATERIAL �i 1 REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS IND!CATEG DiSPOSE OF PATCH TO MATCH AWACENT WALL AND PREPARE FOR NEW W,4�L FINISH IN A PROPER MANNER. L� MATERIALS IN A PROPER MANNER. � MANNER AND�PREPARE �E STING OPENING�OR INFILOSE OF BUILDING MATERIAL IN A PROPER � NE AOPROPERTIMANNERH�STOREEQND PROTECQTDUSEABLO MAT�'L FOR REUSEMASE �IRECTEC. KEY PLAN THIRD FLOOR � �4 REMOVE EXISTING FLOOR COVERING. DISPOSE OF IN A PROPER MANNER. PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHITECTURAL/STRUCTURAL DEMOLITION PLAN � DRAWINGS FOR MORE INFORMATION. DISPOSE OF BUILDING MATERIALS IN A PROPER � REMOVE EXISTING GLAZING. DISPOSE OF IN A PROPER MANNER. MANNER. PATCH AND REPAIR WALL TO ACCEPT NEW FINISH TREATMENT. � REMOVE POOL, STRUCTURAL FILL UNDER POOL, AND ALL ASSOCIATED PLUMBiNG , � . � REMOVE EXISTING CASEWORK CABINEfRY. DISPOSE OF BUILDING MATERIAL OR STORf AS � ELECTRICAL, ANO MECHANICAI EQUIPMENT. STRUCTURAL FLOOR SLAB � REQUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION. ELEV. 8154 TO REMAIN UNDISTURBED DRAWN 8Y JEO CHK ' D BY REAAOVE EXISTING PLUMBING FlXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS � REMOVE EXtSTING STRUCTURAL COLUMN . REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL INfORMATION . DISPOSE OF MATERIALS IN A PROPER MANNER SHEET FILE A2 - 5 . DWG �7 REQUIRED. DISPOSE OF UNUSED PLUMBING FIXTURES IN A PROPER IAANNER. STORE AND PROTECT REMAINING PLUMBWG FIXTURES AS DIRECTED. � REMOVE EXISTING EXTERIOR GLAZING. DISPOSE OF IN A PROPER MANNER coPVeaHr z000 a+ wws rnmr+Exs�iv a.c. SHEET NUAIBER: REMOVE EXISTING STAIRS, STRINGERS, PANS, HANDRAILS AND REIATED ASSEMBLIES. �H DISPOSE OF MATERIqLS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY REMOVE EXISTING FIREPLACE, HEARTH , DAMPER, FLUE AND RELATED ASSEMBLIES . PATCH pE? 4DJOINiNG ARE4S FOR NEW iN�iLL qS �ND!CATED ON ?HE P_PNS. ,� qND REPAiR ?p,10�NiNG AREAS �aS REQUIRED TO MEET ALL FiRE AND CODE REOU�REMENTS aND A2 5 —' TG ACCE�? NEv�' FW 'SH TREFTMENTS. D�SPOSE OF BUiLDING MATERiA�S iN Q PROPER MPNNER . D.P .A. PROJECT # 0022000 � . •# '� � �i � n Q za, Q O Q �S � �A Qs ea Q � o > > > 2 i3 GENERAL NOTES : � � il I I � I i i ' � I i , , ' ! � � � I I i, i � � � } °' -5' 8' -6' 9'-4' t � ' -9 t /4' 20'- ' 0 3/4" 20'- 11 tj4' 20' - tt 1 /4" 2C' - 10 3/4' I 9'-Y I 16'- 10' 10'-0' 6'-0' 22'-0� 23'- 10' 10'-2' ( . � Archit ls � i I � � � � : I � i _�- - - - � - - � - - - - - - - - -{— - - - - - - - - - - � - - - � - ___�-_ - - _ N I � � I � � 2301 BLAKE ST.. STE. #100 � � I DENVER, COLORAD080205 i I I I � I I I I � I 303.661 .8555 F.303.861 .3027 I � I i I i � I � � 0137 MAIN STREET . UNIT C106 �I I I � ° POST OFFICE BOX 2711 Pi I P EDWARDS, COLORADO 81632 ( 970.926.8960 F.970.926.8961 ' �' I I I I I I I ! I � I I I I I I � - - - - - - - - - - - - I - - - - - - - - --}-- - � - - - - - - - - - II - - �M � I I � � fi t � � � � � , � � i i i � i i i i , � i i i � � I � � j ; ', � � Y�'ALL TO R�MAIN � I � � REMOVE EXIST. WINDOI�VS . � pREPARE T WFILL I I ' I PREPARE FOR NEW 1N�NDOWS. � I I I � � i I RE: A3. 4 I I � I �� I � i ' REMOVE� EX�ST. WINDOWS . I I REMOVE EXIST. WINDOW$ I ! I � °; PREPAR�E FOR NEW WINDOWS. , DEMO WI1LL PREPA�E FOR NEW WINpOWS , � i I RE: A3. i FURRINC� RE: A 4 i ', � . ' I � I � � I � i 28'-6� � i ' i ! I � =a��--�I- - - --- �= - - g �- - - -t - - - - - - fi i I I � I I I � � " r _ _ _ � I i ; I ' � � I � � 'I " - I 6'-B 3/4' I � � i II � I � � � � � � ., � I r I iI I � I CONSULTANT ADDRESS �k_ — I— — _ _—� = 3 _ —E _ c�.— _ E _ � _ — " _ — =z-=-s_ _ _ � r _ -C BE _ _-� � — — — — —� — — T =e� _ — _ _ — — _ — _ — _-- — _ I ��---� — �r-� �--�- � � I � ----f— � CONSULTANTCITY --�-� � � � � � - o� I I I I I � I�� il I I � ul � � III II ^ I I � o ISSUE/REVISION DATE NO. � I i I DEMO EXIST. KIT HENEfTE W ' o � �N 47'-3' o � I — — 14'-1 � iI; r \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CORE AND SHELL PERMIT 5/ 7 5/00 1 , Il < - - - - - - - - - - - —_ - - - - - - -- — — -�__ � FULL PHASE I dt II PE MI 0 2 --- - — — — — — — — — — — — — — - - -- — — — — _ — — — — - - - - - - - - - - - - K I I I I I - - - � � - - � I — _ i — - _ � - i - - - I � \ I , 12'-8' � � � � . - - � � - - - - - I ir = - ==, i � - = � � � , i � � ' I j m - - — � - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - — � r - - - - - - - - - - - - i i i I — - - - - - - - - - - - - ,- - rrnTnriTnri� � � i i �'�---- -- �- � OP tI�NG W FLC�R I � I I II oNH + F+ �-I + H +�I� I+ - � -�- � eE� - - - - - - - - -- -- H1 �k - - - - �iiuLU � iuLi1. _ � � �� r � - 4� ;� � � �� I � � � II I - �- - - - - - - - H -i - - -d -- � --�}— I-i�}— - I i I �I !-�=��] _ � I I I� '' �� = �_� I � � � � � ' � I �' � ° `" � ��, � II II ' I I � � L ' ; i N � II � � � I � ;�� Ii I�I � � � � � L �j �.., � � � ��i � I � � � � � � � - �- _ �—. � � _= -= -ll-- --=1�- �_----�- -� - p-- - �� - - - � �i � - - - - " - - - - - - G --.•�- ,• � i II \ I -- - - � � Z�-0 � - _= : - GENERAL NOTES : � tA � 2A O3 � � Q6 Q7 7A Q8 8A � 10 11 12 13 . . ' � � T ', I ' � � � ' ' i I i I I I ' i i � i � , i i � i � i i i ' i i i i 1 ' • - � Archit ts I, ' � I ' � I I I l ► 1 � . � � � � � � � � � , � � � � � I I 2301 BLAKE ST., STE. #100 : O - - - - --- - - - - - - - - - - - - - - - - - - - - � - - - � - — T 1 iv 1 9 3 B61 8555 F 303 861�3027 I � � � + �� I 0137 MAIN STREET . UNIT C108 ; I I I I I I I I I I � I I I I POST OFFICE BOX 2711 � I EDWARDS, COLORADO 81632 I � I 970.926.8960 F.970.926.8961 I I I I � I I I I ! 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I ' ` � II � I — _ e �f � - _ `_ _ _ - I , 1� — I - _ _ _ _ _ _' � \ / � , :} - - - � � � .�� r r -� .— - -� — - -� — -� , � - RENOVATION ; , , � � � - II 0 � I � � � i� � O -- _ - - - --- _ - - - - - ' - - - --� - - - ------ - - - - - � - - - - - - - - - - - - r_ --_- _ ---_-_ - _--- ; _- -- -_ _ _-_.- - _ - - - , - - - - - - - - � � _� � �_ � / � i l e -- - - - - -- - '` � � I�- � �f �� ii �� aI . �; � � � � � � � � � � _ � _ EX�ST�N� WA�� aE �,� E A S T M E A D O W � � I� , o � � ,L�!� u � - � r.�Mn+�v - - � � � _ � � � r1TiTR L-+� DRIVE 0 � i � lllllllll � I ui �lui� iu � l _ � �� MAIN FLOOR DEMO PLAN A2 - 3f � � VAIL , a2 - ? 1 / 8 " = 1 ' - 0 " 0 4 8 �� COLORADO � ,� ' DEMOLITION KEY NOTES FULL PHASE I ` NOTE: NOT ALL NOTES MAY BE USED ON THIS SHEEf. � REMOVE DCISTING DOOR AND FRAME. DISPOSE OF UNUS.4BLE MAi ERIAL IN A PROPER MANNER. REMCVE EXISTRdG FWISN MATERIALS TC FRAMING AT WALLS, FL "UOR , ANC CFi�iNG DiSPCSE OF MAT�RInLS REMOVE EXISTING BALCONY RAIL SYSTEM AND PROVIDE SOLID BLOCKING FOB A�cCNMENT OF A N D I I P E R M I T STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. � IN A PROPER MANNER . REPAIR OR REPLACE EXISTING GYPSUM WALL BOARD AS REOUIRED 1� NEW RAILING SYSTEM . PATCH AND REPAIR EXISTING WALL AS REQUIRED TO ACCEPT NEVJ EXTERIOR TO ACCEPT NEW WALL, FLOOR AND/OR CEILING TREATMENT. FINISHES. DISPOSE OF MATERtALS IN A PROPER MANNER. S E T i � MATE�RIALENSANPROPER A�ANNERAMSTOREPAND PROTECTPUSABLEFMATERIALS FORPR USE AS DI�ECTED. � NFOR ATION.TINDISPOSE OF BU'ILDINGSMATERIALS RNFARPROPER MANN R. DRAWINGS FOR ADDITIONAL � REMOVE EXISTING KITCHEN/RESTAURANT EQUIPMENT. DISPOSE OF IN A PROPER MANNER. PATCH AND REPAIR INFILL TO MATCH ADJACENT ANO ACCEPT NEW WALL FINISH 2O PREPARE EXISTING WINDOW FOR NEW DOOR OPENING. REMOVE WALL AS REQ. INFILL AS REQ . � REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE Of BUILDING MATERIAL 1 REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS INDICATED . DISPOSE OF PATCH TO MATCH ADJACENT WALL AND PREPARE FOR NEW WALL FINISH IN A PROPER MANNER. � MATERIALS IN A PROPER MANNER. � MANN R AND�PREP RE �EXOiSTING OPENIN�G FOR �NF POSE OF BUILpING MATERIAL IN A PROPER � N AOPROPERTIMANNER� S'TOREEAND ROTEC�TDUSEABPE SMAT�'L OR REUSE ASTEDIRECTED . KEY PLAN � MAIN FLOOR ❑4 REMOVE EXISIING FLOOR COVERING. OISPOSE OF IN A PROPER I�IANNER. PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHfTECTURAL/STRUCTURAL ' DEMOLIT � ON PL/'1N � DRAWINGS FOR MORE INFORMATION. DISPOSE OF BUILDING MATERIALS IN A PROPER � REMOVE EXISTING GLAZING. DISPOSE OF IN A PROPER MANNER. MANNER. PATCH AND REPAIR WALL TO ACCEPT NEW FINISH TREATMENT. REMOVE POOL, STRUCTURAL FILL UNDER POOL, AND ALL ASSOCIATED PLUMBING, � � � REMOVE EXISTING CASEWORK CABINETRY. DISPOSE Of BUILDING MATERIAL OR STORE AS � ELECTRICAL, AND MECHANICAL EQUIPMENT. STRUCTURAL FLOOR SLAB � REQUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING ARFAS TO ACCEPT NEW CONSTRUCTION. ELEV. 8154 TO REMAIN UNDISTURBED DRAWN 8Y JEO REMOVE EXISTING STRUCTURAL COLUAIN. REFER TO THE STRUCTURAL DRAWINGS CHK ' D 8Y � REMOVE EXISTING PlUM81NG FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS � FOR AODITIONAL INFORMATION. DISPOSE OF MATERU+LS IN A PROPER MANNER. REOUIRED. DISPOSE OF UNUSED PLUMBING FlXTURES IN A PROPER MANNER STORE AND SHEET FILE A2 - 3. DWG PROTECT REMAINING PLUMBING FIXTURES AS D�RECTED. 1� REMOVE EXISTING EXTERIOR GLAZING. DISPOSE Of IN A PROPER MANNER. coarrre�ca+T z000 ar av�s PAft1NER5HiP �.c. REMOVE EXIST�NG STAIRS, STRINGERS, PANS, HANDRAILS AND RELATED ASSEMB�IES. sn� r,uMeeR: � DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEI.�BLY REMOVE EX�STING FIREPIACE, HEARTH, DAMPER, FLUE ANO REIATED ASSEMBLIES. PATCH � °ER ADJOINING AREAS FOR NEW INFILL AS INDICATED ON THE PLANS. � AND REPAIR ADJOINING AREAS AS REOUIRED TO MEET ALL FIRE AND CODE REQUIREMENTS AND A2 3 TO ACCEPT NEW FINISH TREATMENTS. DISPOSE OF BUILDING MATERIALS IN A PROPER MANNER D. P.A. PROJECT # 0022000 �: � �i , A � 2A 3 � 5 Qs Q �a, s s,a s , o „ , 2 , 3 GENERAL NOTES : � � , � Q � , � � Q : ; ; �� I I ; ' � '� , � ` ' ' ' ' � f ' ' i i i i � � ! ' ! ' � I 7'-6' 8'-6" � 9'-4' � 11 '-9 1 /4' 20'- 10 3/4` 20'- 11 1/4' 20'- 11 1 /4" 20'- 10 3/4' 9'-Y I 18'- 10' 10'-0' � 5-0' 22'-0" 23'- 10" I 10'-Y � - � Archit ls . I i i � i � , � � , � i � i I I I I � , , ! ' I � ! i O N - - i - - - — - - - - - � - � - - � . - - � - - - - - - - - - �- - - - i - - - � N I � 2301 BLAKE ST. , STE. #100 I I I � � � I I I I ( I � � I I I DENVER, COLORADO 80205 I � 303.861 .8555 F.303.861 .3027 � I 0137 MAIN STREET . UNIT C706 � I I �i POST OFFICE BOX 2711 =` -1�_—_ I I I � � EDWARDS, COLORAD081632 il I I i 970.926.8960 F.970.926.8981 i I I I I I I I I ' �' � � I I I I ' � � M - - - - - - - - - - - - - - - -�-� -- - - - � - - - - - - - - - - - � � . � � � � � � � � � � � __ _ _ � � , , � _ � � � � � � ; , � � � � � � � � � � � � - f GARAGE � II � � _ ' i ' � I � � � � � � ir =��' I i I � � ° � � � I I 1 I � �— IIl�, � ' , j II' ! ' ! � ol - � - � � � .J '-�-� � , �, � _ � ' � � � � ii _ � . i i � i i i i i i i � i i i i� �' � u- ° � i � • �,. � i i ; � - - � �'_ - ii i �� - � i � ' i � — — - — — — — — — — — — — — — — — — — — � 1 I — — — — — — — — � — --- — — � CONSULTANT NAME � � CONSULTANTADDRESS : � I CONSULTANT CITY I I I I � • I I I � / � � � I \\ � - - - - - - - - � / � � ' + ° e e \ \ / i ° ISSUE/REVISION DATE NO. o� � � i � � 9 I il I o CORE AND SHELL PERMIT 5/ 15/00 1 �� I I I l K F- -�- - +- - - - -- - � -� - � ' - - � - - - � - - - - - - � - - � 10 �-i-- - � - - K FULL PHASE I dc II PERMIT SEf 07/20/00 2 �J I ' i / I � � I � I � LAUI� DRY � � � i � I � _ ' �', i II ' � ! I � � -� � I I I I I I � / � �� ( �, I I �� ( , � I I I I � I I _ I � � - � � - �-� -�- � � I - rr � - - H1 � 0 � \ / �+ '1 'i I � I I I . � � � - - - - - - - - - - 1 - --�-- � � - � � � � ^� � - - _ H � � � I � 14 / I � � � � ( � I \ / I � � il I I I � I I 1 / I i G�- - _ - - - - - - - - - - - - - I - +-- - /--- I - - - G • I \ / I I I 1 / I i � � I \ / I � � `° _____ _ I I I Q I � � `` � � I i � I � REWFORCE� S 0 :� ` � � I 1 / . � � REQ . ^ E Of C � �� , � � I � o � , Q,� Oq � � o � I 1� ;:, � I 10 I ELEV. t81 2 ' - " 5� "` Q� O � � 7k ' ADAMS F - i � , . - - �\ - - - - - - - - - - - I - - I I - � � - --r`` - I - - -�, � - Y F 4 GARY M, * i I i I I I I s -� � ; ;� �,� � � ; i � io `-, , �� . � � ��c - 1016 - i I a � , , � � , � � E, � oR��,� � � � E - � I -� - � - - - � - - � - - - - � - - � \ - _� � _-- - - — -jTrrr - - �, —�� --- j - � - 6 Q- � N E � �� j �� t�t�r*� � � � � � � MECHANICAL ; A� � � R E �qST F`°°R� V A I L :o � � RUC� '�.SP — — TI� � � ' �� / � � ( , � � � � I � I I I I ` I 1 I I � � j t ' I � � '�i�, _ j I i��, I � � � �� ( � REMbVE EXISTING �� \ I / � � �� COLl1MNS AND FLOOR � I � 1 — — _ _ 10 SLA�. RE: STRUCTURAL \'� M O U N T A I N I � I � I / \ I I FOR � DECK �. _ _ _ _ _ _ _ _ _ _ � ( ��P � � 9 I REI�ORCEMENT � �. °� - — � — — � — � — — � i ° o i � n � i , il ' `� ', '\ . � � � � � i i i i � i � `� ;�, I I I I I I � I I _ - p — _= i - % - \ ' , - --� - � L D E � _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _� � - - - - � ,_ _ - - - - - - --- � - - � _ � -- , o I'r � i i � ' � � �� i o m 1 ( � � � � � o I \ � ' � N '� E IST. �SKY HT �JVER� �i � � � 1 I � � I I I I I I . _ I_ _ _ I � � UB I � J � ' — — — — — — — ` ' ' E^^ °A� RE � � R , � , , 23�-�� , , `, 2 // ^ EXPANSION AND � I ' _ _ , i i - - - - ---��mhh � ; � � � � ... I � A I 1 Il A � I -- -- - - - — - - -- - - � -- - - - �_ - - -_- - ----_—_-- - � r - - - - - I _R � �v �1 2� v �n 9' -8 1 /4' , �' ; O - I- i - �- - - I - -- �- - �- � - - - — -r- - - r -- - --- ,�_-��_ ` ' - -= v - - - - - - - - ' EMO�EX�sT.� K � r=- - �= �� <- - A RENOVATION SALVAGE AND ORE FOR � � �- - I I OWNER. PREP RE FOR REMOVE EXISTING � � I � I I � ` - - - - N W KY I T OLDING WINDOW - -_ ___� -� � � , n \ \ SYSTEM TO BE REUSED -I I � I � � � E A S T M E A D � W \\ IN RESTAURANT I I I g`` I I � I I � � �� DO NOT REMOVE DEMO EXST. CONCRETE LL � - L .� � � COLUMNS AND DECK FLUSH WITH EXST. �/ �, �� D R I V E ABOVE UNTIL AFTER INTERIOR WALL �/ � TEM°. AIR HANDELING �� UNIT HAS BEEN REMOVE ACCESS RAMP �/ REMOVE EXISTING REMOVED TO EAST MECHANICAL �� RETAINING WALLS V � UPPER LEVEL HEALTH CLUB DEMO PLANA2 - 2fP � RooM REMOVE EXISTING STEEL V A I L � STAIRS TO BE RE - USED tF - A2 - 2 , , 8 „ - , , - o ,, a 4 � 8 , POSSIBLE COLORADO DEMOLITION KEY NOTES NOTE: NOT All NOTES MAY BE USED ON THIS SHEEf. F U L L P H A S E I �I REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. � NE AOPROPERTIMANNER. H EPAIRIAOR TREPLACEINEXISTIN G PSUM �WALLNBOARD I AS R QU RED OF MATERIALS � NEW�RAILING TSYSTEMLC PATCH IAND REPAIRNEXIST NG W LOLID R�QUKRED TORACCEPT NEEW �XTERIOR A N D I I P E R M I T � � � STORE ANO PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. TO ACCEPT NEW WALL, FLOOR AND/OR CEILING TREATMENT. FINISHES. DISPOSE OF MATERIALS IN A PROPER MANNER. SET � MAM�RIALENSAN ROP�R MANNERA� STORE AND PROTECT�PUSABLEFMATERIALS FORPREUS� AS DIR�ECBT D. � NFOR ATION.TW�GIS o00R0 FBUIILDINGSMATERIA�S RNFARPROPER MANNRER. DR4WINGS FOR ADDITIONAL � REMOVE EXISTING K�TCHEN/RESTAURANT EQUIPMENT. DISPOSE OF IN A PROPER MANNER. • PATCH AND REPAIR INRLL TO MATCH ADJACENT AND ACCEPT NEW WALL FINISH 2O PREPARE EXISTING WINDOW FOR NEW DOOR OPENING. REMOVE WALL AS REQ. INFILL AS REQ. � � REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF BUILDING MATERIAL � REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS INDICATED . DISPOSE OF PATCH TO MATCH ADJACENT WALL AND PREPARE fOR NEW WALL FINISH IN A PROPER MANNER. MATERIALS IN A PROPER MANNER. � REMOVE EXISTING CASED OPENING OR FRAIAE. DISPOSE OF BUILDING MATERIA� IN A PROPER � REMOVE EXISTING MECHANICAL EOPT. AS REQ�D. DISPOSE OF UNUSABLE MATERIALS MANNER AND PREPARE EXISTING OPENING FOR INFILL IN A PROPER MANNER. STORE AND PROTECT USEABLE MAT'L FOR REUSE AS DIRECTED , KEY PLAN ❑4 REMOVE EXISIING FLOOR COVERING. DISPOSE OF IN A PROPER MANNER. UPPER LEVEL HEALTH CLUB PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCNITECTURAL/STRUCTURAL � DR4WINGS FOR MORE INFORMATION. DISPOSE OF BUILDING MATERiALS IN A PEC?ER DEMOLITION PLAN � REMOVE EXISTtNG GLAZING. DISPOSE OF IN A PROPER MANNER. MANNER. PATCH AND REPAIR WALL TO ACCEPT NEW FINISH TREATMENT REMOVE POOL, STRUCTURAL FILL UNDER POOL, AND ALL ASSOCIAiE� PL� M91tdG , � REMOVE EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAI OR STORE AS � ELECTRICAL, AND MECHANICAL EQUIPMEN7. STRUC�URaL F �_OOR SL48 � REQUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION. ELEV. 8154 TO REMAIN UNDISTURBED DRAWN 8Y JEO REMOVE EXISTING PLUMBING fIXTURES, CAP AND REROUTE WATER SUPPLY ANO VENTS AS � REMOVE EXISTING STRUCTURAL COLUMN . REFER TO THE STRUCTURAL DRAwiNGS CHK 'D BY ❑7 REOUIRfD. DISPOSE OF UNUSED PLUMBfNG FIXTURES IN A PROPER MANNER. STORE AND FOR ADDITIONAL INFORMATION. DISPOSE OF MATERIALS IN A PROPER MAtiNcR . PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. SHEET FILE A2 - 2 . DWG � REMOVE EXISTING EXTERIOR GLAZING. DISPOSE OF tN A PROPER MANNER covrr+�cMT z000 er wvis vum+o+si+ia a.c. REMOVE EXISTING STAIRS, STRINGERS, PANS, HANDRAILS AND RELATED ASSEMBLIES. sr+e� vuMeea � DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WAI_L ASSEMBLY REMOVE EXISTING FlREPLACE, HEARTH , DAMPER, FWE AND RELATED ASSEMBL ES . P�?� N � �ER ADJOINING AREAS FOP. NEW INFIL� AS iNDICATED ON THE PLANS. � AND REpAIR ADJOINING AREAS AS REQUiRED TO MEET ALL FIRE AND CODE REQUiREMENTS AND ?0 FCCEFT NEW FINISH TREATMEN?5 . DiSPOSE OF B�ILDING MATER!ALS ,' N A PROPER MANNER . � � � .. �_ _ _ _ - _ _ _ _ - D.P.A. PROJECT # 0022000 � � 1 Q , A Q 2A Q 0 � Q > >A 8 8A 9 , o „ � 2 � 3 GENERAL NOTES : �, � i I � � � ; ' I ' I i I �� , ; ; i � , � i i i � i t i � i i i i I ' I � � � � � � i � 7'_g' � g'_6• g�_q• 11 '-9 1 /4' 20'- 10 3/4' � 20'- 11 1 /4' 20'- 11 1/4' 20'- 10 3/4' 9'-2' 18'- 10' 10'-0' 6'-0' 22'-0' I 23'- 10' 10'-2' I � � � � , � . � Archit ts - � � � i i i i i i i i � i i i ! N - -- � — - - I�- �_ ----=�-=--_-=- --_=�--_-=-- -_=�=_-_- __ _ - - � - - � - - - - � - - - - � - - - � - � - - --- - - - N . I 'I � � � I I I � � • � � � � � 2301 BLAKE ST. , STE. #100 I I I II � I I I I - - ___ - I � I I I I DENVER, co�oanoo ao2os . � � -- � � � 303.861 .8555 F.303.861 .3027 � ° � � - � � I � 0137 MAIN STREET . UNIT C106 a I � - - ' - � I a � POST OFFICE BOX 2711 � I I I - = - EDWARDS, COIORADO 81632 . I � � I � 970.926.8960 F.970.926.8961 I I I � II I I I I I � ' ,I � I I I I � � I I _ � _ 1� - - - I- / // i� - - - - - - - - - - - - - � I I - � - - - � - - - � - � - - M I � � ( � � � � I I �I�� I I I I I I I ' EXCAVATE FOR NEw I I I ! � � . . � ;. . � . . � .. . � . ,. i i / I I � FORR NEW W OOTINGS ARE I i {� �i / / i I I � I � , � � COORDINATE WITH FLOOR PIAN� � I �i�� , � � � ALIGN ELEVATION WITH li • � � , I ; GARAGE FOOTING ELEVATION � I I o � �� i I I � � j � ; � � i � � , 1 �p � i0 N i III . I � � � � � ■ i i � � � � � � x i � , � � � I , � � - - - - - - - - - • - -� � � � i i i�, ;. � ' ■ i ■ , � ~ � � � � � � � ,� � � _ , i � � � • � ---- _! �l ___ .�+.� 1 _M_ _ __ • , - - _ CONSULTANT NAME L - - - - - - - - - - - - - - - _ : - . - - - _ _ I � -_---i— - . - - - -_ � .-I - _ - __ � , -- - --- - - - L CONSULTANT ADDRESS 7� � - - - - - - - - I I I I I I • � � I I � ` PREPARE � WALL FOR � � � � I �I � � � CONSULTANT CITY o �- - - - - - - - - - - - - - - - - - - - - � � ■ I � ' o � I I I I NEW 42 " 30" DUCT I � I� �I � o � I I I , ' I� U .L LOC ERS AT I I � � I ISSUE/REVISION DATE NO. I I � I � � I I � � ' CEILING . B.O. OF I � � I � � / � I ^I CORE AND SHELL PERMIT 5/ 15/00 � K - - I- - - - - —�-- - - - - - - - _ . _ • _ � - M . O . AT LEV. +� - - - - � �-- - � I -` - - —�- I I - - � - K I ( I I I I I I - 8162� - � \ / I I I FULL PHASE I & II PERMIT SET 07/20/00 2 � � I i � � i ` � I I EXISITNG OVERHEA . . . � ■ . � ■ ■ � . . I � ' � ��" � � � � � � �� i �'� FOUNDATION WAL� I I I _ I' ' I�� ! ' '' � � � I , � I I I � _ _ _ _ _ EXISTING TO REMA1 . � ' I I � � � ' i �' i 'l - �' � � - - _ _ � '' I � �� 14 � I � - - - - - -� J �, � � � t ^ � - - - - - - - - - - - - - - - - - - - - J '�� 1 �� I I I I I I ( I � � - - - i —1 _ _ � IJ - _ I \ / I i I - - - - - ��I � - -�-- - —/— � r � - — �rt- - - - H 1 _ O o I � � 1b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �_.. � � I � 1 / � � � I . - - - - - - - - - - - - - - - - — � - —�- - ---�— 11 - � H _ ' I = r � „ � � 1 I � � � � ,� � I -- I \ / I � EXC E AS � I � i I � � o � o I o �� %°�� j � 1 I � j � _ � s'-s s/s' tdA� � G — �-��_-� ��_ — — — — — — — i — — , — — — �-- ` � � , II — —� —� -- II AND F N�N C] g ' I ' I � � 1 ! � I - - - - J � ' I - _ _ _ _ ❑ I '' : I \ / � - - - - � i c ', � ! � I 1 I I � � � j � ^ i t � 1 - - � � \ � � � -- �_-_ � � I v I � � � tl � OF Cp N \ _ - _ _ _ - _ �- - � I n I I I I REINFORC � S '`Q'�E (O9� � - � y - - - - •� ' c� -�,, O I , I I ' � � DIMEPISI N FROM � � � I REQ. p � � �� ', I I � I INTEdlO� FACE OF � II � �' GARY M, �, F - - �-I - - - - - - - - - - - -� - ;L _ .;� I _ CONGRET� WALL I - - - � AD I � * A � — FCEV. �" MS \ � � � ^ I I I / ` I NEW F. F, LEV. * � � — � , i � - i d � , , � i � i i � i � � .� B - 1016 � � � � � i i � � �. � � � � !� �� " i i i � � � i i i i I � � \`� �.� �; � � � � � � � � � � � � � �� I � I , I � �� _ � °° � E1 �. , , FD AR��`�� y, � � � _- - - - � l r � ' N � - - - - - � - - � - -�� - - - `L- � L � - 5 0� E _ I i � -� - � - - - � - - � - � - � t' I I .o-- E I � � � I � I \ � I i � � �_� I `` `' � � � I � 1 I � � , PREPARE FOR NEW ELEVATOR� ,' .._ j � I -� : -- _ * . � I � / \ � I I i I REMOVE FLOaR SlAB AND . ' � � REMOVE EXISTING I F � n � o I I , 1 � � j ' EXCAVATE PER MANUFACTURE�S \ � V A I L I I I I 1 I I I i i � . • I / � I i RECOMMENDAtION ,�, I A N D R A I L I N G A N O � I I ;a � � � I I , � � ' ■ • � , I / 1 I ' � \� , � INISHES. PREPARE � I I I ; ', �,- � � � � � � � � � � I- - - � - - - � - - - - - - _ LOOR FOR ADDI71 � � ♦ � - - - � � � 1 � � —_-, � � � � / 1 � � '�/ ,. � � VERIFY IN FEILD �� I � I I ;�, i I I I I I � I • - ` � � - - - i�—�� - I ' - - �ki�TiAG � -� � T� XtSTitaE�- - C I SIZE AND LOCATION I � I _ - /j / � � � \� � _ - -- � - -- -- - - -- � � I COLUMN AND FLOOR � O D � � I B - - - - - - - - - - - - - - - - - - - 'T — �� 7---�- � - - I SLAB. R : STRUCTURAL � �` - — � \ \ � EXISITNG SUMf� � FOR DE K � � � � I � � /i�=�` �� /�� TO REMAIN � REINfOR�EMENT � I � � REMOVE EXISTING SPA � 1 ( �� ' ' 1 ° I I I I I � � I I � � � � � ' I AN CO PUNG � � V � /� / � I I ��_�� I I '� � `r' � � I D LD £ � �� , I � I � � I � I I � , ASSEMBLIES. PREPARE � � - � � � E X P A N S I O N A N D �I A - - - - - - - - - - - - . - � --c � l � FOR NEW SPA � �� I � � � - ' / -_ � I - - - - - - - - // I � . _ � _ . . _ , � , � _-� � a�_-,-�---,_LL _ �-__ � __ . - .. --- � - _ - - - - _ - --� - - -- - - - 'h O �I � - - - --- - - � - — - - - � _ _ _ . . . � _ _ _ . . - - - - -- - � - - + . . _ . ..,� . � - . - � �+ — - - . - _ _ _ . � _ --- - � r -o M.-o� `. ; � �_= A RENOVATIO �1 i L . . . . _.�. / CUT MASONRY OPENING E A S T M E A D O W I BELOW WINDOWS TO PROVIDE REMOVE EXISiTNG FOUNDATION -� FOR 'SWIM - THROUGH ' WALL TO ALIGN WITH T.O. FLOOR , OFDEXISTING CONCRETE WALLSE PATCH AND REPAIR TO MATCH D R I V E EXISTING ADJACENT FLOOR AND WALL VAIL , ; � LOWER LEVEL HEALTH CLUB DEMO PLAN�� — , fP � � � COLORADO a2 - i � � 8 " _ ? ' - 0 " Q 4 ' 8 ` � . . � DEMOLITION KEY NOTES FULL PHASE I • NOTE: NOT ALL NOTES MAY BE USED ON THIS SHEEf. A N D II P E R M I T � REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. REMOVE EXISTING FINISH MATERIALS TO FRAMING AT WALLS, FLOOR, AND CEILING. DISPOSE OF MATERIAlS REMOVE EXISTING BALCONY RAi� SYSTEM AND PROVIDE SOLIO BLOCKING FOR ATTACHMENT OF STORE AND PROTECT USABLE MATERIA�S FOR REUSE AS DIRECTED. � TO ACC P�ENEWAWALL, FLOOR I AND/OR E L NG XIrnSTI�N ME PSUM WALL BOARD AS REQUIRED � FIN SHESL�N DISP SE OF PMA ERIALS WEAAIPROPER I A NER. AS REQUIRED TO ACCEPT NEW EXTERIOR S E T � MA ERIALENSANPROP�R MANNER. MSTORE AND PROTECTPUSABLEFMATERIALS FORPREUS� AS DIREC D. � NFORMA ON.TINDISPOSOEROFBUILDI GSMAERIALS RNFARP OPER MANNER. DRAWINGS FOR ADDITIONAL � REMOVE D(ISTING KITCHEN/RESTAURANT EQUIPMENT. DISPOSE OF IN A PROPER MANNER. PATCH AND REPAIR INFILL TO MATCH ADJACENT AND ACCEPT NEW WALL FINISH 20 PREPARE EXISTING WINDOW FOR NEW DOOR OPENING. REMOVE WALL AS REQ. INFILL AS REO. � REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDtCATED. DISPOSE OF BUILDING MATERIAL � REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS INDICATE�. DISPOSE OF PATCH TO MATCH AWACENT WALL AND PREPARE FOR NEW WALL FlNISH IN A PROPER MANNER. MATERIALS IN A PROPER MANNER. ��I MANNER ANDTIP EPARE �EXOISTING 0 ENINGAMOR INFI�OSE OF BUI�DING ►AATERIAL IN A PROPER � NE AO ROPERT'MANNERHA STOREEQND ROTECQTDUSEABLE�SMA�L FORSREUSEMASEDIRECTED. , KEY PL�1N LOWER LEVEL HEALTH CLUB ❑4 REMOVE EXISTING F�OOR COVERING. DISPOSE OF IN A PROPER MANNER. PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHITECTURAL/STRUCTURAL DEMOLITION PL/`1N � DRAWINGS FOR MORE INFORMATION. DISPOSE OF Bt11LDING MATERIALS IN A PROPER � REMOVE EXISTING GLAZING. DISPOSE OF IN A PROPER MANNER. MANNER. PATCH AND REPAIR WALL TO ACCEPT NEW PINISH TREATMENT. REMOVE POOL, STRUCTURAL FILL UNDER POOL, AND ALL ASSOCIATED PLUMBING. ' I DRAWN BY JEO � � RE�AOVE EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAL OR STORE AS � ELECTRICAL, AND MECHANICAL EOUIPMENT. STRUCTURAL FLOOR SLAB O �, „ REQUIRED ANO PROTECT AS DIRECTED. REPAIR ADJOINING ARF1�S TO ACCEPT NEW CONSTRUCTION. ELEV. 8154 TO REMAIN UNDISTURBEO i CHK'D BY i REMOVE EXISTING PLUMBING FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS � REMOVE EXISTING STRUCTURAL COIUMN. REFER TO THE STRUCTURAL DRAWINGS SHEET FILE A2 - 1 . DWG ❑7 RE�UIRED. DISPOSE Of UNUSED PLUMBING FlXTURES IN A PROPER MANNER. STORE AND FOR ADDITIONAL INFORMATION. DISPOSE OF MATERIALS IN A PROPER MANNER. COP1R1(://T 2000 BY WVIS P�RTNERSMIP P.C. - i PROTECT REMAINING PLUMBING FlXTURES AS DIRECTED. � REMOVE EXIS7ING EXTERIOR GLAZtNG. DISPOSE OF IN A PROPER MANNER. sHeer HuMeER. REMOVE EXISTING STAIRS. STRINGERS PANS HANDR.4ILS AND RELATED ASSEA�BLIES. � PER �DJOININGA REASSFOR NEWONFI�LMASNNDICATEDPONETHEI PILANS. LOOR/WALL ASSEMBLY REMOVE EXISTING FIREPIACE, HEARTH, DAMPER, FLUE AND RELATED ASSEMBLIES. PATCH �� i 1� AND REPAIR ADJOINING AREAS AS REOUIRED TO MEET ALL FIRE AND CODE REQUH2EMENTS AND TO ACCEPT NEW FINISH TREATMENTS. DISPOSE OF BUtLDING MATERIALS IN A PROPER MANNER. D. P.A. PROJECT # 0022000 ,t _ �-. . ; .r . , WALL PARTITION TYPES ; . - -T- ; --- -- ---. �.- -- � -- � - - ----- -- .. ., , - -- i . . - -- --- , ' � . PARTITION i WALL DIAGRAM STUD i STUD { GYPSUM � GYPSUM STC RATING � U . L. I, PARTITION WALI. DIAGR,4M ; STUD STUD � GYPSUM GYPSUM I SZC RATING U • �• � � NUMBER I TYPE ! SPACING � BOARD i BOARD I DESIGN j NUMBER TYPE SPACING BOARD BOARD DESIGN � - � Archit tS ' LAYERS i EXTENDS NUMBER LAYERS EXTENDS NUMBER � � TO � ', TO I i � ; _ . � 2 1 /2' 1 IAYER BOTTOM OF NON-RATED N/A ' � MIN 3 � 5/8" 2 LAYERS 80TfOM OF . ' � N0. 25 GA 24' O.C. IGYpSUM BOARD STEEI S7UDS 24 �'�' DECK ABOVE 2 HOUR U411 �, �, 5/B" TYPE 'X' �, 5/8' TYPE 'X' I � STEEL STUDS � EACH SIDE I CEILING UNLESS +� EACH SIDE �, � NO7ED ' ! 1 j I OTHERWISE q _ 2301 BLAKE ST., STE. #100 � - - -- — � N � DENVER, COLORADO 80205 in .� � 303.861 .8555 F.303.861 .3027 � �, *� 0137 MAIN STREET . UNIT C106 POST OFFICE BOX 2711 � EDWARDS, COLORADO 81632 Z � �Z� I 24' O.C. 1 V+YER BOTTOM OF Z" OR 3' OF NON—RATED N�q I � MIN 3 5/8' z4" O.C. 2 IAYERS BOTTOM OF 4' OR MORE 0 z HOUR U411 970.926.8960F.970.928.8961 N m N0. 25 GA µ� j 5/8" 11'PE 'X' GYPSUM BOARD GL4SS FlBER I STEEL STUOS DECK ABOVE � STEEL STUDS I EACH SIDE CEILING UNLESS INSUL. *� �� EACH SIDE X NSUL F�BER � � NOTED , 1 A I `" OTHERWISE , 4A °° eo v�i . ' o j v�i n ^ I +I 3 5 8" 24" O.C. j � �YER BOTTOM OF NON -R4TED N/A � � MIN 3 5 8� 24" O.C. I 3 HOUR U419 / I � / 3 LAYERS 80TTOM OF i � STEEL STUOS i �, 5/8' TYPE 'X' GYPSUM BOARD � STEEL STUDS � 5/8' TYPE 'X' DECK ABOVE � I EACH SIDE I CE�I�N�G UNLESS ' EACH SIDE I I N 2 OTHERWISE 5 m � � � � ' � N n n +1 ! 3 5/8' � 1 LAYER BOT?OM OF 4' OF GLASS � � � 24' O.C. NON -RATED N A MIN 3 5/8" 24" O.C. 3 LAYERS BOTTOM OF I4' OR MORE 0 3 HOUR U419 ; � STEEL STUDS i �, I 5/8� TYPE 'X' GYPSUM 80ARD � FIBER INSUL. i + � STEEL STUDS �px g�g" 7ypE 'X' DECK ABOVE GLASS FIBER i I EACH SIDE NOTED UNLESS � ZA I . I OTHERWISE 5A EACH SIDE MSUL. I � � � i � � .� m I � ^ �� I MiN s" 2a' o.c. � V+YER eOTTOM oF Mw. 8" C.M.u. ISSUE/REVISION DATE NO. STEEL STUDS i DECK ABOVE i HOUR U419 I 2 HOUR U905 li � MAX. 5/8' TYPE 'X' I i EnCr+ SiDE ' I CORE AND SHELL PERMIT US/ 15/00 1 3 i � ! 6 I � FULL PHASE I dc II PERMIT SET 07�20/00 2 � � � I � � i , I I MIN 6" Q4' O.C. � �YER BOTTOM Of � MIN. 8" C.M.U. p4� O.C. � �YER TYPE BOTTOM OF � STEEL STUDS � S�g" 7ypE 'x' DECK ABOVE 1 HOUR U419 � W� � ,X, 2 HOUR U905 DECK A80VE �� j EACH SIDE I� I 7/8" FURRIMG , . 3A � �� . 6A I HAT CHANNELS i i � I I �' � �- -- � ---- -- -_. - - _....- __ .- - - . . _ - - � � - - - � - - - -- - - - - � - ' - � - -- - - -- - - - - - � - --- � - -- ---- - -- --- --I- - - - -- - -- - �' - - - - - - - - =-- -- --- -- --�- --- - - - -- - - -- -- - . _ _� . .- - - - _ . - - - - -- - ---i ninrcc _ _- � ..,-_ �. . ' �`c .� ' v ( ✓9 ,.. ; -� ,,v�e�- ''�O\ �� GARY M. � ' °s �- A �JA �AS �' � .. �) � j � � _N_ � � � _ :�� /yl . ... _�_ �,�' VAIL � MOUNTAIN ' LODGE EXPANSION AND RENOVATION EAST MEADOW DRIVE VAIL , :', COLORADO � FULL PHASE i � AND II PERMIT � SET , WALL TYPES DRAWN BY CHK'D BY .i SHEET FILE A7 - 1 . DWG n COCYRIGF/T 2000 BV DAVIS PPXfNERSHIP 7.C. ' a. SHEE� NUMBER� A 1 - 1 �`� D. P.A. PROJECT # 0022000 j �, - � � --- � - -- - - � - -- - . GENERAL NOTES : ' - - _ _ . , -- . � � �! ` 1 - ` _'—` , _"� . .. '�- , i �-�– _! �z vn — �1 Lw � \ • . ~� • � �� '� -�_ yQ� � � 5 � � � +� � � � � • �__ Y X � 1 . THE CONTRACTOR SHALL BECOME FAMILIAR � � ` � ' NEW STREET LIGHT � i ' "' �eQ ` � � WfTH THE EXISTING SITE CONDITIONS PRIOR TO ' �' """ i ,, ,,,,, -��-�, '� . COMMENCING ANY WORK . NOTIFY OWNER'S • i � �- ----��_ �-�>>__ � REPRESENTATIVE OF ANY PROBLEMS. • I _� �r �" INSTALL LANDSCAPE � } } '- • \ 2 . THE CONTRACTOR SHALL LOCATE • � � A �Ch � l lS I � _ � • --��-- � - UNDERGROUND UTILITIES PRIOR TO COMMENCING � - i += H„ BOULDERS 2 ' FROM ` , _ PROPOSED CURB ANY WORK . NOTIFY ARCHfTECT OF ANY CONFLICTS. ; � �- �: ... . . —� „ �� u cw � • i \ \ � �x cw —��_�_` �� a. . ; i I - ; — " '"" �— ,: ,,, �S7' � --- " �.� 12' p�p 3. ALL EXISTING TREES TO REMAIN WILL NEED TO ' � � � " ' " � �� w, M��w �RIV —_~-� ' ' — BE PROTECTED FROM ALL CONSTRUCTION ACTIVIN. �� ' � , � � y NEW STREET LIGHT -� " '"' � „ E NEW PEDESTRIAN PAVER � s ' DiP -��_ , � i �' � �— '" � �"' CROSSWALK ` � —�_ , 4. ALL TREES TO BE REMOVED WILL BE ., w 2301 BLAKE ST., STE. #100 � � � , % / � " � �� ... � REPLACED WITH NEW PLANT MATERIAL AS INDICATE� ` / � , . � ,: r � DENVER, COLORADO 80205 — � ��! � , � '"' � u ,,,, — ON THE LANDSCAPE PLAN . 303.861 .8555F.303.861 .3027 __ i n *w 1 - - T ' � ; / `� % � � STEEL BOLLARDS 1' � — —� _ � ° � s+ 0137 MAIN STREET . UNIT C106 � � ° ;' � � ' � �� J�� EDWARDS, COLORAD081632 ; � i I , � i � ��/ , , - \ � ! � I �Q ' i ; �� •/ � ., �� j � ' � / / , � ""f� „ 970.926.8960 F.970.926.8961 i � � _ =- �� . . -� �� - .�� . _ ;� w � �1 � ; � F - � :` � � / � � � � DECORATIVE � , � , , � ;� ^ , � , � ;� , - � � . � �� / / METAL GATE � o � ' i o �= = � ., EXISTING PA ER ! E � � ND ^� � � � � � ' � .. � PEDESTRI N � , � � �� i � o ° � � �� i0' 20 ' _ � 2 . / // � � � � � � � CROSSWA i __ � 4 18' � � � i �� iy � �� 12 ' � I . � � ! �� % �r -�_ .— � �� REPLACEMENT SPRUCE TREES � i� � � � � � � � �� i ° 4 ,�� "�� -C� � " - 20. — � r 'S �>� � � , � i �� ° - " EXISTING BARK MULCH ' � �� r � � � �' � � � ' � • . � REPLACEMENT ASPEN TREES hC�'< < ,= _ �< � ,� o ' '- - - - _ �- PLANTING BEDS ,;,^,�� ' ' /'20 18' � ' - _ „ ' - - - -- � I o _ ' � ., —`� � 18 ' - , ' '� � ; r�� • • • SHROBS 5 GALLON CONTAWERS :. _ - MOUNTAIN HAUS ' � ; � - j I ` � ! I � ' �J' - - - � iV 1 � � � � ,, ,� � � - � � �—�I � ; ' ,,, ; „ ,� � , . � , , �- S' � €X��TING ' _ _ _ __ _ _ _ _ rn � � � - _ - ---_ � TRANSFORMER � � . ° ?'� � EX ! STING TRESS �0 R �MA' N -- _ _ , ' � '�, �� _ � � � ' � .; . � '' � SHRUBS - _ --_ � • L � ; � ` � �, ' . 9/ �. � � �� I `� �` � \\ <9� ' � GRANITE LANDSCAPE BOULDERS � i — .. __ .„ � W __ .. � .. _ .. _� � � � � . :� � � i � 2 TO 5 DIAMETER � ' ISSUE/REVISION DATE NO. _ � O ! � � 1 1 �2" RIVER ROCK EVERY ATTEMPT WILL BE MADE '� � � �` � , `� ��, I , • TO SAVE THESE TREES DURWG � t^ � STREET LIGHTS CORE AND SHE�L PERMIT 5/ 15/00 1 ! CONSTRUCTION . IF TREES NEED E — �_ _�\� � , ; • ' ALL LANDSCAPE � I � TO BE REMOVED, PLAN WILL 8E FULL PHASE I & II PERMIT SEf 07/20/00 2 IMPROVE . , SHRUBS MODIFIED. ` � PERENNIALS AND GROUND COVER y . SUBJECT TO � I I '\ �_:. _, \ ;;. � i MOUNTAIN HAUS ! I . \ ,>. . ' i APPROVAL IN � � t � , � TOISBE REPAWR D �NDSCAPING THIS AREA � i � i , I \ \ . \` I I I � I SHRUBS I I � - , �' ? '� � � � �' � I � ' � � � �" �� II NATIVE IANDSCAPE � � _ _ I � T vZ, � NOT TO BE DISTURBED � iI - - � � I � �-', � \ � � - - - � ' � �� - I � uM�+ 4+ S��S - - - - - - � � , . , � r>-l. �� `^'1 � NEW ASPENS � i . %� (� - �� /, � r ,� ✓` r i K ��`.� � TOP COURSE TIMBER TO BE ` � � - ' � ' � ' \ � \ i , REMOVED AND NATURAL GRADE � I . L ` --- RESTORED - TO BE � \, -�� (� . ` �� i I COORDINATED IN FIELD WITH TOV. � > „ _� ` , � � . � � ` � � I I "\ ; � SHRUBS IN BARK � o � { I � � �l � �� i � � i MULCH BED . � �.- i �, '� \ � I 1 � � �� ; STEEL EDGER SHRUBS IN BARK . ' ` , � � - - - - - -- -- -- - - � ` . - ,14 � _ _ MULCH BED � i -1 �A �� " � ' � � . . \ ` VAIL �:: . > � �� , ; � . . . ,�� '' � , . ` � � 12 ' -- -- � ' ' SHRUBS IN BARK -% � - � � , � - � ' , � - � � _ - - � � � n MULCH BED !j _ - . � - � , 1 ,- - � — — � ! i � � � � , /` � � a � „� t� � � � � --_ _ -�- _ - -_ ' �� MOUNTAIN , . _ �� _ _ _ _ - -- __ _ __ . � �. � �: : . _ . ° ' _ - - -�-f'- -* --'� � _ - �- '� J , z � '. � � � ' � - -- -7 - - - -~ �_ - - - - ; . ; � f � �' . . . . . . � .Y.':"t . :..\ . �. . . . . --_ ! - - - - t- - - - - - - �- +— • ' I LODGE . : �.. ' ' . / . �� _ _ .'. . . . .' ' i . :,y. • 1 � — - . . . . . ✓ . _ . . . . . .' . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - • \ � \ ' - _ �� '.'.' .. .�. . _ � -t . . . . . . . . . . . . � _ . _. . . . . . . . . — — — — — — — — — — — — — — — — — — — — — — � ARK � � ` _ _ • . — - - - - - - - - - - - - - - - - - - -- - - - � MULCH BED - �: ' ' - — — — — — — — — — — — — — — — — — — — — — — � ° / '� I _ . . . . . . . . . . . . . . . - ( . ,:. . . �: • . � � � • . . . . . . . . • . : . • .. . — — — — — - — — — — — — — — — — — — — — — ; � , � � SHRUBS IN B � i � � � � � • A o // . . . . �. .. _ . . . . . . . . . . \��=��. . . . . . . . � . � � .- .� .- -. -. . . — — — — — — — — — — — — — — — — — — — — — = 1 . • � - - � � � �I . . . . . .;. . .; . . .. . . . '. . . . . . ..'::.':. . '. ' . . :. �� ' . . . .� . . . -� . I . . . . . . — — — — — — — — — — — — — — — — — — — — — — — — — � � • � � . ,. . . . . . 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'. . . . . . . . . . . . . . .. . . . . . . . . . . _ . . . . �_ . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . � � . . � . . . r , . . . . . . : �.•. . •: . . . . .�. �. . . . . . . . . . . . . . . . •: : :�. . •. .�: — . . . . . . . . . - . . . . . . . ._;:t}i�:•' :: :: : :�:. -. : : ::'�' : : .•: " ,. : :�. : - .-_ . . . . . . . . _ _ _ . . . . . . . . . . . . . . . . _ P . . . . . . . . . . . . . . .. . . . ... � : : : : � : : : � : : . . . � FLAGSTON BENCH ADS . . . . . . . . . . . . . . . . . . . . . . . . { � _ — — — c _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — � , , , . . . . . . . > . . . . . . . _—.. . . . . . . . . . . . . . . . -: , F , ;. .��. . . . .. :. . . . .�:. . - • �.�.•. .�. :�:; .:. ..: . . . . . .:. . . . . . . . . . . . . . . . . . .� . . :. . .:�: :.�. :. . .�.�::: .�:. : . .: .: . . . . . .. . . — — — — — — — . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ - _ . . C . .�. .�. . . .�.�.�. . . ::. .. . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . � . . . . - — • ' � ,. _ . . � . . i� : : : : :: :�:: . . �- . -°'•:: : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - - - - � . ��. , � . . . . . . . . . : . . � : —� ACCORDANCEE WITOH B HEN : . . . . . . . . . . . . . . . -�°7- - ,`. — . . . . . . . . . . . . . . .W.et{o�.d�.� . : �: . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — — � . � . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . . . . �� AP E � � - - - - - � � � ..: .:�.:.:. .:,�, . .�. . . . . . . . _ . - - - EY PLAN � _ . _ .�. . . . . . . .�.�:.�. :. . .�:. �: :�:�. . .�:� �:��-::�� LANDSCAPE PLAN � :� �: . _ �� . . . . . . . . . . . . . . . � � . . . . . .�. . . . . � : : , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ _ BENCH STANDARD FINAL > � - � ' ' " ' � ' � � ' LOCATION OF TRAIL AND - - , ., � � , . : : : : : : . ; IFIED � . . . . . . . : . � . . . . . . . . . °�� W TH TOW �0 B VAI R . . . . . . . . . . . . . N L. � � ' ' ; � � . : : , . . . . � . . / � DRAWN BY MLR � a�� ,�� 4�� rove� Poth �� GRAVEL PATH TO MATCH i ' � . - TOWN OF VAIL TRAIL . ; cNK 'o aY SHEET FILE L2 - 1 . DWG i � '��'�, / � COPYRIGM 2000 BY DAVIS PAHTNERSHIP P.C. �� / SHEET NUMBER: 7 � LANDSCAPE PLAN L2 . � �2 . 1 1 ° = 10 ' - 0 " 0 5 ' 10 ' ; _ _ - - - - - - - - D . P .A. PROJECT # 0022000 3: GENERAL NOTES : �_ y _ I > I1 _ �Y ��_ � __ ` � � � _ � � - �I I y -� � � � i ,+ _ - - � - - _ 1 . THE CONTRACTOR SHALL BECOME FAMILIAR 3 -�-_ „ � - - - - _ _ _ _ _ ` WITH THE EXISTING SITE CONDITIONS PRIOR TO , �- .. I COMMENCING ANY WORK. NOTIFY OWNER'S � '_ REPRESENTATIVE OF ANY PROBLEMS. _ _ ��,, I _ e,asr " � �° � „ ` � `_ _ _ _ - - - - - __ _ - - - i � - � Archit tS — . \ ! MEADOW DRIVE � —__�� ` ,__ � , ,\ 2 . THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES PRIOR TO COMMENCING � ��" M • , r ��_ � - V ' � ANY WORK. NOTIFY ARCHITECT OF ANY CONfLICTS. ' "" —� �= s,,, t � ��-� • • � " --� _ i -! �� "' � � 3. ALL EXISTING TREES TO REMAIN WI �L NEED TO - I" �� ,, ,w � " � �-- -�� _ � � � � BE PROTECTED FROM ALL CONSTRUCTION ACTIVITY. ' � �: SITE WAL� • -� � . _ _ ., _` � ' � � � i ; 1�� + ... NEW STREEf LIGHT �-��- . '�- • NEW STONE VENEER ON 4. ALL TREES TO BE REMOVED WILL BE „ REGRADE SLOPE �-_ 2301 BIAKE ST., STE. #100 �-��_ REPLACED WITH NEW PLANT MATERIA� AS INDICATED - --- � u ,,,, RE : CIVIL �- • + EXISTING CONCRETE WALLS DENVER, COLORADO 80205 REMOVE EXISTING CONCRETE � � ON THE LANDSCAPE PLAN . 303.g61 .8555 F 303.861 .3027 - - - � < � ,: '"' -� � ,w SIDEWALK - RE: CNIL ' HEATED SIDEWA�K P � d�h{� , '�:� yg� ( h 5 . NEW PLANTING PLAN IMPROVEMENTS WILL BE 0137 MAIN STREET UNIT C106 �' � � '� "" „ �DRAWINGS � TOWN OF VAIL � ` � �� .+'�i�33 ��,►� • INDICATED ON THE LANDSCAPE PLAN POST OFFICE BOX 2711 � � • � � ` _ � " "w � �� STREETSCAPE DETAIL ' ` � „ ' � CONSTRUCTION DOCUMENTS . EDWARDS. COLORAD081632 � ` ��- ... 1_ � � - ! ,: '"' � u �.,� � EAST M�DQ _-- + _ r � t_ 12" D�P 970.926.8960 F.910.926.8961 .. -- � � �: � a� � w � y Lw w �RIVE � � �,-� ' S " C � NCREfE � �� __ � " '"' � ,, ,w NEW PEDESTRIAN PAVER � w " D�p �- • e�,rv � , ` , ` — "' —� „ ` ,� �, cROSSw,o�K � .. � . �1 LEGEND • � � � � ---_ NEW STREET UGHT � �� :.,, �� '- � ' ` ' � - -_- -��- �-� - - - - - - - - - - � � REGRADE SLOPE � 1 � - 2� - ' RE: CIVIL i � �� STREET LIGHTS wA�KWAV -,-, �^ - -_ _ �' � � , \ � ` _ `' - _ _ _ _ �_ „ COORDINATE ALL STREETSCAPE WORK �"" � �z ,,,, i '' ' � � " - i i i �' � ., � \ � � � ` 1� WITH THE TOWN OF VAIL � " `" i i _ � � � ` � � ` � _ ` � „ ENGINEERING / PUBLIC WORKS DEPARTMENI� - � I � ' ' -- � ' ';? - - - - "- \6?3•S - � _ 6 DECORATNE � �: , i � 6. 44+�QQ�y` � � � STEEL BOLLARDS �`,�, DECORATIVE • • � � � � _ MEiAL GATE EXISTING PA ER I ` �` � � � � ` �-_ PANINAGE PEDESTRI N �, - � : . . . �_ CROSSWA � � � ` _ r I - - - � — � � ` - I � I _ I ,� � '_ � I '"" . � � � - - - _ _ � t . � � - - _ _ , REMOVE EXISTING � I _ _ ___ _ _ __ BRICK VENEER��2Q�1 REiAINING WALLS ` � � . ' � ^1 - , ___ REPLACE RE$AIFdMG WALLS AS REQUIRED BY �THE � � -� c - - - - �� STRUCZURAL ENGINEER. APPLY ROCK TO HEATED BRICK PAVER � � � �'" � ` , � _ ` R�TAtAING WALLS AND CAP W�4" THICK SIDEWALK - ' . , , GUNNISON GRAY GRANITE - TYPICAL � � � REFER TO SITE NOTES ' � � ISSUE/REVISION DATE NO. MOUNTAIN HAUS ' � " - � � ` , - � -- , � � i � �. L� - - - - - - - __ - - � � ' ! rRANSFORM ^ � ' ` � � CORE AND SHELL PERMIT 05/ 15/00 1 _ � � _______ FULL PHASE I Ec II PERMIT SET 07/20/00 2 _ `� . � �+ - - � �'� - - - � �89' 29 '�29{°_ ` 12.80 � iil � � _--_ w� �_ w __ r __ r _ rI _- w __ r . 1 � i 0 = 40' 30'00" EXISTING � � I � ` � R = 37.50 ' GAS � a I ' REMOVE CONCRETE AND L = 26 .51 ' � ---, � ! REPLACE WITH 12 ° MIN. OF ` ` v ' t � i TOPSOIL ' ; i EXIS�TI�NG � � ,` I � 3 � 4. 5' CONC. WIDE `, � 1 � � � I WALKWAY � � � '�, i ? I � � i �� , ' ' , � ' a ;> ' , I I HEATED ; � � BRiCK � ; � , �� : , � �� _ _ I I PAVER � SIDEWALK t - - - - ;i -rr � � ` �- . � +'� �' \ ' � �\ � .� �.� `�. ' � �. �' \ . � I S ' ^ � � � fi + f ., �> � \��• i TOP COUHSE TIMBEk �U BE � \ I ` � �`��.�� L � REMOVED AND NATURAL GR,4DE \ � ` O J'a,W�a, �� -- -_ . . _, RESTORED — TO 8E � — , � � � �, �(�`� -- - — � COORDINATED IN FIELD WITH TOV. � � �� I' i' � � � � � � II \ �` I � � i �� y•� � � � I I �, �, �� , � , oE� K ��, ��,, � �� M O U N T A I N �� __ � _ — _ _ __ _ � – � - � � .,, , _ _ _ ; � � � � �� _ � __ � � � �� , , � LODGE _ _ _ _ _ , _ _ — --- � , - � � �� / � � � � lg ' bp ,� � � � �� - - "�� ii% � � � - � � ' �- ' �► I - -- / � ' � i � � �, �� . i� � ` ��o=. _ � ==' � � ' � EXPANSION AND - _ _ _ , - ~ _ _ � _ � ' � � � �� - - - _ _ � � � � � -� � � � - ' ^---- - - � ' ' ' - - - � RENOVATION , , - — . - _ � ---_ - - - - -- -- - , - - ----- - - - - - ,-- ,� , � � � _ , - - _ _ _ � � �� - - , � � _ _ ;, � _ � _ � � \ Zc�� $ // ,, �, _ i ^�� - � �� I � � � �'` � � - ` ' � ----- � � ' ' � �� ' �� ' �� EAST MEADOW aC�-� - , - _ _ , _ � - - - _ - - - - - ,,. � � _ _ _ __ _ _ _ _ _ - - - - - - - - - - 8 , _, , _ _ _ _ _ _ _ - - - - - - - � - _ _ _ _ _-- , - , � � ,� , . � , � - - - - ' ' DRIVE O - � -� - - _ -- - - - - _ - - ' � � - - - -. �� __- ---=� ' ' � � ' � � ' � _ � , ; EXIS�ING. � OOD - -- — � � — � � � —RETA(�FYNG WALL � _ _ _ ---- — — 1� __ � " f , � - - - - - - - � - ' � - - - - - - _ � �i � � / . , - � � � = - = - = - = - = - - - - - ` � �- , � ; VAIL - - - - - - - - � o� - � � , - � � . � , � ' - - - _ - Pond _ - _ - - �' ,` i y„T f � - - - - - - � . � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � �,,, eP �' � : � � ' " � I COLORADO , � ' - � EXISTING POND G�P,� I� _ _ _ - - � " I �' i _ �- - _ _ - ; J - � __- � � _ - - _ , , _ _ . I ' , =' _ , FULL PHASE I , ': ; , ' I �,� Wet, � � os =- - i , AND II PERMIT � ' � � ' SET � , , �` �� __- _ _ _ - , _ _ - , , - ,: � � - � � � � , , . , � _- . � - - - _ , , � . � - - � - KEY PLAN c�a�ei Patn �� SITE PLAN — �„ , � _- � � --- � " - �� ' � ' ' Wetlanas 0 ` � -- � ' �. I ; � / DRAWN BY MLR _ � , , . ' CNK ' D BY � SHEEf FILE L1 - 1 . DWG ' /� Jl �. � � COPYRIGM 2000 8�' DAVIS PAitiNERSHIP P.C. � SMEET NUMBER� � � SITE PLAN . L 1 . � � � � 1 = i 0 - 0 0 5 1 G ' , D.P .A. PROJECT # 0022000 ^ - - __ - — _ __ _ - -- - — - - - - - - -- - - --- - - - - - -- - - - ___ _ _ _ __ _ _ - ---- - -- - - -- - - -- - - -- - - - - -- ---- — - - - -- - -- _ - � r -- _ � - _ _ _ _ _ GENERAL NOTES : ', � w `_� y ` ' _ — � . , _ - . � . �� w _ _ i_ ti t � _ � �- -- 1 . THIS PLAN IS THE MOST CURRENT TREE � � '�� ` ' - - - - _ _ _ _ _ _ _ REMOVAL PLAN. IT IS BASED ON JMP ARCHITECTS, ' j ! __ INC. 'S TREE REMOVAL PLAN ISSUED MAY 1 , 2000 � � � � _- " --�. „ _ ' - - __ _ AND THE MOST CURRENT BUILDING PLANS. -- • �` -��_ � �� ' � - - 2. THE CONTRACTOR SHALL BECOME FAMILIAR • - • � � `� ` — � • - � Archit ts ` • . � _ \ WITH THE EXISTING SITE CONDITIONS PRIOR TO COMMENCING ANY WORK. NOTIFI' OWNER'S � ' � -__ „ � t � �-----_� . . � � ` -� � `_ - REPRESENTATIVE OF ANY PROBLEMS. � �, w, � ' ° -� _ r } � f � � v ,.,, • ` ---_� !_ " " � ` �` UNDERGROUNDRUTLOITIESHPRtOROTOTCOMMENCING � ----� — -- --T---- ~_ I � _ �+ � �� + , _ � __ � � — ' ^ ` ANY WORK. NOTIFY ARCHITECT OF ANY CONFLICTS . �01 BLAKE ST. , STE. #100 -_ _-- ---- - � n � — � _— -'---�_ + �� 4. ALL EXISTING TREES TO REMAIN WILL NEED TO DENVER, COLORADO 80205 _� � , ,,,,, BE PROTECTED FROM ALL CONSTRUCTION ACTIVIT". 303.861 .8555 F.303.861 .3027 - �' - - �` . t ---- � �a w --�� . • _ '. ��_��_ " '"" �- �: :.,, Y• . 5 . ALL TREES TO BE REMOVED WILL BE 0137 MAIN STREET . UNIT C106 POST OFFICE BOX 2711 � _ � , -__ � REPLACED WITH NEW PLANT MATERIAL AS INDICATED �� A ,,�:/. >, "- � �� ,: '"" """ EA$� ___� --- " � ' --- _ t 2^ 9 0 926 8960 �9 0.9 8 898632 � �il > �� - .„ __ _ ,u � � ' - _�- " '"" � v � M � '�-__� � - D-�_ � ON THE LANDSCAPE PLAN . - �. -_ � , �.,� �D W pR/VE --�—�_ --� � �- .. _ � " � � �-'�—� ° � ��p -- • 6. NEW PIANTING PLAN IMPROVEMENTS WI�L BE � � ` ` �� y i_ tl3M q ` �_ — . � . INDICATED ON THE LANDSCAPE PLAN i � � � � ` �' � " '"' � ,, ,,,, � �� .. , CONSTRUCTION DOCUMENTS. � _ _ _ 1 - - — — — — _ •:` 1 i7, . � ` � �, — �: w � ,: a,,, , . � . � . �! � � � � �: �„ I �6. THE TREE REMOVAL PLAN AND THE LANDSCAPE I � i pO � � ! ` �- .,. � " "" -�_ „ I ; PL,AN WILL BE REVISED IF ANY OTHER TREES NEED ! i i � � � � � � �. _ � � TO BE REMOVED . � � � � � � � ' � - . � / � � � „ � - � _ � � .�[- . ' V -� " � - - � `, f` ' ,� t - � � , ; / _ _ __ � , � / : I �' �� .�=- - ; � � -� � / � � i � , �� . 1� � _ ��'� � o � �`, ` ' !� o 0 0 0 � ., _` ' � ` � ` b o ''' ° — ` �', - +: ' �— . LEGEND - - - - ° �� _� � � .''�-�, � � , . _ , � � ,��\�� \ � 1= ' i �i` STREET LIGHTS � ,l � i �- . � � <�, y< < � � i I - ' - - - _ _ \� �� i � - ' - - - _ _ _ _ _ _ ' I %� � TREES TO BE REMOVED I O . + � � �,�0/ � J . �,Y ' _ \ + �. • � J Q 1 �1 I � � � � \ /'`�/� � � V I � - I^_ Y . � ! i �� /'- _ � �� ! `�'�/ i . II ��;%��i�� l <y,� ` � � i�.� � EXISTING TREES TO REMAIN _ � � ! � i ' . \ i � i ISSUE/REVISION DATE NO. , ,, ' � '� , � �.�� . , ; ., � �� i � ` , `_ \ . � I ,� ' � � t � _ _ _ _ _ _ __ _._ __ - - - - - - ,-, � ` `� CORE AND SHELL PERMIT 5/ 15/00 i � -_.__ - �� -_ � Y� .; G � FULL PHASE I & II PERMIT SET 07/20/00 2 � - - - r - - - - � � i ' �� '� \\ • 9� TREE REMOVAL NUMBERS ` r w,�'� � � � ty y� y �� q� — • � I _ r __ r __ r _ r r w� — � _r� � ?�� _� ' \ . �� . � t �� 42 ASPENS 1 " TO 8" CALIPER I EVERY ATTEMPT WILL BE MADE " / �� i � '� �%L � � i I CONSTR CTIONE IFETREE�S RN ED E __ - F � '/ ' 11 SPRUCES 10 ' TO 60 ' HEiGHT \ � �f � � TO BE REMOVED, PLAN WILL BE ��- � � , < I MODIFIED. - I- ' ` • � � � y � i i I r— -- ' j\. I \ � i � � � � � ,. ,av'^•• �A � �� j �--� � � y<'��`I � . � � � �� , , 1 �j � 1 ` � ?„ * -- - ` - - - I , . � � i. .. �x � � v? � � I � � �� rti �e. J I I � 'y� . 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Q _ _ - - � - - - - - - - - � \\ � _ _ � _ _ _ _ � � ,� 2� _ - - � � � � / ' �J �?�' �� o // ' •\ , � / � - ` � ° �� 66 � ` / � . \ �� . � � ' - - �— • � � � �� . > ;' EAST MEADOW � _ _ _ _ _ _ � - - _ _ _ _ - - _ - . � / � - � -- -- - - - - -- - - - _- � - �-= �o - _ _ _ _ ; - - - - - - - - - ' ' � - � ' \ , _ - \ ' � _ _ , 8j - � - ' � � , � �, � �` - DRIVE � _ - - _ � - - - - - - - - - - - _ - . . _ , 1 . - 1^ __ _ �� '� � ,,, J ' �- � , � . � ' ; , � EX1STiI�FG,�V00D -' ��% � � - - �� --� ` � �- RETAI �YNG. � WALL ' � : � � �� 1 � _ _ � � _ - _ - _ - _ - � , - - - - _ � / � - . ,' �' ' VAIL / � - - - = - = - = - = - - - - . . . . � . . � ` ' �J . ` � �'' ' } � , _ - - - - _� � � � " � , - - L ..�..r.+,-'s . �` ? , � - - _ _ _ Pond _ '� QP,'� i ; ,"' ' ," ,� , � � _ _ _ - _ _ _ - � � � 7 , �, � �-� COLORADO - - - - - - - - = - _ - ° - o i � , �' ' - - ' , � � F - � � - _ _ � � - G�P ,,, " _ _ _ - - - - -�, f_ -- - -" _ ', ,, ;. I ; , , __ - _ _ _ - - __ , � _ - - � , J`, - - o - , ^ N\, � o , . \ � , FULL PHASE I ; , ; , � -- AND II PERMIT �. � t� � _ _ � _ . � � � �� r , SET i i - ,, I ; , ,� r _ � ', �_- i ' -- - - - � � _'�� ` - � ; I � _ � := - , � i � , _ - ` f � --� ` __ / �� r - � I : � � _ _ iO�� ! ' _ _ �, - I� - - - - - - — - - — - . , ' �� KEY PLAN ' ' TREE REMOVAL PLAN � Grovel Path - �� !�� , �� _- � � ,, , � _ , � _ , _ _ . C �. ,� h , �' ' - Wetloncs ; ' ` / QRAWN BY MLR - - - _ '� \' � y( ��, - - , � � ' 'b4 ,� i ' , . . _ . � - / . � � � CHK'D BY i � � SHEET FIIE U -O.dwg _ /� Jl i. � ' ! - .`�r'-. � � . �. COPYRIGM 2000 BY DAVIS PARTNERSMIP P.G. � '. ' SNEET NUMBER: 1 TREE REMOVAL PLAN � ' L � - O � � . 0 1 " = 10 ' - 0 " 0 S ' 10 ' � � D.P.A. PROJECT # 0 000 , _ . . � , . _ Y � � � � � � . . - .. . . . . . . . . . ' . - ' . . . ' . .-. ;. " . . � .-.� w . . . � . . . ' ' . ' . . . . ' y `� ':ry ` sf' ' 'r . . . . . . . . . . . . . � . . � °_ � � ' .y� � :I� � � , - - . _ . . . � � . . . . . . . . . _ . . . . , . . . . . . � . � ' .. . , y��. . ; . _ � . , " 6i5F'ERSE LARGE ROCKS IN THfS ZONE U � " � PROVIDED ROCKS �0 NOT INTERfERE WI '�. 9ACY.FILI_ CO�dPAC?IpN REOU�PENENTS J �. BGU!CERS GREhTER :r+ .4!. � B" TC BE REM ;; :�.-: ,J -, . FROM BACkF:LL �.ND J SPOSEG OF C�F 5: : . �� ` " I / � �: I V � � I r NQ ROCK ALLOwED GREATER THAN 6" ! � � STEEL BOLLARC SEE ARCNITECTUAL DRAV�INGS � � � � � 1' sE� sa� c � �::a -� otis � c� � � N �. —�----- - - COMPaCT:pti REOu�RE��Eti'S � `� O O . !< . .-?r ^. C'-, yc ,v .- �, ._.� � � � INSTALL PAVERS rCONCRETE PAN vnRiES FtE: ARCH i4ON MIRAFI / ,- ASPHALI PATCH BACK ( 2 - 2 " !_ ' ` TSi CURB AND GUTTER PER COLORAQO -� / Z O �' � � . 3� SANDBED WITH SNOWMELT ^ / RESTARCH AVERS DOT STANDARD M - 6O9 - 1 i � 2. _ � r Z m (J � SAWCUT � :: RE: MECH I � I CX� C - : n� � p ;� • r' ` AFn� T ' h0 ROCK ALLOYJED I 1 � I � ; .. � �1 l . �j +-� V.�iR1Ls .3 . U'� . J +-� � �^ - �- i. SPHALT PATCN ,gACK � 2 - 2�� ' iFl � � GREATF4 TNAN 5� i � 1 BEB�!NG ZON � � � C 1 � — % 3" SANDBED wITF! SNOwtitELT � � � � s`� "� � ` " �;^^' � zs �a / If . 5' 2 � TYP � SAWCUT ' Q • �� 'R � RE : `� ECH zxu�N � � 1 � � � � � r �XIST�� NG PAVE".� FNT PIaE SUBCRnDE. STnBILIZnTiON �- ��- -_� � ; - _ , � ' 1 � � , � ��:aRiES �� MATERIAL IF RECUIRE�—�� , , , � Z � � � . . . . . . , . . . ' . . "_ .. . , . , _ . . ' _ . . _ - � �N zx MAZ �x TRENCH ZONES U G � , . : . , ; _ . .. . > _• . . : . , _ • .` ` -. _ _ -. - � • � � � 6" - 8A5fC0URSE � .;; � � `-: �, = -- _ -. _ : : � `� -_r _ - _ _ _ ' �. ` TRENCH 8Ap(i1LL �� . �: � COMPACTED TO 95� - - - - _ . _ � . '�4=--.-- - - � •�,� o � - � � _ � o o_ .i�, STANDARD PROCTOR ` - -- _ �� °o° ° oj T � � INSTALL 1 " DIAMETER 6 " - BASECOURS� 06 ^ • 6 " - SCREEN ROCK COMPACTED TO 95% C.OUP�CTED 3/�' � �!` oQ �' ^ SCREENED ROC � , 06 o� " � i . BEDDiNG WEEP HOIES 1 ' ON CENTER STANDARG PROCTOR 60MP CTED� TOS95% ' Qo � zoNc : , ACCEPTABLE SUBGRADE STANDAR � �R �„ ��R % :, � _ � ACCEPTABLE SUBGRADE uNo�sr�Re ' � � � r ' sa� � = . , 00 � � - "oo,o .o �_ � � . . i O� ' Y .// \ /� Q ./ . ; �- , . . � i 1 %i. ;,. , . ��'�/4 0.� . I � :� PtPE SUBGFtAD � 6—�� t 6_� 6' `AIN u, ^) ' • ' � - " W '. ;� PIPE BEDDiNG ZONE O Q O �-;: �:��- : A PULL OFF TYPICAL SECTION ( NTS ) B CURB AND GUTT�ER TYPICAL SECTION NTS ) C PIPE BEDING DETAIL ( NTS ) � o Q :�� W � F� cn ? o t`' ' -r INSTALL PAVERS REFER � 1 4' Q J �'� ` TO ARCH PLAN FOR E � � I- � �,: . PATTERN , COLORS N Z Z U MATERIAL SPECIFI �ATIONS � Q � � ° O J 2" SAND BED SEE ? LrN v. Ev+ . � ' � '' a . . � c — - WITH SNOWMELT FOR SL �PE 1 � " ' � � ° J ` Q • � RE: MECHANICAL � DUMMY GROOVE . JOINT, CURB & GUTTER .S' O. C. _ � : SEE PLAN FOR JOINTS IN SLAB 6, � -J ' Q =' � � CONTRACTION JOINT W ) ) ?' � = � , 1 . 5' . VARIES 1 . 5' �j nts 5 � I I � �� 140t� M � R .+ � i �� > 6 �?. � � �� ;:;�, . ' p,�`' � , '„- , F� �!��;• . - - POURED JOINT SEALER , � ��, � �' � -' ' _ ` = - _ _ � 1 /2" PRE- MOULDED JOINT FII.LER 1/ � i i �. • ' - -i + - �' _ _ \ I - ' _ . _ _ _ _ d . � � • . :: INSTALL 1 " DlljMETER i = - � : i - =L -. . _ ' . . ° :' - , a �.�' — . . . - , r . - , � -. I � _ - _. _ , . P - - - � - - - -- - \ � ' � WEEP HOLES 1 ON - - _ ' _ - _ _ - = c ' SCRE - tv ROC� � `� � �� CENTER SEE PLAN VIEW = _ - - I � - �=` - ` • ! S - I�. �, , . - . _ - � � '-� -- - - - -� __ , CURB & GUTTER 100' O. C. � �.. - _ _ _ `�T. = WWF / ' ` � �- ACCEPTABLE SUBGRADE E X P A N S I 0 N J 01 N T % , , 8" CONCRETE PAC � nts ; Q . � . � �� D DRIVEWAY DETA ( L ( NTS ) _ E EXPANSION CONTRACTION JOINTS ( NTS ) F HANDICAP ACCESS RAMP NTS r` �;. �, . � �.: : ' � ;- , _ ,., �t� MIN. BEARING SURFACE AREA - SQ �•" EXISTING FT (FOR 200 PSi iNTERNnI PIPE PRESSURE) ; � RETAINING WALL 80ND BREAKER 4 MIL �'� . SPILL CURB AND GUTTER PER POLYETHYLENE PLASTIC . � : COLORADO DOT STANDARD M - 609 - 1 HEATING PER MECHANICAL 4. 5 FT TYP < � � r 10 GAUGE INSULATED COPPER NnttE % ? - �2 . 0+�-2 . 5 ' � ASPHALT PATCH BACK (2 - 2 " UFTS) IF REQUIRED - - ' � � � �` ( TYP ) � �- SAWCUT T � r ShinLL BE L/+�D wiTH n�L PiPES - E X! S T I N G F A VE M E �v ? 2� M I N . 4" CONCRE E av!N „ � - . , - 'iu�yj�_.= _— 4 h 2� MI % ♦S I � — __—'____—" _ � � - ' � / �< . � ' �♦ s � t � � ' � � ._— - - - � � � � � � � � _ CAD WELD FROM PIPE TO PiPE _ : � - ��- _ - - - _ . . . _ - ' '•� '� �j - - _ . -_ - - - - .�_� I � � � � ' 6" UFT CLASS 6 BASE COURSE _ ' � ACCEPTABLE SUBGRADE � COMPACTED TO �. , � ., OO � - 95� STANDARD PROC'OR • � a . 6" CLASS 6 BASE COURSE . '� raaciNC GnTE EDGE oF DiTCH � COMPACTED TO 95% STANDARD PROCTOR oNDisTUReEC rnPawG vn�vE �� , ,� � �' ACCEPTABLE SUBGRADE EnRTN SLEEVE R:. r �, . . EDGE OF TAP HOLE f , F�r EAST MEADOW DRIVE LANDSCAPE AREA i � ' < - - � � r . �, 10 GaUGE :NSULATED COPPER WiRE p . i - - - - , SHALL BE LAID WITH ALL PIPES , � ,+�- 1 '- 0' -,f 6'- 0" —,f t k" , SER CE E A Sj (TAPS 4" AND OVER) �� PLAN � : . • ' � � , I. �'' �5;� � . .�r r� - G CURB AND GUTTER SECTION NTS �e ��' ( ) H CONCRETE SIDEWALK DETAIL ( TYP ) �. , , ..,� �� --� �� r � � � PATCHBACK OR OVERSIZED � 4 SAWCUT BASED ON EXISTING CONDITIONS �, 7 � �� I INSTALL PAVERS REFER ' 7; TO ARCH PLAN FOR ,; PATiERN, COLORS � MATERIAL SPECIFlC�ATIONS �;, ��`��'' � 4 FT (TYP ) , , �< .; :. 2' SAND ,� � . f� 140N MIRAFI 18� CONC. PLAN VIEW VALVE BOx ��r' . r � EXISTING ROAD SECTION �� MIN. BEnRMG SURFACE nND GA � 1 3 ' �� , ' \, B�� CONCRETE PAN g AREA-50 FT (FOR 200 PSI `-q�� < mI < 3� I \ ;' tNTERNAL PIPE PRESSURE) �;� ' � � 2.0' 6' 8� � 6 2.0' �-- ' 1 " DIA. WEEP HOLES , � 4_ � ASPHAIT PATCH � , ASPHALT PATCH o 0 0 0 0 0 0 � "`"- ' 0 GAUGE !NSULATED COPPER WIRE ��, ; � BACK (2-2" U S i I � ACK (2-2' LIFTS) o 0 0 0 0 0 0 '' ' ON CENTER ? 1 �� FT � " � FT TnPPiNG ,i � o 0 0 0 0 0 0 �� SHALL BE LAI� Wi'H A�L PIPES SLEEVE � , I j o 0 0 0 0 0 0 ' �' � ti 5 � � i1NpiSTURBED �� / TAPPING GATE � ,� o 0 0 0 0 0 0 /' . •, ; � ,� . y , �.��., .,- _ O O O O O O O "7 � GAR 'H ---�1 VALVE t . o 0 0 0 0 0 0 �� ; -� - _rTy�T� :- � �i `. _ , _ - _ I �� ' , , - �n �vE ? nND OR UNSTABLE GROUND `��/,� . � � , .. ' ACCEPTABLE SUBGRADE � -4-d. � 'J ' � _ - � .- ' �_ 6' BASECOURSE p r!1_ TRENCH BOTiOM WILL BE BROUGi3 .�� . • • \i\�;� '�: _ .::}, r; J - :,_; _ � �� , ., SEE PLANS FOR ROPOSGD ro GRApE vnrH t - t 2" ROCK TO �� ' ' � . - -,_ ,�,� _ 6' SCREEN ROCK MATCH EXISTING ROAD SECTION SU°FORT THRUST B OCK ` i . . , �>. .:` . �- �` :`.;Z� n� . INSTALL t " DIAMETER - '�,-_ . - - ' �/�,:, � • ' 12 . , WEEP HOIES i ' ON CONCRETE PAD 1 - 6 " LIFT CLASS 6 CABC cENrER SEE Pu�N wEw COMPACTED TO � � ° �`� -�� '` '� �� ='<� �`��%�"�� DATE: JUNE 26 , 2000 ,H,� 95q STANDARD PROCTOR ACCEPTABLE BGRADE ��° �a BoND BftEnKER < Mi� ao� rr �Hr�_NE UNIFpRA� CONCRETE BLOCKS � PLASTIC EvERYVhiERE CONCRETE � CONTACTS PIPES, FITTINGS, BOLTS, & �NO WCOD BLOCKING SHAL� NUTS E USED) NOTE: MINIMUM LONGITUDiNAL SLOPE OF CROSSPANS TO 9E � a ELEVATION SHEET : ; 40F4 ` � I BRICK PAVER CROSSWALK DETAIL NTS J CONCRETE CROSS PAN DETAIL NTS K TAPPING DETAIL NTS � ��-�� i . P \Pro7ec � s \00010\owg\CD-6-20 -00\tletaiis -6-26 . Owg Fri ,lul 07 1i: 27: 11 200D ., . - . . . . . - - _ , � . - • . . � U '- ' J ..�x =� J 0 .; :: o+ oo a �; � � � ��d� � = � — � � � � � � t �. � � � � Y ` _ �-I- SQ . Z � ` x`•` � � �Top Back of Curb(Proposed ) � � a � ,:: ' � � ` + : fr ' ` _ > -=- ' Sawc� t L�ne ( Surveyed ) W Q :, : - - � N : ;r � � � ► � 0 O '"�`z ( _ � � � � _ � p :��,, � � 1 + p� Z X Q � se - � � � .;,. � — � .=Y. ; � � �� lowline ( Proposed ) / H 0(�/� � tt 1 c,- . \ 11 ` Qi � � w O � �_' ' ► 7 1 . . : . � � � �' ` J I '' ��. . ` \ � �' �_ �_ 2 �/ �� W • O� \ . }; . .� � _ _ ' O � O O O .1� �: ' ` _ ` � ' _ _ � �. GO a +/ ^ L/ ^ '� ' . _ J I ` � ` Y o �: " � � 2 �, , ;�� Z `'1 - Q) ":,`•.ii • - . � � _ � � � � � Y �� :` Z � � a V G � � w+';,T ' ` � � � � i '� N � ,�;, ` � � w _ ` �- �� \ ' - - _ _ µ � - Q Q �`;';. I � - - - � :�:: � � � — ' - - - � � _ � — : ` \ ` .,�, ` � � .�_:` � � ,j.�.. � \ W �� \ ` � J �_i:`� . � ` ` \ � � � \ \\\ O . � - � � a/ ;:: � � � � R 39 . 7 ' ?� �� . � �\ "s d � �` � . � � � � 0 � . . � Z :;�i J � � � j� �\\ Q � O ': .�,_ � � O J J _' � � Z J Q � � �:' . � - - �� Q Z > U � S \ f . ;�f-: � � �\ a Q � � ., . � � \ � �� Z O ~ . . a�` � �� Z � '' � \ �� O � .�; � � �\ � � (� ::: � � � -� ' W � J O �i \�� Z j (9 \ � Q �y':; i � X Q W � k °o � . � �� _. m �:�: ` � � , .:. � � _ . �'< �\ U � '°� � � ; � � ` � - � \`� m � :; ��:r. GRAPHIC SCALE \� � � � y « . � �o .� _ A � � �� —`�� d�cu _ � — — \ � , ( W FEET ) \ � � O - r' . � � . . 1 inch = 10 ft \ v'� � �� . w : � � � '�s � � c= PROFILE ; �"�`,�-'-, SCALE 1 " = 10 ' H .Y,_ i �. _ 2 � V � a . ♦M�, p i y�•� 8 � 8� - — — --- - - � . 8 i 80 _ ,�i �� . � j j ' � ' � o �i , � i ; ; ; � I � �, < l ( � j i ; � . I i i .� ��"$,,. - . � I I . � ; ! ; , �{ � i I � I � � I i � i � r� � i - _ I . i � . � � ; �� I ' � I � f ' � I , � I I � ' � � i ' ' , ' ', � � � � , � � � , � � u , � , � I � , ;: , i � o I a� ; � ' � � . . i I J � C , ,. �� M � I .. � I � I O J I � I i"{e. • . ! � I I � � � � N . y ' � ' I '� �1 � I � Flowline (Proposed) I a �, o0 oao � ; i i y ' � � � �� j . � � Sowcut Line ( Surveyed ) I c ± a �� a ; ' , o , ' ; a `"- v ' � ; � m , ° o'� ; D Propqsed Rcmp Fiowi 'Ln enElev = 8171 . 36 I 3 �' Top Bock of Curb(Proposed) ! , �� '��,- I � � — I _ — n S�Min . I — N = w _ 0. 5� Min . — �' — _ _ — ; — — — — — — i — '� � > I ! 0. 97% � - 0. 90� — — — — -- -- — — -- — � I -� _ w , `� � 4 _ o i � � ' I 0. 597 � 0. 74� - 1 . 88� � . � �+� 4% � y . I ) I ! � . 7 � . � . � i � v � R�-c I w -�-_ � Q . B� % li � 1 � ' I ' ; � ;�` 8170 i � , i ; ; , . � } .70 ! � d i 70 ., 7 i i -1 . : ! _� T ' � �' �. —� �, ' I � I i i �, I 2. 07 I � I ; � � � I � • i ' � . 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I �/ ' 3 j 1 �I � � ' ' I � I�^� ;� �l� � � . � � 7 � ' ' � V ! i : ,`,� � J � � ' � � ; i � � . ; I ; � - ? - Cc=, � i � , o � ; � � � ' ! ; � o ; , � i i � ; ° � ` i ' i ' I ; r�= DATUY ELEV N i a � j � � � i i DATUY ELEv r B1B0. 00 i � � � ; . . � � � � � �I � o in, '� op � o� a mj n �p� O r"O - ��; o r� l n � oJ .7' n � e � °I n' o n � n) � � r�� ^ ni � n� � n ' a i� li � ^I � n� ° DATE: JUN 26 � 2�� O N O� r7 '° � � � � ' � n I � '� n n � r � , ^ ' JOB #: 00010 a �I `� , r. r In m m o m w m ,�' m �oI � mi � . aoi � ,oi �p roi � ,�� m.. m co., � rcr ;� ml m w� a o _ . � '. � I ' � � �� t i � +oo z+ oo 3+ 00 � SHEET � 30F4 i �� . NOT FOR CONSTRUCTION � " �' � P: \PrOjectS \000f0\dwg \CC-6-20 -00\ 000 ] ONORK6-26- OOJAMIE �]wo �r � Jul 07 ' : 2G: 04 2000 _, , . . , . , . . . . . . - � . L� , ' � '. . 4. �.> �'ii i. ; _ . . _ :. � ' �� .� . : . - . ' t-i. '. ..l - . rr - . � . • ' a . � . . . . � . ' - : . . .. . . . . . -._ . , . . .: i � -. .�, � , . . .. . . __ . . - �� . . . . . . "" _ . . . - " ' . " ' ' ' ' _ ' _ '�_.� ' .. ' . � � - :, " . .. ... . , . . ._ . . , : _ . � >. �. .. ... -.:- . - '.. : •- - � ' � .� _ .- . : .. . . . �eC��MM! . : ., . . � . . , :. -" - - � .- � .. . ' -.-..� -. . wr" L� `_ 9"7r� ti - � '1.;. � 'i'G� P'+_ . _ .'' C �S.'3� 7Y5.CL3}�'.Q"1'��'n �S _ '4k��'�R�R7T !�F%' . � . . .,.: � ,. _ ?' �Yy.+'K;" ! -y1. ..: �:1i._ .:�C4�. iduZ- '_. *^S�+l .� �i*2Y �4'L��[�.6 �:�Y:�v.T�!Y:iv.i -`"j.' , � �� i. � . _ . . . . . . . _ . . . . .. � . . _ . _� � - - . .. . . -_ . . . . . . , � , _ .. . . _. ... _ � . . �"r '� +r.. :�*t� _ � . . _ r'?!�s�• � _ .. �� .. . . . . . , . . _ . , r_ , _ , _ - - - - � , � . _- . . . . . . . . � � - , � . , . �i� . - . � �a� r�p �"�, ,,r��' d�'�i - A U f GAS SERVICE TO 8E INSTALLED. J COORD!NATE WITH PUBLIC � J SERVICE GAS COMPANY. ' A SNOW6AELT SYSTEM IS TO BE PROVIDED ON T11E NORTH SlDE � = � � ' "- • . _� CONTACT: GARY HALL I OF EAST MEADOW DRIVE AS DEPICTED HEREON. v • (g70) 262 - 4057 rj j CONSTRUC710N DRAWINGS WILL BE SUBMITTED TO AND APPftOVED � � � , - ,; � �_` ^ ^ • �` �� BY THE TOWN OF' VAIL PRIOR TO CONSTRUCTION OF THIS SYSTEM . i Z A, � . - =-j--- -�_- � - - - �� - �NST~_ � �, . -- ----- -- --- -- - -- - - -- W � J . �- , � - _ - - , � HEA �D SID�� `'NG EDGE OF ASPHALT (TYP) i NOTE. C�OORDIN E GINEER NGE/T?UBLIC WORKS DEPARTI�AEON� � W � i , ' �A � �. . , � . ___ , ---' X �- . . � S ,� AD , , -- - 1 � � _ _ � --- - �. . _ ------_ ; DRIU� _--- -� . - _ ------- --_ -- - _ , � , _ � �� ` _ F '"-_-�=-�_t2 E yk _ '- . ' -� ._ � . INSTALL HANDICAP !� � i J ��. . �, ` _, ' ----_ -< i � -__----,:_ F ,+c_ - - - - � RAM ( EE DETAI ) �i� W � ' _ . -- -- - � � " - - i i b �� __ f _ _ '-<� c _ . � P S L �. ,�, « - -- - � snt. � � - - . _ ' - - _ __c --- • EXTEND HEA'ED � t � - c -� t ' ' - ;;H � _� SIDEWALKTO EXISl1NG `� " � ., MATCH INTO -__~-� �- ' ? sara _ ; � � -� � ��` � n'- - � HEATED LK _ SIDEWA � "� rn EXISTING PAN . : `: ; 6 �` ---- -� _ _ � - "�-�. �' INSTALL 3 �T CONCRETE --- � _ - , - - � .� �`;�' »:� EX EL�C�RIC . '- y� gA �r DRAINAGE PAN -- � .� - / `- - ` MAN �� ---- � _, ^ . (�AI7��-BEFNNfl--�URB AND ` ` INSTAIl PEDESTRIAN • / U �:) - - - sAr� ----._ G11TTEft SEE TYP. SEC�IOA) s '"�-�_ --- ' � , � . _ - �: . . . � t ,___ . ' - - _ __ PAVER CROSSWALK � � � o. - - - - - - - - � -- - �_ ; `�, _ --- ' z s:..l UM SLQPE 1 . 5: 1 6 x' - - - _ _ .: a: � - _ _ / � Q �� _ t . _ . `-- , � � - i---. F2 c �_`E: LANDSCAPE PLANS (TYP) INS ALL STREET LIGHT -- � r _ _ c � _ _ , S�OT T -- / � ��' !! � - '� � � c.�+�' �_ RE: LANDSCAPE PLANS TYP ' s; 81�68. 84 s� . _ � -.- ,� - - - - - . _ _ . _ -- -- � p �_ __ ( �- :�' � I I �''� W - ' . -�,xA ,- . � . ' z SAN . � -- '- � �- - -- ... ,�i � * - - - - 1 . ' . ?u \ _ _ . SFO T � ��s: �� ,'�t�tir� , t'_ ' � sa,v . - _ -- �: - -- _ � , -` 24' �' �: INSTALL 18 INCH CONCRETE ,' �`' a � 8 � 85 8171 �-- -- , • • ` . , . , , SAWCUT EXIST]NG �--- '2 Snn � -- _ .= _ - �-_--- � ,• . ' t E �fLEPHONE ejsg • 817 - _ _ '_�,�- ASPHALT (1'YP) � - _ "``� ` _�- � -- -�` ` _ - - _ ,, BAND (7YP ) � t,�ANHOLE INSTALL - ! � � , - ``- ' � s � . �� ' � r � �- . CONIRACTOR MUST OBTAIN - � �� NST `� � RETAINING . 8174 � ' � t ` � , � - � ' � PERMISSION FROM MOUNTAIN H11�S , , - - ^-' �'< -- _ I ALL HANDICAP 2 ' ay - -- ":'� PRIOR TO WOfZK IN THIS • � i �j ^ WA� 8175 --� ' - / t ' RAMP(SEE DETAIL) �� 2 s,oh� / . ': } ,., �A� I I � a j i ,87g8 � � SLOPE GRAAE 1MTH ° lNSTALL STEEL BOLLARDS ]� � =' s:,+� -- � � I O � I � LANDSCAPE BO�ILDERS ' � �- � �5� ! I I � � Z i � � � , f � -� _ _"�' ` RE: LANDSCAPE PLANS (TYP) 20' l � i2 �n*� � W Q � � �AND REVEG. �'% i j� i � 8167. 56 R�': �iA1�SCAPE PL{�NS ` __ _ - ' _ � ' _; , INSTAIl 3. 0 FT CONCREIE J � INSTALL HEATED i '' � ; , � -� � . ". , , - ' -�' ` "� s'_ _ ' �IB€1"lA6l4 �1'? , I � 0 � ' � �.� �---� �, ' W � \ ORAINAGE PAN / BRICK PAVER ' � � ' # , �� , � _ - - � � ' { 6 l) , ' = DI AP ; . _ " _ _ S• . � _ - � ' •., � , � � f " '. "' �- _ ` SPOT �-'" � � � , ` RElAOVE EXIS�ING WALL a��5 ' � , �1T � _ �'\ 8172 gTA� P � � \ P �� _ , . . _ _ O J O � f I lNST�LL H{�N ., �• � . , CESS �� :: - + 8166 . 2? • � _ _ ` , �, ' , AND REGRADE TO ED�� _ __ - " - - g�� SEE Typ1CA��LLdU • � ` i , C �, M �;,� . - - - - -- - . . _ __ , ,,_ _ _ Q O A R� ,��.; . • - ' � , OF SI EWALK � -- 5 � , SEC71 _ � � ,1 F � Z U , ; .t�Vlo � n t a 1 � j PR SPOT � � � �. � �EE 7�YPICAL SF�f,"f ON � �_ � �, � - �.� • � \ !, '� �� j _ .- -�-- Q Z � � �� 1 165. 50 Z � - lNSTAII HEATED BRICK PAVERS ` \ � i - , 81>6 �:` ' _ _ _ „ � � '� i ; � - _ a �-"JJ J 1 ° � SEE TYPICA'L SEGTION � , � F- Ha us �- - -s�: , � - , � ; � _ , _ - _ _ - � , � � . �� 6 ,�I-�"`f , a. � o } � .;� ' , � __ _ _ __ _ - , . � � \ � __ ,- � . , � � _ � �� \ INSTALL ' RETAINiNG WALL {TYP) ' � D ; I � • ; _ _ . _ - _. _ _ - - - � , n � � � '� 5�: F�E TURAL AND ARCHITECTURAL VJ Z Z � � _ _ / 7� p 1 - - ,; «;; 1 � 1 � l� 1 - - - - - � � � SFOT - - - �, - c , / _ � ` , , gf7 SPOT NoTE: � SEE uwDSCAPE 8173 ��\ - _• : S � P 1R�JC � 4t PR SPOT ' � � ;' I . ;i��65/ 18 - - - FACADE OF . FIF�ST rL00�t � r. ` \ \ � - � � � � � Z � 1 2. 40 � P�wS FoR ��- � � �' �� , l � 0 3 0 �-- S� 81&5. 30 ' i � /;' A %/��gc � � ' ` _ � � � = � 817 '1 � � ;. ., J ' > \ PR SPOT � Q } i 8166 . 55 Z 'r � � - � � � � EXG - y,' �, � � � 8172.18 � � o _ _ � � � - -- - - - - , � TRANSFORME - -� � 1 EXIS7ING � -� W , . � . �- REMOVE EXISi1NG CONCRETE � � � L� -,� � CATCN BASIN � � J � o- `� _ . g � V _ � / HAND DIG SWALE SO NOT TO \ � � ` O �� , , � - _ � �. � DISTURB MAJOR ROOTS ' � �<y � �' �� , � Q , - � / � INSTALL 18'x18' NDS INIET •-,--�-,.. _ - ��o � - - - _ " -- - . . -- _ � -- -- 4 � \ \\` � W '�. ,- - ' � � GRATE ELEV 64. 80 �' �� , � 1 --- \ � �� ' � r = � - '� � GA �� O � � \ v: , : r � � � ►NV EL = 63.25 � '� I � • • ,�, . I HEAT TAPE GRATE AND PIPE � 1 ` \ � y ��, ' RAISE TRANSFORMER 2.75 FEET 3" GAS LINE 6 "�IA. WATER 1 = ' ` \ c �i "- � � ;' I � �� COORD W/HCE, AND ARCH. (EXPOSED ) SERVICE VALVE > - \ �� ,� � ' � ; j . . Ir . � � P 6S90T UP 3. 5 FT DATED 1977 ` � �� d� \ , �y_. _ � ; � �- � \ �i: '" � �iv, i cp i _ _ - - _ - - - • - ° '� GAS � \ \,�� - i s ;�� ; : � j I � INSTALL 55 LF 8' C900 � METER \ � � i, ' O 2X MIN SLOPE. \ m i `;;, - f , i , � - INV OUT = 62.15 � COORDINATE EXISTiNG SERVICES _ � < �� / 1 -- ' �l�1 � SPOT � I W�ARCHITECTURAL PLAN � A �� INSTALL 6� � 8, 66. �, � �/ ��1 P , � � - Cl l,l �l �_� a � �z. so ?,� Y WATER SERVICE � ; _ -�. ` � i � - � . �` ' HAND DfG TRENCH AND • • ; INSTQLL HEA D - � ' INSTALL YMET TAP, �\ �� Z i � % • i � ' � � � • MODIfY ALIGNMENT AS � BRIC K` PAVER , GATE VAl:VE, AND o i �.f - Co n d o m � n 1 u m s TMRUSr etocK � N INSTAtL 4. 5 FT CONCRETE StDEWALK � REQUIRED TO AVOID 1REES i � SIDEW (TYP ` � � 5 I. ' - - � _ i� -' AND IAAJOR ROOTS � c,+ � I i: - � � rn SPOT � REMOVE AND RfPLACE �-' , �j . 8777. 33 SEE TYPICAL SECl10N � ` � � i , ' MARCIN ENGINEERING LLC assumes no responsibility for utility locations. It is the Contractors \ � \ I F� . I ! �, � ` responsibility to field verify the location of all utilities prior to the commencement of any Construction . � � . `\ I I � �t � � \� \\ ., c�; ' ' \� # � � f � ; a N �E� \ Q I ' ` f��' �, � � 1 � � � , � . " ,. � `\ : � . ,` EXlSTiNG :� � 1 �:` CAB - - I � INSTAL RETAINING � CATCH BASIN � \ ^ /�pED y- l 1 � \ ` W'4LL � ' ) - - - 'r� ry ' ,,. FZ = 8171 .03 \ � ;� o . - . , \ 1 ... , 5_:. � � . � , 1 • � RE: STRU�CTURAL , � - • ? ,� � �� ' � z ` � AND ARCHfTECTURA \ • END CC�RB AND GUTTER �� , ` �i ._ ' 1 � \ � � � `� < MPROV�MENTS AND i �\ �" � '; t , . \ �' MATCH d(ISi1NG CURB � � � � t i � 1 '_ '� REMOVE E�CISTiNG WALL ` .� , ' \ . ' _ ` \��i� � • �li � i' i �i � � �� SLOPE GRADE AND REVEG n � AND GUTTEaR \\ 55. 33 �/ � INSTALL HANDIC�P z. : , . � _ 4>' ti�o i J � �� LANDSCAPE PLANS I �- . �� ACCESS RAMP � � , . ,-� 7�. , � � � � "_ -' - - � � _' - � TOW = 63. 5 / 58 . 33 e�)� , \ � ; . - . . - � � 3 - ' � " - - - - -� ,� `�, i �- ' ri6f :� : ' - -S _r,> - - _ ' � � � � � � ! / I \, `O'�? � � / . F � w� 815p � - ` _ - _ - - - - 855L � _ _ - - - 1~ � __ /- - ' - - �� _� • / ` �.y ` , &1 � � a: y� ,$ . � ;. � ( � 87°S � / � . �� . ,�*� � 5 - \ � - �""' _' - ` . . . - � -- _ .-; . . , - r � � ) _ __ .t� � __ � � � � � 1 � . � f ` � . . �' \ � ` . . �. �.y�C •.� �/ / • � � Y . ' � ^�� .. - \ ' ._" . . ' _ � � \ � I _ J- I . . " __ _. _ - � ' \ �� `� '�s.. - v �\ / \ X � / . � J� i� I' ' � � � / � - - - _ - _ . _ _ _ _ _ ' \ \ � '��l _ � _ _ _ _ _ ^ S� �`l� '_ ` ��. � � Y � � ' J � , _ � � \ ; _ � 6�. ,'� f, � - __ , - -- � � �. � _ � f _ � � ' � � � ' � / , _ �o i `• \ !/ � � �f , / � �� y ' � �. ` \ � � _ - - -- - - ' � . � " " � - - - - - � / � � / ' / a ', . �t. � ,}� _ ... - y,� ' - - .i � \ _ -' r � . . � � . �� '�:. .-�Yj-- -•+..•S�"'C.�`-rt��Y - �' � _ /0'1 � / / � C� . . � � � / �� ' = � •�• aS< ' � . �° - .! '' . � � ..� . ` - � .' ' "_ ... '' ' - - - - . ' - .. �� ' �� r � • Y _ . - . .. . . . • _ _ _ . , - ' � ' � � , � � - 05� . � _. � . � � . i'✓' � _ � � c - _... _ _ _ � _ - _ - _ � , ,��1 1 � °' ', j / REMOVE EXISTING RETAINING O ' y \ � ' � � . _ \'��'` _ . �Y J ', -`_. __ \ \ �r _ � ' l � � � � . ' _ . ' _ . , � _ _ ' il . - - . . � WA . SL GR E WI ,�`� TOW 6 . _ F � � � � � � .. ` „ . \ � - \ ' i/ � ; � _, t �� _ ` _, _ � � � � _ , . --- . �-. � ` ' � LANDSCAPEEBOULDERS TM r' .�� -�% '" . � - � � � � -- 1+�': '�"`..�� ' " '`° - -. ! - - - - - _ _ g] �`- " � k � �., � ttl� � � �� _ � � , l � A D REVEG � �,, , :- - _ .. � - - . _ - -- -- _ _ �1'° �,J3 � . _ _ � J � � RE: LANDSCAPE PLANS MATCH T1NG \d _ , �� H � � General Site Pian f� otes � . - _ - - , . - . _ _ b � ' �- ; �E ,�� A� ��oN EX�S ��, � � , - - -- ExiS7! � G �OC��. RETAiNIr� G wAL� TYF ) - _ __ _ - ` _ - - - - � • - - , � SIDEWALK AT BRIDGE �� Rock�Clysier ' � i ' � �.; The Coniroctor shaL conform to ati Town of Voil rules, regu ' c 'tions, end stipulations. _ "r � -Gv^ E��efor shall not sca+e drowir, gs for ensiructior� purposes. Any missing dimensions " 4~. . ��. ' - _ _ -or discrepances in plans, fie!d staking or physical features sholl be brought to the EXISTING LAMP POST ( TYP ) � ,i. '' . �� _ _ _ .nLer.;iort of the En ineer. If Coniractor receeds with the work without notif in ^ the �' _ ,� 2. Ail materiols and workmanship shall be subject to inspection oy the Owner and/or _ . 9 P y y there representives. The Owner reserves the right to occept or re}ect any mcterials - _ - ��R�� he does so at his own risk. - � - � � and ma`. er��ls ±hot do not conform to soecifications. � . �'� ' 3. It is the Controctors res onsi6lit to rotect al) trees, shrubs, bushe5. and round 16. The Contractor sholi provide ali iights, signs, borrocades, flagmen or other devices necesscry -;'s;•'� P Y P 9 to provide for public soie.y in occofdonce with the current Manuot on Unitorm Traffic ' cover irc a mcnner acceptabie to the Owner. Contro� Devices or as �equ �red. C�1(�. � r� ='' 4. Safe. y is the responsibili!y of the Contractor. The Engineer is not respons;ble for . safety in , on , or about the pro;�ect stte, nor for compiionce by the oppropriote porty � 7. CompocYion of a!I bedding, trenches ond subgrade must be attcined per specificption . '� with ony regulations relating hereto. � 8. Grode cll droinoge owoy from building structures. Minimum slope for paved surfaces � s 2 �, �'f ' " 5. Observations of the work in progress ond on - site visits are not to be construed as o minimum slope fa- unooved surfoces is 10� � �� :. guorontee or worranty by the Engineer of the Contractor' s coint�octuai responsibilities. �, � " 14. The Contractor shaN obtain ot his ez ense oll ermits ond ins ections, which ore �� ' S ?he Contrector is wcrned thot conflicts wiih existing utit+ties may exist . Frior to p P G �> �� , oeginnning any construction , the Contractor shati contact all eppropr,o!e utility componies necessory te perform the proposed work. for lir.e Iocotions. He sholl then locate aN utilities ( including depth). Any conflicts 2p. The Con ±rector shofl not +fy Marcin Engineering LLC, and Eoqle River Woter and Soni !otion Dis! r c '. with the p�oposed construction shall be brought to the otte� tion of the Engineer so that ot leas! 48 hours prior to any weter contruction . The Contractor shafl coordinote _ ``� ' line or graee changes can be made to eliminote ony conflicts with these exist �ng utilities . oll work with Mcrcin Engineering LLC and the Owner . ^ , �t� '. ; ., Ail ex;sting utilities shali be protected from damage by the Controctor. Domaged utilities '\ +� � . �� ' shall be repaired by 2he Controctor at no expense to the Cwner . 21 . The Controctor sholl keep , wo sets of controct drawings marked up to fully indicote osbuilt � � �i`��'' �.�� '�"' at Ieost 48 ho�rs prior to ary sewer cnd woter cortruction . The Controc,or she! I coordinate �; � 7 . The Contractor shall maintain existing dreinage chonnels , culverts, cnd oppurtenances du�ing conditions. Tne drewin s sholl be roviced to Owrer and Marc�n En meerin LLC u on '°' construction cs necessary :o protect �oods and property. 9 P � 9 . P � � .� i � '-�� complet�on of the work. Controctor is to provide at leost two ties from phys�cai monuments s. ; i � 8 . The Controctor shail maintoin troffic ot all times to the satisfation of tne �wner and the to all fitt�ngs, valves, monholes, ond services. � - �� t Town of Voil . The Co�ttroctor shall minimize traffic disruptions and prov� de adequate sofety / �� " ' � precou :ions to insure pubiic sofety. 22. If groundwoter is encountered contact the Owner or,d Morcin Engineering LLC immediotely. ` `�,<��„ " � 9 . All excovation shall meet OSHA requirements. 23. Observatons of the work in proqress and on site visits are not to be construed as a fi ^"`'' , uorontee or warront b the En ineer of the Confroctor�s controctuol res onsibilit �es. ° �� - �C� �� 10. The Contractor shall minimize oll off- site soil :racking. A�i soil tracked off- site shali be g y Y 9 p � � � . `�; -;- clecned up to the satisfoc;ion of the Owner and the Town of Vol. 24. Compaction of atl irenches end bedding must be attained per specification . �`�`S?' " . ?he Controc.or shall take oppropriote precations to significon ,ly reduce any potent �al - JOB #= 0001C , . 25. Controctor shall verify existing pipe ot t�e in points prior to construction . pATE : JuLY 7 , 2 �J0 , pollution coused by n �s act � vities, induding vehide fueling, storcge of fertilizers = or chemica6s, etc. The Contractor shoil have identified procedures for handling potential 26. Confroctor shall sawcut ond patch all utility cuts to the satisfaction of the Town of Voi� . po! iuton ;s or.d hove identified spill prevention and response procedures prior to o� y octivities �; ot the projecY s(te. GRAPHIC SCALE " � � 2 . MARCIN ENGINEERING LLC assumes no responsibilitZ for utility locations. it is the Con ± ractors �o e s :c w responsibility to fleld verify the location of aH utilities priw to the commencement of ony Construction. SHEET :�� 13. The Owner's representive wiil designote stoging oreas. : ( IN ��. ) 2 '.3jro� j�, �`•*: ? 4. All construction sholl conform with municipal or district standards and specificotions ond be ' 1 inch = 10 tt. �`, subject to construction observation by thier representives. Copies of rnun �cipai and � �`;. . district stordords must be obteineo by the Controctor. N OT FOR CON STR U CTI ON �;- , �a > P� 1Prn ? ects \�JG� � O��O+^ � �i'h -CL' �lO�• OGO � )MCRII % - iS-vOcans ' �ac �r. ��u : C ? : '. D0. � 9 200� � _ _ : �.� ti. , .. :. : _. . . . � :. , .�.- .�=_ - - _ .. . .- � . . �. 4 � � . l . . � . . . . . . . -. .. . . . .. ` _ �.: ' . '. r. � . " ' . . . - �..v ,.+ ��' . � _. . - . . ^ ' �. 'AY-' ... '.-.. ' - " .- �'. • -.e� � . � '�. �.. 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J_,____� T �1 EXiSTiNG WRB AND GUTTER � CJ � ,' ��"-!�-=;-- - TO REMAIN 1N PLACE (TYP) L1MiT OF � (D � N -_ ___.__- - �- _ `' � �� SIDEWAIJC - - - - W � O O - ..:' � � �_ � ; � � �� REMOVAL � NO1E: COORDINATE ALL STREETSCAPE WORK WITH TNE TONRJ ', � � �*„ = • ' , , j' ` /4 � �_� ` . a `. _ � ' ' OF VAIL ENGINEERING / PUBLIC WORKS DEPARTb1ENT X Q i � �� - � �f7ti �.' _;�� t, _ - ------- � .,� ; _ �'ADO ylr _fi- - � - � � � _-- ---- C� �, r � y *`` ---- o DRI VF� , - _ _ _ . �_— m o G �. � 2 SAN —__-- - - ' ' :' . L_> E "=---- - - - F � '- -' ' __.� - _ - -- ~ � � � _ (l� • u '' �5£ • _ _: _ � -' ' [' SAN .�_ �� 1 �; >. , � � , � y __ -,_.._�__ s . 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' .:. � 4 �'. . . -- " _ e :��.. _ . ....:c , . \✓ � , .. � .. � . � � _ �- . ` ,. -.: .. . . . . — t ' 1 -- _.. � � �, ,� -��-''~ �2 s,yr '• REMOVE AND REPLACE CURB AND GUT7ER -'--- � p� � �- PAVER CROSSWALK • " , < � , � _ r— -- --- 6 '�_� � , .. . PA710 ' � � � � ' �c ' S ` ' =---- � - �. . ` �� . " � . .. '-�----_ �� . . � . � . � � - - - � -- TO REMAIN � . _ . � ,_: f � . � . . �._ ra - � _ ' ,z swti s� rr�c�. sec�or� "`-i- - =`` - ., --- - _ _ _ ` � � � � _ � _ _ ` .--� I _ ' � , ` , r _. • � � �' :,-' ' . 1 I :.�� -' i _--'' ,� � �.._ _� `� � � �. . �� z Sf'ih � .. . . . � . . � '$'c_ - '_ ' - ' . ' . ' _: .. . � � . . . . � � _._ Q _ - , G _ _ _ � =s. ' _ _'___ ' .: � _. _ _" � _ ` , .�� . , . ., __ _._ _ '� ` __ _ � . __ . . . _ . _ - , _ � O a . _, - .- . ��_ . . . . , �`--�� tZ ' �� uti � c �.: _ _ _ - ' ' . ._ ; . _ . . . - . . - . � . . _ _ . --t - _ .,�.t,; � ., � � SArt 1 � ' �-- a+ i ': , � � . �_ . . \ � - �_€�_� � '- ---_ �— _ - - - Z ` : � '_,;,.. . ' . ` o- / W � _ ` . \ . �� .._ .. . � � - . , - - � `�- �- --- - -�" CA � � . . . , . . . . � �� . . . _ 2 Sa,y �_ _ � . "� `' r` _ _ _. . . . . . . . - . . �� .. � ! �.: � � A � \ .. . r `= � � � '- - . . - - _- - _ '- .• , S _ � �►� �► . . . . . . ' 2 Sfi.N , t_- _-_ -- . . � . J , — 1 _ . � - � . _ . . � , _ . , � . , . _ . _ _ �� -A � r� =� ' . _ - � - - - ' � — � ` _ J K. ' �� EX� PHONE '; • . . \ _ __.� � 1 �.in,� _ _ . , a F-- . - ; ; �t �-� M,��N� � _ _ � ` --�� ` _ �� `� �2 SaH � - � I � � _ a " � � , \ �� - � ` ` < �. � + r / ` ��` z s 1� � '''�� I I Fa ; � ,-� � � :, ' � - , � ��—~�- -,,�1. i ' '`" i Z O � � , � � rn 1 � �t-- _ .� � � � _ ; � _ C � � - _ L \ � � 1 _ �� -L � � SAWCUT EXiST1NG , �u. � i2 �aN ti . . � „ y : � , . f : I I � � � � ._ - _. _ -� � ` _ _ - -- _ -- _ . _ _= .., � � ASPH A�T (TYP) l i ' �----fl F'_ , _ "�,. � ATIO - ° , � - � � '. - - _ . _ - -_ 1 �' , , � . _ .. . , _ I _ . , . , Q wt - s � 1 \ , � . . - � UPPER DECK ' I. � � d a ` � , _ -� � _ 8 I \ ` �. �" __ _ _ `r �' ,� �. ,� _ ` _ _ � 1 ,I 'i ' J � \ \ \ �� . ' � � ' S _ N , �{� , . , _ �� , �. � _ _ �js, � l, � � � - _ - � - .. - _ -�_` � � � PRES'�RYE PAVERS IN J O � : ; � � ; . - . ° � , 5 �11-_ _., �- - _ ' l GARAGE WALL , � , _ _ � � ' IAREA. J �6 _—. ; , �� = t ` . � � - - - . ' � � �. REMOVE AND OISPOS� OF ��5' � J UNDERGROtf1VD `� � _ \ .. _ - '- �__� � � I � REPLJ4CE PER TOV �' , ` . ;_ . z - � G - _. t .._ � ` 'EXiS71NG RETAINIt�jG' WALL � �9 _ _ - � .,� ` _ 1 y ti-• ` ,� �. �` � � � � „ —_ .- ,k . -- - -- c `•v---- � J � � , . _ : - � , _ _ � /� 7 77�- 7p � � .` . � R TO ARCFY PLANS � i � � I - _ -- ° :� _ _ _ _ ` W Q � . .., ; _' Vl O C,L I� �• � 1 1 1 , , ± _5 W _ _ - - - - - - _ . � FOR LIM(T'S�F WORK i � � - �Y , , i _ _ ` `\ ` .� ' E .rA-_ _ - � '- _ 1 � � Z > U t ! - ` REMOYE AND D�SPOSE OF EXtSI1NG CONCRETE � ` � � \ c y` � � _> ` � � �i. �, UTILITY o � � - _ - - _ _ � � � � � FA�ADE OF SECOND - - - " . _ � ` u c, . _ �� v � FLOOR ` p; \�� , � � Q � > . � �a u c : , , � �.: _ � - _�, ; �� - - _ _ , � � � � - _ - - _ . �� - ,_ \ `� �------� �n �- L . �" � w , ' /. / � \ � ., \ �� 5 v O r : - l . • ' � ,. . � " '' . . _' � �_ �� Parcel ' � �� { � - - -- - . - _ _ _ _ _ _ - _ - - _ � ' _ , , ° - _ � _ _ - � � � _ _ _ _ ` ��, � � z _,- � . , � � ,, � � ��: , z ° -- — — — — � ` , Q�� ' , , �� , � < < j O � `' , � � 1 f � � - - - FACADt OF; F7R�ST FL00 � ,' �. ` - ' - . _ � _ � � � , ' , ; F- Q 3 � , / `�('�i � � , � _ - - - " / � ' '�� _ ,_ � � � . \ �. �� EXISTING EDGE OF ASPHALT (TYP ) O � N .. � . � � ' . � ! ' � / � �,'C1� i / i / � / / r _ - . i / / . . ` ` � � 1 � � ' � — � IXG ` ` � �'�.. �� 1, � N . .� � . � .. � i. O U , � .. I � „ � �- � � � .. � � � � \I � p _ c_ , _.. - '. -g17tJ� � / � _ ' - _. ^: _ � � ` � � :� . '� ' \�l ,� � � Z "�' Er� ?RYWAY � - -- - - - -y � � � ; c '— "_ — — — — -- — — —'— — — — — — -- — — — � — '� TRANSFORME , _ �� ? 538 � � EXISTING � O J W � . � ,� : I � � ` 4' . — — — — — — — — — — — — — — — � — — — — — � ,OR � POOL \ �� 44 CATCH BASiN �,�,� \ (� Q � ' 1 � � , � � -1 � • ` � , . \; _ . b 'C� J r �� b�e - � - � � � � � � � � � � � � ��A �i��A�� STORAGE � ' � � Z W I _ J Ia `i - - — c � � � , � ' �- � � N� 1 � ; I . .. � � � .- _..-- ' , � N . x �, .\ ` �� f'� , REMOVE AND DISPOSE OF J! � � , � '� ~ • PLANTEft � � �' � � � + r ':� I 3" GAS LWE 6"DIA. WATER `, \ � �. `• �� '�^ REFERNTORARCHi PLANSLL � : � � ' ( : �� EXPOSED SERVICE VALVE - _� _, 1�37 � �. � � � FOR UMITS OF WORK �,, -` j : ; f �� ;� ' � � � ) UP 3. 5 FT DATED 1977 " \ OW . 18 ` ,� 1X � - � � � � I ' � � I' �, ; � ;� . .: � ; � '�` UPPER DECK � �� , �'I - �� I / ETER \��! - ,\\ \ > � e, , , . �II ' � � `, } ) � REMOVE AND DISPOSE OF -� ` , - ` ' � ` ' � � � I TTa 7 EXISTING RETAINING WALL -w `'� � �� \� \'. �� -'. - � � � ' � 4 ' �"'' I V ( �l l I REFER TO ARCH PLANS -` � � � � \ � ' e�� ;' � � i ,� I , ' �t : FOR LIMITS OF WORK � ��- � . . . / �< �'f � , � , �� . � ' �' z' � ' u b �. �- � � �� . . \ . � �� y� , Y . . .. ///y' r ' � � � ! QJ . ` 1 , . � . �� "_ " _ _ � . '� .T ii C 1 \ ' J_ - ^ i , - - - - , , , ` \ ' I , � g � y — - . .__._. � � , . � � Q � . . . • `� ' � { � \ \ 1 L - , i .�, - � 3 ;� - - � - �' on d ominl ums I . o - � , ' ° ; � � `' � � y , -�- �`� � \ � — _ � :� � <, � _ % `,' � - - _ _ r•' I . � , � f ' ` � � � ` �y � \.• � .-C � . - I �� ' \� \ � � � .. I � . H IN a a� a,c � � - SAWCUT EXIS��G \..\ � ._. ..__ ___ _—._ _ � / a� � I I o SEecR eox E \ � \ \ ASPHALT �TYP � \ � � ' , , � �� , � ` ,. - � 4 � � � • � MARCIN ENGINEERING LLC assumes no responsibility for utility locations. lt is the Contractors � � � � �` � �. � � \ ' . \ I � REMOVE AND REPLACE '� � � ' = �"� � . – _ responsibifity to field verify the location of all utilities prior to the commencement of any Construction. I � ' � �� Ci1RB AND GUT7ER \ ; 4 `. '' �� \\ ` � \ , � � �; " �f^\ � �EE TYPlCAI SECTION � � \ ^ �� ',`.. , . . � � � f � ` \ � . ,, �� \ EXISTiNG `� ' - - ------ I , , <y ' � ti � � �� ` - r� ; � 1 1 �,� � \ \\ ' � %i` � ` R TC 8g71 03 \� \\ o ' ``�:- , 1 \� � � � - � . � - L., '_�w. wv - 2 v; __ � ;� z j � \ � � ��CK `, 1 \� � \ — � _ I � \ �, �� _'\ �\. - . � ., � � ,, — — — — — — — �. .. �\ \� � � , � \ . _ /� � c-� , �� '` \ ' ' �a; } F � } ' / 1 � . EXISTING TIMBER RET INING WALL �I I \ � „ �„ • 'J /, � /, �; � , r I . � � � TO BE REMQVED (TYP� , ' FaCa. DE CF ,; PPE�i � E -, � T-- '�_ .: 5 , , ,� � �\. ,''`��`O�^� � � `11 �/ ' f 1 _ _ R�H ' — — — — — — — — — — — — — — — — — � ' � I % � EXISTING HANDIG�AP \ � � ,r � i � t � �. � � � _ - -•' - — J � ` ACCESS RA1dP ( y , , _ _ �— �EC� ` . i � � � 6 , � , � \ - � _ �. � � =� R� T F�OOR � : ' / . `- � . � , - _ - _ - .� i � �_ _/rd��`j' "` \ `�;'N.- � -- -- ` - - - �- �— - • _ ' � p:0 i � — — -_ � � __ � � � �„'r. E . � , � / � . � �� F'f 1� . � al. ' , ' _ _ _. _ � f \ � � � � / .. �. . / / -?\ . � �� . . .. �gl�"�\ � ��- - _ _ _. � ' � _ ._ _ ' ._ \ � . - \ �. ' _� _ . - ' . i��/ '_ ' _ � � � ` `\� � , � ,\ '� - ro .. � � ,. !L . ' . " / � h! ')�j � , ) i � ` . � __ - � i � ' �` -` \ � '\ � ' _ _ ' ` ' � � i � ! � �»WEr � FLttllTn'3..,� ' / . _ . r� �'�, � � ,/ �. � .- \-'\_�� y .. . � �. � .� �� / ` � ` - . � � �G� �. ./r ` \ � ` \ �� , :F` \� ` �\ - . . . . . � � i _u^ \ \ � ' - "_ . " _ _ .. _ � _� � \` , /yi � `_ r � � �' �. 4: , .`�::�� \ . �. � .� � . � " . � � ' . A � l � � ' � - , h.�'�. t'� '� '` ,� ' � �. � � � . n - ' , i ' - � _ ` � . _ , � � � � . � f � - b '�.+ \ . r � \ y \ i � '' � / - . \ � \ .` � � / ' _ ". / ' '_ - . _ _ . '`. .�'o^, - -e.. p\ "i: �\ i \ w � � � �6`I � - � � ' � � - - -- - � � \ � \ \ \ � � ` : � � �` - - - _. « - � \ \ / _ � ` j7r - - � � 1`� ` � ti .r I.IMIT$ \ \ � . \'.1� � _ . _ _ \ \ \ � �1� � � / � � � T � � � I i ' -s .,, i SIDEWALK �'� "� \ � \ ;� . ,_, _, 1 � . - - - � ., +j` , � � � _ - _ . �� ♦ i ' __ ` H0 , Ti; B � � � . � - ��- - - � y / REMOVAL � �;: . -- - : ., _ . . _'' , .., � �,� _ � �*'�� .� _ ` � , ,- _ _ � � _ ,J o�° - '!� � F ," ( � � \ � \ �i � _ � � � J J . . � / \ � . � '4 V`. .-�. � � � � .r.. � � � � � ' � � � •; !`. �.l \� i ' \ ' � � . / � � _ �_ ti ' � � i / . . _ _ " ' _ \ , . �` 1 ,yl. " � ` 1 � _ . 'S� �n . �� — \ V I l — _ . ' - . -� �_ � ` � � It 1 � _I � \ `�c�: � \ _ ` ` ` — � l _ ' _' — _ _ i� � r � � � � 7'— \ I �. — l. � �l 1 ' \J �. � � � ` J g ~ ( L � \ � � � � � .. � � �"� - � - - ' � � � � � ,' ' REMOVE AND DISPOSE ` � ' � sto�rwo EXISTING SIDEWALK �S`� . 1 � , � "- -� �-�� . -�� -.. � - - __ - - , � _ � � ^ , � �; � EXISIING ROCK RETAIMNG WALL ( TYP� _ – _ _ — — _ � — — �. �� ` _ — — —' — -- — —��F` -- -- � J ` � _ , Lond'ma Y '� TO BRIDGE Demolition Notes = _ - - - - -� - - - Ra��s=« �� - � � -- -- . . — - _ a _ _ - _ � � � - . . - � /� `'�' . ' - - - _ - _ EXISTING LAMP POST (TYP) � ? . The Co� tractor shoff conform to aii Town ot Vail ruies, regulctions, and stipulations. - _ _ _ � ' . � 2 It is the Contractors responsibility to protect ail t�ees, shrubs, �ushes, and qround = � ;r, cover in a monner acceptable to the Owner. a M'`�' 3 Sofety is the responsibilitv ofi the Controctor. The Engineer is not responsibte for y'� I safety in, on, or about the project siie, nor for compliance by ihe oppropriote party • 4 The Contractor sholl obtain a ' his ex ense oll err^ ± s � � nsp ° c ' ons, wh :ch cre :_ with any regulations relc .ing hereto. � � � ; necessary ?o perform #he proposed work. �1 �. . , 4. Observations cf the work in progress ond cn - site visits are not to be construed as a guorantee or warranty by the Engineer of the Contractor�s cointractuo! responsibiii±ies. �. ' .` groundwater is encountered contact the Owner and Marcin Engineering LLC immediately. � 5 � e Contracfor +s warned thot confticts with existing utilities may exist. Prior to lb. Observations of tfie work in progress and on site visits ore not to be co�strued as a . � beginnning any constructior, ; , the Contractor shali contact cl! oppropriote utility companies guorantee or worranty by the Engineer of the Controctor's contractual responsibilities. � • !or line loca#ions. He sha11 then locate all utilities (including cepth). ' Any conflicts � 7 , �ontractor shafl sawcut and otch oll asphalt to the sct :sfaction of the Town of VoiL with the proposed cor.s:rutfior. shofl be brought to the atten±ion of 'he Engineer so that P ��{: � ine or grade chonges cnn oe made to eliminate any conflicts wkh these existing utilities. �r� . . ' Ali existing utilities sha71 be protected from damage by the Controc�or. Damaged utilities � '; ' shalt be repaired by the Contractor et no expense to the Cwner. � �' . 5 . �he Controctor shall main+,oirr existing drainage chonnels, culverts, and oppurtenances during ��`' . construction os necessory to protec# roads cnd property. ��t��, 7 't, e Contractor shol! maintoin traffic at ail times to the sotisfation of the Owner and the ��{ r , i own of Voil. The Controctor . sholl minimize traffic disruptions and provide odequate sofety ; �� K precoutions to i� sure public sofety. .a„ x 8. All excovation shail meet OSHA requirements �L _ Y �� a + '_. , 9 . The Contractor snali minimize a11 off-site soil tracking. All soii trocked off- site shoil be � F- '->. '• �d _ _ _ ' cleaned up to the sotisfaction of the Ow� er ond the Town of Yoil. , y 4 , GRAPHIC JCA� � � _ 1 �. The Controcto� sholl toke appropriate precations to significantiy reduce � ony potentiol ,o 0 5 +o zo w . poliution coused by his activities, including vehicle fueling, storaqe of tertilizers � „OB #: 00010 �%� `� � or chemicols; etc . ?he Controctcr sRail hove identified procedu�es for handling potentia! �� 7 � �� DATE: JUN 26 , 2006 � pollutants and have identified spifl preyent'on and response procedures prior to any activities ?�4 eY the pro;ect site. � A' FEET ) 4� , �`-• � ' i inch = 10 tt - i ' . 'J .ARCIN ENGINEERING LlC assumes no responsibility for utitity locations. It is the Contractors ' �'� res�onsibility to field verify the � ocotion of all utiiities prio� to the commsncement of any Cons .rcct ;on . � 12 . Controctor shol! not scale drawings for cons±ruction purposes . Any missing dimensions SHEET `; or ' discreponces in ptons, fieid stoking or physicol feofures shall be brought to the ` ettention of the Engineer. ! f Contractor proceeds with the work wifhout notifying the OF 4 � `` =ngineer, he does so at his own risk . �- y� � ;; . ' � �he Controctor shall provide ail lights, signs, ba�rocades, fiagmen or other devices necessory �"` � " ' te provide for public sofety in accordonce with the current Manuaf on Uniform Troffic N OT FOR CON STR U CTI ON . -�. Control Devices or as required. � � � ' ' P:��P/:9J2C�`�d� �� ? �' �\�krj'\C=' .^, _.. -�L?��.uri � � h`�Piv ?�_;15 �JL � �SL k 7 �� ? (, ^ S _ n � ? r .. .. . a,� ? ft : !'J . d 2. CWv � ' I ' . - � Archit ts 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 303.661 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 , POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 EAST MEADO �N DRIVE VAIL COLORADO 970.9268960F970926.8981 . GENERAL ARCH . NOTES ARCHITECTURAL SYMBOLS MATERIAL LEGEND CODE ANALYSIS � PHASING � 1 ALL CONSTRUCTION To ee TYPEII- ihr UNLESS OTHERWISE NOTED. BUILDMG WALL A THIS SET OF PLANS IS BASED ON CODE ANALYSIS THIS SET OF PLANS IS FOR PHASE I AND II PERMIT ISSUE/REVISION DATE NO. SECTION PARTITION -� � DO NOT SCALE DRAWINGS. AND WALL x TrPE B^�T PERFORMED BY HIGH COUNTRY ENGINEERING IN MARCH , ONLY . REPRESENTATIONS OF BUILDING ELEMENTS CORE AND SHELL PERMIT os/ � 5/oo i SECTION INSULATION 2000 FOR VAIL MOUNTAIN LODGE (VAIL ATHLETIC CLUB ) . x . x OUTSIDE OF THE LIMITS OF PHASE I AND II 3 IF DISCREPANCIES IN ARCHITECTUR4L ELEMENTS (PARTITIONS, DOOR REFERENCE FULL PHASE I & II PERMIT SET 07/20/00 2 I EouiPMEr,T CONSTRUCTION ARE CONCEPTUAL AND ARE NOT LOCATIONS. . . ETC) OCCUR BETWEEN ARCHITECTURAL DRAWINGS AND XXX ENGINEERING DRAWINGS. THE ARCHITECTURAI DRAWINGS SHALL GOVERN . ELEVATION OR TYPE OF CONSTRUCTION: TYPE II - 1 HR. X FURNISHING a CONCREfE REVIEWED BY THE TOWN FOR PERMIT . REFER TO � 4 ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL REFERENCE x X X INUMBER � OCCUPANCY CLASSIFICATION: ELEMENTS P,RE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS X, AREA: iR SUPPLEMENTAL PHASING PLANS ( PHS - 1 - PHS - 6 ) . UNLESS OTHERWISE NOTED. RATING � GRID � EARTH GROUP A-3/GROUP B NONE j 5 ALL DIMENSIONS LOCATING EXTERIOR WA�� SYSTEMS ARE TO EXTERIOR p�� ^ WDICATOR lJ� GROUP A-3/GROUP S- 3(PARKING) 3 - HR _ � FINISHED FACE OR {NTERIOR FINISHED FACE UNLESS OTHERWISE NOTED. � � GROUP B/GROUP S-3 1 - HR AppROVED REFERENCE � � GROUP B/GROUP R- 1 7 -HR ' �, 6 ALL DIMENSIONS LOCATING INTERIOR GYPSUM BOARD WALL PARTITIONS ARE GROUP A- 3/GROUP R- 1 1 -HR Cortrlfurlky Dlvrbprtient STUD TO STUD UNLESS NOTED OTHERWISE. � � ELEVATION � RIGID ppeRmsnt �""' INDICATOR INSULATION �f gy� $W(yalf�e�Of1 I 7 ALL DIMENSIONS LOCATING DOORS IN WTERIOR GYPSUM BOARD PARTITIONS XX. X �IIl� OFYlI1L �N� ARE TO EDGE OF FRAME UNLESS OTHERWISE NOTED. INTER�OR � ELEVATION �� . d� D�a[ � � ��K '� � 8 ALL DIMENSIONS LOCATING OPENINGS IN EXTERIOR MASONRY WALLS REFERENCE X CEILING 8� _�. GYPSUM BOARD, • � ot� yendt « �ppewaldotd. spedNemonmde�atidar SYSTEMS ARE TO EDGE Of MASONRY OPENINGS UNLESS OTHERWISE NOTED. HEIGHT � GROUT OR dru a be amnoee �o Ye � pemtt ta a m �pp�wd ot �nr dd�d� ot MO RTAR � M u+e povivom of� eode a ot�ey aha adinoce o(the lmidialaa DOOR OR R00 M R00 M Qnaia p�ammnt w pra aanarey to vio4m or ema� u�a pwi�kn at�hY � 9 CONTRACTOR TO COORDINATE THE FOLLOWING WITH THE OWNER: PROJECTS eedeaWiv «dio�eoraott6epuidiaioo �tlnabeveiid. PHASING , SITE ACCESS AND TEMPORARY FACILITIES . WINDOW 000 NAME AND NAME i!e in�uoce ar � � e�ea on v�+o+. ��+ � � � � QF CQ( REFERENCE NUMBER 000 �a p"''`"� m° b°'a'°= °RG"� h°'° ��an« "q"'"°` �°° °°�°`tl°° °� ��C' O9O �f101f IO tl 1 A p I W. tOCGi f ltltl0ef N A Q A l f d 9 f l. Of f l OtO P�L �� Q� ,.� 4 10 VERIFY ALL ROUGH - IN DIMENSIONS FOR EOUIPMENT WITH MANUFACTURER. apendaat Eein` eamee on memunecr wfirn m vin of ' eade ard �~ p •r"her • r ad °". �r GARY M. ' 11 THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE FIREPROOFING '�` ADAMS � THOUGH OUT THE ENTIRE BUILDING AREA. M'NTW.B: OA ' * * 12 PROVIDE FIRE RESISTIVE SFALANT AT PERIMEfER OF FIRE - RESISTIVE-RATED l � � 1 r „ PARTITION WALL ASSEMBUES P R O J E C T T E A M /� `s D RL�\� � I~�I+' 13 SMOKE DEfECTORS ARE TO BE �NSTALLED PER MANUFACTURES D R A W I N G I N D E X RECOMMENDATIONS . ' 14 PROVIDE SUBMITTALS SHOWING FIRE PROTECTION AND FIRE ALARM SYSTEMS. � A I L LOCATE HEADS AND DETECTORS FOR REVIEYV OF ARCHITECT. COMPLY WITH ALL CODE REQUIREMENTS . SHEET SHEE7 TITLE SHEET SHEET TITLE OWNER'S REPRESENTATIVE t�IECHANICAL AND ELECTRICAL ENGINEER FIRE PROTECTION SUBCONTRACTOR N0. N0. CIVIL STRUCTURAL M O � N T A I � BAILEY & PETERSON BEAUDIN GANZE (GOLDEN OFFICE) ALL-STATE FIRE PROTECTION, INC. 1 OF 4 EXISTING CONDITIONS/DEMOLITION PLAN 51 . 1 DETAILS LINCOLN CENTER 14142 DENVER WEST PARKWAY, SUITE 195 6045 E. 76TH AVE. , # 12 1660 LINCOLN STREET, SUITE 3175 GOLDEN , CO 80401 COMMERCE CIIY, CO 80022 2 OF 4 SITE PLAN S2 . 1 LOWER LEVEL FOUNDATION PLAN DENVER, CO 80264 303/278- 3820 303/288 -3901 � O D � � 303/837 - 1600 303/278- 3843 FAX CONTACT: CHRIS GIBLER, VICE PRESIDENT 3 Of 4 CURB AND GUTTER PLAN AND PROFILE 52. 2 UPPER HFALTH CLUB LEVEL FRAMING PLAN 303/837 -0097 FAX CONTACT: BRAD STAVER 303/760-9029 PAGER 4 OF 4 DE7AILS AND SECTIONS EMAIL: BDS�BGCE.COM 303/288- 1936 FAX 52 . 3 FIRST FLOOR FRAMING PLAN WESTAR BANK BUILDING BEAUDIN GANZE (AVON OFFICE) 108 S. FRONTAGE ROAD WEST, SUITE 204 P.O. BOX 39 LANDSCAPE S2 . 4 SECOND FLOOR FRAMING PLAN VAIL, CO 81657 VAIL CO 81658 L1 - 1 SITE PLAN ' 970/476-0092 110 E. BEAVER CREEK BLVD. S2.5 THIRD FLOOR FRAMING PLAN E X P A N S I O N A N D 970/476 -0099 FAX AVON, CO 81620 L2 - 1 LANDSCAPE PLAN CONTACT: JAY PETERSON 970/949 - 6108 52 . 6 FOURTH FLOOR FRAMING PLAN EMAIL: PEfERSON�B- P -LAW.COM 970/949 - 6159 FAX CODE CONSULTANT AND FIRE R E N O V A T I O N CONTACT: DENIS BEAUDIN ALARI,q/PROTECTION CONSULTANT: ARCHITECTURAL S2 . 7 ROOF FRAMING PLAN EMAIL: DMB�BGCE.COM INDEX COVER SHEET, INDEX ARCHITECTS HARVEY ALLEN 53 . 1 DETAILS EMAIL: HWAOBGCE.COM HIGH COUNTRY ENGINEERING A1 - 1 WALL PARTITIONS, MECHANICAL 972 HIGHWAY 46 , SUITE 300 DAVIS PARTNERSHIP ARCHITECTS GOLDEN , CO 80403-8886 A2 - 1 LOWER LEVEL HEALTH CLUB DEMO PLAN M1 . 1 SCHEDULES E A S T M E A D O W P. O. BOX 2711 STRUCTURAL ENGINEER 303/642 -0635 EDWARDS , CO 81632 303/582 - 3855 FAX A2 - 2 UPPER LEVEL HEALTH CLUB DEMO PLAN M2. 1 LOWER LEVEL HEALTH CLUB HVAC DEMOLITION PLAN 970/926 -8960 CONTACT: GLENN T. HOYNOSKI, PE D R I V E 970/926 -8961 FAX MONROE & NEWELL GAIL J. WILKERSON A2- 3 MAIN FLOOR DEMO PIAN M2. 1a �OWER LEVEL HEALTH CLUB PIPING DEMOLITION PLAN CONTACT: GARY ADAMS, PRINCIPAL 70 BENCHMARK ROAD, SUITE 204 EMAIL• HCE�MHO. NET EMAIL: GADAMS�DAVISPARTNER.COM P.O.BOX 1597 AZ - 4 SECOND FLOOR OEMO PLAN M2. 2 UPPER IEVEL HEALTH CLUB HVAC DEMOLITION PLAN JASON OLINEK AVON , CO 81620 EMAIL: JOIINEK�DAVISPARTNER.COM 970/949 -7768 ELECTRICAL SUBCONTRACTOR A2- 5 THIRD FLOOR DEMO PLAN M2. 2o UPPER LEVEL HEALTH CLUB PIPING DEMOLITION P�pN MITCH REWOLD 970/949 -4054 FAX V A I L EMAIL: MREINOLDODAVISPARTNER.COM CONTACT: PETER MONROE A3 - 1 � LOWER LEVEL HEALTH CLUB PLAN M2 .3 MAIN FLOOR MECHANICAL DEMOLITION PLAN ! EMAIL: AVON�MONROE-NEWELL.COM B & B ELECTRIC, INC. DENVER�MONROE- NEWELL.COM 2818 � NORTH AVENUE A3 - 1PH LOWER LEVEL HEA�TH CLUB PHASING PLAN M2.4 SECOND FLOOR MECHANICAL DEMOLITION PLAN C O L O R A D O RAY E. STORY, ARCHffECT GRAND JUNCTION, CO 81501 A B B R E V I A T I O N S 3230 KATSOS RqNCH ROAD 970/242 - 2450 A3-2 UPPER LEVEL HEALTH CLUB PLAN M2 .5 THIRD FLOOR MECHANICAL DEMOUTION PLAN � VAIL, CO 81657 CIVIL ENGINEER 970/241 -8687 FAX 970/476- 5639 V010E &FAX CONTACT: TERRY FIEMING, PRESIDENT A3 - 2PH UPPER LEVEL NEALTH CLUB PHASING PLAN M3. 1 LOWER LEVEL HEA�TH CLUB PIPING PLAN 970/471 -5141 CELL A3-3 MAIN f'LOOR PLAN F U L L P H A S E I MARCIN ENGINEERING LLC M3 . 2 UPPER LEVEL HEALTH CLUB PIPING PLAN P. O. BOX 1062 STEEL SUBCONTRACTOR A3- 3PH MAIN FLOOR PHASING PIAN CONTRACTOR AVON , CO 81620 M4. 1 LOWER LEVEL HEALTH CLUB HVAC P�N A N D II P E R M I T A.F.F. ABOVE FINISHED FLOOR SHAW CONSTRUCTION 970/748- 0274 760 HORIZON DRIVE 970/748- 9021 FAX WESTERN SLOPE IRON & SUPPLY, INC. A3-4 SECOND FLOOR PLAN M4. 2 UPPER LEVEL HEALTH CLUB HVAC PLAN A.H . U. AIR HANDLING UNIT GRAND JUNCTION, CO 81506 CONTACT: SCOTT PODRES 670 - 23 ROAD BD./BRD. BOARD 970/242 -9236 EMAIL SCOTTOMARCINENGINEERING.COM GRAND JUNCTION, CO 81505 A3- 4PH ECOND FLOOR PHASING PLAN , M4. 3 MAIN FLOOR HVAC PLAN 970/241 -5618 FAX TOM MARCIN 970/243- 9770 OR 241 - IRON M4.4 SECOND FLOOR MECHANICAL PLAN E T RECEI� 8.0. BOTTOM OF EMAIL: WWW.SHAWCONST.COM 970/376 - 3930 (CELL) 970/241 - 9770 FAX A3- 5 THIRD FLOOR PLAN C . M .U . CONCRETE MASONRY UNIT CONTACT: CLARK ATKINSON EMAIL: TOM�MARCINENGINEERINGCOM CONTACT: FRANK MITCHELL, VP SALES & ESTIMATING A3- SPH HIRD FLOOR PHASING PLAN �- ':� ^�l '✓U , i F.E. FIRE EXTINGUISHER 970/904- 5653 CELL ALECK CHENEY EMAIL: FMITCHELLOWSIRON . COM M4.5 THIRD FLOOR MECHANICAL PLAN i - � ,,s� JUL �, 1 jOOO EMAIL: CLARKA�SHAWCONST.COM EMAIL: ALECK�MARCINENGWEERING.COM A3- 6 PENTHOUSE FLOOR PLAN � ` '. � C�� F. E.C. FIRE EXTINGUISHER CABINET KEITH OXENREIDER M4. 6 FOURTH FLOOR MECHANICAL PLAN �. . : '' �/ ,�, ELECTRICAL TOV-COM.D�V. F.O. FINISHED OPENING 970/904- 5726 CELL A3 - 6PH ENTHOUSE FLOOR PHASING PLAN � ---�__ __, EMAIL: KEITHO�SHAWCONST.COM LAND PLANNER GYP. GYPSUM DAN LEROY E1 . 1 SCHEDULES VAIL MOUNTAIN LODGE A4- 1 ROOF PLAN • Z MAX. MAXIMUM 352 E. MEADOW DRIVE BAI BRAUN ASSOCIATES , INC. E2. 1 LOWER LEVEL HEALTH CLUB ELECTRICAL PLAN Q , 1 � � AS- 1 BUILDING ELEVATIONS � i VAIL, CO 81657 EDWARDS VILLAGE CENTER, SUITE C- 209 � MIN. MINIMUM 970/904- 5670 CELL 0105 EDWARDS VILLAGE BLVD. A5- 2 BUILDING ELEVATIONS E2.2 UPPER LEVEL H � H LU L I A LAN IM .O. MASONRY OPENING 970/477 -0411 JOB SITE P.O. BOX 2658 INDEX AND COVER SHEET REV'D REVERSED 970/477 -0416 FAX � JOB SITE EDWARDS, CO 81632 A6- 1 BUILDING SECTION E2.3 MAW FLOOR ELECTRICAL PLAN I 970/926 - 7575 E2.4 SECOND FLOOR ELECTRICAL PIAN ��, a � R.O. ROUGH OPENING 970/926 - 7576 FAX - WALL OPENING SCHEDULES INCLUDED IN SUPPUMENTAL 8- 1 /2 " X 11 " � SIM . SIMILAR CONTACT: THOMAS A. BRAUN , AICP PACKET E2 . 5 THIRD FLOOR ELECTRICAL PLAN � EMAIL TOM�BRAUNASSOCIATES.COM T.O. TOP OF - FINISH SCHEDULE INCLUDED IN 8- 1 /2 " X 11 " SUPPLIMENTAL PACKET E2 . 6 PENTHOUSE FLOOR ELECTRICAL PLAN TYP . TYPICAL DRAWN BY J 0 LSP- 1 LOWER LEVEL HEALTH CLUB LIFE-SAFETY PLAN CHK ' D BY LSP- 2 UPPER LEVEL HEALTH CLUB LIFE-SAFEfY PLAN SHEET FILE LSP- 3 MAIN LEVEL LIFE-SAFETY PIAN COPYRICHT 2000 BY DAVIS PARTNERSMIP P.C. LSP-4 SECOND FLOOR UFE- SAfE7Y PI.AN sNEer NuueER LSP -5 THIRD FLOOR LIFE- SAFETY PLAN I N D E X LSP- 6 PENTHOUSE FLOOR LIFE- SAFET' PLAN D. P.A. PROJECT # 0022000 Page # 23 Code review for : Project Id . : Address : CRAWLSPACE REQUIREMENTS : 1 ) Provide ventilation either by mechanical means or by openings in exterior walls . Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space . Openings shall be distributed on two opposite sides and be located as close to corners as practical . - - Sec . 2306 . 7 Note : Vent openings may be reduced to lOa of the above if ground surface area is covered with an approved vapor barrier and the building official approves . 2 ) Provide 18 - inch by 24 - inch access opening to the crawl space area . Note : Opening may be required to be larger if inechanical equipment is located in the crawl space . - - Sec . 2306 . 3 3 ) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood , the minimum clearance between exposed earth and floor joist is 18 inches . The minimum clearance to beams and girders is 12 inches . - - Sec . 2306 . 3 ATTIC REQUIREMENTS : 1 ) Provide an access to all attic areas with a clear height of 30 inches or more . The minimum size is 22 inches by 30 inches . There must be 30 inches or more clear height above the access . - - Sec . 1505 . 1 2 ) Provide ventilation in all attic areas . The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area . The vent area may be 1 / 300 if at least 50 % of the required ventilating area is provided by ventilators located in the upper portion of the attic . The upper ventilators must be at least 3 feet above the eave or cornice vents . - - Sec . 1505 . 3 , Exception i The vent area may be 1 / 300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation . - - Sec . 1505 . 3 , � xception 2 3 ) Where eave or cornice vents are installed , insulation sha11 not block the fee flow of air . A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing . - - Sec . 1505 . 3 Page # 22 Code review for : Project Id . : Address : 12 ) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact . - - Sec . 9 . 20 . 4 13 ) The bottom of mirror is required to be within 38 inches of the floor . - - Sec . 9 . 16 . 6 & Fig . B4 . 20 . 3 . 1 GLAZING REQOIREMENTS Al1 glazing in hazardous locations is required to be of safety glazing material . - - Sec . 2406 . 3 & 2406 . 9 Locations : 1 ) Glazing in ingress and egress doors except jalousies . 2 ) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors . 3 ) Glazing in storm doors . 4 ) Glazing in all unframed swinging doors . 5 ) Glazing in doors and enclosures for hot tubs , whirlpools , saunas , steam rooms , bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet . 6 ) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 - inch arc of either vertical edge of the dcor in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface . 7 ) Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 above , than meets all of the following conditions : A . Exposed area of an individual pane greater than 9 square feet . B . Exposed bottom edge less than 18 inches above the floor . C . Exposed top edge greater than 36 inches above the floor . D . One or more walking surfaces within 36 inches horizontally of the plane of the glazing . 8 ) Glazing in railings regardless of height above a walking surface . Included are structural baluster panels and nonstructural in - fill panels . 9 ) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side an� the glazing is within 5 feet of the pool or spa water ' s edge . 10 ) Glazing in wa11s enclosing stairway landings or within 5 feet o£ then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface . in front of the lavatory and sha11 extend 19 inches maximum under the lavatory . - - Sec . 4 . 20 . 3 . 2 & Fig . B9 . 20 . 3 . 2 Page # 21 Code review for : Project Id . : Address : TOILET FACILITIES : 1 ) A 60 inch diameter unobstructed turning space is required in the toilet room . - - Sec . 4 . 16 . 3 , 4 . 2 . 3 & Fig . B4 . 2 . 3 2 ) Water closet shall be mounted adjacent to a side wall or partition . The distance from the side wa11 or partition to the centerline of the water closet shall be 18 in . Sec . 4 . 17 . 1 3 ) When the accessible water closet is not in a stall : The clear floor space shall be 48 in minimum in front of the water closet and 92 in from the center line of the water closet on the side not adjacent to the wall . - - Sec . 9 . 17 . 2 & Fig . B4 . 17 . 2 4 ) When the accessible water closet is in a stall : The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets . - - SEC . 4 . 18 . 3 . 1 If the door swings into the stall , the required depth shall be increased by 36 inches minimum . - - Sec . 4 . 18 . 3 . 2 & Fig . B4 . 18 . 3 . 1 5 ) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall �nd on the side wa11 closest to the water closet . - - Sec . 4 . 29 . 2 . 2 & Figs . B4 . 17 . 3 , B9 . 17 . 4 and B4 . 18 . 3 . 1 a ) Side grab bar is required to start within 12 inches of the back wall and extend to 59 inches from the back wall . ( The minimum length of the bar is 92 in ) - - Sec . 9 . 17 . 9 . 1 & Figs . B4 . 17 . 3 and B4 . 18 . 3 . 1 b ) The rear bar shall be 29 in long minimum , centered on the water closet . Where space permits , the bar shall be 36 in long minimum , with the additional length provided on the transfer side . - - Sec . 9 . 17 . 4 . 2 & Figs . B4 . 17 . 3 , B9 . 17 . 4 and B9 . 18 . 3 . 1 6 ) The top of the seat on the water closet is required to be 17 to 19 inches above the floox . - - Sec . 4 . 17 . 3 & Fig . B9 . 17 . 3 7 ) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor . - - Sec . 4 . 19 . 2 8 ) A clear area of 30 X 48 inches minimum is required in front of the urinal . Privacy shields shall not extend beyond the front edge of the urinal rim , unless they are 30 inches apart minimum . - - Sec . 9 . 19 . 3 9 ) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron . - - Sec . 4 . 20 . 2 . 1 & Fig . B4 . 20 . 3 . 1 10 ) It shall extend 17 inches minimum from the wall . The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the £ loor . The dip of the overf ]. ow shall be ignored wh � n checking the clearances . - - Sec . 4 . 20 . 3 . 1 & Fiy . B4 . 20 . 3 . 1 11 ) A clear floor space of 30 X 98 inches minimum shal. l be provided Page # 20 Code review for : Project Id . : Address : WATER FOUNTAINS AND WATER COOLERS : At least 50 percent of drinking fountains , but not less than one , provided on every floor shall be accessible . - - UBC Sec . 1105 . 9 . 1 Accessible units must comply with the following : 1 ) Spout is to be within 36 inches of the floor . - - Sec . 4 . 15 . 2 . 1 2 ) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge . Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge . - - Sec . 4 . 15 . 2 . 2 3 ) Spouts shall provide a flow of water 4 inches height minimum . - - Sec . 9 . 15 . 2 . 3 4 ) Operable parts shall be located at or near the front edge of the unit and shall comply with 9 . 25 . 4 - - Sec . 4 . 15 . 3 5 ) A cantilevered unit is required to extend 17 inches minimum from the vertical support . Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor . - - Sec . 4 . 15 . 9 . 1 6 ) Eorward approach units shall comply with 4 . 2 . Units in alcoves shall comply with 9 . 2 . 9 . 4 . Units not having the necessary knee and toe clearance or clear space under them shall comply with 4 . 2 . 4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach . - - Sec . 9 . 15 . 4 . 2 Page # 19 Code review for : Project Id . : Address : For A3 occupancy PLATFORM : 1 ) Permanent platforms shall be constructed of materials as required for the building type of construction . - - Sec . 405 . 2 2 ) If the area under the platform is used for any purpose ( including storage ) other than equipment wiring or plumbing , then the floor construction shall be not less than 1 hour fire resistive . - - Sec . 405 . 2 For B occupancy For S3 occupancy 1 ) In parkinq garages where any parking is located more than 5 feet above the adjacent grade , vehicle barriers shall be provided . — Sec . 311 . 2 . 3 . 5 2 ) The minimum clear height is required to be 7 feet . - - Sec . 311 . 2 . 3 . 3 3 ) Parking garages require a ventilation system that exhausts 1 . 5 cfm per sq . ft . of floor area . - - Sec . 1207_ . 2 . 7 Floor - B 2 Occupancy- Health Club When seats are not fixed , the capacity of this area is required to be posted at 130 occupants in a conspicuous place on an approved sign near the main exit . - - Sec . 1Ci07 . 2 . 6 Floor - B 1 Occupancy- Health Club , Restaur When seats are not fixed , the capacity of this area is required to be posted at 469 occupants in a conspicuous place on an approved sign near the main exit . - - Sec . 1G07 . 2 . 6 Floor - lst Occupancy - Restaurant When seats are not fixed , the capacity of this area is required to be posted at 160 occupants in a conspicuous place on an approved sign near the main exit . - - Sec . 1G07 . 2 . 6 Floor - 1st Occupancy- Offices , Etc . ACCESSIBLE FACILITIES : NOTE : Except as noted , section numbers listed below are from CABO / ANSI All7 . l - 1992 Page # 18 Code review for : Project Id . : Address : WALL AND CEILING FINISH : 1 ) Wall and ceiling finish materials are required to comply with Sec . 804 . 1 and Table 8 -B . 2 ) Carpeting on the ceiling is required to have a Class I flame spread rating . - - Sec . 804 . 2 3 ) Textile wall coverings shall have Class I flame spread rating . and shall be protected by automatic sprinklers or meet the acceptance criteria of U . B . C . Standard No . 8 - 2 - - Sec . 805 4 ) Toilet room floors shall have a smooth , hard nonabsorbent surface that extends upward onto the walls at least 5 inches . - - Sec . 807 . 1 . 1 5 ) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth , hard nonabsorbent surface . — Sec . 807 . 1 . 2 INS�LATION NOTES : 1 ) All insulation material including facings are required to have a Plame - spread rating of 25 or less and a maximum smoke density of 450 . - Sec . 70 � . 3 2 ) Foam plastic insulations are required to be protected . - - Sec . 2602 ADDITIONAL REQUIREMENTS : For R1 occupancy 1 ) Provide a window or door to the exterior from every room below the fourth story used for sleeping . - - Sec . 310 . 4 . The window must provide a clear open area of 5 . 7 sq . ft . , a clear height of 24 inches ( minimum ) , and a clear width of 20 inches ( minimum ) . - - Sec . 310 . 9 2 ) All habitable rooms require exterior glazed openinqs equal to 1 / 10 or more of the floor area . ( min 10 sq . ft . ) - - Sec . 1203 . 2 3 ) All habitable rooms require an operable exterior openings equal to 1 / 20 or more of the floor area . ( min 5 sq . ft . ) - - Sec . 1203 . 3 4 ) Apartments - Provide a smoke detector iri all sleeping rooms and areas having access to sleeping rooms . - - Sec . 310 . 9 . 1 . 4 5 ) Hotel /Motel - Provide a smoke detector in the main room or each sleeping room . - - Sec . 310 . 9 . 1 . 5 6 ) The minimum ceilinq in a habitable space is � feet 6 inches except kitchens , halls , and baths may have a ceiling height of 7 feet . - - Sec . 310 . 6 . 1 Code review for : Page # 17 Project Id . : Address : STANDPIPE REQUIREMENTS : A class I standpipe is required . - - Table 9 -A A hose is not required . - - Table 9 -A FOOTNOTES : 1 ) The location is to be per Section 904 . 5 . 3 . 2 ) A standpipe is not required in the basement . - - Table 9 -A , footnote 1 FIRE ALARM SYSTEM : An approved manual and automatic fire alarm system is required in this building . - - Sec . 310 . 10 A separate fire alarm system need not be provided in buildings that have a supervised sprinkler system having a local alarm to notify all occupants . - - Sec . 310 . 10 exc . 2 The alarm system is to be as set forth in the Fire Code . LIGHT AND VENTILATION 1 ) Al1 habitable rooms require exterior glazed openings equal to 1 / 10 or more of the floor area . ( min 10 sq . ft . ) - - Sec . 1203 . 2 Exception : Kitchens may be provided with artificial light . 2 ) All habitable rooms reguire an operable exterior openings equal to 1 / 20 or more of the floor area . ( min 5 sq . ft . ) - - Sec . 1203 . 3 The minimum area in bath rooms is 1 1 / 2 sq . ft . Exc : Laundry Rooms In lieu of required exterior openings for ventilation , a mechanical ventilation system may be provided . Such system shall be capable of providing two air changes per hour . 3 ) In bathrooms containing a bathtub or shower and laundry rooms , the ventilation system shall be connected directly to the outside and be capable of providing five air changes per hour . The point of discharge shall be at least 3 feet from any openings which allows air entry into the building . Rooms which only contain a water closet and / or lavatory may be vented using a mechanical recirculGting fan designed to remove odors from the air . - - Sec . 1203 . 3 Page # 16 Code review for : Project Id . : Address : 1 ) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117 . 1 . At least 50 percent of all entrances sha11 be accessible . - - Sec . 1103 . 2 . 3 2 ) When more that one exit is required from any accessible space , each accessible portion of the space shall be served by not less than two accessible means of egress . - - Sec . 1104 . 1 . 1 3 ) When an exit stairway is part of an accessible means of egress , the stairway shall have a clear width of not less than 48 inches between the handrails . The stairway shall either incorporate an area of refuge within an enlarged story- level landing or shall be accessed from an area of refuge . - - Sec . 1104 . 1 . 2 The area of refuge shall have direct access to the stairway that serves it . - - Sec . 1104 . 2 . 1 4 ) Each area of re £ uge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants , or portion thereof . - - Sec . 1109 . 2 . 3 5 ) If the area of refuge is not within the stairway , it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating . Smoke barriers shall extend to the roof or floor deck above . Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes . — Sec . 1109 . 2 . 4 6 ) Two -way communications are required . - - Sec . 1104 . 7_ . 5 7 ) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility . - - Sec . 1104 . 2 . 7 8 ) NOTE : Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge . - - Sec . 1104 . 1 . 2 , Exception 2 ROOFING REQOIREMENTS : 1 ) The roofing on this building is required to be Class B or better . - - Table 15 -A 2 ) See section 1504 and ICBO research reports for requirements . AOTOMATIC SPRINKLER SYSTEMS : If there are 100 or more sprinklers , all valves controlling the water supply and water - flow switches shall be electrically monitored . Valve monitoring and water - flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station , remote station or proprietary monitoring station . - - Sec . 909 . 3 . 1 Page # 15 Code review for : Project Id . : Address : RAMP REQUIREMENTS : 1 ) The minimum width is 99 inches . If a ramp serves an occupant load of 99 or less , it may be 36 inches wide . If the ramp is serving a high occupant load , check exit table above for required width . - - Sec . 1003 . 4 . 2 2 ) If the ramp is part of the accessible route , the maximum slope is 1 : 12 . Al1 other ramps may have a slope of 1 : 8 or less . - - Sec . 1003 . 3 . 4 . 3 3 ) When the slope is greater than 1 : 20 , landings shall be provided at the top , bottom arid for each 5 feet of rise . Top landings and intermediate landings shall be at least 5 feet in the direction of trave L Landings at the bottom of ramps shall be at least 6 feet in the direction of travel . - - Sec . 1003 . 3 . 4 . 9 4 ) Handrails shall be per stair requirements . - - Sec . 1003 . 3 . 4 . 5 5 ) The surface shall be roughened or shall be of slip - resistant materials . - - Sec . 1003 . 3 . 4 . 8 LANDINGS AT DOORS : 1 ) A floor or landing shall be provided on each side of doors . When access for persons with disabilities is required . the floor or landing shall not be more than 1 / 2 inch lower than the threshold . When access is not required , the maximum is 1 inch . - - Sec . 1003 . 3 . 1 . 6 2 ) Landings shall have a width not less than the width of the stairway or width of the doorway , whichever is the greater . Where a landing serves an occupant load of 50 or more , doors in any position shall not reduce the landing dimension tc less than one half it required width . The minimum length in the direction of exit travel is 44 inches . - - Sec . 1003 . 3 . 1 . 7 TRAVEL DISTANCE : ( distance to an exit ) The maximum travel distance in this building is 250 feet . - - Sec . 1004 . 2 . 5 . : Travel distance shall not be limited within an exit enclosure or exit passageway . - - Sec . 1005 . 2 . 2 BUILDING ACCESSIBILITY : When there is more than 20 dwelling units , at least 2 percent , but not less than one unit shall be accessible . - - Sec . 1103 . 1 . 9 . 3 See Exceptions in code Page # 14 Code review for : Project Id . : Address : Stairways are required to be in exit enclosures . - - Sec . 1005 . 3 . 3 . 1 1 ) The walls of the enclosure are required to be 2 hr fire assemblies . - - Sec . 1005 . 3 . 3 . 2 2 ) The openings into the exit enclosure are required to be 1 1 / 2 hour assemblies . Note : Openings into enclosure are limited to those necessary for egress normally occupied spaces . Doors shall be maintained self - closing or shall � e automatic closing by actuation of a smoke detector . - - Sec . 1005 . 3 . 3 . 5 3 ) A connection to the exterior is required with the same fire protection as the exit enclosure . - - Sec . 1005 . 3 . 3 . 3 4 ) The space under the stairs ( enclosed or not ) may not be used for any purpose . - - Sec . 1005 . 3 . 3 . 6 5 ) Approved stairway identification siqns shall be located at each floor leve ]. in all enclosed stairways in buildings four or more stories in height . - - Sec . 10033 . 3 . 13 6 ) At least one stairway is required to extend to the roof unless the roof slope is greater than 4 : 12 . - - Sec . 1003 . 3 . 3 . 11 7 ) A barrier is required at grade level . - - Sec . 1005 . 3 . 3 . 4 ELEVATOR REQUIREMENTS : 1 ) When the elevator vertical travel is 25 feet or more , each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only . - - Sec . 3003 . 2 2 ) In building three or more stories in height , at least one elevator serving all floors shall accommodate a wheelchair . See the complete list of requirements in code book . - - Sec . 3003 . 4 . 1 3 ) In all structures four or more stcries in height , at least one elevator shall be provided that can accommcdate an ambulance - type stretcher 76 inches by 24 inches in the horizontal position . - - Sec . 3003 . 5 4 ) Shafts ( hoistways ) housing elevatcrs extending through more than two floor levels shall be vented to the outside . The area of the vent shall not be less than 3 1 / 2 percent of the area of the elevator shaft , provided a minimum of 3 square feet per elevator is provided . - - Sec . 3004 . Vents shall be capable of manual operation only . Page # 13 Code review for : Project Id . : Address : FLUSH AND SORFACE BOLTS : Manually operated edge - or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device sha11 not be used . When automatic flush bolts are used , the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware . The unlatching of any leaf shall not require more than one operation . - - Sec . 1003 . 3 . 1 . 8 LOCKS AND LATCHES : Regardless of the occupant load served , ex :i_ t doors shall be openable from the inside without the use of a key or any special knowledge or effort . - - Sec . 1003 . 3 . 1 . 8 STAIR NOTES : Private stairs : Private stairways and stairs serving an occupant load less than 10 : 1 ) A private stairway must be at least 36 inches wide . - - Sec . 1003 . 3 . 3 . 2 2 ) The maximum rise of a step is 8 inches and the minimum run is 9 inches . - - Sec . 1003 . 3 . 3 . 3 , Exception 1 3 ) Provide a handrail on one side of stairway 34 to 38 inches above the nosing if there is more than 3 risers . - - Sec . 1003 . 3 . 3 . 6 , Exceptions Public stairways : 1 ) The rise of steps shall not be less than 4 inches or greater than � inches . The minimum run is 11 inches . The maximum variation is 3 / 8 inch in a flight of stairs . - - Sec . 1003 . 3 . 3 . 3 2 ) The minimum width of a stairway is 36 inches , 44 inches if the occupant load is greater than 49 . - - Sec . 1003 . 3 . 3 . 2 Also see exit table above to see if minimum width is greater than 44 inches . 3 ) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing . May be on one side of stairways less than 44 inches wide . - - Sec . 1003 . 3 . 3 . 6 , Exception 1 4 ) Provide a guard rail where drop off is greater than 30 inches . - - Sec . 509 . 1 5 ) The minimum height is 42 inches . - - Sec . 509 . 2 6 ) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through . - - Sec . 509 . 3 The triangular opening formed at the riser , tread and guardrail may be 6 inches . — 509 . 3 , Exception 2 7 ) The minimum headroom is 6 ft . - 8 inches . Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points . - - Sec . 1003 . 3 . 3 . 4 8 ) Enclosed usable space under the stairs is required to be protected as required for 1 hr . fire - resistive construction . - - Sec . 1003 . 3 . 3 . 9 Page # 12 Code review for : Project Id . : Address : Exit signs are required from all areas where 2 or exits are required . - - Sec . 1003 . 2 . 8 . 2 , Exception 2 No poirit to be more than 100 feet from an exit sign . Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved . - - Sec . 1003 . 2 . 8 . 2 , Exception 1 Door swing is based on Sec . 1003 . 3 . = . 5 except as noted . Occupant load factor is based on Table 10 -A . Number of exits is based on Table 10 -A except as noted . Exit width is in inches and based on Sec . 1003 . 2 . 3 and Table 10 - B Exit width is to be divided approximately equally amonq exits . - - Sec . 1003 . 2 . 3 . 2 Width shown for all areas is based on other egress components . Width shown for lst floor is based on other egress components . Width shown for other floors & basements is based on stairways . - - Table 10 - B NOTE : When the occupant load on an upper floor is greater than the floor ( s ) below , minimum exiting requirements are maintained . - - Sec . 1003 . 2 . 3 . 3 For the minimum width of doors , see Sec . 1003 . 3 . 1 . 3 For the minimum width of hallways , see Sec . 1004 . 3 . 3 . 2 For the minimum width of corridors , see Sec . 1009 . 3 . 4 . 2 For the minimum width of stairways , see Sec . 1003 . 3 . 3 . 2 FOOTNOTES : 4 ) Panic hardware is based on Sec . 1007 . 2 . 5 See exception for main exit in A- 3 occupancies and churches . 11 ) Corridors within an office space with an occupant load of 100 or less are not required to be rated . - - Sec . 1004 . 3 . 4 . 3 , Exception 5 17 ) The requirement for this hallway / corridor to be a corridor is based on the hallway in a portion of this area being an intervening room . - - Sec . 1009 . 2 . 2 & 1004 . 3 . 3 . 1 18 ) The requirement for this hallway / corridor to be a corridor is based on this area requiring more than one exit . - - Sec . 1009 . 2 . 2 , Exception : NOTE : One exit may be through an adjoining or intervening room , which in turn provides direct access to an exit or to a corridor . - - Sec . 1004 . 2 . 2 , Exception 4 . 20 ) The requirement for this hallway / corridor to be a corridor is based on this area having an occupant load of 10 or more . - - Sec . 1007 . 6 . 1 Page # 11 Code review for : Project Id . : Address : 1 Restaurant 160 2 32 . 0 Yes N /A Out 9 1 Offices , Etc . 19 1 3 . 8 No N /A N / R 1 Apartment or Condo 50 2 10 . 0 No Corridor Out 20 18 TOTAL 229 2 45 . 8 Yes Corridor Out 17 B1 Health Club , Restaur 464 2 92 . 8 Yes Corridor Out 4 11 18 Bl Office , Etc . 40 2 8 . 0 No Corridor N / R 11 18 Bl Parking Garage 21 1 4 . 2 No N /A N / R TOTAL 525 3 157 . 5 Yes Corridor Out 17 B2 Health Club 130 2 26 . 0 Yes N /A Out 9 B2 Offices , Wine Bar 22 1 4 . 4 No N /A N / R TOTAL 152 2 157 . 5 Yes Corridor Out 17 Hallways shall be considered as interveninq rooms for exit - access design purposes . - - Sec . 1004 . 3 . 3 . 1 Walls and ceilings of hallways are rot required to be fire - resistive unless they are required to be fire - resistive based construction type . - - Sec . 1009 . 3 . 3 . 3 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision . - - Sec . 1004 . 3 . 3 . 4 Elevator lobbies are not required . - - Sec . 1009 . 3 . 3 . 5 In areas where 2 exits are required , the minimum separation is 1 / 2 of the maximum diagonal of the area or floor . - - Sec . 1004 . 2 . 4 When 2 exits are required , exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit , except for dead ends not exceeding 20 feet in length . - - Sec . 1004 . 2 . 6 Code review for : Page # 10 Project Id . : Address : HEATING EQUIPMENT SEPARATION : FOR Rl OCCUPANCY : A 1 hr . occupancy separation is required around rooms containing a boiler or central heating unit serving more than one unit . - - Sec . 302 . 5 exc . 2 FOR A3 OCCOPANCY ; A 1 hr . occupancy separation is required around rooms containing a boiler or central heating unit greater than 400 , 000 BTU input . - - Sec . 302 . 5 FOR B OCCUPANCY : A 1 hr . occupancy separation is required around rooms containing a boiler or central heating unit greater than 400 , 000 BTU input . - - Sec . 302 . 5 FOR S3 OCCOPANCY : A 1 hr . occupancy separation is required around rooms containing a boiler or central heating unit greater than 400 , 000 BTU input . - - Sec . 302 . 5 ADDITIONAL SEPARATIONS : A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area . A horizontal occupancy separation may be limited to the actual floor area of the machinery room . Structural supporting elements shall be protected for the type of construction only . - - Sec . 2g02 A 9 hour separation is required from an Rl occupancy . - - Table 3 - B FOR R1 OCCUPANCY : A 1 hr . occupancy separation is required around common storage and laundry rooms . - - Sec . 310 . 2 . 2 A 1 hr . fire separation is required between dwelling units . - - Sec . 310 . 2 . 2 EXIT REQUIREMENTS : FL NAME NUMB MIN MIN _ _ _ _ - OCC- EXITS WIDTH _ HDWRC_ CORR�DOR DWIN � NOTES - - - - - - - - - - 9 Apartment or Condo TOTAL 34 2 6 • 8 No Corridor N/ R 20 18 2 1 � � 2 No Corridor N / R 17 3 Apartment or Condo 68 TOTAL 68 2 13 . 6 No Corridor Out 20 18 2 20 • 9 No Corridor Out 17 2 Apartment or Condo � 1 TOTAL 71 2 19 • 2 No N /A Out 2 21 . 3 No Corridor Out 17 Page # 9 Code review for : Project Id . : Address : OCCUPANCY SEPARATIONS - - Table 3 -B Rl -A3 lhr NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour . - - Table 3 - B , Footnote 5 R1 -B lhr NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour . - - Table 3 - B , Footnote 5 R1 - S3 3hr The separation may be two hours if limited to parking or storage of private or pieasure vehicles . - - Sec . 302 . 4 exc . 2 NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour . - - Table 3 - B , Footnote 5 A3 - B Ohr NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour . - - Table 3 - B , Footnote 5 A3 - S3 3hr NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour . - - Table 3 - B , Footnote 5 B- S3 lhr A customer waiting room not exceeding 450 sq . ft . with an exit to the exterior is not required to be separated . - - Sec . 302 . 1 exc . 2 . 5 NOTE : Group S , Division 3 Occupancies used exclusively for parking or storage of pleasure - type motor vehicles and provided no repair or refueling is done may have the occupancy separation reduced one hour , - - Table 3 - B , Footnote 5 Page # 8 Code review for : Project Id . : Address : DRAFT STOPS : If there is combustible construction in the floor / ceiling assembly , draft stops sha11 be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas . - - Sec . 708 . 3 . 1 . 1 . 2 If there is combustible construction in the roof / ceiling assembly , draft stops shall be installed in line with walls separating individual dwelling units and guest rooms from each other and from other areas . - - Sec . 708 . 3 . 1 . 2 . 1 When sprinklers are installed in the attic , the area may be 9 , 000 sq . ft . and the greatest horizontal dimension may be 100 feet . Page # 7 Code review for : Project Id . : Address : SMOKE and FIRE DAMPERS - - Sec . 713 . 10 and 713 . 11 Dampers shall be accessible for inspection and servicing : 1 . Penetrations through area separation walls . Penetrations through occupancy separations . 2 . Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress . Exception : Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0 . 019 - inch thickness ( 26 gage ) and have no openings serving the corridor . 3 . Penetrations of shaft enclosures . Exceptions : 1 . Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward . 2 . Penetrations of a fi � e - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position . 3 . Smoke dampers are not required when shaft is exhaust only , and is used for continuously operating fans . 4 . Penetrations of the ceiling of fire - resistive floor- ceiling or roof - ceiling assemblies . Exception : Smoke dampers are not required . 5 . Penetrations of an atrium enclosure element . Exception : Smoke dampers are not required . 6 . Penetrations of exterior walls where protection of openings is required . Exception : Smoke dampers are not required . � . Penetrations of areas of refuge . Exception : Ventilation system designed to supply outside air during an emerqency . 8 . Smoke dampers are required in smoke barriers and elevator lobbies . Paqe # 6 Code review for : Project Id . : Address : FLOOR / CEILING AND ROOF / CEILING ASSEMBLIES - - Sec . 710 . 2 Through pentrations : Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shart enclosures . - - Sec . 710 . 2 . 1 Exceptions : l . When penetrating items are steel , ferrous or copper conduits , pipes , tubes and vents through a single concrete floor , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 144 square inches . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system . - - Sec . 710 . 2 . 3 Exception : Floor penetrations contained and located within the cavity of a wall do not require a T rating . Membrane penetrations : The requirements are the same as for through penetrations . - - Sec . 710 . 3 Exceptions : 1 . When penetrating items are steel , ferrous or copper conduits , electrical outlet boxes , pipes , tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion . Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations . 2 . Electrical outlet boxes that have been tested for use in fire - assemblies . 3 . Sprinklers with metal escutcheon plates . Fire - resistive roofs may have unprotected openings . - - Sec . 710 . 9 Page # 5 Code review f. or : Project Id . : Address : PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES - - Sec . 709 . 6 Through penetrations : 1 ) Penetrations shall be installed as tested in the rated assembly . - - Sec . 709 . 6 . 2 2 ) Penetrations shall be protected by an approved penetration firestop system and sha11 have an F rating of not less than the required rating of the wall penetrated . - - Sec . 709 . 6 . 3 Exception : When penetratinq items are steel , ferrous or copper pipes or steel conduits and the wall is concrete or masonry , the annular space shall be permitted to be grout or mortar . The minimum thickness is the thickness required to maintain the fire rating . The maximum size of the penetrating items is equivalent to a 6 - inch diameter and the opening is a maximum of 144 square inches . - - Sec . 709 . 6 . 1 Membrane penetrations : The requirements are the same as for through penetrations . - - Sec . 709 . 7 Exceptions : 1 . Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area . Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches . 2 . Sprinklers with metal escutcheon plates . Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained . - - Sec . 709 . 7 Page # 4 Code review for : Project Id . : Address : OTHER B� ILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wa11 Noncombustible 1 hr Interior nonbrg wa11 Noncombustible 1 hr See Footnote # 7 Structural Frame Noncombustible 1 hr Exterior Struct Frame Noncombustible 1 hr See footnote # 1 Shaft Enclosure Noncombustible 1 hr Floor / Ceiling Assembly Noncombustible 1 hr See Footnote # 9 Roof / Ceiling Assembly Noncombustible 1 hr See Footnote # 8 Stairs Noncombustible None NOTE : See Section 711 for shaft enclosure exceptions . FOOTNOTES : 1 ) Elements in an exterior wall located where openings are not permitted or where protection of openings is required , shall be protected against external fire exposure as required for exterior bearing walls or the structural frame , whichever is greater . - - Table 6 -A , footnote 1 4 ) Fire - retardant treated wood may be used within interior non-bearing 1 hr . wall assemblies . - - Table 6 -A , footnote 2 5 ) Nonload-bearing walls within a tenant space that are not part of a 1 hr . corridor may be of : a ) Noncombustible ( nonrated ) materials b ) Fire retardant - treated wood c ) One - hour construction ( any material ) - - Sec . 601 . 5 . 2 . 1 7 ) Nonload-bearing walls within a dwellinq unit that are not part of a corridor may be of : a ) Noncombustible ( nonrated ) materials b ) Fire retardant - treated wood c ) Combustible framing with noncombustible covering in Type III and V construction - - Sec . 601 . 5 . 2 . 2 8 ) If the entire roof structure is 25 feet or more above any floor , the fire rating may be allowed to be eliminated . See limitations and requirements . — Sec . 603 . 5 & 602 . 5 9 ) In areas with vehicles or airplanes , the floor shall be of noncombustible , nonabsorbent mater - als . - - Sec . 307 . 2 . 2 Page # 3 Code review for : Project Id . : Address : EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5 -A NORTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wa11 Protection Material Required R1 1 hour 1 hour None Non - Comb No A3 1 hour 1 hour None Non - Comb No B 1 hour 1 hour None Non - Comb No S3 1 hour 1 hour None Non - Comb No EAST Eor Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required Rl 1 hour 1 hour None Non -Comb No A3 1 hour 1 hour None Non -Comb No B 1 hour 1 hour None Non -Comb No S3 1 hour 1 hour None Non-Comb No SOUTH For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 0 hour None Non- Comb No A3 1 hour 0 hour None Non- Comb No B 1 hour 0 hour None Non -Comb No S3 1 hour 0 hour None Non - Comb No WEST For Bearing Non - Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R1 1 hour 1 hour None Non -Comb No A3 1 hour 1 hour None Non -Comb No B 1 hour 1 hour None Non -Comb No S3 1 hour 1 hour None Non -Comb No None - - No fire protection requirements for openings . 3 / 4 hour - - Openings are to be protected with 3 / 4 hr fire assemblies . SOo of the area of the wall maximum . — Table 5 -A , Footnote 5 & Sec . 503 . 2 . 2 Maximum single window size is 84 sq . ft . with no dimension greater than 12 feet . - - Sec . 713 . 8 Not Allowed - - Openings are not permitted in this wall . Page # 2 Code review for : Project Id . : Address : B2 Offices , Wine Bar B ok 2158 8 'L350 0 . 03 ok TOTAL FOR FLOOR 15135 64095 0 . 24 ok BUILDING TOTAL 49098 82350 0 . 6 ok - - Sec . 504 and Table 5 -B The actual height of this building is 53 feet . The maximum height of the building is 65 feet . - - Table 5 -B IMPORTANT NOTE : " Upper Level Health Club " level must qualify as a " basement " under the definitions in Chapter 2 for the allowable area , height and number of stories to conform to minimum UBC reuirements . It appears that the distance from the finished floor above this level to grade exceeds 12 feet on the south elevation . If this is true , this level does not qualify as a " basement " and would need to be counted as a Sth story . As a five - story buildinc with one basement , the allowable area , allowable number of stories and the mixed occupancy calculation would exceed what is permitted by the 1997 �BC . See Sec . 220 for the definition of " story . " This issue must be resolved . i � _ - - � GENERAL NOTES : ' � 1 � ' . - � Archit ts , 2301 BLAKE ST. , STE. #100 OENVER, COLORAD080205 303.861 .8555 F.303.861 .3�27 0137 MAIN STREET . UNIT C108 POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 970.926.8960 F.970.926.8961 � � i 5 CONSULTANT NAME CONSULTANT ADDRESS CONSULTANT CITY �I ISSUE/REVISION DATE NO. � , . FOREP ASDE Sk IILPERMIMISET 0%20/00 2 � � ; � � � I � I � O � � • Y � OO . ��P�� OF C0��99D , }. j ATrva�K � � GARY M. i * ADAMS � ! � � OOF HATC �! ' 1 O 1 � `, � J f A P, �� ✓� +; • � y , VAIL � MOUNTAIN ' � LODGE �I �ALCONY i BALCONY BALCONY CHIMNEY �nP. , E X P A N S I O N A N D � n�y � BALCONY AHU �j� rJ1w� � ; , �7 �,�, ,� RENOVATION �,� �� BALCONY BACLONY .� � BALCONY ALCON BALCONY �� 1 . �� BALCONY � EAST MEADOW � � . - ` � � DRIVE , � � � � � � - - - _=�— :: _ - - -� _ - - - -_-�=- - -__-= — — _ � VAIL , ! � COLORADO ; � � � FULL PHASE I ; AND II PERMIT SET � ' KEY PLAN ROOF PLAN > > > , 3 � , > DRAWN BY CRD � � +� � CHK'D BY ' i ' � SHEET FILE A4 - 1 . DWG � - CO�YRIGMT 2000 9f DAV15 GAR7NERSHM P,C. n � SHEEf NUMBER: � � A4 - 1 ; � ROOF PLAN 4 - 1 rf , ; � A4 _ , � � � ,. _ � ' - 0 " 0 4 ' 8 ' � _ _ _ _ -- — _ _ - ----- -- - — _ __ D . P.A. PROJECT # 0022000 � , - - . - _ - ---- --- - - _. � . , . > ,��' , � . . s GENERAL NOTES : : � DEMOLITION GENERAL NOTES DEMOLITION KEY NOTES � NOTE: NOT ALL NOTES MAY BE USED ON THIS SHEET. ' • 1 . THE CONTRACTOR SHALL PERFORM ALL DEMOL�TION WORK REQUIRED TO COMPLEiE THE RENOVATIONS } AND ADDITIONS • . � Archit lS REMOVE EXISTING DOOR AND FRAME. DISPOSE Of UNUSABLE MATERIAL IN A PROPER MANNER. 2. THE ARCHITECT SHALL BE NOTIFIED DURING DEMOLITION IF ANY AREAS ARE UNCOVERED THAT INDICATED � STORE AND PROTECT USABLE MAiERIALS fOR REUSE AS DIRECTED. ADDIiIONAL OR UNEXPECTED DISREPAfR OR DECAY. 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDIT1pNS ON SITE AND COMPARE THEM WITH THESE � REMOVE EXISTING DOOR AND FRAIAE. PREPARE EXIST. OPENING FOR INFILL. DISPOSE OF UNUSABLE PLANS. ANY ERRORS, INCONSISTENCIES, OR O�AISSIONS DISCOVERED SHALL BE REPORTEO TO THE � MATERIAL IN A PROPER MANNER. STORE AND PROTECT USABLE MAlERIALS FOR REUSE AS DIRECTED. ARCHITECT PRIOR TO BIDDING. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF THE BUILDING REMOVE EXISTING WALL PORTION OR EN11RE WALL AS INDICATED. DISPOSE OF BUI�DING MATERIAL 2301 BLAKE ST. , STE. #100 STRUCTURE AS NEEDED DURING DEMOLITION AND CONSTRUCTION. � IN A PROPER MANNER. DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 5. THE CONTRACTOR SHAIL 8E RESPONS18LE FOR ALL TEMPORARY PARTITIONING AND FOR SECURING AREAS • 8 8A J 'I O � 1 1 2 � 3 0137 MAIN STREET . UNIT C108 DURING THE DEMOLITION AND CONSTRUCTION WORK OF THE PROJECT. � REMOVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILpING MATERIAL IN A PROPER il POST OFFICE BOX 2711 MANNER AND PREPARE EXISTING OPENING FOR INFILL I �� EDWARDS, COIORADO 81632 6. DURING DEMOUTION AND CONSIRUCTION, THE CONTRACTOR SHALL PROTECT THE PROPERTY FROM DAMAGE � � , , , , 970.926.6960 F.970.928.8961 DUE TO WEA;ER OF OTHER CONDITIONS WHICH MAY ARISE AS A RESULT OF TEMPORARY EXPOSURE. 7. DAMAGE ON THE CONSTRUC110N SITE CAUSED BY THE CONTR.4CTOR OR A PARTY TO THE CONTRACTOR � REMOVE EXISTING FLOOR COVfRING. DISPOSE OF IN A PROPER IdANNER. — - � ' — � — - — ' � - � - — - — - — ' — - � - — - — - — - — - � - --- - — � — - � DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED PRIOR TO THE CONTRACT DATE OF � � i � � � � SUBSTANTIA� COMPLETION AT NO ADOITIONAL EXPENSE TO THE OWNER. � REMOVE EXISTING GLAZING. DISPOSE OF IN A PROPER MANNER. i I I 8. THE DEMOLITION PLANS ARE SCHEMATIC IN NATURE AND ARE ONLY A GUIDE TO DEMOl1TI0N. I ADDI110NAL DEMOlIT10N MAY BE REOUIRED TO COMPLETE THE CONSTRUCTION WORK AS PER PLANS ' ' ' ' ' ' ' AND THIS WORK SHALL BE INCLUOED IN THE CONTRACT SUM. 6 REMOVE EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAL OR STORE AS I ❑ REQUIRED ANO PROTECT AS DIRECiED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION. i , 9. ANY CONCEALED OR UNKNOWN CONDITION$ UNCOVERED TNAT ARE OF AN UNUSUAL NATURE NOT , � � � � ORDINARI�Y ENCOUNTERED IN WORK OF THIS KIND SHALL BE REPORTED TO THE ARCHITECT BEFORE REMOVE EXISTING PLUMBING FIXTURES, CAP AND REROUTE WATER SUPPIY AND VENTS AS I PROCEEDING `MTH ANY ADDI710NAL WORK. NO CLAIM FOR ADDITIONAL COST OR FOR T1�AE EXTENSION 7 REQUIRED. DISPOSE OF UNUSED PLUMBING FIXTURES IN A PROPER MANNER. STORE AND _ � _ _ � _ _ � _ � _ � _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ � _ _ _ _ � _ _ _ O WILL BE ALLOWED +MTHOUT PROPER NO110E, PRIOR �ETERMINATION OF EXPENSES AND TIME, AND � PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. AUTHORIZATION TO PROCEED. i i i i � � ;., 10. ALL MATERIAL SALVAGED FROM THE PROJECT SHALL REMAIN THE PROPERTY OF THE ON?JER AND REMOVE EXISTING STAIRS, STRINGERS, PANS, HANDRAILS AND REIATED ASSEMBLIES. I �� REMOVED, PROTECTED, AND STORED AS DIRECTED BY THE OWNERS REPRESENTATIVE. �. � DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBIY , , i i , i , il . ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS N0T SALVAGED, RE -USED, OR RETAINED BY PER ADJOINING AREAS FOR NEW WFILL AS INDICATED ON THE PLANS. I I TFi� OWNER A� NOTED ON THE DRAN�ry�S SHALL BECOME TH� PROP�RTY OF THE CONTRACTOR AND � BE PROMPTLY REMOVED FROM THE SITE. � REMOVE EXISTING FINISH MATERIALS TO fRAMING AT WALLS, FLOOR, AND CEIUNG. DISPOSE OF MATERIALS � � , � � � � + 12. THE OWNERS REPRESENTATiVE SHALL BE RESPONSIBLE FOR REMOVING EXISTING FURNITURE, SUPPLIES, � IN A PROPER MANNER. REPAIR OR REPLACE EXISTING GYPSUM WALL BOARD AS REQUIRED I I I I AND OTHER EXISTING EQUIPMENT PRIOR TO THE START OF DEMOLITION . TO ACCEPT NEW WALL, fL00R AND/OR CEIUNG TREAiMENT. i i � i � i � 13. A�L �EMOUTION MUST BE DONE WITH A MINIMAL AMOUNT OF DISRUPTION OF CONTINUING OPERATIONS ' 14. FXPOSURE OF ASB ST�s nR nnaFR TOXIC SUBSTANCES: IN THE EVENT OF DISCOVERY OF ASBESTOS � � NFORMAT10NnNDISPOSOEROF BUINDING MATERIALSRN ARPRO ER MANNER. DRAWINGS FOR ADDITIO�JAL . OR OTHER TOXIC SUBSTANCES, OR THE SUBSTANTIAL RISK THEREOF, THE CUENT HAS THE DUTY TO � i , , , ISSUE/REVISION DATE NO. INFORM THE ARCHITECT OF iHE KNOWN OR REASONABLY KNOWABLE RISKS. IF ASBESTOS OR OTHER TOXIC SUBSTANCES, OR THE RISK OF EXPOSURE TO THEM, IS DISCOVERED BY THE ARCHITECT DURING � � REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF I I WORK ON THE PROJECT, THE ARCHITECT SHALL HAVE SOLE DISCRETION TO SUSPEND WORK ON THE MATERIALS IN A PROPER MANNER. I I PROJECT. THE CLIENT SHALL HAVf THE DUTY TO PROMPTLY RETAIN A QUALIFIE� EXPERT TO SAFELY ' ' lb � a � � � ' REMOVE, ENCAPSULATE, OR SATISFY ANY AND ALL REGULATORY AGENCIES REQUIREMENTS FOR THE - ; - � . ' RESOLUTION OF THE CONDITION . THE CLJENT SHALL HOLD NARMLESS SUBCONTRACTORS AND THEIR � 2 REMOVE EXISTING MECHANICAL EQPT. AS REQ�D. DISPOSE OF UNUSABLE MATERIALS — } � � � � � � OFFI C E R S, A G ENTS, AND EMPLOYEES FROM A NY A N D A L L L I A BILI T Y ON THE PART OF OR DAMAGE T0, IN A PROPER MANNER STORE AND PROTECT USEABLE MAT'L FOR REUSE AS DIRECTED. 312 � ' III � � � � ' INCLUDING LEGAL FEES AND EXPENSES AS SUCH FEES AND EXPENSES ARE INCURRED, THEIR ENTITIES OR PERSCNS WHiCH MAY RESUIT FROM ?NF EXPCSURF OF ? SBFSTOS OR OTHER TCXIC SUBSTP.NCES II ON Tti-� = � � � �� - PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHITECTURAL�STRUCTURAL , , � �� , i i � _ �RAWINGS FOR MORE INFORMATION. DISPOSE OF BUILDING MATERIA�S IN A PROPER � ��+ ?.NNER. PATCH ANO REPAIR WALL TO ACCEPT NEW FINISH TREATMENT. _ _ � - - - . _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - � - - K - ?�MOVE POOL, STRUCTURAL FILL UNDER POOL, AND ALL ASSOCIATED PLUMBING, % —� i L�ECTRICAL, AND MECHANICAL EQUIPMENT. STRUCTURAL FLOOR SLAB O - — E�EV. 8154 TO REMAIN UNDISTURBED � - � - � - - -1i i i i i i - F R T THE TRUCTURAL DRAWINGS I - - I i � ' ll REMOVE EXISTING STRUCTURAL COLUMN. RE E 0 S _ I i � � � _ _�I� FOR ADDITIONAL INFORMATION. �ISPOSE OF MATERIALS IN A PROPER MANNER. - - I � , ', _ � I i E � _ � � ' '' � � T' � � � J ' � I REMOVE EXISTING EXTERIOR GLAZING. DISPOSE OF IN A PROPER MANNER. i _ - it� _ � - � ,--� i i J I � � I --� � �� , — t � ��I � - - - - - - - - I I �p�EpF CO`o9q REMOVE EXISTING FIREPLACE, HEARTH, DAMPER, FLUE AND RELATED ASSEMBLIES. °ATCH � / � � ��`� � �� ' � �� 0 ' l' = ND REPAIR ADJOINING AREAS AS REQUIRED TO MEET ALL fIRE AND CODE REQUIREMENTS AND - : - - �-J � — - — - — - - - — - � - � GARY M. -� - �- - - - - - - - � � * � ADAMS � TO ACCEPT NEW FINISH TREATMENTS. DISPOSE OF BUILDING lAATERIALS IN A PROPER MANNER . i � � � i � � i � * � � � � � _ � � � - 101 _ _ BEMOVE EXISTING BALCONY RAIL SYSTEM AND PROVIDE SOL1D BLOCKING fOR ATTACHMENT OF I �� I 1,�� /� � ' kl NtW RAILING SYSTEM. PATCH AND REPAIR EXISTING WALL AS REQUIRED TO ACCEPT NEW EXTERIOR , � � � - FINISHES. DISPOSE OF MATERIALS IN A PROPER MANNER. i � I EQ RC��` (�r� , � - - - - -� t '� 9 �i REIdOVr rrcrlN ^ uI1�uEN �ArGT � iJRon� - : �� . ',� � r •�� -i . ";S� ._ . — = �,lr'F -' 4� � r.� . � Fq — I 1 — ' L _ ' 1 b � �L— � i 6 � b �1 ��TfT�� 'I ! � �---� U,-J J � ' 6 � ' � - � - - - - -�-�- - -�, - - - - � - F , - - - - ��, � - „ o -,� o , 9 0 � � � � � � � � �j'�� ~ 2 � 2 � VAIL ❑ 2 � �'-'� � rl 6 I � � � � ' � � - _ i a�- - ❑� , , �i, � I �; � 7 ] �- - - - _ � � - - - - - � , 2 , � I I � �_ - = , ; �� y 2 � ' MOUNTAIN _ _ _ _ + _ _ _ _ _ : _ __ _ � _ _ _ �- _ _ _ ___ _ __�, _ _ _ . _ _� � ! I I I o � � o � H o � �� LODGE � � , � ' � 314 II i � � I 17 � � � � � II I � I � �� i � � � � � � � � � ; � � ', I I , — - - � - - - - - -�- - - - !—; - 160 - � � ' — - - - 60 - -� - - - - } - - o � EXPANSION AND . ; - - — - - - - - - - - - --�,-! - - - - - - � � - - , - - - - - - , ,� , - - - � - - - - , - - - -1.�� - - -� - - - � - - B RENOVATION ; � � � � � � � � - =�=— _ � _ _ _ = = = = �i� _ _ _ _ _ _ _ _ _ _ _ _ __� i _ ; _ _ _ _ _ _ _ _ - _ _ , = _ � , � � � � � ► EAST MEADOW � � - - ---� -- . - - - �- - -�- - - - - - - -.- - - - - - -- --� - - . -- - -� ; DRIVE I A �� 8 8A 9 10 11 12 13 , i VAIL , ; � COLORADO , . ; KEY PLAN THIRD FLOOR ; DEMOLITION PLAN '� DRAWN BY JEO CHK'D BY SHEET FILE A2 - 5 . DWG - COPYRIGHT 2000 8Y QANS PARTNERSMIP P.C. SNEET NIIMBER-. ; � THIRD FLOOR DEMO PLAN A2 - � tP � A2 - 5 A2 - 5 1 / 8 " = 1 ' - 0 " 0 4 ' 8 ' D.P.A. PROJECT # 0022000 T , " ' � . . . . �. + � ♦. . � .. , ..� ' � . � ' ' � . . : . -:.. : . _ _ . . - � . - F: . . _ ' ' ' ' � t ._ � :. �. . - � ' " . ' ` . . . "" . . : - � . . _ . . . ' � . . ' . - _ , . . � _ .. . � . . . � . � . _ . .. , �. . _ . - . . '" ^ _ — ' . _ . . � - . . . .�. � "" " . . . .. . - . � , . . _ ' �- . . .. � _- . : . - . . .� - . �. - - . 1,- '_ ' . . - ' ., . .. �-�.. . .. . - . .$ _' , .. " .- � .. � _ ' ' - � - �.. � . .. � r - � '.. ' • • . I � • . ' . . ... - ��c- . . .._ . • . _. . . r� � ' . ' . . �Y " -T J.� . � � . ''.n ' -- .: � � .,� � . . . � ' . - _ ' a . l . . . r _ r . :. .�`' a . . . . ro . y�{� � . _ � � . . . .. ', �. . - . . . � : - ir�.: . Q��. +.: �� - . - s a' � � � � '� s ... . :. . ' , ' ' � . .. ' _ . , �;� � ' Fy�. �..: ' `i ' � ` .w- .': • l '7 " ..o.._.,: ., � i {, .'L+ K � �`�f� . �. . q_ . l - v r� , - .'.5} � � C _ c . �=.." • . ' r�.� M1 o `.�4 � t � .XL � �} � . �±� _- • ^�'1J . :y. � ' . _ .. .._„ �.�., . �'. ' ;;S I�c, �.F�:�i. . � - � �, �• _ � . �'f�.. � � .. - ' i � ' _ . . � 1 >j"' i . {1 Y' ��+ <� ' ' i��f!y �{ �s "'f'v 1�� }i . . ��, . � � I .,lf' } .;3�i . r � . .. . . I. �' � � � �.0 b'��A~ � �-S .GT N P �� !"i. �x �(' ��n i �' t_._� �. �3' ,u1° ." �t�. � .r . _. . . i i.�� . : . c. ' r 7 . Y �.T�.. . �R �µ�.� �7M1� w� . ;:.'�..�r .� . ��. �•� . . , . '7j'-i?�L�� . . -ier, :< , . R-: '9l� - �- . �_��:�" . . :��+ ,. x�•.��sGV'�� -. .�. , . 4 � .• e, . . _ . . . ' .�T�� , . � �-�I� r . �� , - -- - - _ _ _ _ _ - - - - - GENERAL NOTES : ,: 1 � ; � DEMOLITION GENERAL NOTES DEMOUTION KEY NOTES ' . - � Archit ts 1 . THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED TO COMPLETE THE RENOVATIONS NOTE: NOT ALL NOTES MAY BE USED ON THtS SHEEf. � '' AND ADDITIONS n 8A ( 9 ) 10 1 1 12 13 REMOVE DCISTING DOOR AND FR4ME. DiSPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. �� 2. THE ARCHITECT SHALL BE NOTIFIED DURING DEMOLITION IF ANY AREAS ARE UNCOVERED THAT INDICATED a Y STORE AN� PROTECT USABLE MATERtALS FOR REUSE AS DIRECTED. � i � r ADDITIONAL OR UNEXPECTED DISREPNR OR DECAY. ' ; I I I i I I I I � 3. THE CONTRACTOR SHALL VERIFY AlL EXISTING CONDITIONS ON SITE AND COA�PARE THEM WRH THESE 2301 BLAKE ST., STE. #100 PLANS. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE � ��R��E NI AINPROP�R MANNER. M STORE PAND PROTECTPUSABLEFMATERIALS FOR PREUS� AS DI ECTED. I I 3�3 6E 6555 F�303 86183027 Af2CH17ECT PRIOR TO 81DDING. � � � '�*� —' T � � O i i i i i i 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF THE BUILDING i 0137 MAIN STREET . UNIT C106 STRUCTURE AS NEEDED DURING DEMOUTION AND CONSTRUCTION. a NE A� PR PERTINMANNERL PORTION OR ENTIRE WALL AS INDICATED . DISPOSE OF BU�LDING MATERIAL I ` I i EDWARDS CO ORADO 81632 I 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PARTITIONING AND FOR SECURING AREAS � � � ' � � 'I 970.926.8960 F.970.926.8981 DURING THE DEMOLITION AND CONSTRUCTION WORK OF THE PROJECT. REMOVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILDING MATERIAL IN A PROPER I 6. DURING DEMOUTION AND CONSTRUCTION, THE CONTRACTOR SHALL PROTECT THE PROPERTY FROM DAMAGE � MANNER AND PREPARE EXISTING OPENING FOR INFILL � I I � I I 'i DUE TO WEATHER OF OTHER CONOITIONS WHICH MAY ARISE AS A RESULT OF TEMPORARY EXPOSURE. 7. DAMAGE ON THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR OR A PARiY TO THE CONTRACTOR � REMOVE EXISTING FLOOR COVERING. OISPOSE OF IN A PROPER MANNER. I I I DURING DEMOL(TION OR CONSTRUC110N SHALL BE REPAIRED PRIOR TO THE CONTR4CT DATE OF - -� - — 1 — _ ` _ L— _ -i - _ - — - - — _ �_ _ — _ — _ — - — - .�_ - — - — 1 — _ -_� SUBSTANTIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OWNER. I I �J _ a REMOVE EXISTING GLAZING. DISPOSE OF iN A PROPER MANNER I I I I I I I 8 . THE DEMOLITION PLANS ARE SCHEMATIC IN NATURE AND ARE ONLY A GUIDE TO DEMOLITION. � � ' ADDITIONA� DEMOUTION MAY BE REOUIRED TO COMPLETE THE CONSTRUCTION WORK AS PER PLANS � � � � � � � ' AND THIS WORK SHALL BE INCLUDED IN THE CONTRACT SUM. 6 REMOVE, EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAL OR STORE AS I I � I i '� y , � REQUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION . 9. ANY CONCEALED OR UNKNOWN CONDITIONS UNCOVERED THAT ARE OF AN UNUSUAL NATURE NOT � � i � � i ORDINARILY ENCOUNTERED IN WORK OF THIS KIND SHALL BE REPORTEO TO THE ARCHITECT BEFORE I I I I I I I � PROCEEDING WITH ANY ADDITIONAL WORK. NO CLAIM FOR ADDITIONAL COST OR FOR TIME EXTENSION REMOYE EXISTING PLUM8ING FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS � WILL BE ALLOWED WITHOUT PROPER NOTICE, PRIOR DEfERMINATION OF EXPENSES AND TIME, AND � REQUIRED. DISPOSE OF UNUSED PLUMBING FIXTURES IN A PROPER MANNER. STORE AND AUTHORIZATI0�1 TO PROCEED. PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. � i � � � � 10. ? LL MATERIAL SALVAGED FROM THE PROJECT SHALL REMAIN THE PROPERTY OF THE OWNER AND I I I REMOVED, G�O�EC'TED, ANO sTOR€6 A� BI�ECTED a�' rHE 6WhlE�� €�R€�€NTATIV€. REMaVE E�ISTING STAIR�, �TRINGER�, PA,NS, HANORAILS AND RELATED ASSEMBUES. � i � � � � DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY I � � . ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS NOT SALVAGED, RE-USED, OR RETNNED BY PER ADJOINING AREAS FOR NEW INFlLL AS INDICATED ON THE PIANS. THE OWNER AS NOTED ON THE DRAWINGS SHALI. BECOME THE PROPERTY OF THE CONTRACTOR AND � • BE PROMPTLY REMOVED FROM 11�E SITE. � i i i i i i " � y. THE OWNERS REPRESENTATNE SHALL BE RESPONSIBLE FOR RElAOVING EXISTING FURNITURE, SUPPLJES, R�OVE EXISTING FlNISH MATERIALS TO FRAMING AT WA�LS, FLOOR, AND CEILING. DISPOSE OF MATERIALS I � IN A PROPER MANNER. REPAIR OR REP�ACE EXISTING GYPSUM WALL BOARD AS REQUIRED � , ,� AND OTHER EXISTING EQUIPMENT PRIOR TO THE START OF DEMOUTION. TO ACCEPT NEW WALL, fL00R AND/OR CEILING TREATMENT. - -b- - - I —�- - - -' ' - �- - - - - - - - - - — - O ISSUE/REVISION DATE NO . �;' 13. ALL DEMOLITION MUST BE OONE WITH A MINIMAL AMOUNT OF DISRUPTION OF CONTINUING OPERATIONS 1 2 � I I I1I I � ! 14, fXPOSURE OF ASBESTOS OR OTHER TOXIC SUBSTANCES IN THE EVENT OF DISCOVERY OF ASBESTOS � REMOVE EXISTING FLOOR FRAMING ASSE�ABLY. REFER TO STRUCTURAL DRAWINGS fOR ADDRIONAL I � OR OTHER TOXIC SUBSTANCES, OR THE SUBSTANTIAL RISK THEREOF, THE CLIENT HAS THE DUTY TO WFORMATION. DISPOSE OF BUILDING MATERIALS IN A PROPER MANNER. i � IN INFORM THE ARCHITECT OF THE KNOWN OR REASONABLY KNOWABIE RISKS. IF ASBESTOS OR OTHER I I , TOXIC SUBSTANCES. OR THE RISK OF EXPOSURE TO THEM, IS DISCOVERED BY THE ARCHITECT DURING REMOVE EXISTING PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF WORK ON THE PROJECT, THE ARCHRECT SHALL HAVE SOLE DISCREfION TO SUSPEND WORK ON THE � _ _ _ _ _ - _ _ _ _ ' Y--�_- � ' GENERAL NOTES : „' 1 • � , ' • - � Archit ts . , � , - ,, 2301 BLAKE ST. , STE. #100 7A 8 SA 9 � O � � � Z � 3 DENVER, COLOR.4D0 80205 DEMOLITION GENERAL NOTES DEMOLITION KEY NOTES � � Q � 303.86� .8555F.�3.�� .3oz� NOTE: NOT ALL NOTES MAY BE USED ON THIS SHEET. i � � 1 . THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED TO COMPLETE THE RENOVATIONS i , , i , , � � 0137 MAIN STREET . UNIT C106 � POST OFFICE BOX 2711 + AND ADDITIONS I I ' j EDWARDS, COLORAD081632 ' � REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. ' 't� - — - — - � - � - — - � - — �I — - — - — - — - — � — - — - - - - �- - - - � -- - - - - - - — N i 2. THE ARCHITECT SHALL BE NOT1fIED DURING DEMOLITION IF ANY AREAS ARE UNCOVERED THAT INDICATED � � � 970.926.8960 F.970.926.8961 STORE AND PROTECT USABLE MATERIALS fOR REUSE AS DIRECTED. /+DDITIONAL OR UNEXPECTED DISREPAIR OR DECAY. � � � � � ' ' r 3. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDiT10NS ON SITE AND COMPARE THEM WITH THESE � REMOVE EXISTING DOOR AND FRAME. PREPARE EXIST. OPENING FOR INFIIL. DISPOSE OF UNUSABLE � I I' I PLANS. ANY ERRORS, INCONSISTENGES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE � MATERIAL IN A PROPER MANNER. STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. ' ARCHITECT PRIOR 70 BIDDING. � � � i � � � � � I 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF 7HE BUILDING � REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF BUILDING MATERIAL I STRUCTURE AS NEEDED DURING DEMOLI�ION AND CONSTRUCTION. IN A PROPER MANNER. i i i i � i i i 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PARTIPONING AND FOR SECURING AREAS I I I �� DURING THE DEMOUTION AND CONSTRUCTION WORK OF THE PROJECT. � REMOVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILDING MATERtAL IN A PROPER - +— - — - — - � - — - —+- - — � — - — - — - — - — F — - — - — - — - — - � - — - -+-- - — - — - —1 M 1 MANNER AND PREPARE EXISTING OPENING FOR INfILL ' ' � � � ' ' ' �� 6. DURING DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL PROTECT THE PROPERTY FROM DAMAGE I I � DUE TO WEATHER Of OTHER CONDITIONS WFiICH MAY ARISE AS A RESULT OF TEMPORARY EXPOSURE. i I DA�IAGE ON THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR OR A PARTY TO THE CONTRACTOR a REMOVE EXISTING fL00R COVERING. DISPOSE OF IN A PROPER MANNER. � � � � � � � DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRE� PRIOR TO THE CONIRACT DA7E OF I I I / I SUBSTANIIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OWNER. � REMOVE EXISTING GLAZING. OISPOSE Of IN A PROPER MANNER. i i � � � / i � E. THE DEMOLIT1pN PLAN5 �4RE SCHEMATIC IN NATURE AND ARE ONLY A GUIDE TO DEMOLITION. i I 3.DDITIONaL DEMOUTiON �aY @€ �€OUI�€D TO COM�LETE THE CotdSTRUCTIOt� WOR� d� �€R �Lat�� ❑ I I � � � �ND THIS WORK SHAL� BE INCLUDED IN THE CONTRACT SUM. 6 REMOVE EXISTiNG CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAL OR STORE AS I RE�UIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSiRUCT10N. , /,f , 9 . ANl' CONCEALED OR UNKNOWN CONDIilONS UNCOVERED THAT ARE OF AN UNUSUAL NATURE NOT I ` - "n I I �� / I I ORDINARILY ENCOUNTERED IN WORK Of THIS KIND SHALL BE REPORTED TO THE ARCHITECT BEFORE REMOVE EXISTING PLUMBING FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS � ; � _ � � ' a I /j� i ! PROCEEDING WITH ANY ADOITIONAL WORK. NO CLAIM FOR ADDITIONAL COST OR FOR TIME EXTENSION 'J REQUIRED. DISPOSE OF UNUSED PLUMBING FIXTURES IN A PROPER MANNER. STORE AND , � W1Ll BE ALLOWED WITHOUT PROPER NOTICE, PRIOR DETERMINATION OF EXPENSES AND TIME, AND � PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. � - � - - - - - �� i � AUTHORIZATION TO PROCEED. i I - _ = _ _ - I il � ISSUE/REVISION DATE NO. - � , I REMOVE EXIST. RETAINI G ALL MATERIAI SALVAGED FROM THE PROJECT SHALL REMAIN THE PROPERTY OF THE OWNER AND _ _ _ _ _ � I WALL AS REQUIRED R E M O V E D, P R O T E C T E D, A N D S T O R E D A S D I R E C T E D B Y T H E O W N E R S R E P R E S E N T A T 1 V E. REMOVE EXISTING STAIRS, STRINGERS, PANS. HANDRAILS AND RELATED ASSEMBLIES. - - - - - � ' I ❑$ DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY - - - - '� ' . ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS NOT SALVAGED, RE-USED , OR RETAINED BY PER ADJOINING AREAS FOR NEW INFl�L AS INDICAiED ON THE PLANS. - - - - - - �f i '�i I L O THE ONMER AS NOTED ON THE DRAWINGS SHALL BECOME iHE PROPERTY Of THE CONTRACTOR AND i � \� � � � BE PROMPTLY REMOVED FROM THE SITE. V. � � , I I REMOVE EXISTING FlNISH MATERIALS TO FRAMING AT WALLS, FLOOR, AND CEILING. DISPOSE OF MATERIALS ? 2. THE OWNERS REPRESENTATIVE SHALL BE RESPONSIBLE FOR RE�AOVING EXISTING FURNITURE, SUPPUES, � IN A PROPER MANNER. REPAIR OR REPLACE EX�STING GYPSUM WALL BOARD AS REQUIRED �/ j \ � I I AND OTHER EXISTING EQUIPMENT PRIOR TO THE START OF DEMOLITION. TO ACCEPT NEW WALL, FLOOR AND/OR CEILWG TREATMENL i � � ' ?� � � � I ' I �� \ / � � � 13. ALL DEMOLI710N MUST BE DONE WITH A MINIMAL AMOUNT OF DISRUPTION OF CONTINUING OPERATIONS ,� '�-- �r -� c -_ ;�_� - s� - �_ _ _ ^ - � GENERAL NOTES : � � 1 • ( 8 ) 8A 9O 10 1 1 1 2 13 ' EMOLITION GENERAL NOTES DEMOLITION KEY NOTES jJ , I i ; , ' • - � Archit ts NOTE: N0T ALL NOTES MAY BE USED ON THIS SHEET. � � ' ' � � � � � ; THE CONTRACTOR SHALL PERFORM ALL DEMOLITIOtJ WORK REQUIRED TO COMPLETE THE RENOVATIONS - - -- - - - - - - - - nJ AND ADDITIONS —j REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. � � � � � � ' iHE ARCHffECT SHALL 0E NOTIFIED DURING DEMOLITION IF ANY AREAS ARE UNCOVERED THAT INDICATED � STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. � � � � � � ; - ADDITIONAL OR UNEXPECTED DiSREPAIR OR DECAY. I I I I I I 2301 BLAKE ST., STE. #100 THE CONTRACTOR SNALL VERIFY ALL EXISTING CONDITIONS ON SITE AND COMPARE THEM WITH THESE � REMOVE EXISTING DOOR AND FRAME. PREPARE EXIST. OPENING FOR INFILL. DISPOSE Of UNUSABLE i i i i � i i DENVER, COLORADO 80205 PLANS. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE � MATERIAL IN A PROPER MANNER. STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. � I I I 303.861 .8555 F.303.867 .3027 ARCHITECT PRIOR TO BIDDING. • 0137 MAIN STREET . UNIT C108 - THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORWG AND BRACING OF THE BUILDING REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF BUILDING MATERWL � i � � � i II POST OFFICE BOX 2711 STRUCTURE AS NEEDED DURING DEMOLJTION AND CONSTRUCTION. a IN A PROPER MANNER. I , i EDWARDS, COLORADO 81632 O 970.926.8960 F.970.926.8981 ` . TNE CONTRACTOR SHAIL BE RESPONSIBLE FOR ALL TEMPORARY PARTITIONING AND FOR SECURING AREAS - - � - — - — � — - �— - — - — - — - — - � - — - — - — - — - � - — - — ' M DURING THE DEMOUTION AND CONSTRUCTION WORK OF THE PROJECT. � REMOVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILDING MATERIAL IN A PROPER ' � � � � � MANNER AND PREPARE EXISTING OPENING FOR INFILL I i DURING DEMOLITION AND CONSTRUCTION, THE CONTR4CTOR SHALL PROTECT THE PROPERTY FROM DAMAGE DUE TO WEATHER OF OTHER CONDITIONS WHICH MAY ARISE AS A RESULT OF TEMPORARY EXPOSURE. � i i i i � ' ❑4 REMOVE EXISTING FLOOR COVERING. DISPOSE OF IN A PROPER MANNER. - - - - --�--�--� ' DAMAGE ON THE CONSTRUCTION SITE CAUSED 8Y THE CONTRACTOR OR A PARTY TO THE CONTRACTOR I I I I DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED PRIOR TO THE CONTRACT DATE OF ;, SUBSTANTIAL COMPlETION AT NO ADDITIONAL EXPENSE TO THE OWNER. a REMOVE EXISTING GLAZING. DISPOSE OF IN A PROPER MANNER. - - 1�� I � � THE OEMOLITION PLANS ARE SCHEMATIC IN NATURE AND ARE ONLY A GUIDE TO DEMOLITION. � � �I I � I li ADpfTIONAL DEMOLITION MAY BE REQUIRED TO COMPLEfE THE CONSTRUCTION WORK AS PER PLANS REMOVE EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERWL OR STORE AS i II � � i i AND THIS WORK SHALL BE INCLUDED IN THE CONTRACT SUM. � REQUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION. : �� ; PHASE 1 , ANY CONCEA�ED OR UNKNOWN CONDITIONS UNCOVERED THAT ARE OF AN UNUSUAL NATURE NOT �` i i I I ORDINARILY ENCOUNTERED IN WORK OF THIS KIND SHALL BE REPORTED TO THE ARCHRECT BEFORE REMOVE EXISTING PLUMBING FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS - II , � i � ' . PROCEEDING WITH ANY ADDITIONAL WORK. NO CLAIM FOR ADDITIONA� COST OR FOR TIME EXTENSION �] REQUIRED. DISPOSE OF UNUSED PLUMBING fIXTURES IN A PROPER MANNER. STORE AND - � � � ! � WILL BE ALLOWED WITHOUT PROPER NOTICE, PRIOR DETERMINATION OF EXPENSES AND TIME, AND PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. - � � ', I i AUTHORIZATtON TO PROCEED. I I i I � I I ALL b1AT€�IdL 5�vncED �Obl Tb€ �ROJ€GT �MSLL R€MAlid TME PROPERTY 06 TM€ OWN€R AMD REMOVE EXISTING STAIRS, STRINGERS, PANS. HANDRAILS AND RELATED ASSEMBUES . I � � � -' I REMOVED, PROTECTED, AND STORED AS DIRECTED BY THE OWNERS REPRESENTATIVE. � DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY _ _ _ _ _ - _— - - _ _ _ _ _ _ _ _ _ _ � --� � ALL IAATERIAL REMOVED UNDER THiS CONTRACT WHICH IS NOT SALVAGED, RE- USED, OR RETAINED BY PER AOJOINING AREAS FOR NEW INFlLL AS INDICATED ON THE PLANS i i � � � I �- � ; THE OWNER AS NOTED ON THE DRAWINGS SHAIL BECOME THE PROPERIY OF THE CONTRACTOR AND � I i � I I ' BE PROMPTLY REMOVED FROM THE SITE. 0 � � , REMOVE EXISTING FlNISN MATERIALS TO FRAMING AT WALLS, F�OOR, AND CEILING. DISPOSE OF MATERIALS � � f ' THE OWNERS REPRESENTATIVE SHALL BE RESPONSIBLE FOR REMOVING EXISTING FURNITURE, SUPPLIES, a IN A PROPER MANNER. REPNR OR REPLACE EXISTING GYPSUM WALL BOARD AS REQUIRED � � � � � ' 9 ' AND OTHER EXISTING EQUIPMEN7 PRIOR TO THE START Of DEMOLITION. TO ACCEPT NEW WALL, FLOOR AND/OR CEILING TREATMENT. �: � �; - � � i , ISSUE/RE'JISION DATE NO. - - - � --u- - � - � �-- - - - - - - ; - - , _ —; . - - - - - - K . ALL DEMOIfi�ON MUST BE DONE WITH A MINIMAL AMOUNT OF DISRUPTION OF CONTINUING OPERATIONS � REMOVE EXISTING FLOOR FRAbIING ASSEMBIY. REFER TO STRUCTURAL DRAW�NGS FOR ADDITIONAL I � I ! (-I � � I � O �XPOSURE OF ASBESTOS OR OTHER TOXIC SUBSTANCES IN THE EVENT OF DISCOVERY OF ASBESTOS � INFORAAATION. DISPOSE OF BUILDING MATERIALS IN A PROPER MANNER. ( � I (� i I I CR OTHER TOXIC SUBSTANCES, OR THE SUBSTANTIAL RISK THEREOF, THE CLIENT HAS THE DUTY TO � � I ��1 INFORM THE ARCHITECT OF THE KNOWN OR REASONABLY KNOWABLE RISKS. IF ASBESTOS OR OTHER � � � � I � � � I ' • TOXIC SUBSTANCES, OR THE RISK OF EXPOSURE TO THEM, IS DISCOVERED BY THE ARCHITECT DURING (� REMOVE EXISTiNG PARTIAL HEIGHT WALL PORTION OR ENTIRE WALL AS iNGICATE�. DISPOSE OF I WORK ON THE PROJECT, THE ARCHITECT SHALL HAVE SOLE DISCRETION TO SUSPEND WORK ON THE I • r MATERIALS IN A PROPER MANNER. � I � I � � � ' � � � PROJECT. THE CUENT SHALL HAVE THE DUTY TO PROMPTLY RETAIN A QUALIFIED EXPERT TO SAFELY I I ! � I 1 �' I � I I � I i REMOVE, ENCAPSULATE, OR S,ATISFY ANY AND ALL REGULATORY AGENCIES REOUIREMENTS FOR THE _ � � _ ' - — _ — _ _I - � -1— — �-6i � -I-- � � - O RESOLUTION OF THE CONDITION . THE CUENT SHALL HOLD HARMLESS SUBCONTRACTORS AND THEIR REMOVE EXISTING MECFiANICAL EQPT. AS REQ' D. DISPOSE OF UNUSABLE MATERIALS I � � I�. J OFFICERS, AGENTS, AND EMPLOYEES FROM ANY AND ALL UABIUTY ON THE PART OF OR DAMAGE T0, � IN A PROPER MANNER. STORE AND PROTECT USEABLE MAT'L FOR REUSE AS DIRECTED. Q i I I I � !NCLUDING LEGAL FEES AND EXPENSES AS SUCH FEES AND EXPENSES ARE INCURRED, THEIR ENTfTIES , L I I OR PERSONS w�+!"H �nc� G=SULT FROM THE EXPOSURE OF ASBESTOS OR OTHER TOXIC SUBSTANCES � � • I I I ON THE SITE , O � PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHITECTURAL/STRUCTURAL - - — - — - - — - — - -� - -�-- - — — � - — - ;- -- - -- - G � KAWINGS FOR MORE INFORMATION. DISPOSE OF BUILDING MATERIALS IN A PROPER �r l; � I ' � ' -- �.!ANNER. PATCH AND REPNR WALL TO ACCEPT NEW FINISH TREATMENT. � ' � ` i� � � � J REMOVE POOL, STRUCTUR,4L FILL UNDER POOL, AND ALL ASSOCIATED PLUM8ING, � W MEN � S �LOCKER ROOM � � � I � I � L ; � -� cLECTRICAL, AND MECHANICAL EOUIPMENT. STRUCTURAL FLOOR SlAB � � I � I � � I I ELEV. 8154 TO REAIAIN UNDISTURBED I -=j� � � � � I � � � � REMOVE EXISTING STRUCTURAL C4LUMN. REFER TO THE STRUCTURAL DR4WING5 � � ._� fOR ADDITIONAL INfORMATION. DISPOSE OF MATERIALS IN A PROPER MANNER. _ _ _ — _ — • _ _ _ �- _ — _ _ —_ L� I � I I_ __ -_ _ - _ _ _ __ _ _ F ��,�� OF CO(Oyq � � � � � � I � I � \ \ S �,''< 40 I i � REMOVE EXISTING EXTERIOR GLAZING. DISPOSE OF IN A PROPER MANNER. � I I � I � � i � � � - GARY M. � I I I 2 �� I \ � � I PHASE 2 7�' � ADAMS * I I � � - � MOVE EXISTING FIREPLACE, HEARTH, DAMPER, FLUE AND REtATED ASSEMBLIES. PATCH � � \ � � I � � � \ \ � � ' 1 O16 r ' ? r� � R�PAIR ADJOINING AREAS AS REQUIRED TO MEEf ALL FIRE AND CODE REQUIREMENTS AND � � � � ; �C' �� ' � ', ' CEPT NEW FINISH TREATMENTS. OISPOSE OF BUILDING MATERIALS IN A PROPER MANNER. � �, 1 I I � � � �� - - - - - - -- - � � fi- - - - - - - - r - - --� - - - -R -�E , EO ARC� � �r� w � ti':_iiE EXISTING BALCONY RAIL SYSTEM AND PROVIOE SOUD BLOCKING FOR ATTACHMENT OF � I I I / \ \ � � I ? r� NEw RAILING SYSTEM. PATCH AND REPAIR EXISTING WALL AS REOUIRED TO ACCEPT NEW EXTERIOR , �� _ - - I I I `'� , � \ \ I FINISHES. DISPOSE OF MATERIALS IN A PROPER MANNER. i � rI� I I � ' • i i \ \ , —' , , e l � I _11 _ C AN � CAL 'i - n . �� Cx, , C �, �^ KiT� N _Ci �� RES':1 � � 4P�T C :�� ,. N�A T -� �CP < ' i�F � .. � n C '� DCO • -p I 9 � r �, . _ _ T' , _, , F R E� � ., o., _ . R � v l " ;. � i � � L i i � ..�H ` \ \ � � � ' VAIL ' � ' � r - - - - - - - - � � I I R E M O V E' E X I S T\�L O , R a M P, \ \ ' � � \ � � = 9 COLUMN AND BL QC �JRCLLS \ \ � � ' - _ _ � _ - _ � - � � _ - _ - _ � - = _ _ _ �- - - - _ - �_ - � _ -- - � _ - = _ - _- _ � : ° � MDUNTAIN 2 - - - - - - - - � _ �- - - - - - - - - � , i � � , ` � . i - _ _ I = - - � -- - � -- - - rtL - - - �Ir - - �`.� _ -= LODGE � , � , , ., - � ! I ; ` EXIST . SKYLIGHT ❑V � � ! I J � i� � I , , } � I , MEN'S H�T TUB - R ❑VE I � 1 �"i � AS REQUI � I � 2 i 1 � ii I � � � � � ' I I "i _ � � 1�i�'" � II I1 � i �� -�- _- - - - - - � vv�� - = �L _ _� -y,; - - -- - - -� I EXPANSION AND � � � � � � � _ �� RENOVATION � ��-- - �- - - -t - - - - - - L �� , �� _ _ � , � � � � � � 1i ; i , i y' — _ _ _ — ' ' ' REMOVE EXIST. C MNS � ' REMOVE ACCESS Mq � _ _ _ _ L � ' ' I I i AS REQUIRED � � _ T❑ EAST MEC . _OOM-" � _ _ __ _ __ ; E A S T M E A D O W '--r— , � I , �� REMOVE EXISTING - ! I RETAINING WA�LS D R I V E � 8A 9 10 11 12 , 13 VAIL , . COLORADO CORE AND SHELL BUILDING ` � PERMIT ( PHASE 1 1 AND PHASE 2 ) KEY PLAN � UPPER LEVEL HEALTH CLUB ' DEMOLITION PLAN ,. w DRAWN BY JEO CHK ' D BY SHEET FILE A2 - 2 . DWG COPYRIGMT 2000 BV OAVIS PMTNERSNIP P.C. i SMEEf NUMBER: � UPPER LEVEL HEALTH CLUB DEMO PLANA2 - , fP � � ', A2 - 2 A2 - 2 1 / 8 '� = 1 ' - 0 " � � � D. P .A. 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' 4 - ,:�; � ; , GENERAL NOTES : � 1 � z ' . - � Archit ts DEMOLITION GENERAL NOTES DEMOLITION KEY NOTES NOTE: NOT ALL NOTES MAY BE USED ON THIS SHEEf. 1 . THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REQUIRED TO COMPLETE THE RENOVATIONS AND ADDITIONS � REMOVE EXISTING DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER . 8 $A 9 � O � � � 2 � 3 2. THE ARCHITECT SHALL BE NOTIFIED �URING DEMOLITION IF ANY ARF1�5 ARE UNCOVERED THAT INDICATED STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. ADDITIONAL OR UNEXPECTED DISREPAIR OR DECAY. i I 2301 BLAKE ST., STE. #100 I DENVER, COLORADO 80205 3. TPLE�COMRAYTORRORSLLINCO SSTENCiES, OR OMISSONSSD�COVERED �SHA�MBE REPORT DI TOTTHEE � MAMORIALENSAN ROPE�R MANNER. MSTORE AND PROTECTPUS,ABIEFMATERALLS FOR REUSE AS DI ECTEO. � � 303.861 .8555F.303.861 .3027 ARCHITECT PRIOR TO BIDDING. - - - - - - - - - -�-- - - - --i N I 0137 MAIN STREET . UNIT C106 � �� POST OFFICE BOX 2711 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF THE BUIIDING REMOVE EXISTING WALL PORTION OR ENTIRE WALL AS INDICATED. DISPOSE OF BUILDING �AATERIAL I I I I I ' EDWARDS, COLORAD081632 STRUCTURE AS NEEDED DURING DEMOLITION AND CONSTRUCTION. � IN A PROPER MANNER. - 970.926.8980 F.970.926.8961 5. TNE CONTRACTOR SHALL BE RESPONSIBLE fOR ALL TEMPORARY PARTITIONING AND FOR SECURING AREAS � � DURING THE DEMOLITION AND CONSTRUCTION WORK OF THE PR0.IECT. 3 REA�OVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILDING MATERIAL IN A PROPER i I I i � MANNER AND PREPARE EXISTING OPENING FOR INFlLL � 6. DURING DEMOLITION AND CONSTRUCTION, THE CONTRACTOR SHALL PROTECT THE PROPERN FROM DAMAGE � I � I I I I I DUE TO WEATHER OF OTHER CONOITIONS WHICH MAY ARISE AS A RESULT Of TEMPORARY EXPOSURE. I �4 REMOVE EXISTING F�OOR COVER�NG. OISPOSE OF IN A PROPER MANNER. I 7. DAMAGE ON THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR OR A PARTY TO THE CONTRACTOR � I - � DURWG DEMOlITION OR CONSTRUCTlON SHALL BE REPAIRED PRIOR TQ THE CONTR,4CT DA7E OF � �_ _ _ _ - - � _ - - ! _ - - - - - M SUBSTANTIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OWNER. 5 REMOVE EXISTING GI.AZING. DISPOSE OF IN A PROPER MANNER. � I � � F- 8. THE OEMOLITION PLANS ARE SCHEMATIC IN NATURE AND ARE ONLY A GUIDE TO DEMOLRION. ❑ I � " ADDITIONAL DEMOLITION MAY BE REOUIRED TO COt�PLETE THE CONSTRUCTION WORK AS PER PLANS I � � I I I I w AND THIS WORK SNALL BE INCLUDED IN THE CONTRACT SU�1. a REMOVE EXISTING CASEWORK CABINEfRY. DISPOSE Of BUILDING MATERIAL OR STORE AS i ( REOUIRED AND PROTECT AS DIRECTED. REPAIR ADJOINING AREAS TO ACCEPT NEW CONSTRUCTION. II 9. ANY CONCEALED OR UNKNOWN CONDITIONS UNCOVERED THAT ARE OF AN UNUSJAL NATURE NOT , � � I I ORDINARILY ENCOUNTERED IN WORK OF THIS KIND SHALL BE REPORTED TO THE ARCHITECT BEFORE REMOVE EXISTING PLUMBMG FIXTURES, CAP AND REROUTE WATER SUPPLY AND VENTS AS PROCEEDING WITH ANY AODITIONAL WORK. NO ClAlA4 FOR ADDITIONAL COST OR FOR TIME EXTENSION I I WILL BE ALLOWED WITHOUT PROPER NOTICE, PRIOR DEfERMINATION OF EXPENSES AND T1A�E, AND a RE4UIRED. DISPOSE OF UNUSED PLUMBING FIXTURES tN A PROPER MANNER. STORE AND I� � I I I I " AUTHORIZ.4TION TO PROCEED. PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. � I ♦ � I 10. ALL f�AiERIAL sn�vAGED FRfi�i fiN€ ��oJ€cfi SNALL RE�AAIN THE PROPERTV 8� fiN€ 8WN€� ANB I '� REMOVED, PROTECTED, AND STORED AS DIRECTED BY THE OWNERS REPRESENTATIVE. REMOVE EXISTING STAIRS, STRINGERS, PANS, HANDRAILS AND RELATED ASSEMBLIES. t � �$ DISPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY I � _ _ _ _ _ __ I _ I 11 . ALL MATERIAL REMOVED UNDER THIS CONTRACT WHICH IS NOT SALVAGEC, RE-USED, OR RETAWED BY PER ADJOINING AREAS FOR NEW INFILL AS INDICATED ON THE PIANS. �"- - - __ �, � THE OWNER AS NOTED ON THE DRAWINGS SHALL BECOME ?NE GRCPERTy �F THE CONTRACTOR AND - - - -- ! L BE PROMPTLY REAAOVED FROM .THE SITE. r =_ i GENERAL NOTES : _ � a.C � OR - �-.� :, .� � ,.� � =. r. vv � �, "�� E cX � S-iNt� Su � : OP � ITiON � r41GF. ' ^, COMMENCING ANY WORK. NOTIFY OWNER 'S , � !?EPRESENTATIVE OF ANY PROBLEMS. �' ' - • Archit ts F 2 . 7HE CONTRACTOR SHA�L LOCATE . -_ __ �' _ � � � ��t - � - - UNDERGROUND UTIUTIES PRIOR TO COMMENCING ♦ - � _ _ _ � �/ ` ' l ANY WORK . NOTIFY ARCHITECT OF ANY CONFIICTS. � ` " - _ 3 . AlL EXISTING TREES TO REMAIN WILL NEED TO \ BE PROTECTED FROM 6,LL CONSTRUCTION ACTIVIIY. �� ! - � ' 4. ALL TREtS TO BE REMOVED WILL BE � � ' � � ` � - - - _ _ _ _ \ G ONP HEE LANDSCAPEE PLAN T P,IATERIAL AS INGICATeD ; 230� BIAKE ST., STE. #100 DENVER, COLORADO 8020.5 303.861 .8555 F.303.861 .3027 �.' EAST MEAD E - - _ _ _ _ _ _ i' OW pR�y j 5. NEW PLANTING PiAN IMPRO'dE !AENTS tivILL 9E 0137MAINSTREET . UNITC106 �" INDICATED ON THE LANpSCAPE PL; 'v POST OFfICE BOX 2711 NEW STREET LIGHT + _ � % � � �� CONSTRUC?IO"v DOCUMENTS. EDWARDS, COIORAD081632 /: , 970.926.8960 F.970.926.8961 �. , � _ - G \ � , _ � � REMOVE EXISTWG CONCRETE � . , ' SIDEWALK - RE: CIVIL - \ �1 , _ � ------�� , � �,wiNCS _ ' LEGEND , - - -- -.__ �__ ' - � � �' � �� NEW STONE VENEER ON d INSTALL LANDSCAPE EXISTING CONCRETE WALLS -- - -- - — � �� ? . 8 � 43 '09 "E �"'- ` �-- - BOULDEf�S TO RETAIN SLOPE / �� > ! - � . . ' • �', :,� - . ;. , ,�' � �` � ' �_ ` --- ,_ J ; 1�� ,9 �� 1 t;` 9� � � EXISTING TREES TO BE REMOVED � ' _M �� , , y ;� � � �•a � � ` �' _ � �___ � ; , � , 18 " CON� ' RcT '.� ,� ,.� i �;� �� - - -- - _ _ Eq � - � * ' � � �' _ � - G ST MEAp a :ND I ` ` � ' �• „ - -- �f � / ~V•� ' ` - - - ; � --~�_ _�_-- OW p�E � `� EXISTING TRESS TO REMAW WALKJJAY —� i , � , � � � �, � � ------ - � _ �_.___ � � � _ ` � _ � � `-- � � � NEW PEDESTRIAN PAVER - � '� ' y"`* ` -� �` `�� - NEW STREET LtGHT CROSSWALK � � \ > ?" r \, , , . v ' _�..� - - - '�` � - ._ _� _ _ _ `�_ — _ � ' . + - - �- . , \ � v �� 1 � � ��_� �..� � � � Y S � � \ � '� � <' 0 0 , —e/� \ _� \ . �_ y. ' � � . . � � � LA.IV �Ji.A.F'� :7JUL�tRc v V . \ r < � � � r �' �^ �'�- -r ' '- �� _`_ �. COORDINATE ALL STREETSCAPE WORK i � �� ' � .- _ ,, r _ �a` �-- , � -- - _ /"� �, OF VA � _ - � � � ' � ��!� 5�� - _ , � � � � , '� WITH THE TOWN IL ;'� �` ` `, � � _:� � 3 % ��}. _. __ _ � " �� .� - `�,y � .,: : ; �� '��- ENGINEERWG � PUBLIC WORKS DEPARTMENTS � �, f � STREtT LI,HTS �� t < %: �� ` � � � -- - � s_ y ,� '�, � v? , " ,_:�� --1 �� BOLLARDS DRAINAGE ^ !� � ,, � . ,,y � ,�� ' � ��` . �, _ - _ - _ PAN EXISTING PAVER , _ � . ' � ,<� '� i ,i i"� _ ,>�� 4� � � , j `�� -- _ _ _ �' � PEDESTRIAN � �y}� �t� �-tES� S 1 'ZES � , * a . ,5�, - - _ _ ., CROSSWALK , `r ' < � _�� REMOVE ExiSTING � � ,., ° � f� � ' ,� =\ � � I �, ,�� ;: �, _ - - - - - - > � � � �� ISSUE/REVISION DATE NO. v , � BRICK VENEER FROM RETAWING WP.LLS. �� ' �'�` � � �� > � � Y. ; � REPLACE RETAINING WALLS AS REQUIRED BY THE ° � 'Y . ^ � \ CORE AND SHELL PERMIT OS/ ? 5/00 'y� EXISTtNG BARK MULGH STRUCTURA� ENGINEER. APPLY ROCK TO � �� ,'�'> � '` � � � � � y PLANTiNG BEDS RETAINING `NALLS AND CP.P W/4" THICK ,' Y� � , ' � ' " ` �S �\ I� ��,� { -- - - - - - ' - - - - - GUNNISON GRAY GRANITE - 7YPICAL ' ' '��,� I � � �ti\^ „` � \< � � l �:' � ` \ °� - - � �., � � � , - _ _ _ _ - I � . . � � �� ,\ � � � ' - - ___ � � ~ ; t' µ ` ` ' � � - � '' �� EXISTING SEWER UNES � � � o y �° �,, � HEATEDIDEWALKPAVER `� . - - - � � \ � \ ,ll � \ MOUNTAIN HA05 m � � � �'- i � ----- , -----'-------------- -_ REFER TO SITE NOTES ` % � �: ' �� ` � �` , � \ _ 'V": � Y 'V � i � � � cn " EXG I � � ' � : `� � TRANSFORMER - � \ " "" '� , EXISTING GAS LINE ` � I ' '� 1 � � � _� ` '� � G � � Z � p = 40' 30'00 ' � ✓ , " � w I EVERY AITEMPT WILL BE MADE � , ? 1 ( 4: I I � TO SAVE THESE TREES DURING R = 37.50' � ^�" . f � � � � � CONSTRUCTION . iF TREES NEED T = ' 3 .84' — '� �B ' E ' K, `. � � TO BE REMOVED , P�_aN WiLL BE � = 26. 51 ' 2 80 , 1 �; : � - � � � MODIFIED . " • � � `� ` ; �,' i �- � - - y ` ' � � � � � EXtSTI �;F ' � ` r �` '\ � � �� '�� . I � � � REMO`"E CONCRETE AND C�+� f REPLACE WITH 12" MIN . Of � _ � \ � \ ; � o i TOPSOIL _ F DC \ E , Sf, fvG � , v i � � � � � �� 4 .5 CONC - WIDE ` � , � � � � � WALKwF'r � � � _ I c � � I \ � � I � �� y� �\ 1 ` : � �` . Y � I � �` �l �� y > \ \ � HEATED :E � ; ; �� ..� � �� s oEw R K V A I L �` i � : ��' �:. ��. 4 , r �; . \�� _ . : ,� � � ` M4UNTAIN / � � �� ` " � �.z� r �:. ,�. �y I � > ` s ,', \ �� ° y J ' ` �\�',, � TIMBER AND STONE WALLS TO BE y� � �� ' �`� � �.% �T� �� REMOVED AND NATURAL GRADE \ \ - � "� `��+��.. � "�� RESTORED — TO BE � � � ` ' � � � � � — �� (`� � � COORDINATED IN FIELD 'NITH TOV. J � '> � _ _ _ � � \I `\ � � � J \, , ti — — — — — — ` > ��j�-�' �� ' �z, � se , � i� �-� � � � �� %� � � ��'Y"�P � � � , �, , �E� K ' � -�� , , : . �� l EXPANSION AND � � � 8178 . 4 f � � �� ' _ , , � � � � � �R�M� �o_ ,N�,�� -� � �. � � � -� [ o� RENOVATION � , ' � ' ' �� i � � � S�F'l'K , � � • w �r � . , ,r �� . . . I _ � � � � . � ' - \ ' . \ _ � ��-_ 'f7� � � .. . . . I� �� _ _ . � ' \ j � � o � � ,.. \i � _ _'_ _ - ' _ ' __ ��.�\1 � ' - -- ` � � � � � _ _ _ . - .� -' " ` \�1 , ;�, , - -- -� - _ _ _ _ . _ . \ EAST MEADOW : , ; � �, - _ � � '�� _ � O � � • � �� PAVER � , `_ _ _ ' � � � _ _ � WALK _ ,� , __ _ _ ` _ � , DRIVE - �� -- - � � ' �� - % ' ` � ' .- -_ " _ '�- '- -- - - � _ ' � - s�8• � � �. � , , - - - -- - - - - ' � i � � 2oo�8-E � _ C�--______� ; - , �a SPA ° - � �,°��`�� V A I L , _ _ _ . � ,z �\ � / � _ ` -� Ny'L 66 // ` ' . � 1 ` �} �•r �L� �jE%t'" � � / ! 1_ _ ' '�';� ' •r' ` / 1 , p�1 � • ,. � _ _ . : ^ _ _ _ _ ,��. a�.�: � COLORADO - ♦ / �' ` . . , - - '_ � � �� - �_ � . - i's , - _ g'e��• � � � / ' / ' � �, . .j � � 4rc _ � � � i1 ' � � . .� - ti _ . _ . _ _ . - i � C - _ _ _ - - �� - ��r� / ' � � � . .� _ ` _ . % � - - - � - - - \ 4 , __ - - - - ` � t � � =_ir�,� . \ , _ ' ; �. 11 _ , � - � _ ' •. -. _ _ _ _ .- �. � -- _ , , ;,, , ; EXISTING: tiV00D ' �- - - - - -- - - - - , _ _ _ �� ` _' ' - _ ��< . " „ ,\ � _ �ZETAINING WALL �(►/}'r10 _ .. - - = � � _ - ,, _ �_ �� ,� -� �� CORE AND � � _ = - - - - � � - _ _ _ . � � •� � _ _ _ _ _ - _ _ _ _7 ° � � _ " � ` SHELL BUILDING : � _ _ - - _ _ - � � �; �� _ ; � �� ' ;� ( �'� _ _ - F _" d _ - _ _ �� P ' � - - = - - - - - - - - - - - ' o �, , ,_ � � v� ��,�- e , ' - � ; � � us� �°�S PERMIT ( PHASE � - - - - - - - - - � � �p' - - - --- r - - _�' � EXISTING POND ��I `� G i� ' .r � - �, �.� = 0 1 AND PHASE 2 ) o � � — �� , , � , _ �� , - , _ _ __ ; - _ _ _ , , �1�- _. KEY PLAN � - � < . ;s — SITE PLAN �� , � i _ � �,cs �� DRAWN BY MLR 7 , , CHK'D BY t:: , � SHtET FILE GOPYRMJff 2000 BY CAb95 PPHiNERSHIP ?.C. SHEET NUMBER: � SITE PLAN L 1 . 1 � , . , , - io ' - o " 0 5 ' � � � D .P.A. 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I 2 DO NOT SCALE DRAWINGS. 3 IF DISCREPANCIES IN ARCHITECTURAL ELEMENTS (PARTITIONS, DOOR t` LOCATIONS. . . ETC) OCCUR BEfWEEN ARCHITECTURAL DRAWINGS AND c� ENGINEERING DRAWINGS. THE ARCHITECTURAL DRAWINGS SHALL GOVERN. � � n\\ II 4 ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL � v ELEMENTS ARE TO CENTERLINE Or' STEE� COLUMNS AND STEEL BEAMS \ � � UNLESS OTHERWISE NOTED. � 5 ALL DIMENSIONS LOCATING EXTERIOR WALL SYSTEMS ARE TO EXTERIOR �/" � �� 1. FINISHED FACE OR INTERIOR FINISHED FACE UNLESS OTHERWISE NOTED . � / V 6 ALL DIMENSIONS �OCATING WTERIOR GYPSUM BOARD WALLS PARTITIONS �� ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED . � 7 ALL DIMENSIONS LOCATING DOORS IN INTERIOR GYPSUM BOARD PARTITIONS ARE TO EDGE OF FRAME UNLESS OTHERWISE NOTED . � . 8 ALL DIMENSIONS LOCATING OPENINGS W EXTERIOR MASONRY WALLS � SYSTEMS ARE TO EDGE OF MASONRY OPENINGS UNLESS OTHERWISE NOTED. ' 9 CONTRACTOR TO COORDINATE THE FOLLOWING WITH THE OWNER : PROJECTS PHASING, SITE ACCESS AND TEMPORARY FACIUTIES. 10 VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT WITH MANUFACTURER. ISSUE/REVISION DATE NO. � i11 THE CONTRACTOR SHALL MAINTAIN THE INTEGRIIY OF THE FIREPROOFING CORE AND SHELL PERMIT 5/ 15/00 THOUGH OUT THE ENTIRE BUILDING AREA. I12 PROVIDE FIRE RESISTIVE SEALANT AT PERIMETER OF FIRE- RESISTNE- RATED i I PARTITION WALL ASSEMBLIES � 13 NEW CEILING ELEVATIONS SHALL ALIGN WITH ADJACENT UNLESS OTHERW�SE I NOTED. NEW CEILINGS SHALL BE SAME ELEVATION AS REMOVED CEILING OF SAME AREA UNLESS OTHERWISE NOTED. ta SMOKE DETECTORS ARE TO BE INSTAL�ED PER MANUFACTURES RECOMMENDATIONS. � I I 5~p�� O*�w�, �90 9 , , � I * � A AMS �� o � ' �� - 101 � * � � DRAWING INDEX � m� �" F ARC�� hl,l� • �� VAIL SHEET SHEET TITLE N0 . • J�NDSCAPE M Q U N T A I N i L1 - 1 ITE PLAN I ARCHITECTURAL I � O D � � � A1 — 1 TITLE SHEET A2 - 1 LOWER �EVEL HEALTH CLUB DEMO PLAN ' A2- 2 UPPER LEVEL HEALTH CLUB DEMO PLAN E X P A N S I O N A N D �� P R O J E C T T E A M A2- 3 b1AIN FLOOR DEMO PLAN A2 - 4 SECOND F�OOR DEMO PU1N � R E N � V A T I O N WNER'S REPRESENTATNE STRUCTURAL ENGINEER A2-5 THIRD FLOOR DEMO PLAN , ��,LEY dc PEIERSON MONROE k NEWELL JNCOLN CENTER . 70 BENCHMARK ROAD, SUITE 204 A2-6 PENTHOUSE FLOOR DEMO PLAN • ? oF0 IJNCOW STREET, SUffE 3175 P.O. 80X 1597 , �;�NVER, CO 80264 AVON, CO 81620 A3— t LOWER LEVEL HEALTH CLUB PLAN E A S T M E A D O W 303 /837- 1600 970/949-7768 3�'3�837-0097AX 970�949-4056AX A3- 2 UPPER LEVEL HEA�TH C�UB PLAN D R I V E >, ,5'ESTAR BANK BUILDING CONTACT: PETER NEWELL A3- 3 MAIN FLOOR PLAN i8 S. fRONTAGE ROAD WEST, SUITE 204 LAND PLANNER . �+�L, CO 81657 BAl/BRAUN ASSOCIATES, INC. A3 -4 SECOND FLOOR PLAN 970/476-0092 EDWARDS VILLAGE CENTER, SUITE C-209 9 ;0/4?6-0099 FAX 0105 EDWARDS VI�LAGE BLVD. A3- 5 THiRD FLOOR PLAN V A I L CGti?A�T �a � PETERSON P.O. BOx 2658 - ��1AIL: PETERSON�B-P-L4W.COM EDWARDS, CO 81632 A3 - 6 PENTHOUSE FLOOR PLAN / 970/926- 7575 C O L O R A D O 970/926-7576 fAX A4- 1 ROOF PLAN �RCHIT�CTS CONTACT: THOMAS A. BRAUN, AICP DAVIS PARTNERSHIP ARCHITECTS EMAIL: TOM�BRAUNASSOCIATES.COM AS- 1 SOUTH EXTERIOR BUiLDiNG E�EVATION p 0 BOX 2711 : DWqRDS, CO 81632 AS - 2 EAST EXTERIOR BUILDING ELEVATION ;_ ? '�/9,6-8960 �� ; , J q �_ A5 -3 WEST EXTERIOR BUILDWG ELEVATION C O R E A N D �.' �'=''' :;:RY ADAMS, PRINCIPAL A5- 4 NORTH �BUILDING ELEVATION S H E L L B U I L D I N G + ��AIL: GADAMS�DAVISPARTNER.COM - 4SON OLINEK LSP - 1 LOWER LEVEL HEALTH CLUB LtFE SAFETY PLAN r LMAIL JOLINEK�DAVISPARTNER.COM LSP- 2 UPPER LEVEL HEALTH CLUB LIFE SAF�Y PLAN P E R M I T ( P H A S E / ��MF 4,Rl; ��JTE �TS, INC. LSP - 3 MAIN FLOOR LIFE SAFET`( PLAN � H A [;U4 ? E BEAVER CREEK BLVO. C�+RISTIE LODGE RESOURT, SUfTE C- 16 LSP -4 SECOND FLOOR LIfE SAFEfI' PIAN ' ^_ BOX 2007 =VON, CO 81620 LSP-5 THIRD FLOOR LIFE SAFEfY PLAN '` TOW4lA� �� i ?0 /949-9322 �` � � � � ro�� 4 '0%949 -0629 FAX LSP- 6 PENTHOUSE FLOOR LIFE SAFEIY PLAN �° 4 � � �� ?NTACT: JOHN PERKINS, PRINCIPAL (� ROGER T. LANDING, ASSOCWTE Y �3 � • � ( Z � � '-� E. STORY, ARCHffECT � M � O I � � 30 KATSOS RANCH ROAD � STRUCTURAL V\/ . - L, CO 81657 i 0/476-5639 VOICE &fAX w � '0/471 -5141 CEIL 51 . 1 FOUNDA710N DETAILS S2 . 1 FOUNDATION PLAN U �CHANICAL AND ELECTRICAL ENGINEER ��AUDIN GANZE 52 .2 UPPER HEALTH CLUB FRAMING PLAN ', � . BOX 39 ;'�!: CO 81658 S2 . 3 FIRST FLOOR FRAMING PIAN DRAJdN BY . �'0 %949-6108 � ' � '0 �949 - 6159 FAX 52 . 4 ECOND FLOOR FRAMING PLAN CHK�D BY �� >>NT�C?� DE'�NI$ BEA"D�N `_ ^' -. . 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N � EAST M EADOW =:---� -- - - - -- - ----- --=-=- -.- ------ --- -------- --- - - - -- �1 400 2'-0" BKO-2512W- N' - 2�`� �'�`ATT/L � COMPLt'TE WITH ALL NECESSARY �NSTAL�TIOY ; ACCESiGRIES NCLUO�NC WALL t.t�UNTED �1EFMpS?AT, - ---- _ - - - - - - -- -- ---- -- - � D R I V E � ' SOG 2'-6' ' BKQ-25 � 2-6W-M 250 WAiT L F, COMPU'7E �ViTH qLL MECE$SA�tY �NSTAitAT10N . , ACCfSSORIES ING�llDINC GVALL M6UN7'ED THERMOSTAT. � . . . . - -- - - - - - - - - - - - - - ----- - � - - - - - - �- -� - -- ---- - - - - - -. __ - � --- - - . _ . . . - - - - -- - ---- ----- - --- -� -- - -- - - . - -- _ . - - - - - ---- � - - - - - - -- T1'}'iCAL 9'-�� CEi�ING OR H�GHER �� - I i - - - -- - --- - - -- - - --- - - -- " - ^� � 1 '�, � . <5� WA'T/l- F COMF!�E WtTH AL� NEC:SSARY INSTp,�,RTIGN � . . '- -- , ^ c r TY?ICAL S�- r�l �1F T� . ' j 3 ;. 750 3'-0" BKO - 2513W- H - • i , .aCGE59GR1E5 IMCLUNN, WALL MOUNTED THERMOSTAT. - f - - -- - - - - - - -- - - -- - -- - - - - ; _ -- - - - - - - - - --_-- -- - - AIL , COLORAD4 0 .._ LJ� � r� i I � 4� 1000 A'-Q" BFCO-25 ' 4W-H z50 , WATT/L.F. COMALETE kYlTH ALL NECtSSARY INSTA:,ATIO'J . m j � � Q : �/ AGCESSORIES INCLUD�N9 WALL MQUNTEQ ?HERM057'AT : , .- I g i - - - - --- --- -- - -- - - - - -- - - -- ---- --- ---- - -- --- - --- - --- G --- - -;- - - - - - _ � , � �, TQP v� CABIMET I , 250 WkTT/L F_ ,r,OMFLETE Wl�k ALL N�CESSARV' fNSTA�;ATIUN � � ' ; � , 25° 5 -°� �°-25' �W " r F U L L P H AS E 1 & 2 ` � ' i ; ---- -- - - -- -- -�- - - ---- --- - CCESSOR� S INCtiJDI G wALL M4uN , E� ?H RMOSTAT , � A E N E .. , a � , - ._.--'- - ..--- ' -- - - -'-- - - , = TOP pF E�BiNET � ; O � , . 250 waTT,i4F. COMPLEfE WITN A!! NECESSARY INS7A�LATION 6 156G 6' -0' SKG- 2ti � bW H ACCFSSORIc., INCLUDING WALL MGUNTE� TH�MOSTAT. P E RM I T S ET � ; �''^� �oN �o� , , � � .. : � . IJ PANELS � . � , . . _ . � � ---- - - - - - ---- - - - - - -- --'� -- ' - -- - _ .-_.- . _ -- -- . . . - - - �-- - ---- - - ..�._ _ . . . - - - - - -- --- - ° ! l I TOP Of CAB1N�7 25C WPTT LF. CUMPIETE W11'H qLL NEr'E5SARY INSTAUATION . o ; ; � - - , � � 2000 o zoei , a'-o' eK�-2soaw- � Ess R � I I I � � a TS ; ; ! �' ACC ORlES INCW�t G WALL MOUN?EO THE4MOSTAT ., o � i � i - - - - - - --- -- - - - _ _ . . _ _ _ _ . . _ . _ _ _ . _ . . _ _ . _ N � c � i I + � r{{ ! 8 25GC O E08/ 1 ' G" - J" BK� 2 _C^:�W- H 250 WRiT/L �. COMP_Eff WITH ALL NECc"SSARY !NSi.4L;ATiC�N ' ' � i I j �_ _ � �� i � • ACCESSORtES (NC�UDin; ; Wa�L M�UNTED �HERMOSTnT ^ � � _ . I � / � � � NnTES. � m• i � i i � , 1 . HiGH ALi�TUDE isA$EBOARD HEA7ERS. ' � � 5 � , i 2 PROViDE EkL�, CORNER ANp CONWECTOR CAPS �+S REG' �. - � � � , - ti. �MARK, BP.ASCN EOUIVALENT. % i r i i `r n , 3 , i I I I . . . . . . , � D z ; � z z � I = � �� v � � T� I , . . ELECTRIC UNDER FLOOR COVERING HEAT MAT SCHEDULE : :-. � I � � � _ � > > ; � � - --- - . � .. �. .. .. R: ; ; `,. ^ F ' I � � �; tu1AN :JFfiCTUr2ER ,� ; � �sARr - - - - - --- - SIZE `JOLTS REMARKS `JOLTS , m o� I n � � �o �n 'v I P � z i i � NAti"� CAT. N0. � n . i . ' i i, i v i � i _ _ _ _ -- -- _ ------ - - ---- ' 0 0 0 �, o v m o ,a � - . ' � � ----� - - -- ----- - -- - - - - - - - �- - " � v , . - - -Y ^� -- -- ----- ---T- ----- ' � ,v� , _ . GOMPCETE NHTH EtECTRONIC FLCOR-SENSING n • • _ : v • � ; � -- -- N�HEAT ! � Qp6 40' X 27' 86 12C ` ° tO a °� �' 'r � °_o THERMt�STAT WCCEI BUILT IN GFCI , � rn oo n �� m �i a rINISHED F�OOR � i � . � �_ _ � =- ----L �- -- - ' -- - _ �..^� - ------- --- - ^ _ .. - ---- - - - - - - -- --- - --- - � � w � - - -- --- -- NCTE ;� NUHFAT F700$ 40" X 3<'" 106 �OMPLETE WITH ELECTRONIC FE� OP. -SENSING ' 120 � A�L DEVICES IND�CATEG ?G 9E INSTF�LED • THERMGSTAT NlITH BUfLT IN GFCI. i '- p NOTES: AT Drf'FEREN7 MOUNTING HEIGMTS & - -- --- ----- --- -- '---- -- -- ,� --'---- ----- ---- - ---- --- -- - -- ' - - - -- LOCATED .4� 7�IN GN£ SiUD SPACE FROAA k .� 1 , NEIGrTS StiOwN ARE �ICnL TO CENTE4LiNE Of 8G% I�NLE55 EACr OTHER SH4L:. A!iGrr vERr��AUY, � 3� NUHEAT � � OtC ! a0" X 40" � �3 COMFLETE WiTM ELFC�RONtG ROOR-SENSING t20 � NOTEG OTFIERrnSE. 01d �HE SnME S'GE bF ThfE STI,D 'r1MERE �/ THERMOSTAT WfTH BUiLT IN GFCI. 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' � �g�_ �_ - � _ ' F, � , : � a - - _ UNK OWN. CONTRACTOR II !. I 3 /4"G UP TO �oNOO F�REP��E EAST MEADOW �t , � � . � � ^ J C N071FY ENGINEER UPON � � �I i � `'��,�1 / � �-� - �: + e c :_ �- �- R C�OVER�F - __ -- II J� " � i ; , � ,� �; _ � z. _ - - - � - - . - - _ .. �i.-- �_. -- - - - - - - - - - - - � « � __�- �- � - - � - � � � � r�� _ _. .r=� - - - - - -- - - -_ . ..� . _ ,c. _ � ,. - � - - - - ;_.. .. . - - - - - - - ti . . _ � � - _ _ _ D . - _�=- ,_ � . RIVE _ . . ._ , �. __. .- . ,_ L . ' - :- : .- . - - ,� _ . . . .� �� . ' - 1 - - :�- - - - . . _ - - . . ,_ . . . . -- - '+- - - -- - � � � ,� . i _ \ . - ' - -- , - - . . : . . . . . . . � :.�: � . . � REFER TO DRAwING 1 . SHEET MS. � I 1 � . ` ° � , \ � � � ' w FOR EXTENT OF PLUTABING DEMOLiT10N _ SE I AND .. . . . � . . � . ._: _ _ _ . , . �- ��.r.. _ : -� � : - . . � - . _ _ . . NEW WORK LLN. O. � FROM RISER TO HOTEL BATHROOM, � -� � ��, �,r, L-� � _�� - ' TYPICAL. - - - � - .r� - - _� -•�• •-• - - �_� v��;c Raou -� - - _ . �_: _ . , : _ , < . _ _ .:, . � �. :_ � � r y � � . _. _ . - �- - �- -_ �-; .. - - , _ � � �i � . ,.�F� �� VAIL , COLORADO � � - REMOVE 'HERM05' � i, T�'Pn- �; � � - - ,- - - ; - � - � � � _ _ ��. 'r � -r�� J ��. . , �� Q . . _ . _ .� _. _ � .. . . . . r� - - . - . . �_ � FULL PHASE 1 & 2 . ; w ' \ , j c \ - • f ` - - - - �" PERMIT SET n ` -- - - - _ � . / , o c 0 N � NOTES : , �-: � � ALL UNIT EXHAUST GRILLES AP,E TO - BE T! TUS 23RL. E• r6, WITH O.B.O. AND . o . �+ FiRE DAMPER. , � AL� EXhAUST RUNOUIS TO EXh1AU5T � � -' GRILLES ARE TG 8E 5'e, U .N Q. n , a a 3 NEW W ANG V PIPING SHOWN SOU !1-i oi OF COLUMN G AND EAST OF COLUMN 7 � WILL HAVE FINAL CONNECT�ONS MADE n v ON THE MAIN FLOOR ANO TNIRO FLOOR � IN FUTURE PNASE. CAP PIPING FOR o FUTURE CONNECTiON AND SUPPOR' N PiPiNG AS REQUIRED. � � a. 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Y' , ' � . y �. . c . . . .. . . . . . . . , . . . . . � . . �_ . . _ . . . - . - . . . . . . . . . , . , : �. ... . ... .. . . . .. . . .:.., ' -.. , ., �.: , . . . , _ . .. . , . _ - _ . a°. _ _ . - . . . . . � . .. .t . _ . . . . , . � . � . s . ' , n. . y .. .. . � r � - 4i. /. � GRILLE , REGISTER , DIFFUSER , & LOUVER SCHEDULE GENERAL NOTES : MECHANICAL LEGEND � � .a MOIE: ALL i'MBOI$ SMOMN GN IECENO � - � � THESE ORAINNG NO�S ACfOMPANI' THE PUBLISNED CONSTRUCTIGN eae rw* r�ECESS,�w�r �Arp. � ,V'F ,�HOVE �nnSMED F1.00a � SYMEOL ' USE � PAT?ERN ACCESS�RIES MANUFACTUREP, & ' DOCUMENT SPECSFlC.�TiOrt BpOK (PR0.IECT MANUAL�. � � l. �� . y �IN ! SH REMARKS �rc '`eo"E 'i"'s"m c"� � sTE�u rn,w ° MOOEL N0. erc ee�ow rnusHm cR� rr-no�r x ry�osT�nc ;y � ' 2. � NuT SCALE CRAIMNCS. VERIFY DIMENSiONS IN f'lELD PRIOR TO eoP 801'TOA1 OF PIPE FROM FlNISMED FLOOP Tp-MERNODYIJMIIC COMAAENCEMENT OF WORK. REfER TO ARCHITECTURqL DRAWINGS FOR ALL � ' C�u G181C FEET P(R MpiUTE ig-wyER16i eutxEi ' , ti � SIpEWALL DIMENS�ONS. uc aiuNC � � �a, , � � 4 WAY ADJ. 0.$.D - � WNITE-- - TITUS 272RL - cor,r+ cowaECr SUPPLY -�_ P�p[ Fj(pAN4IXV .i01NT -- - --------T--- - -- --- -- -- - -- - - - -- 3. Wa.SMUCH AS OESiGN f6R R£MODct AtJDjOR REHaBIL1TATi0N REWiP.ES core ae�w our ro cw,.pe TNAT CtRtAIN ASSUMPTIONS 8E MA�E REGARDMG EXtS�INC CQtJ�ITIONS, ON oown � F�� ca+nECrar � � A��, � � /� ! CE1UhFG j AS SN�WN O.B.D � INFIITE T11US ipC SURFACE IJOUNT AND BECAi15E 501AE OF THESE ASSUMPTIQNS CANNGT BE VER�FIED (e) ExisnnG �TV �u� �„�K � � ° � SUPPLY . EAT ENIERWG MR 7E/,tPERANRE � ANt of61T _ _ _�_ � I i __ _ ___ ___ _____�_ ___ ___! 'MTHOUT DESIROYING OT+tERW�SE AOEOUA'E OR SERVICEABLE PORiIONS Eu« EXM�UST ' ! I OF TNE BUU.DwG, THE ENGINEER CANNQT ASSURE iHE OwNER OR THE [Wf EN'IEIUNG WA7[R TEYPERATIA�E "�-- P�� ' TE�� T"P .h CO , � O.S.A. i � - � 61RpSCREEN PRIIAER COAT � �711t1S 350fL - '_'ONTRACTOR THAT TNE PRO�SSIONAL CONSULTING SERVICES HEREIN �BO FurtwiS�+EO er O.vm[t+ �--� PPESSIRE CAUCE W/ P1G TU! s cx�- ' ENCOMPASS ALl CGNTtNGENGES. FlELD COORUiNATiCNJ DURING Ur ��nhHC �Ht Tfa�PER�NRE n�psup,rti�t - -- --- -----r-------- ' ---- CONSTRUC710N IS IAAFERR7IVE. M11(E REASONABLE A�LOWANCES FOR �� WR� h��+�NRE o-� 7MERN(�STAT �ic nor � cowrn�cr ' v�cuur sr�,KCe c' , - - '---- �- - Y�FWTF - I - TINS-23RL - - - --- - - _ - ' ---- UNSEEN CON�l110N5. oeo o�oS� euDE wi.uwe auaPEa -� a SIDEWAL� REIURN ! o.c. a+ c�hr+ --I� ��anr.0 c�.wour � .> O � �. itiE EXISTtNG BUILOiNG WILI. BE OCCUPIED 8Y THE OWNER OURiNG �ERl1�/1� �ANOUT 2301 BLAKE ST., STE. #100 i __ r_.��___�__ '_�_ ____ _" t . y ` OS� WTSI�E AIP __� ! NS7R�CTiON GONTINUED OPERATION Of TttE FACILITY SHALL NOT 6E rm. nwc�a � F� �,�„ DENVER, COLORAD080205 � OE O.S, A. - BIRDSCREEN PRIMER COAT ' RUSK,IN ELF335Q � - MIVDERED BY THIS WOF?K. ACCOUNT FOR ALL ADDiRONA� CO5T5 WHICH uHO us�ss r+o�EV otHtrtw� �� 3�3.861 .8555 F.303.881 .3027 " � MAi BE WCURRED DUE TO ThIE GIFFtCULTY� GF WORKMG OVER ANU - s�as - SNOMUEtr suPp�r � , � _ _ _ . � - - ------ --- �_ . _- _ .- - - - --- - - - - -- -- -- -- ------- - - - - _ - - - - - -- - - . _ _ _---- - 4ROUND EMPl0YEE5� FtJRNITURE. EOUIPMENT. ETC . , AND DUE TO 7ME - s�m - s�+owre�T Re*uAr� �i koor' ortun N C108 --�0 0137 MA1N STREET . U IT - ws - Me.,nNC w��a �vo�r �/s �utE/�+�E o�wp¢� POST OFFICE 80X 2711 HOUP.S OF THE DA'Y IN MMICH AN AR�A MAY 8E ACCESSIBLE WHEN Fu r ' - NM - MEAIiµC NRTFJt RE7URN " . OMPIUNG HIS Bi0. � �inE One�Pat � - G15 - Gi1LLED W�7Ek SJP?L• EDWARDS, COLORAD081832 - a�rt _ c.n��r wa�a acrurn+ �y ewu�usT va+ a+ Roa w,� oucr mnu aooK 970.926.8960 F.970.928.8981 ' GRD EOUivALENT: TITi35, KRUEGER, METAL.LAIRE. HART & CQOLEY, ANE►".GSTnT � . ?RO•✓�UE MECHANiCAL DEMOlIT10N REOU�RED . REFER TO ARCHITECTIJRAL - CS -- COnDEnSEP SuPP�r � PW1'1T OF D�SCp+NECTiON - LOUVER EQUIVALENT: PENN, DOWCO, LOUVERS & DAMPERS. RUSKiN� DttAOlfT10N ORAWrNGS FpR LOCATION ANO EXTENT OF DEbtOIIT�ON - CR - CONDEn5a+ REtvrro+ e PdNT QF New Ca+�cnd+ REOU�RED. YISiT SI1E PRIOR T4 PR�CtNG TO OETERMME EXTENT OF - G - N�N�tn� G.�s �+ -1� � ��aa� WORK, INVO�VED. £XISTlNG fIXTURES, MECHANICA� E(}UIPMENT, ETC. - 4C - MEDiuu vRESSURE ruiURn1 G�5 � S��Ep W� gy,oy�,_0� vn1�[ - � �- DIUxa Plvf P LU M B I N G FI XT U R E SC H E D U LE BEiNG REMO�G SHALL BE RETUftNED TO THE OWNER. DiSPOSE OF ALL _ M+5 - HIGM PRESSURE $1GM SUPPLY � REMOVED P�PING. DU,7WORK, ETC. UNLESS NO'�ED OTNERWISE. PIPES. - Haa � nip� vr��ur+¢ sr¢,w nE*uAH s�aK neSOa�R GUCTW�JRK, EJUIPMENT, ETC. TO BE REMOVED, ARE SHOWN ATTACHEO. - �PS - �OW PRESAiRE 57E.W 3��v ��H MANUfACTURER & 4 FAUCET TRIM 'JNLESS �T�IERNNSE N(JTED. - lPR - lOW PRESSURE 57EAM RENRN MOSE 81BB / WALL N1MM2T , SYM . , TYPE A. D A ACCESSGRIES F�N�� MGDEL NUMBER MFG . & MODEL # REMARKS - o� _ �i�LC�ovr:s�� E AL� DUCTWORK pIFFUSERS, PiP�NG. Fi%^JRES. AND EQUIFMENT SMOWN �� FLOOR �M UGHT UNE WEiGHT !S EX1eTING, NEW �NDICATED BY HEAJIER �iNE - FOF _ fUE� a� v¢L ��ow Sw�icw SEAT AND COYEk 'JJMI?E �1TREOUS , KONLER - c; - c�rCO� r�D Pt ; MOUNfED vU WEIGHT, EXCfPT WFtERE NOTEO. P1PES, DUGTWDRK, EOUIPMEN ?, ETC. - ns - ae�nccR, r+r acna z INCI,UDED CHlNA K-3322 - - - !n. - �¢EFa�GE��n� UOwO � srpr� pE�ctoR WATER CLOSET TO BE REAI�VEO <,RE 5110WN HATCHE0. --*- -- - ------- ---- - - -- - -------- - - -- - -- - - --- - - - - no - Rer�c�R,r+, asc.ii�ce C�PYRIGHT 2000 wFiITE ViiREOUS KONLER KOHLER K8215- K OFFSET PiPiNG. DUCTWORK, £TC. AS NECESSARY TO ACCOMIAGDATE - oauESnc cu�ti w�rea � . .; py . LAVATORY � YES - CHINA K-221T � , K- 160�0- 4A / �TRUCTJRE, BEAMS, COlUMNS, AND EXISTING EQUIPMENT. - - - oawesnc nar w�rEa � �� n+�� PROJECT NO . : 5822 . 06 . � � _Ltao' � p0A1[Snt HJT wq7ER f 1E11P. SNOwN ) �!� - ----� ' , � c' A.LL EX1S1'iNG SUPPORT RODS AND STRAPS NOW SUPFOR7INC DUCTS, - - - - - no7 w��n euecuunHC � A�$S PNyE� p.o em� 7� KOHLER KONCER KT8224-4A r� T - i' -- FIRE LINE val to ai� ; P3 � �� - wHiTE � - PES, n�R TUBWG, ELECTRitAL GONDUi . , ETC. TMAT aRE RElAOVED TO $UPP�� OUCT ppWN , . _ ___ (,UY1GRAY�- � � -- K- 304K -- -- - - - --- PM - NK59JR12FD w�SrE � '97G1949-AtoB AL.AW RQQM fQf� INS?d��ATlBN E?F NE1Y EQUtPMENT SHaLL BE RELOGA?EO v v w u e�n c ��r w v e - - � � - k°'��g�0�9-�� ----- -- - --- - - - - - - ' D REINSTA�iED, OR REPtACED IF DAMAGEp. _ RERi�i)€ai��if bu�9 OOwri � - - � - --- � - CV - CH£UICAL vIIrT PW! NMaNG V/J1ES SMOMN �N 9Q- EL80W. 11142 Dena Mpl Pkry. . •�N � PLYOQ_- _ ____ . . -. _._ -. . . _ . ._ - _. . - . _ . _ . _ . ___ _ _ �. HL - W - WASTE PIPE � Su7e195 � P4 � WpSHER BuX . NO - ; WMITE INCLUOED , "CAPPEO" SANiTAPY AND VENT LINES SHALL BE RECONNECTEO OR RE - - cw - caE,�se w�5*e �n[ � �� _ - _ �JUT E O A S N E C E S S A R Y T O P R E�/E N T "O E M-E N O S" t N 1 N E P t P I N G. A l L - c w - c.n c�u c a. w n s h �e , , su+cx� aunf o�wv�a ( se.o. ). Moranzm �w�2ia-38zo � ? ' OISPOSAL: !=�' PING SHALL DRAW TO ACTivE SANITARI' WASTE LINES AND ALL - s - su+�ru+f Sfw�Eq � OM�PER, OPpJSED BLADE DAYPER ! O.B.D. ) °r�S�s�2%'1&J � -, � P5 KITCHEN yES IN-SiNK•-EP. ATOR STAIMLESS � KOH�ER KOHLER _ BRANCNES �1MTh1 TRApS SNALL BE ADEQUATELY' VENTED . - ST - gT°a"' pR'''" °'� BEAITDII� -PSi- PUMPlD STORM PVE � /JR E1l1RACTOR ��g C�fiN'O1I188R9.iN , � SINK PRO SS �� STEEL K- _351 K,- 14502 sT(OS7 - STOa/ cRn�H o��Ow PwE - ------= - - -- - - - ---- - � --- ---- - - - - - - -- - _ � �; v,ORK St'ALL BE PERfORMEO IN A WORKMANLIKE MANNER TU THE - . _ 0 � . _- _ _ OUCi gZES NtE OulStDE 9+EET uE7,LL - YAC - VAWUM o1PE _ � ONIFNSIONS. 1ST N0. IS 92E OF SURFACE ,_ KONIER KOHLER K7822a, °_aTlSFACTION OF THE ARCNiiECT. -cF- cowrrrassEn Na �vE P8 TUB NO 'M'��T� K- 1245 K- 30u! - - - uepC.� un pac °`�T °Q'TM ' ' � T 'S Tr1 ONTRqCTOR'S RESPONSIBI 7`� T P Rf M Ht HER K o OXVr,�w v�at. �aa�'� �Y E°s� �s - --- - - _ -- -- - --, _; ___T_ _ _ E C - - ISSUE/REVISION DATE O _ u o E aR s/ woR � � � FD .. - � TILE SHOWER B �r OTHERS "+ ��'NF�RMANCE N1TH ALL APP�CABIE CODES, OROINANCES AN� LIfE - N - ��moc�N anc � oc� KOHLER SAFETY FEA'iUR£5 AS REGUIREO B '( LOCAL. STATE. OR NATIONAL -N2G-- wiROus oxroE vipe ��^'.�-�('j RETURf1 NIt pt ElpudJST q6t REpS'IER. P7 SNOWER YES ZURN 4� 58 BRASS - PROVIDE WA7ER PROOF MEMBRANE ''� - - - - - - htODIFlCInES, n`E CONTRACTOR SwALI vERIFY W1TH 1HE ARCNITECT IF ---�- �Po/��' ��rP GORE AND SHELL PERMIt OS/78/00 1 -- - - --- - ----- -- ----- - -- - - - BRA55 SUiTaBLf FUR APV�CAnON . � UTWOR _ -- -- --- - - - - - ----- - - - - - - -- AT10N OF HiS/MER wORK t5 REQlHREO FOR COIaPUANCE. -i � r- aurrv+Rr v�u.ve �v_„s suarwv o�Frus�: u+xows n�wc�h • , � =�ri,- v+ur ar yti..� ieA. � �. �c. e� -r4r, -; `°�°�� aaeenaa ar n.rsow. PRDGRESS NOT FOR " � . ALL WORK OF ALL TRADES MUST BE tN STRICT COMPLIANCE, OR EXCEEO ---p�- C�oec ve�vE ' pppR pquE CONSiRUCTfO 6 0/OG � - -__- - -- -T-_-�. - -- - - --- _ - . - - - - -- y - - -_ - _ -- - ----- --- -- --- . --------_. _ - -- - - _ _ _ _ -.. THE A�iNiMUAq µq1ERl�� AND MElFt00 REQUiREMENTS -0F THE t997 -i�r- artac va� � sECnu+ n�nu wa�n�r uaoucr. FULL PHASE I Fc 11 PERMIT SET 67/20/00 BU�iD�NG, MECHANtCAL, PLUMBING, FlRE ANO 1999 NATIE�vAL �,- gµl v�uve � �cnar+ n+RU ou�so� �x+ x+TNCE. � � , E!EC'Rt�AL CODES, NfPA, AND hLL LOCA� ORDINANCES AND -�*-- PLUG OR BALAMpNG vn1�[ REtURr+ NR oa E7�+MlSr pt�CT, } , nMENDMENTS AND MANUFACIURER'S INSTALLAl10N RECO�IMENpAT10N5. IF _ .�p, . ��U�T �� yµ,� �� , /,\ �� cnn+ tvi iFrTErt. � a. �ON�LCT BErv,�EgN TNOSE PUBUCATICNS EXiST, TFiE MOST STRINGENT -'�� 'L�f �B} g�� y�p� � q REOUIREMETIT SHALL APPL �. -1�-- �uc v��.E m aisFR e � � ' FIkTURE EQUIVAI.ENTS: AMERIC.4N STP.NCARO. KJHIER, CEANE. UNfVERSAL Ri1NOLE, -� GA� � �� V�� W R`�R P`u�c �R FI0.T. S�ERN WII:LIAMS 6R� vu_�E W/ � o�C ; �RAiN EUtNVq�ENTS: JOSAM, WADE. SMITH, TURN REPn�R ALL ACC4pENTAL C� MTfNT10NAL DAMAGE TO MATCH E%ISi1NG -T Q MEAIMG W�TER PoSER ��`�, FAUCET E�J+ VALENTS: CHICqGO FAVCET, SPEANMAN, KCWS.ER, DE17A, AMEP.ICAN 5'ANDARD CONS?RUCTION 1MTM NO NOTICEABLE DIFFERENC£ tN CONnNUtTY, �--�- T��n� �+T� �K� � �� w�� p�� - ,., UNIT , CABfNET HEATER SCHEDULE APPEARANCE OR FUNCTION - -f�- o�pE ��p� ��.� o � ,�R , -� saenao �k.� 74. TEMPOF�ARY HEAT 1MLL BE FURNISHEO BY iHE GENERAL CGNTFiACTOR. �r- VUMP t EOUfPMENT CONNECMR � nV�C IESEP `� USE Of' ?HE PERMANENT HEATING SYSTEM W�LL NOT BE ALLOWEO. -i1h-- aw¢ uwa+ r.EATING COIL MANUFACTURER ' �� ooue�c a+�cK e�cKnow ��,eT,rer+ ':. � I'd.ARK �. NPE CFM HP�WATT & MODcL N0 . REMARKS to . REFEP. ;0 FpOp $ERV�CE DRAWiNGS FOR EXACT LOCATIONS AND � GPM �TP . D. ( fT, ) � T. MBH EWT �' F) AuDITI�IVAt MECMANICA� REGUIREMEN 'S. PRO`�I�E DI�AL TEMPERATURE � r0T WATER, COLL` WATER, STEAM, OUCTWORK, GAS, POWER, INTERLG:.'x5, �� H _ � HORIZONTAL 440 210 W 2.5 10 38 200 1RANE f'PE8040 120V/1Y, 3H C01�, HIGM STATIC MOTOR =ONTPOLS. ETC. AS REQUIREO BY THE FOdD SERV�CE EQUIPMENT �� RE�ES�o ----- - '��P`�ER FIXTURE CtJNNECTION SCHEDULE s. . _ _ . ' _ -� - ___'_.1_ ______' __ _ -� _-._, __ _ � �� - -_i_'- ` .. - ____--- � ' _ _ � � FIOR120NTAL _ � 720V/10, 3H COIL, HIGM 57ATiC �AOTOR , � P� Vs" GALVANiZE6 MESM SCREEN ON ALL EOMBUSTION AIR DUCTS _��ti- � 440 210 W � 2. 5 70 38 200 TRANE FFE804Q ' OYIDE RECESSEO . 350 CFM O. S. A. OR OPEMING3. ANO ALL OPEN AND ' RETl1RN .4ND EXH �UST DUC75 OAEG _ _ --- - - - - ,-- -- .. . - --- - i - -- ! � --�------ -- -- - - - - ' fIXTURE HW CW WASTE VENT Q.P , . • - - • • . !S� ' � i , � - � � REFER TO pI,UMBMG FlXTURE CONNECTIDN SCMEDULE FOR P�PE SIZES WATER CLGSET ( FLUSH TpNK } _ 'Q . � - ' HORIZONTAL �SF t45 W �, OJ � 5 � 0 200 TRANE FFE6020 i2OV/70, 2H COIi, NIGH STA?IC M =�TCR TO IND��/IOUAI. PLUM8ING FIXTURES. � � CUH- _ , � . � 2^ �• 2+ R6�ESSEO _. . - - - - - --- -- - - - - ' . LAVATORY � ��• � �2.. , --�� -- � - -iS� - � { � �.� : � . -- - -- - - �--- - � - - � - - - - � -- --- -- ; - --.. '� TRANE, MCQUAI', MODINE EOUIVALENT. = PFtOV10E SHOCK ItRRESTERS AT ALL DOMESTIC HOT AMO COLO WATER SERVICE SINK 7 �2° � �p' 3" 2• •, 7 �q Uu �' BRANCHES SERVING FIXTURES 4ND EQUIPMENT WITh pUICK GlO51NG � YALVES. SUCH FfXTURES AND EQUIPMENT� Mq,UDES FLUSH VALVE WATER MOP SERVICE BASIN � �2 � �2" -� 3" � 2" •�••,ti. , `,!�'� P U M P SC H E D U LE CLOSETS, DISHWASH@RS, ICE MACHINES, AND CLOTHES WASHERS SHOCK ---- - ----- -- - - - - ---- -- --- ,- - - ARRESTERS Sh+ALI 6E CONSTRUCTEO WITI�r A PISTON iN n SEALED COPPER KITCHEN SlNK W/ DISPOSER 1 /Q" 1 �p" 2" � � }� �- � TUBE CHAMBER, AND Af'PROVEO FOR INSTALLATION YNTHIN WALS BATHTUB / SHOWER J 3 4 ; MANUFACTL� RER ' �, NaTHGU? ACc:E55 PAN£LS SItAJX CHIEF pR EQUwqf.ENT. SE�LJW� ---- _ _ -__ _--- -_ __ _ _ _- _ � � � 3f� 2` , 1l� M.4RK SERVICE TYPE � GPM TDH ; FLU (D MO��R , uCT D� SC , REMARKS 7YPE NOT ACCEPT4BlE. y CL07HES WASMER ROUCM-iM � 1 /2' ; i/2" 2� i � ��) ; HP ' RPM VO�T/Ph MODEL NUMBER DISHWASHER ROU6M1-IN` � � /2• �' y^ i i � --- - - - -- - - -- - - - �2. --•---- - - - - BAR 9wK � ` � �2• i � �� - -- ! SUMP � : � DUPLEX SYSTEM, COORDINATE NATN BUILDING ---`-T -^� --'- - - - - - -- - • -- -- - ---•- - - ---- --- Y - P- 7 DEWATERING P�MP j5 16 kATER t /3 , t ? 50 120/1 h1URDMArC OSP33 - tv� ENGINEER. IP ON JR TWG PUA�PS NEED ' GRDERtNG_ ONE MAr EE EXiST1NG - _ _ ___ � AI L � � SiZES SMOWN ARE MiNiMUM PIPE SIZES T0 A SiNf�tH FIXTURE. �INIA�UM PIPE SIZE TO 2 OR MORE FIXTVRES IS 3/4". � -- _ - - - - - -- - -- - -- _ _. _ _ - - - - - - - -- - - ALL FIXTURES USTED ARE NOT NfCESSAP.IlY US£D ON M 4 U N TA I N _ _ .. - -- - - - - - - _ _ ?HIS PP,OJECT. , ' Bd:G. TACO. OR e�,RORq e. :�u!v4�ENT ; REFER TO SHEET M3. 1 FOR (E1 DEwATERING SUMP � O � n C � CONTINUATION. V � � ELEC CONOUIT TO STARTERS. SEQUENCE OF CONTROLS CLUB Ft00R SIAB. � . LOWER LEVEL HFALTH �`. � � CUH - 1 AND CUM -3. CABINET UNlT HEATER$ dN q CALL FOR HEA.TING � , � EXPANSION AND FROM A ROOM MOUNTf_� TTtER1A0STAT, CrCLE ON AND T}iE 7WC-WAr � �ONTR(1L VALVE IN TH€ HEAi1NG WATER SUPPLY PIPING SNALI , '� MAINTAiN THERMOSTAT SET POtNT OF �2� �Ao�,. RENOVATION , _ '".�!1tL-Y, CABINET UNIT HEATER fAN SMAL� RUN CONi1NU0USll'. ON A W�LL MOUNTED WATER :A:L FOR HEAPN, FkOM Tr+E 400M MOUNTED THERMGSTAT, TNE TiGHT JUNCTiON BOX. . 'w0 - WA �r CUNiROL VALVE �N THE MEAT!NG WATER SUPPI_ t FiPINC, 5.ria �__ rnCG� 1�aTE ?0 � ?+iNTq�N THERMOSTaT SEr �G•N _ ,.�F '� '( r,D.i ) HiGH WATER ALARM �- ( E) waTER INLET. SWRCH. _,�,,_7�,`'� EMERGENCY CUT-4N , � t -__ --� EAST MEADOW SW�r�H. �.�. •�� STqNDARD CUT-ON • D R I V E SWITCH. �. i CUT-OFF SWITCH. I � LOW WATER LEVEL �' VA I L , C O LO RA D O CUT-OFF. ---- ----- -- - - � �?, TYPICAL. --- - --- - - - --- NOTE. SUMP PUMP DIAGRAM COORDINATE All SW,T�� E� LOCATiONS WtTN CfYtL EN6INEER . ' NO SCAIE FULL PHASE 1 & 2 s � O r ; PERMIT SET 0 � �:� o � , C.1 I� R' ' y�'� Hw.Ff�� ' - � CARAGE FLOOR SU6 �,_ �. N � ' � - � - . . . - - - � -- -- - - � -.. -- - - - --� ��- HWS ---� . � -- � .. - - ` :. - - _= � r= = 1 . . , 4 fT. CENTERS (MA)( .). I ��'_ N�� ,_ • � = nE DOWN WIRE: ON CT D - ��' - �a GAUGE C1+LV. REINFORCEp RECTANGUTAR I DUCT. CONTRACTOR OPT10N : USE SAIRAL � ` ~ - SURROUNDEO :BY PFA GRaVEI tP APPROVEO .4. �. � � - -_��-'*�"' ROUND OR Pp.LYVINYL COATED DUCT NWS � . � � - Bl' AUTnORITf MAVING JURSiDICT10�N . � L^ v - - - -- S" MINIMUM TNICKNfSS CONCRETE CONTRACTORS OPTION� .is. ':� 9 � .r -- � - _ . ti ,t. . c � _ :; W � � _ - - - - PRE-POUR SLAB 3" THIC✓ �. . � - - - - - - -- d- pk . � , , - __ - ._ " _ __ . _ . . _ _-_ . D � y . „ ^ _\ /� �_ iIi - � �,_ - �' . E - - DRA�NN BY EPH 'i` ° CABINET AND UNIT HEATER R�,•o eY �Ts :��`�. _ � UNDERGROUND DUCT DIAGRAM PIPING DIAGRAM �'� � ; , �. ;� 6i . ]�rJ + , q NO SCALE O H IL 58 206M11 . DWG O NO SCAIE 8 ' COGYRt4fR 2000 8r MVIS PIR74ERSMIP P.C. � - > SM'4T7 NUMBER. . ��, � �?:,. . Q �� M1 . 1 � � � .�� D.P.A. PROJECT # u d �;��- . �p - . Q ' J 9 r • • , . ' . - � Archit ts � � 2301 BLAKE ST., STE. �t100 DENVER. COLORADO 80205 � , �� pLqp� 303.861 .8555 F.303.861 .3027 . � ��. 0137 MAIN STREET . UNIT C106 GONGRETE SLAB ON N4 X POST OFFICE BOX 2711 METAL DEGK AT � '-O" EDWARDS, COLORADO 81632 RE. PLAN RE� PLAN � VARIES 970.928.8960 F.970.926.8961 < , DR�LL 6 " AND RE, ARG . 3/16° BENT PLATE GONTINWUf�. C�'PIGAL MINIMUM (TYPIGAU EPDXY AT RIpGE AND VALLEYS 8" AT PS REQUIRED) EAGH i/4 EXISTING PIPE STEEL BEAM METAL ROOF BEAM i GOLUMh � � RE� PLAN — ■ — s = ■ � a�=� —� ■ : = a — ■ RE� PLAN STEEL BEAM ' DEGK. RE� PLAN VARIES RE� PLAN (TYPIGALJ STEEL BEAM EXISTING STEEL RE. PLAN I/4" PLATE RE � PLAN BEAM . i RE � ARGH. . 0 o e . i _ i _ . _ z_ � RE� PLAN e e � a � � � O ii . O (2)-3/4 "m BOLTS i � ' .o C STEEL BEAM STEEL BEAM RE. PLAN RP, PLAN � EXISTI NG EXI STI NG GONNEGTION PLATE EXISTIN6 PIPE �� -� • GpNGRETE L4X4XI/4X0'-4" ��.� I/1" SHIM AND STEEL BEAM �)Ib' )( 10� )< O'-5" � �L�N . ° L4X3XI/4 EAGH SIDE �! �rq� E��g p�o� �LL C7ROUT RE� PLAN EAGH SIDE i WITH (3)-3/4'm BOLTS ANGHOR I/2"m X 4" EPDXY ANGHOR - EMBED PLATE STEEL SHIM AS SLOT HOLES � RE� 8�`51 .1 REGiUIRED - V�LD IN BEAM ' � STEEL BEAM TO6ETHER RE : PLAN e • h10TE - WHERE ' �, 8�� r WALL IS LOWER � , PROVIDE TS 4X4XI/4 _ SECTION A - A S � CT I01�1 1 �i S � CT i ON 13 .a . . �"��'� '"`'" BASE /PLATE 'W�TM'-� "2° S � CT f ON 1 � 3/4' = I '-0' 3/4' = I �-0� S � CT I ON � EI,MBED EPDXY ANGHOR 3/4° = I '-0• ISSUE/REVISION DATE NO. , '4 ' 3/4^ = i '-o^ CORE AND SHELL PERMIT 5/15/00 �� I/4" END PLATE (TpP) S � C T I O 1 `� J U U L 5/25/00 RE� PLAN (4)-3/a^m BoLTS L4X4XI/4X 3/4� = i �-0' ADDITIONAL PRINTING 7/7/00 �cK� eD� �T.AL�D�E-GK� �N FULL PERMIT PACKAGE ��19�� c��EL �/�,.� (TYPIGAL) EXISTING GOLUMN RE� PLAN rz� � �o.N (TYPIGAU �� PHASE 1 AND PHA E II RE GONNEGTION PLATE i RE, pL,4N JOIST AND � N GONNEGTION PLATE ��TE `-�� I/4' X b" X O'-8' 3/B" X b" X O'-11 ' . �AM � ON METAL DEGK 3. RE� PLAN STEEL BEAM STEEL BEAM �{��y 4� ' i METAL DEGK �� -� � 65'-0" RE� ARGH EXISTIN6 GONGRETE �� N I � RE � PLAN SLAB, METAL DEGK i � NOTE- AT SIMILAR e ' N�I�, I '� � AND JOISTS . I I METAL DEGK. SEGTION f.ONGRETE —r � — a — t — i — ■ REINFORGED WITH y.�p,LL IS FULL HEI6HT ' i � . W.W.F. RE� AN , i � ` i i � . i . O — � a -4— a '1'3' ai_ ■ �STEEL BEAM � RE � PLAN � � , ■ — ■ — ■ .. I/�" GAP PLATE STEEL BEAM �w ' i WITH (4)-3/4"m BOLTS i , EXISTINFi �' �-� �r„ p �� GONGRETE � A- p��• .� '�/Q . � � . STEEL HEAM /4 DRILL 4' AND EPDXY y�q�_� (2)-3/4"m BOLTS � � .,�'9 � X I '-6" AT I '-b" SLOT F10LE IN BEAM I I � �• • (^ -R �' �N INTO EXISTING SLAB ��E�� . �� . � � L6X4JO/8 WITH p` �4 STEEL BEAM (4)-3/4''m X 4' � �, pL,e,N EhiBED EPDXY ANGHORS -1 � -0� � ;1 � � �e�' .� o �� S � CTIO1�l 21 SECTION 18 S � CTION 1 � S � CTION 1 � S � CTION � S � CTION 2 3/4• = I '-O' 3/4' = 1'-0' 3/4' = I '-0" 3/4' = I'-0' 3/4' = I '-0" 3/4' = I '-0' .i � � METAL ROOF DEGK EAGH SIFDEN� �A� RE. PLAN ♦ � I ` RE� PLAN GONGRETE SLAB ON �� ''� � EXISTIN6 GMU ST�L GOLUMN METAL DEGK - METAL DEGK � WITH I/�" BASE RE� PLAN �, �AN �� ` M O U N T A I N �f.� wirr+ (4I- coracrzere s�s�e �� I/2'm BOLTS ON METAL DEGK i 3' • — a — � }- i ._ a�— a �— � — R— � — : — � — ■ RE, PLAN I NTERMEDIATE � RE� ARGH ' � ' — s�-- ■ -1 — ■ GONGRETE SLAB Cl/ERIFYI SLOPES BEAM. RE� PLAN W TH�BEAM BEY EXISTINb GONGRETE 64 �� ' A�H L O DG E RE� PLAN i � SLAB. NIETAL DEGK (VERIFY) I I AND JOISTS BEYOND RE� PLAN TOP OF ' � � — ` i ■ — � — • s � i� � Ta — a — i STEEL BEAM STEEL - �M EXPANSION AND RE � PLAN • STEEL BEAM i i � RE� PLAN � RE� PLAN L4X4X1/4X ��EPLAN� ' 1 , � ° • STEEL BEAM GONTIN/0U5 DEGK EDGE (?J-1/� "m BOLTS � � ANGFiOR BOLT (TYPIGAI� ��QT HOLES �N BEA�,.V (SLOT HpLE IN �MIM AND GROVT RE� PLAN RENOVATION 3/8' END PLATE � I/4' STIFFE�R EXISTIN6 STEEL BEAM ��I ° • JO STI AND BEAM TYPIGAL I L3�iX�/4 AT 4'-O" L6XbX3/8X GONTINUOUS PLATE, EAGH � • (TYPIGALI V�LD TO BEAM WITH 3/8" STIFFENER SIDE GONGRETE WALL I /�' GAP PLATE WITH � �' '°`�'H PLATE AT 2'-8" AND RE� I/'51 .1 � a . LbX4X3/8X0'_4• (2I-3/4'm BOLTS 3/4'm X 5' (EMBED) � EPDXY ANGHOR AT � �_4" STEEL CALUMN GONNEGT�ON Pl-P`TE EAST MEADOW (GROIlT GELLS) WITH I/�" BASE I/4" X b" X I '-0' STEEL BEAM PLATE WITH (4)� S � C T ( ON 19 � ' �"'" S � C T I ON 1 � "� 'm �TS STEEL BEAM S � C T f ON �1 S � C T ( ON 3 �, �AN DRIV 3/4• _ � �-O• STEEL GOLUMN S/4' = I '-O� S � C T I ON 11 3/4' = I '-0° 3/4" = 1 �-0• RE� PLAN • � 3/4• m � �-0• METAL ROOF 4° N4 X Q ��°�� VAIL , COLORAD DEGK. RE� PLAN i AT 2 '-O" ry i GONGRETE SLAB ON STEEL BEAM - - - METAL DEGK 4" ' RE� PLAN RE� ARGH. RE� PLAN - 0' NOTE - AT 51MILAR �' �-� i ON METAL DELGK �� CORE A �VD METAL DEGK SEGTION NEW BEAM I RE� PLAN RE: PLAN TS 4X4XI14 WITH I/2" ��EL �'� � BOTH SIDES. JOISTS GAP AND BASE PLATE �� AND DEGK OMITTED �' �P'N S H E L L B U I L D I NG WITH (4)- I/2"m BOLTS FOR GLARITY � � I � [ r— a — e � t �: — . 1 I ' � �� - ' -` - ' � PERMIT (PHASE 1 � � L4X4XI/4X STEEL BEAM i � GONTII'110U5 GONGRETE SLAB ON DEGK ELX�E �' �AN � � i METAL DEGK �P�GAL� i i RE� PLAN I EXISTING STEEL BEAM � AND PHASE 2 ) i i GONNEGTION PLATE � L4X4XI/4 � i � i ' — � — ' �" '�'� ` �/4" X B" X O'-6' I (V'ELD TO . 3/8" END PLATE� . BEAMJ TMP�G� STEEL BEAM . L3X3XI/4 AT 4'-D" (MAX� i EXISTIN6 PIPE GOLUMN I '-0" • a � RE, PLAN C2)-3/4"m BpLTS �LD TO BEAM RE� ARGH I/4' STIFFENER PLATE EAGH SIDE 3/8" BEN7 PLATE • STEEL BEAM � WITH 3/8" STIFFENER f—GO�dGRETE WALL �� pLp� STEEL BEAM AT 2'-O" AND 3/4'm ; ° • RE� I/51 .1 RE� PLAN X 4° (EMBED) EXPANSION ANGHOR AT I '-O" S � CTf ON 2 � S � CTION 1 � SECTION 12 S � CTION 8 S � CTf Oi�l � 3/4' • I'-0' 3/4' = i'-0' 3/4' • I '-0' 3/4' = 1 '-0' 3/4• = I '-0' i DRAWN BY ECW . • CHK'D BY PDM ! SHEET FILE H :IACADJOBS14818 t $ , � R COPVRIGHT 2ppp BV DAVIS PAf3TNER$HIP P G � SHEEiNUMBER. C � � S3 . 1 0 gg D . P .A. PROJECT # �W , < g � • � _ � � , . �� ' ' 1 ' • - � Archit ts 2301 BLAKE ST., STE. #100 DENVER, COLORAD080205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C706 POST OFFICE BOX 2711 q �_b�� EDWAR0.S, COLORADO 81632 970.926.8960 F'970.926.8961 I I INDIGATES 2O �� N � b� �4 �.� � 8 9 1 � 11 12 13 5�„� W I4X26 (109'-4") '-�" i 12'-10" i b'-O" � 10'-O" i b'-O" i �� '-O" i 23'- 10" 10'-�" 1 Y � ^ � � I � I I � � _- Y � t'�� X � �r\v �q f4 i � i i i i i i , ; � +� � 3 � � 53.1 �D • I - TS 4X4XI/4 TS 4X4XI/ � � � i i � � i i - (T'(PIGAU (TYPIGAI.) �l I `/ �i6 �i0 - - _ _ _ � _ — _ _ _ � _ — � _ _ _ _ � _ _ L — _ — _ — _ _ _ —! _ � _ _ _ _ _ — _ _ _ — _ � _ — _ _ � — _ .— _ _ _ — _ — — I �r Il'=3 �f@' i i i i i � i i � � I I ] i p � U 0 �D i i � i � i i i g a o � - ,,, g � - � o ; � ry Q � �� 123�_6„ ; O � 7 ry � � 5� � i i i i . OTE� I, i i ILl � I . MEMBER9 NpT OTHERWISE � ' ' ' ' ' ' LABELED ARE W8x10. ' ' ' ISSUEJREVISION DATE NO. . - - - � - - - - - � - - � - - - - � - �. EoSV��nSes�r�F - I� - - - - - - - - - - - � - - - - � - - - - - - - - - - - - - � COREANDSHELLPERMIT 5/15/00 - � � � � � AS NOR7'ti sIDE SHONB�! � � � wiax22 �'6 Q��'�� li STRUCTURAL 5/25/00 '�'�� ' ADDITIONAL PRINTING 7/7/00 , � � � � i I FULL PERMIT PACKAGE 7/� 9/00 - PHASE 1 AND PHASE II � 0 � � � � . � _ — m o — — ' � i i � i i i N — — - - ry � . i � � � � i i 2XI0 AT I '-4' I TEMPORARY � • WOOD FRAMIN6 � � � � � � ASREQUIRED � --- - - - - - - - - - - - - - - - � - - - - - - - - - - - � - - - - � - - - - - - - - - - - - - � I � fi� �4i� Tf � � � 00 � . 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PROJECT # ' W � C � � I �Zn ' I ' . - � Archit ts � f�/ 8 Q i � 11 12 13 Y I � i A '-�" � 12'-10' i b'-0' � 10�_O" b '-O" i �� '-O" i 23'-�O" �O'-�" 2301 BLAKE ST. , STE. #100 DENVER, COLORAD080205 i i i i i i i i i 303.861 .8555 F.303.861 .3027 II I 0137 MAIN STREET . UNIT C106 - , i i � � � i i , EDWARDS COLORAD081B32 — - — I — - — — - — - — - — - — � 970.926.8960 F.970.926.8961 ; - �--- - - - - -+- - - � - - - - -�- - - � - - - - - - - - - - -}- - - - - - - - - - - � - - - - � - - - - �; I I I 1 I � , , , � , , � � - I I � I ° � � � , � , � � � � - I I � I I 1 I I � I I _ M - - - j� - - - - }- - - - - - � - - t - - - - � 41/2� GONGRETE - - - � - - - - - - - - - - - � - - - - }� - - - - - - - - - - - - - I I I I I I � � ' ' � SLAd ON I .O G2� � � � I 4 I METP{L DEGK I TS 4X4X1/4 REINFfiORGED WITH I I . 53.1 6x6-+^I�.QXN12.9 W.W.F. i � i I i I I � � I WI2XI9 ' �� Q � i \vP� X , - 4 - - - - - _1 i � O I (V • P' " 7 v��' 4 - WI�X14 I 53.1 �. � E �XISTING 53.1 � - ��- - - - - - `fl MI4XI '7.2 � EXISTING �� -�� " � � � � ry QC�1 '-2'J STD. „m WI2X14 � n T`'� 4X4XI/4 - - � ry � - i � i PIPE CALUMN �. �I ' � ^ i ;� i i I 3 n'm � _ _ _ _ _ _ _ Y I ISSUElREVISION DATE NO. WI�XI4 i TS 4X4XI/4 .� s�. � Q � , , CORE AND SHELL PERMIT 5/15/00 ; � PIPE GOLUMN � ewsri MI4XI72 I v'a��c26 I � �, STRUCTURAL 5/25/00 -�- - - - - - - - - - - � - - - - 1 - - - - - - - - - --� � , � � � �� ADDITIONAL PRINTING 7/7/00 � - ioa�-e°o , - - - - - - - - --- WI2XI4 � L_ - I, i �x�l - � - - I I � 'i 0 FULL PERMIT PACKAGE ��19��Q , , (FJ- __ __ , , Q � , I �, (�-3"m , , PHASE 1 AND PHASE II , � in •m _ ' I srD. ai� - �-•- - - - - - ''— 0 I S7D. I ' � '�� I N i I � GOLUMN (�ELOt^U - PIPE GOLUMN � . I , I �. � ' i � i i i ,INI�Xl4__ _ i _ NI � - � � � � - - - - - - - - - - - '—� - - t�- - - ' - - - - t - - - - - - - - - - - - - � EXI TING ' 14H4 ' 9Q'-b" I �� - I f\`I \ ; . � STD. � 10 � ry ��/ � �,. PIPE GOLUMN � i � A - � I , I � �� , i � (E)-2 I/2'm STD. 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PIPE �p -5"m TS 4X4XI/4 � , I GOLUMN I WMN F � GOLUMN XX-STRONC� PIPE I fV i i A�� i - i � X '�, �'i W 12x14 � . - i - - - - - T , -- - -- - — - — - — - —� - ,— � - - - I- - - - I - - - - - - � � '\t . , , q-- TS x4X�,4 � VAIL � � j �TV P� �_ s�or,b cE)-s•m �I°� � �� P�PE CALUMN `X'-o5L PIPE _ _ � _ _ _ _ � _ _ _ _ _ ,_ � _ _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ � E � MOUNTAIN x m � - - - - �-- - - - - -�- - � - - - �� - - - - - - - - - - - - - - - - - --�'� - - - � - - - - - - - - - - - - -� E i i i i � WI�x14 i ry � i i ; � W��?(19 (GONNEGT TO L O DG E � � � -s in° g I eo7rOM ROOF BEAM) � x ' � '� I TD. PIPE � L4 XI/4 � ,, i LUMN -3'm ; _ � � 1�1 � i i STD. PIPE 3 I/2"m - (�-',}"m � I� �� L�� 5� P � 5�� EXPANSION AND I I GOLUMN (BELONU GOLU�itJ (BELOV'U � �. � � � � � — - — - — - — - — - — - — � --- - - � - - - � - - - � - - - — - - - - - - - - - - - - - - - - - - =- - - - - - - - - - - - - — ' . � , , - - - : - - - - - - ; � ; -, - - - - - - - � , � �. � � RENOVATION � � � � � . ; . � � � — — - - - - -' ��Zts• , � . I m ' i i STD. PIPE i i i , i � 1 I �L� I - - - - - ' I ' � ' �� ' : - EAST MEADOW � ; � � � � � , . ; � � �� ' - - } - - - - i-- - - - - - � - - � - - - - � - - � - - - - - - - - - - - - - - - l - - - - -}- - - - -� — - - - - -- — - —{ L:: J I I �� DRIVE . , � , ,� ' �� , �� ' � � ` � - - - - - - -�� ,�� VAIL , COLORAD � ` - �- i , \\ \ /j CORE AND ' �` __ ; ' SHELL BUILDING PERMIT (PHASE 1 � � � � � � � � � � � AND PHASE 2 ) F �' ,41"f I 1�1C� �' � �41�1 I N � �.E� ��PJ• y I �-0u ��5� 1 . (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION. TOP OF NEW STEEL BEAM ELEVATION EQUALS (105'-1 I/2") UNLE55 OTHERV'lISE NOl"ED �. � INDIGATES NEW GONGRETE SLAB FLOOR AREA a DRAWN BY ECW CHK'� BY PDM • SHEET FILE H:WCADJOBSkt818 � COPVftIGHT 2000 BV DAVIS PARTt�ffRSMIP P C � . SHEET NUMBER� ,°o NOTE- ELEVATIONS � 11W ON STTRUGTURAL � ■ � }� PLANS ARE TAiCEN FROM ORIGINAL � iD GONSTRUGTION �OGUMENTS. TO MATGH S GURRENT SITE SUR�/EY ELEYATIONS o ADD I ' 4" TO ELEVATIONS 61VEN 4 �� D. P.A. PROJECT # �� _ � � J . . > r - . ... . : _ . . - . � _ . . . .. -, .. . ..: ,: _ . . . . . . . � � _ .. . . . . , . - . � ..., ., _ • z - - < r� � - - - - - � � - .�; � � ._, .. . . . , d - - - - � . .. . . . - . . .. .. �. , .; - . - � � . � , . . t , � - � , . . . � � , : . : _. ., , . . , _ � . . . _ ' _ _ _ ' ' - _ _ ' _ _ , � � . � . � �. , . ,L . . ,. . : .. - . . . , � . � ..� . . . . . . . , . . ! - ; ., � ' � : ' .. - - ' . ' ' . ,.. . . . . . ' " ' . '. 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E�I� TINb 14H5 � EXISTIN6 14H5 XIO 1 +i� � I I PIPE LUMN EK��,� �'TIN6 14H5 EXI5TIN6 14H5 ' � 4 . �� m RE NOVATION . ��ALU��„jH _� � WBXI XIO 53.1 � `� , � �a � - --- � x , - ��__ -=J� i � 'il - -- - X fV , � ' � -- -- � - ry , 59.1 WBXi i N - -�� ' �� 4A � � � � EAST MEADOW ��-�= ��- - - - - - - -_ - - - - - - - - - - - - - --- - - ia �=� - - - - - - - - - - ,; � T5 3X3X1/4 ��i 1 'y ' I i -�` +�°' ' DRIV� co�ur� uP 'e� �� I ' �ry (TYPIGAL 4 II j +�9 � / � � � �f'" LOGATIONS) WI2XI9 ��'; � � � � ,� 4x4x�,4 ;�� VAIL , COLORAD ; , .� lTYPIGAU Ai \ , ,, � � �� x -�'�� CORE AND SHELL BUILDING T � I � D � � oo � PERMIT (PHASE 1 � � � � � � � � � '�` � AND PHASE 2 ) N SC�A�E� ��8n a � �-0�� NOTES, I . (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION, TOP OF NEW STEEL BEAM ELEVATION EQUALS (94'-1 I/2") � UNLE-�f OTHERWISE NpTED , �. � INDIGATES NEW GONGRETE SLAB FLOOR AREA � 1 DRAWN BY ECW CHK'D BY PDM . SHEET FILE H:WCADJOBS14818 � CpPVqI(iM 100p BV OAVIS PARTNERSHIP P.0 v . NOTE- ELEVATIONS SF�IOW ON STTRUGTURAL a St PLANS ARE TAKEN FROM ORIGINAL sMeErN�engea b � , GONSTRUGTION DOGUMENTS. TO MATGN § GURRENT SITE SURVEY ELEVATIONS � ^ • � ADD I '-4" TO ELEVATIONS 61VEN _ ) o L §� D. P.A. PROJECT # „�•� � b � �� i . _ � � ._ _ � � ' . � 9 1 � 11 12 13 � • " � Archit ts � , � � , , I 6'-0• ! • 2��-0° I 2s�-io• io�-� ^ 2301 BLAKE ST. . STE. #100 � DENVER, COLORAD080205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 � � I � � I 970.926.8960 F.970.926.8961 / \\`' - - - - -�—� n -- - x , ) I � - _ - - — - - - - �--- � , . � . n _ I - `-- - — - - -- -_--- - - - �-- - —� r - -- - - - - - - - - - - - �/ I � EXISTING 14Ff5 EXISTIN6 14H5 i ' EXISTINFi 141i5 XI TI I \ �, i � i EXISTING JOIST ` � \ •, I � � � ' EXISTIN6 ��. �� (\`� I ' - �--�-- - -- - -- - --1 --- -- - -- — J015T '� —_ � ---- ' fXV �9 -il,—� i� � 85'-b" io � IV �� EXISTING �U ' � I i I I JOIST � � � � EXISTING JplST W ' - � 0 � - - - - • - - � - - - - - _ I WI2XIA -- - - - - �- - I - - --- - - . - — - - � I, i - F / . � � �, � ��`� � �� ; � I I I � ' �� ISSUE/REVISION DATE NO. _-1 � � Y ' i � , -� � ' ' I � J ' I P �' CORE AND SHELL PERMIT 5l15/00 � I - EXISTIN6 � � X EXISTING O � � I i � STANDARD ` x ` , � srA�,�,rt� Q STRUCTURAL 5/25/00 = . �� i � , , PIPE GOLUMN � . PIPE GOLUMN � I � � `- �, i ROOF CLARIFICATION 7f7/00 ; � � i ,I 'i % � �i FULL PERMIT PACKAGE 7�ig�00 � � � i � ��xiq � ! E � PHASE 1 AND PHASE il - - � - - - - - - - - - -- - - - — - - - - - � - - - - - p ; ' ; � Ii ' tes�-� v� ° — — — m � I J � `Q � -�-�— - - � - - - ~ - - - - - - - - - - - � d � WBXIO � � : V � � . . F ', � ; I !b5'-1 I/1") .{ I � i � i �.� , � . ?� � II wexio � i � � yP J1 I X ��' 3 iil w � h - � I D I, � I i ' �� 59.i I i I � �,��•�•�,1d0�,0 I I � N 5�3.1 � d1 �t^ WB I • W ' EXI5TIN6 14H5 (85'-I I/�"T � • I � � � � I I III EXISTING I I : / � . I' STANDARD WBXIO r��F µ ••�' EXISTIN6 14H5 P�PE GOI-UP'�N ••,y, I (H5'-I I/2'I i � 4 '-O" TO 3'-2" 5'-I �/Ib" '-8 Ib '-b 13/Ib" I 3/4" EDSE oF I I , EXISTING 14H5 NEW FLOOR /� _ EXIS�'IN6 14H5 I 19 - L - - --- - - - — - -, -- - - -- - / � � ', F � TEEL DEGK I `J I ' I � � __ ��__ � � X � Ex�ST�� .� � • VAIL �, — � � --- -- � I TIN6 14H5 I O BEAM TO ELE�/5�84'-II '\ I Nl8Xi0 ��'..,� es`r�+/9 I A G•22�METRETE�GAB ON : � WE � D 7t1BE TEEL �� I FOR 1 '-0" FROM 6RID 11 GOLUMN VY8XI0 � � , � W x EX�ST�� „� \�. ��4��. M O U N T A I N ' T�ND OF XISTIN6 � ry�� XISTIPK� 14H5 (V ry - i � �� ST�EL BEA EXISTI 14H5 - I� � I BS'-I I!2" - � � TS 2X6X3/8 y ��' � LODGE : : h � 0 � �BS, �� p� � 10 OPEJ � 'r n i v WBXIO . � _ � � _ _ -• I m �_�J � l� � � I � _ m i I ry ¢ ry _� � 85'-I I/2.� � fl\1 \A�� A� WI 4 '-� � � � ' 0 I I TS bX4 /8 . � � -� WITH �i + 10 OPEJ WBXIO � X CALUMN � .. N1BXI0 q � - - `°"- '°" - � � 3 - " JW �` - - - — - - - - - - - _ � EXPANSION AND � f85'-� � �) � WIb 85'- i I/2 ") i � � � 2�_6 �� ,3�_6 �� 2 �_ �� _ 3 P '� I WI2XI9 SLOPE) WIbX40 ! I % xl0 �- - � b'-4" q �-6 " 0 ry � I�IITH GANTILEVER � �6 ' �Y��MA�IENT ' I � RE NOVATION �• W12X W8XI0 �` � IR �+/y I —T Y i � � � 53.1 � I '',A :� WI�JKI� WITH GANTILEVER �� i �� 7.+� �� • `�1 �. 9�F'-II Ub" �� e�• I . �� . m ;' j rQ�oF +, �� ,�,� W,TM EAST MEADOW � � STEEL ` �% TS 4x4x1/4 HAN6ER wITH I/2' STEEL PLATE I �2 e5'-i in"� , roa a.� eorror�+ win+ DRIVE � � � �vi� ry ,� z � la)-in•m eo�rs win+ �ocKwrs cv � 0 ' x � , X ; � ' TS 4X4XI/4 , �. � k �j-` , � p � ,� ,� GO�UrM� (BELOV'U ` � , .o� �'� �,, �x�° ,�x�o � ; ' �� +'° �� VAIL COLORAD i + � �+, + � � �' i�� 4"m STANDARD PIPE � +�� k� �+\O �. ., \ \ I� ; � �9 1 GOLUMN (BELOW7 � J9�, CORE AND ��,, �-- -53i — — +�O ,�� L4X4XI/4 (SLOPE) , • � 3 V� �' NELD TO C.OLUMN AND k wewo wexio � '� ,y� eenr�s ro su�orzr I Ci ZS, � !lx }` DEGK ED6E. � 3 �° SHELL BUILDING � . 4'-8 13/Ib " � - � ��' _ 2O GA. PERMIT ( PHASE 1 -- — -- - - - METAL ROOF DEGK �X' W'TM �� T� x AND PHASE 2 ) � AND BOTTOM TO �ORT « WINDONS. RE� ARGH. , 18 { �.I ' : \ i� �4i� T f ,4 � S � COND � • � � OOi� � i� � l"f INC� i� � ,4N SGALE� I/4" _ � �-0� , , �i NOTES� I . (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION. � � � TOP OF NEW STEEL BEAM ELEVATION ECxJALS (85'-I I/2') :� UNLE55 OTHERWISE NOTED � CHK'D BY PDM ' � • � 2, CANTRAGTOR SHALL VERFIY SIZE OF AN EXISTIN6 BEAMS � , ' I AND GOLUMNS WHIGH ARE AFFEGTED BY THE VWORK. SHEETFILE H :IACADJOBSW818 'j � 3. � INDIGATES NEW GONGRETE SLAB FLOOR AREA COPVRIGMTX100BVDAVISPARTTlERSHIPP.C. � NOTE- ELEVATIONS SFIOW ON 5TT'RUGTURAL ' o PLANS AR� TAKEN FROM ORIGINAL �� + GONSTRUGTION DOGUMENTS. TO MATGH sHEeT Nun+eER � GUZRENT SITE SURVEY ELEVATtONS . /� � ADD 1 '-4" TO ELEVATIONS GIVEN � - ] ■ � � o L � �i� g D . P .A. PROJECT # � � _ � � ; 1. • ' . - � Archit ts . � 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 I Q � g � y� � �I � 2 � 3 303.861 .8555 F.303.861 .3027 CJ 0137 MAIN STREET . UNIT C106 � � POST OFFICE BOX 271 I �„ q -� 12 -1OX I EDWARDS, COLORADO 81632 , i , b '-O" 10'-O' i b'-O" , �� '-O" i 23'-10 " I 10'-2" 970 926 8960 F 970.926 8961 � � � � i i i i i i I I I I 1 I 1 I i I i - - - � - - - - +- - - - - - �-- - - � - - - - -� - - � - - - - - - - - - - �-- - - - - - - - - - - - -�-- - - - - � - -- - - - - - -- - i�i � � � � � � � � � � � � � � � � � � � � o ' —�t-� I � � � � , i I � � � � _ � � � � � � , � � � - - - � - - - �- - - - - - � - - - - -1- - - �- - - - - - - - - - --C- - - - - - - - - - - -�-- - - - - � - - - - - - - - - - - - � � � � � � � I TS 4X4XI/4 I 4 'i T'S 4X4XI/4 �, ' E�3.1 I � . I � � �, 4 V�" GONGRE � � , � SLAB ON � .O G� I W I2XI4 ' Ts axaxv4 — � �"�T�- �K ISSUE/REVISION DATE NO. - �TN��N�Tf� - i ' } � P,p' � � - - - -- �� WI2XI4' - - - . �--- - - - — - � 6X6-1^l2.QXYV2.A .YV.F. � - I � LL �v X � - Q CORE AND SHELL PERMIT 5/15/00 � II �j�� I � - — --1 � I � � ry STRUCTURAL 5/25/00 WI2XI4 � - a W � II � . il i - � - -- � - - -N y�� : � 0 _ �_s,m � i � _ ; � X-BRACING - GRID L�NE 8 7/7/00 ' ~ � 5r�. Pi ( , x ' ' ' — — ' _ ' ' FULL PERMIT PACKAGE 7/19l00 EX STING 5'm _��' - � r�xio � � PHASE 1 AND PHA E II 5 . PIPE EXI3TI1�-�"� - -. �� ry _ � � - ' � � STP. PIPE - Oi �0 , -- - - - - - - - - - - - �- = -- - -� --- -- - -- - - - - - - - � - - - - - - - - - - - � � R � tFa-� irl •m i#r+s �, '• I I STD. PIPE�,pp (� �1? m ' UPqN qP (EI-3"m � I I T D� t P�IPE � i 12 F X ' S . PIPE '� . �� l-�`� � h I � 53.1 p� X ; 3 ' �� I EXISTIN6 � �v I � � 1 ' �� W 1 0 . i i i WI�XI9 EMISTING I � - - - - - - - - - - - - - - - - - - - - - - � � X I ST INC� CO � U1"f1�1 � '� � ' i �wi �xib �� I � � EXIS INb 4'O � � � � �� ' (�'1 �w+i�M�pq ' z � '��. �=x ! srv. sr� Pi�',�� exisrir� cr�u � �n r`°��NAlU. pOy W , ,, � GOL �� _ , i� � I N � O � C � i�f � N T ,. .� . r � � � L27QXI/4 SE6NIENT ,� ; 0' CTHE FOLOWING EXISTIN6 GOLUMrLS NEED TO BE ' ISTI C � � 73 If,2 REINFORGED. RE� PLANS AND DETAILSJ (� REMO E ISTIN6 BOLT 70 EXISTIN6 GNU � . 1 * � I pr� • - - - - — - — - -- - - — - — - � — - — - - - - - — - - - - - -'— - — - - � . , JOiS A -�BEAMS ' i _ — AT-4'-+Q!J�k�!- ..__ - - - - �-�- � t-Ji �� 1� pL � TNI ARE X 5� ��A1f�r �i � -- - - -_ - t Fv�1 4 TD ROOF 12 '-6" \ � - y t �� NIBXIO J . � , (V ^� � �! 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PIPE li PIPE GOLUMN ` � � � � - — - �'L - GOLU� — - — - � i i —_L- METO.L D �'- - - — - - S`QJ �N - - - - - — - — - - - — _ - - - 2- - - _ Y �QI} i �- - m REINP�i�D EXISTINb �W2AGING � � _EL�.1�T� � I X _ iµ — I' xl � - �1fTfi 5 3�CiR371b E.4ZR V�L�ED— " ' " x_ � � - —iV — - - — - — - - — - — - -- - — - — B _ � ' - - — - ry � 3�,�� ' ST/46C�ER TOP ANt7 BOTTOM IS BAY � � � � � �., � X I S T I NC� C o � U1vi �l EXPANSION AND AND b' BCaTH TOP AND �D TTOM � ' �q ��. I i EAGH ENq!, EXTEND TUB� STEEL fV� �� I I ,III Y ' , � 10 �v � Q �O" X 3'-O" TO WITHIN 1 " OF FLOOR A�iJD I " OF ry � � i �� 3 �( ASONRY GOLUMN � � I N � O � C � 1„f � N T STEEL BEAM ABOVE. V�� TO MAKE X ' ' �i'; �j I 58.1 � � � �'1 ' INFORGE� WITH � GONTI OVER EXISY: ry� ' � ISTIING TO ' 1�� I ; (b)-M5, VERTIGAL ANp � RENOVATION GONNEGTI�' N PLATE. ' � � � '. 8° X 4' X- � W ' �, EXISTING 14H5 � X� M2 TIES AT 8" �+ , . `n ' (F_I-'►� (E)-5��m (85'-I "J � V � � � � 1�1 � � � VEL 95'-b' I STD. F'fIPE STD. PIPE ' EXISTING I ' y� - I� F- '� �� GOL GOLUMN �� EXISTING 14H5 4'm i, XI - i, li � ' � � � � �! STD. � - I/�') � i �TS � 4X5/16 X ; I i I I I, PIPE GOWMN �i � i I GOLUMN SIZE REINFORGEMENT DETAIL W � " E�STIN6 14Firi I EXISTING 14H5 � WI2X - — - — - — � — - — } -�-- - -� � — - — — � — — -� � �,��m 5�. �� (?J-G4X5.4 � E AST M E ADOW - --_- — — - — - j E � �ISTING 14H5 I EXISTIN6 14H5�� XI � , �S`'.Y�� 3"m STD. PIPE (2)-G4X5.4 2 - -- - � - - • -- — - �-- " EXI �TING 14F$ � ' � ' �i W8X /� 9 � - DRIVE I j 1 i EXISTING 14H5 J � 3 I/2"m STD. PIPE (2)-G5X6."f 2 EXI�TIN6 14H5 , ''� i EXISTING 14H5 � �� 'F I m 4'm STD. PIPE (?)-G57C9 2 i i i � ' ^ i i � - I (85'-I I/�") . m XI 53J � , � ' i � � i ? ry � n 4"m X-STRONG PIPE (2)-GSXQ 2 i i i I i i g II - � X - � � �o��, � � �x�d� ; �; � ,/� S�m X-5,�. P�� -�b�.� � VAIL COLORAD � - — — - — - - — - — - - — — - — j - — — - a - _ . I' - — - --- - - � — - — - — - — ---{` � ,' S"m X-STRON6 PIPE (?J-G6JC8.� 2 � - I X � - �x�+� � • I v NOTES� i i ry I , m � �l i i• •i i l7J-4XI2 L N Ur �a!1°,� � � i REINFOR,GED A ;� � � �- ! - -- �"�1 ' i I . PROVIDE 5/b"m HOLES IN GENTER � I � t � J015TI� -F\ � I I �I I I / �\�'� � OF STEEL GHANNEL l^�B, 3 AT 3' TOP . . � �,� � �, � , . - 0% ANp gpTOM AND I ._6., ,,�T��.� . CORE AND DETAIL 2 L _ _ J P � � ` X � � W�?k� � ` 2. PLW WELD GHAMJPLS TO EXI5TIN6 PIPE GOLUMN � X `� '� +�0 ', i 6g,,� 9 � n 4' STD. PIPE i WITH FULL V�LD AT EAGH HOLE. ' � � � �'�� - � x; � � � - ��+�0 ,� � ; � �L�N ' 3. EXTEND GHANNELS FROM I " ABOVE EXISTING GONGRETE S H E L L B U I L D I NG (4)-"1/8"m BOLTS I •. �.� . � / I� � O . � � �� I SLAB TO �" BELOW STEPL BEAM OR FRAMIN6 MEMBER r - - � 1 AT TOP OF GOLUMN � . �. . � (IYPIGAL AT YVOOD � ,c�, �-�.. � � . —� . ' +� - ,�? e � 1 _ i i TO WOOD GONNEGTIONS) i �8 % . p - —' �y O � ��Y..b � 1 , PERMIT PHASE . � _ _ _ _ - L�_ _�� _ _ _ _ _ I�,�,� I `9:s�9 �._,, ryk `�XrO —yl0 Nl� � l0� I FOR THS P.12EAT 52.4A � � p � �,�� _ 20 6A. AND PHASE 2 ) I I� • • � I I� J • I • _ _ _ _ _ ' � -! I I •_ il� _ _ _ _ _ _ � 1 _-_. MET/>L RODF � i i � WIbX40 (BENT) DEGK � i i i i I L _ J bX8 L _ J p �V 6XI2 i I � �.I � r : � r : � exs � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� � . . � � ' � I ��-sxe I � - - - - - - - - - - - , - - - - - -- - - - - - �'J � C 0 � � � � � � � - - r - • . i i i . • . • • i i • • , r /� 1. � ' L _' J L _ J ' ' � � � M I � `.�h � � T"tI V i i i • N sc,�e� ve• - i �-o• I/4" INTERIOR � GONNEGTION PLATE i i i �•�p7Eg, WITH (2J-"I/8'm BOLTS EAGH SI�E I �` �e I TOP OFYNEW 9TEEL BEAM ELEVATION EQUALS(85TI n"I i PLAN � PLAN i UNLE55 OTHERWISE NOTED DRAWN BY ECW � � � �y � � � � � x � r � i � 2. GONTRAGTOR SHALL VERFIY SIZE OF AN EXISTitib BEAMS C,� j \ ` i AND GOLUNMS WHIGH faRE AFFEGTED BY TFFE WORK. �-/ 1`-'-C I I 1 CHK'D BY PDM ' SHEET FILE H:WCADJOBSkl818 g SGP.LE� I/2" = I '-0' `�' NOTE� - ALL TW155 MEMBERS TO BE D.F MI COPVRIGMT 2000 BV OAVIS PMTNERSHIG P C. NO1E- ELEVATIONS SMOW ON 5TTR41GTURAL PLANS ARE TAKEN Fi20M ORI6INAL SHEET NUMBER �• GONSTRUGTION DOGUMENTS. TO MATGH i . � . GURRENT SITE SURVEY ELEVATIONS ^ ' o ADD I '-4" TO ELEVATIONS 61VEN � - ) ■ � L �� D . P .A. PROJECT # � ' � � S �' � =� �i , ' � , ' • - � Archit ts ; �i 8 °� 1 � 11 12 13 2301 BLAKE ST., STE . #100 DENVER, COLORAD080205 I , 303.861 .8555 F.303.861 .3027 , 9'-� " � 12'-10" � b '-O ' 10'-0• i b'-0" 22 '_O" � �3'- 10" 10'-2 " i 0137 MAIN STREET . UNIT C106 POST OPFICE BOX 2711 EDWARDS. COLORADO 81632 ' ' ' ' ' ' ' ' 970.926 8960 F 970.926.8961 I i i i i i i i � — r- - - �-- - - - - -�-- - - � - - - - -�- - - � - - - - - - - - - - -+- - - - - - - - - - - - -�- - - - - � - - - - - - - - - — � � � ; � � , , � , a � . � ; � � � � � � � - "I� �_,4" �i I ; 4 I/� " GONG TE I � � '71 '�4" (�/ERIFY) ; SLAB ON I .O G2� � � � METAL DEG _ �j�1 . -- il- — - � TC�P -OF — - — - - REINF�20 G WITii � I I / E�ISTING WALL j bXb-W2.9)CN .Q W.W. . � - - - - - - - - - - � - - - - - - - - - � - --{- - - - - t - - - - - - - - - \J I I i i i i i i i I TS 4X4XI/4 �I 8 1O'-II I/�n TS 4X4X1/4 - . � 53.1 TOP OF , �. i � �I , GOIJGRETE i i � i i I i --+�} - - - - - - - � . � i i i �, -�I WI�XI4 � � I 6 9 � , � i Wi2xi4 , _ � i �4'-�►" , , , n ISSUE/REVISION DATE NO. roP oF � �-4� �R�� `—�� I CORE AND SHELL PERMIT 5/15/00 . TOP OF '� �i i — ' �� i � ` � i i I E?(ISTING WALL � % � J !�_ 74'.�" I TOP OF I $TRUCTURf� 5125/00 � `�•� TOP OF � EXISTING WAL.L , , I i �_—_� ', , � �� L , ' � �a�-6� in° AODITIONAL COLUMNS 7I7/00 ; r� _ _ — — — _ � __ r� oF _ � FULL PERMIT PACKAGE exi ir,� w.�� L 7ns�oo - - - - - - - - - — — — �- - - - - - - - -- - - - PHASEIANDPHASEII � � I � � ,4 -� In° - i -�rj��. TOP � OF � 8p�_8^ � � � TOP OF � � � . -, �� GONGRETE WfV_L Q I TS 4X4XI/4 �I I j REMOVE EXISTING FLOOR SLAH � TOP OF I -S�m EXISTIN6 I L ,.} , 3 In'm I I AS REQllIRED FOR NEW STAIR � �� EXISTIN6 �� g� GONSTRUGTION 5'fD. PIP�-J STD. PIPE i ' � . � � � ` � � , �� ' NEW DOOR OPENING. RE� ARGH. � — - — - — - - — — /y — -� - — — - — - — - -- - — - � - — - GIIT-OUTE7cf5TfflU LaRGi�T� - — I / I TOPVOF GMUxOPENING ' WITFI� 8"T - i i i i i (V � � BEARING EAGH END. 6ROUT GELLS ` (EJ-� I/�'m I � C�) � (F�r4�m (EJ-WIDX29 I � BELOW SOLID N STD. PIPE , . , � - - 57�' (E.J-NUOX33 I i PIPE � 6 �...�,� � rsd- - - - I � SL 'A8I N METAL DEGK , -- - ,��QOn�- �d� - - - - - - - - -�-- - -s - - - � - - - - - ,- - - - - - - - - - - - � _ - - - - 6° cor�cr�res�s�,a - N � �r��,?P�'sgEr{�ti�� , � � � i � _ _ � I wirH «s P.r r-o° . ' � — - �=3�m-- - - - - y�- - - - - - - - - - - - - - - - - ---TAP_AWQBO'LTOM--. - -� .. — - � STD. PIPE � - — — — � — - — -( �'=•m — - �__ -- AND K5 AT I '-O" 1�1 � i i i i �� /� �.m STD. PIPE � (E)-T5 4X4X3/8 ----- , TEMP. !-IS'-4�) :r g j� • ', � �1 �, �` : '• I � 5l"Q. P�PE i� i�C - - - - - - - - � ` Y1 ��':m [YWO`�d$ ' • . _ � _ — _ � _ — _ — _ _ — } _ _ _.-��M� I \`� _ _ — _ — _ — _ — _ y _ — — _ — _ — _ _ _ — — _ � — � t/rF~a �NAI EN�� . _j_ J ... _ �' �i�e��• i i i i S7D. PIPE i i i - - - - - - - 1 �D � � �y� OP �... ' NOTE� - EXISTING `_ � I GOLUMN i � FLOOR FRAMINb � I fIYPIG THIS AREA TO 6 � {,,� i _ , i i i i _ . i REMAIN P� ' S3.1 i - J Q (\V -- I . -- --� .�[3,R1P�i _ �� `' y\�.�" 6 � � \�. n 7 a �D I 53.1 � � T - } (V ' � � � � � — _ � –Exl� � F- Ex�sT,� , �o �-� � Q VAIL t�� I � , STEEL JOIST � - _ r - - - ,- - - - - - - - � - - - - - - - - - - - - - - - - - - -� "�— w `' - - F ''� ] . , - � a � . I i h1EW G NG TE � I � � o ; wP.�4 — � � P MOUNTAIN X i t ' + I (EJtTS TX"iX3/16 I (EJ-5"m I (F_I-5'YD (F�-5^m I � TSOL X XI I 6 4j � EXTRA STRO EX ' STRON6 STD. PIPE I I " I i � � 9TD. PIPE � STD. IPE �. " 'C � 1 - - - - - - - - -� - - � - - - — - - �' - - - - - - - - - - - - - -- - - - -i -�-- - - -'� - - — (� 5X5X5/Ib , 4 I/� " GONGRETE � — - — - �� - - m . - - - - - - � - - � - - - - - - � - - - - - - - - - SLABONI .OG22 I � � -- - - I '-0' FOOTIN6 - - — - - - - — — T - - K — WITTi x5 f.T r�"� t �� i �� D� � 4 �6 '-�" WAL_L. DON�L (V � L O DG E REINFORGED WITH h � � 6X6-W2.9XV�1�.9 53.1 �. TOP OF INTO WAL.LJ , � TOP OF FOOTIN6 i I I W1N.F;6 -0" i GONGRETE � EL. = 68'-O" - i TS �X"7X3/16 (� 5x5X5/Ib � TOP OF � � SLP� ' `°" �-�WTM� N EXPANSION AND ° � I i � (E�-5° i (]J-6, rOP AND � � ��M � � RENOVATION �Y T5 lX'7XI/4 I I STD. PE 5 5YPIPE b�-8° � �'-b" KS AT I �_4« - I HORIZONTAL i �, i j i � li I � AND VERIG.4L I - - - - — � - - - - - - - TOP OF WALL � — - - - - - - - � - - - - - - - - - * - - - - - - - - - - - - - - - - - -��_ ��- - � ;� � � '�R� � EAST MEADOW I II ��_•F• N� ,. i � � � � i TOP OF m 5�5�P�� I EXISTING MI4XI72 �5'-9") TS 4X4XI/4 �� LL � ; �o�� DRIVE ' — �r -- - — - f-- - — - — - T - — } — - — - T - — � — - — - — - — - — - I I EXISTING WI2XI4 (l2'-3") I - - — - - -- - — - — - --- - — - — __�j�� I I I I �� ; � � '�r _ VAIL , COLORAD �"; � �� a � �� , ��,��. ' � P��s��°��° CORE AND ; � SHELL BUILDING �� PERMIT (PHASE 1 4.m sT,,,.,nA,� AN,D PHASE 2 ) � ( � A � T � � O O � A PIPE GOLUMN (TYPIGAL.J '� � � ,41"i f 1�iC� fi L �, 1�1 ` N sc,n�e: ve. _ , ,-0. r+ores� F�oorz ar� eear� ��rru,noNS. I . � INDIGATES NEW GONGRETE SLAB AREA . I . FLOOR OPENINGS LESS THAN I '-O" IN DIMENSIONS tN EXISTING FLOOR DEGK MAY REMAIN UNREINFORGED. a �. FLOOR OPENINGS EXISTIN6 FLOOR DEGK 6REATER THAN I '-O' REINFOR.GED WITH L2X2X3/16 FRAME AND � WELD TO EXISTING JpI5T5. � � 3. FLOOF2 OPENINCf IN NEW GONSTR4IGTION LE55 THAN I '-b' IN ALL DIMENSIONS MAY REMAIN UNREINFORGED. 4. FLOOR OPENINCf..a IN NEW GONSTRUGTION GREATER THAN REINFORGED WITH� A. L3X3XI/4 FRAME t^ELDED TO STEEL BEAMS OR DRAWN BY ECW B. »5 IN GONGRETE SLAB ON ALL 51DE5 OF OPENINEf t � EMEND �'-O" PAST OPENIN6 IN EAGH DIMEN510N. CHK'D BY PDM � 5. PENETRATIONS IN EXISTING AND NEW STEEL BEAMS /^EH! '� � INGH DIAMETEi2 AND LE55 ht1� T BE INSTALLED AT AM SHEETFILE H:WCADJOBSkl816 � LOGATION WITHOUT REINFORGEMENT. NOTE- ELEVATIONS SF�OW ON STTRl1GTl1RAL � PLANS ARE TAKEN FROM ORIGINAL COP'/RIGH� 2000 BV OAV15 PARTNERSHIP P C , GONSTRUGTION DOGUMENTS. TO MATGH � C.URRENT SITE SUR�/EY ELEVATIONS snEEt rvuMeER 0 H ADD 1 '-4" TO ELEVATIOtJS 61VEN § � S2 . 3 � §E ' � D . P.A. PROJECT # �b � * r � _J , ' • � . ' • - � Archit ts � 8 � 9 l � 1 i 12 i3 2301 BLAKE ST., STE. #100 DENVER. COLORAD080205 303.861 .8555 F.303.661 .3027 i 9 '-2" , i� '-10" , 6 '-O" , 10'-O" � 6'-0" , 2� '-O" i �3'-10" 10'-2" 0137 MAIN STREET . UNIT C106 I POST OFFICE BOX 2711 I EDWARDS, COLORADO 81632 i i i i i i i i i 970 926 8960 F 970 926 8961 I I ' � i i i i i i i � � - - - - �-- - - - - - -�-- - - � - - - - -{- - - � - - - - - - - - - - -�-- - - - - - - - - - - - � - - - - � - - - - - - - - - - - - ;� I I I I - -_ � � � , , � , , � - -- _ I I I � I ° , � � � � � , , , � - i I I � � � � � � � , : - - - - - - - � - - - - - ' - - - - - - - - - - - - - - - - '�- r I fi � - - r - - - - - - - - - - � - - --r - - � - - - - - - - - - - - - -� � , � , � � � � i , , exisrir� � � � , � � - WALL ' � i I i�_ i i I a i i i O I � i - i I i � ISSUE/REVISION DATE NO. I ' r _ i i �� i � , N I . -� LC2FNEt2 OPENI rt� ARG� _ I L 4X4X1/ WITH . CORE AND SHELL PERMIT 5/15/00 3/4'm E AN510N � ' 4• 4" Aric AT 2'-0" STRUCTURAL 5/25100 � � '�� . , «+�d � - - - � . � , i ; � , � ,J' f�V I EXISTINCS � � ,-O• - '�� GONGRE'1'� WALL _ 1 - i = _ � - _�_ _ � TOP OF WALL REVISION 7/7/00 I I � i' i� I 'ry FULL PERMIT PACKAGE ��19�� I �� PHASE 1 AND PHASE II - I - - - - - - - - - - - - Y- -- , — — ` - - - - - - - - - - - - - --{� I ' ` I ' WIOX26 �2 i � � 8" GONGRETE WALL ON ' I � � '-O" WIDE X I '-O" FOOTING � I � � '. � 9 � V • � ' 6 i �, TOP OF FOOTIN6 = 'I2'-O'• �i EXI�i 17N6 SAWUlT � ¢1G � h110X26 �2 ,. ii �� .I p� REINFORGED WITH (�)-x5 AT � � �LI iN EXISTINb NDATIO �, i �,� I '-0", HORIZONTAL. pRILL - � I f WALL. RE� H I II IIII, � �� AND EPDXY HORIZONTAL BARS INTO EXISTING FOUNDATION � . - - —,, - — - — - � - — t — - - - — - — - — - — - - — - --VWCjif36- --_ ~ � . 1 r - - - - -WAL6 - - - — - — - — - — K i �-� .. � F' I � - i i I � • � -�� _b ,� ry , �� WIOX�6 2� � ,, � � TOP OF � '� � �_ OF'ENIN6 �1 - i i I i SANIGUT OPENING IN EXISTING 6 � WIOX26 �� FOUNDATION WALL, RE� ARGH. Q,+�.•�y�� O i - - - , � - - - - - - - - -�- - -� - - � ��_- - - - _- _ - - e�' - - - - , __ - -- exisrir�e• - - - - - - - � �^ � , � My - ---- - - I � � 64'-6 I �� i 2� GONGRETE . . , _ .� .fG � � IOJt26 - - ' -�- - - - - - - - - - -�- {""� - - -��'I �- - - - — - - - - -- TOPOF � - _ . • - i � - — - — - � � �� GOP�GRETE - � L 4X4X1/4 WITH m • � i i i i M , 3L4"m EXPANSION � � �� _ ." � „ (; WIOX26 �� - - ANGHORS AT 2'-0' � I� ��' �.D�� =_=- � -�- - - - 1- - - - - - - - ;_ �� - - = � t-� ' - _ - _ - _ - _ _ _ - _ _ _ _ - ��NAI �•� � � . - - —� � - _ �3 . .. �--11, � � i i � ' F' - :. I - - I �� O� �� NOTE� iVERIFY T P OF `, I WIOX26 2� � - - I I I � i � I ,� I EXISTI� GONG� _ � _ � WALL LEVATION PR�OR - -4 I/1" GONGRETE '� '� _. _� � 4X4XI/4 WITH : i i � TO STEEL FABRIGATION. �LAB ON I .OG2� i i - �Q �� _ � - � . - - - - ._ l . ,=J . T.�� Pd-. ��- W I OX26 �2 � � . _ I � �� . . � /4"m EXPAN510N (V � � � T—_ _ � ; , NGNORS AT 2 '-0" � - --�_ — - i �9 y i i � i -0��-;i-�� W.W.� I � i �v 6 i WbXI i � - � (V � i �� i . ISTIN6 i b��" �',[ I i , i OX26 � 53.1 I. ' � � . _ I� � VAIL ; � _ _ , _ _ ____ _ _ � , � � _ _ _ -_ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ - � ` � _ �— � � ��i e 5�i n _ _ I'� ! � wiox26 �s ` - 'i � v � 'r � � - � M NTAIN r �I ' T � ' � � � �� f� � � � �li E�'aTING �L - - WIOX26 22 i � /� � I � � � I , �"�., — � � � � � _.� — _ —� � Ex�Srir� ! � � � � �' � wfu.L , - �xie s'-o" ' _ ' 'v E � �— � , - - - - �� -j � - - - -�- ' - J- - - - -�- - - - - - - - - - - — - - - - � _ _ � _ � s• � x�.e or+ �i ' I - - - - � � wio� �� ' r�w �ric�-re m _ _ � _ _ �T - _ _ _ _ __ _ _ _ _ � _ _ _ _ _ _ _ �: _ _ _ _ - _ �� _ _ _ _ _ � E LODGE � lN1T x5 AT I '-O" EAGH Y (E3pTT i 107(�6 �� i I�W GO' SRE (r ---- NEL TAL REGK TO TTOM '' �I"" EX �� ING WI4 2 � WALL �, FLA 'OF EXISTIN6 WI � 2 BEAm / , (FIE �7 �' IFY BEAM Sp � IN6) � i TS 4X4XI/4 i � -' � RE, 3/51 .1 F ' � - TUBE STEE ! . � (� (Tl'PIGAU � � - -�—� ISTIN6 3 I/2"m � ^ � � WIOX26 �'4 ( 75 -b I H��\ � .�n„� P�� - , r� • ' �� EXPANSI N AND � 5 O ` � � � OW � � � GONGRE YVP.LL '� � �.�� , E�� L V�� RENOVATION � WIOX26 �� TOP OF GONG TE - W6XI I � tl �_4�� I FOUNDATION ELEVA710N = l '- � 5 �� (64'-b I/� ) � es� X OP OF ' , i � � '�\. - - - — — - — - � - — - W - X1SSI _ — h11G]X2G- — � - — - — - - - — - - - — — - — — — — - - — — C � ' � i EXISTING W X2� (64'-9') _ , . r � - �.--- - �-o i 5 � � _ 4 �� /1° I '� . \ _ � � 4 I/2" . - - �� WIOX26 �2 � � NOTE - GOORDINATE H 5�,� �� ; � � �, �� , P�, �.,,� � EAST MEADOW � I METAL �pEGK � ry n '�XISTING WAL . -�(?'� � � OR RE-LOGATE EXISTIN6 111 3 , �, REINFOfZGED WITH - x - i � . M ' , GOLUMNS IN MEGHANIGAL ,p . 6�-�.A�.q , � _ ��-� � � W�o�b �� M � DRIVE � , � W.W.F. - __ _ -- . . � " ' fV ,��= -- - — W - I i, ' i � � ' � ' � � � EXISTIN6 WALL - TOP OF � �� _ _-- � — - — - — - - - — — — - - — - — - — - - - - � — ' - —� - — - - — - — -� � -- ; � 6 '-4�� e �p �� -- �� f � VAIL , COLORAD � EXISTIN6 i i i i � � ' JOISTS 64'-O" � � / �10 � X Wb�(10 � �� m CTYPIGAU 8 - TOP OF � � � � / i � 8 • (V VARIES EXISTING WAL4 ;�� xa '. � RE� ARGH. � ,_4„ � WI�X2 � � 51.1 � 1� �B b' e ` �� m ° � CORE AND � l � �`��A wi��e ss ,� �' �� i � wexio 51.1 4, � � � ,. �� _i/�� / . / 4 0 , � � � , � � SHELL BUILDING 61 '-II ' WI2JQ6 20 / / 5 T� � ,Y, , . , F TING PERMIT (PHASE 1 r.orrc.r�rE wfu.� � � \ � i 9 � - - - 4'm STANDARD � P1� �P'GAu AND PHASE 2 ) . TOP OF FOI� IN6 = '-O' �;'O � VERIFY WI SITE � ; 14'-0" ' ufi� � iz �--� � 14 � T � CLl� B ,�� / � � � i� ,� i"� I N� i� � ,4N SGALE� I/H" = I '-O` NOTEt.a� I . O INDIGATES NA�IBER OF 3/4'm X 3" H.A.S. TO BE INSTALLED ON STEEL BEAM. PROVI�E EQUAL SPAGIN6 � �. (XX'-XX") INDIGATE� TOP OF STEEL BEAM ELEVATION. TOP OF BEAM ELEVATION = 63'-I 1/2". UNLE55 OTHERWISE NOTED. DRAWN BY ECW �� 3. � INDIGATES NEW GONGRETE SLAB AREA. CHK'D BY PDM � SHEET FILE H:WCADJOBS4t818 � ♦ GOPVRIGHT 7000 8� �AVIS PMTNERSFNP P C � NOTE- ELEVATIONS SHOW ON 5TTRUGTURAL 0 eJ GONSTRi1GTION �DOGUME T5. I O ATGH �EETnuMeER e�i 8 • ADD I '-4" TO ELEVATIONS GIVEN o C.URRENT SITE SURVEY ELEVATIONS /'� ■ /� § ` ` � §� D . P .A. PROJECT # - , i .✓ , b � _ � �' . . _ . . . . ._ _ . ,_ . _ . _ . . . . . , „ . . • -- . ., . .. � . . - � - - - - . . - - - - - - - - - - - _ . '� d - _� _. �. _ . . . - ; .. . . ' �. .. .. . 'y..��IQ , . . .. . .. : , . , . �. . � . . . . _b't`.�19 � . . f - �''l 41TL`.iS�SNR °� s '�'.�T�:'5:.1�;•.:� : lti .�`3.'7�i.�1►: `�.. �ld�1: �A.�fFi�i':4ffifx5e �`S7G'�.�liYl�- .tY6�1{�:` .� ?Qt .h:e`i ' .. . ... . .. . . . . . . . . , . _ . . _ . . . . . .. , .. . . . � .. _ . . . , _ . . . . _ . . _ _ . _ _ _ , . _ _ . . _ .. . _. .. . . . . . . . . .. . . . . _ ..." .7�t75y'y . . . . . , .. . . , . . , . .. . - . . _ . . .. .. �� '�" . . . . . . . . . � . _ ._ . , ., . . . . . ✓�-'r'�� . . . .. _ _ . _ . . . _ . . �r.Y`'�Y� . , , . '�V�j'xe.8i� : . �� i� . . .,� . .. �, . . . , - .- •�' 'Yc �4v . - - . • ... � . _� , . . .. . . . . _ , _ . . �'r °� • � . , / � ' . - � Archit ts � � � 8 � � 1 � 11 12 13 2301 BLAKE ST., STE . #100 OENVER, COLORADO 80205 � � 303.861 .8555 F.303.861 .3027 , , �O'-10 3/4" 4'-� ' � I � '- 10" ; b'-O" i 10'-O" � b'-O' i �� '-O" , 23'- 10" �O'-�" 0137 MAIN STREET . UNIT C106 I I i EDWARDS, COLORADO 81632 60'-O" NERIFY) � i • � i � i , i i � 970.926.8960 F.970.926.8961 TOP OF I EXISTING FOOTIN6 62'-0" � � � � TOP OF � � � � � � � � /� . - -` - - - - - - - - - - � _EXISTI FOOTIN6 - - - - - - - - - - - - - / ,, i � I I � - � - - �' - - - - � - - � - - - - - - - - - - "� - - - - - - - - - - - � - - - - � �` I � � � � I i � � I I . � � I � `� � 4" '' LL ' � �/ERIr� � ��_�_� _ � _ EXISTIN6 I I � I �-�� =� � FOOTING , � i � i � ' � �'�-_ _��__� STEP ISTIN6 � , �� 2 O" X 2'-0" X O'�10• I - � . EXISTING GONGRET� � �___'"� � F�OTING � , FOUNDATION WALL � � , ' , ILL 5" AND I I ' � _ EXISTING OXY Mb X �'$�' I � � ; 1 � T I '-O" INTO i i i i � ?�-0��_ ?'��_O'-10"� _. _ _ � 11 �,.( - - i - - FOOTING . — - - � L ��,,,�� — - — - — - — - J I . . �_I I/2' � � I - 6 � - - - - - - - - - - - � - - - - }� - - - - - - - - - - - - - il i i i i �i ToP oF � � � � � �'� 3'-e" I EXISTING SLAB I ; � 51 � I 0 �,_o� I END OF ' I ! I ' i � il � � - - - � - - - - - - - BOTTOM OF . O I EXISTING I . �1" � FOOTINEa � � � � � I � - - - - - - - - ^ - - 11 �'� � REINFORGED WITH K6 AT 8". � � � � 111 I I REMOVE EX�STINEa " I � HORIZONTAL (BOTTOM TO O � � I FOUNDATIO THIS N � � ' ELEVATION �64�-0•) fwD � ISSUE/REVISION DATE NO. AREA � � Mb AT I '-0" M10RIZONTAL 6 � I '-0" '0 . , b� �-O• � : � � ��, � 51.1 (ABOVE ELEVATION 64'-O") i fV i I �noM °F � �— i I /� Ar N �-o• ricp.L n CORE AND SHELL PERMIT 5/15/00 ExISTING WALL I i � . i � . �p i i . � I I DRILL 5" AND ' 2 �� x �,�, � STRUCTURAL 5/25/00 I j � � �,i I i � f,r i �-o" INTO 0 � ADDITIONAL PRINTING 7/7/00 - • i i - �� EXISTINb FOVNDATION i - i , i i 1 - --� - - - - - - - -- — — - - - - — �- - - - - - - � - - , _ wo�� - - - - - - - � - - - - �� - - - - - � � FULLPERMITPACKAGE �- - - - � 7/19/00 - , _— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L PHASE 1 AND PHASE II i ' � - - — - — — - ---- ' � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - — T — - - I i � I � �ouvEW or�rriros � � I '� - i � i i i RE� ARC�H AND I i I i I i �i SP.WGUT EXIST�NG MEGH IGAL EXISTIN6 � � FOUNDATION VpALL � FOOTIN6 I I EXISTING � �_8+ � �'� FOR NEW DodK i AND I FOpTIN6 � i i OPENIN6. RE� i PLAN i i i FOUNpATION i � AND � i '15'-6 I/�„ - - - - - - - - - - �+� - - - - � G - - �-NrE - - - - - - - - - K i — t - - - - � - - - - - t - - j� - - - - -}- - - }� - - - , I � ✓�f+�-L � I TOPOF I I I I I EXISTI N6 _ , � i i i i i i I I i � � � GRADE BEAM � ` I � I I � 4'-O" I- - - t ��. ' ', � REMOVE EXISTIN6 N i i i � GONGRETE W/V_L � i � � � � i � 6 � � � � - - - -- - - - -- - - - - - - -- -- - - - - - - -� - - � - - - - -�- - - � - - r�c�ulReD - - - - � I t -1 I - �FY� - - - - - - - N � �QONAIOM � i i . i i i i - - - 60'-O" t NERIF'r') � � � ' � FFOOTIN6 ISTIN6 ry 4 - — - — - — - — - — - — — T — - — - — - Tae� �usraab— � E —� �� EL�v!*r1�N _ =rs--� �L _ �- –�-- - — t — - — - –�– - — }� — - — - — - — - — i i -- - s�s,a-oN-�uve I � I I roP oF !� � � i � I � I � ' - EXISTING � • . + - - - - - - - - - - . - - - �- - - - - - -�- - - � - - - - -�- - - � - - - - - - - - - - - - - - - - - - - - - - � - � �� . aD. �`,�V,.= �R,�.� eEnr, ,^_ ` JS. — l G — _ I _ � I — — — �_�'� — - � �,., 1 w`r�;.�oti=��;.�� r - � � � � � � SAWGUT EXISTING I r — I � — i j —rI` \ � / 4� OF �,03J� �, � . I FOUNDATION WALL � � ( - � �0 �5�-6 I/2" v �"+�unau�N� '�, � I � � FOR NEW DOOR � � I I TOP OF - � � OPENING - � � EXISTING (V ' . 6'f -O" i ' I I RE� ARGH. �� i �,5,< i � i 51 .1 6RADE BEAM � ' , ' �ANGRETE SL.4� � � ��-0�� I 5 9R I I � I I SIMILAR � i i i i ry I I I � TOP OF EXISTIN6 � I 51.1 - � � � � � I TO MATGH I I �� B � �- - - � EX�STING MEGH VA I L - — - — - — - — - — - — - — - — - — � '. I i - - - - - i - - ,- - - - - �1 - - i - - - - - - - - - i i i - - - - - - - - - � � i - i r-- - � EXISTING '� .� � I � � i � GONGRETE , � � � � , � � SAWGUT EXISTIN6 � � � �-� ��-� � � P M O U NTA I N ' ; ' I I I FOUJDATION W/�.LL , I � � g � � I Q � I I Forz r�w voort i �N�� i � i 5� .� � � E 1 _ _ _ _ _ � _ _ _ � _ _ _ _ _ �_ _ � _ _ _ _ _ �_ _ � _ _ _ _ _ _ _ _ _ � _ _ �, _.�_ _ _ LODGE - � - - — - - - - - l- - - - - � - - - - - � - - � - - - - ` - - 1 - - - - - - - - - - m — � � - - - - - - - - - I �� - +�- - -- - � � � � - - -� E . i i i i i � REMOVE EX�571N6 I � � ( � b.. 6 ,� � (V I I i i I ��R�ED �LL I „ \ 4" � EXISTING POOL (VERIFY) � i � � � � i � i � WALL TO BE � DRILL 5" AND I � ��p I EPDXY M5 X 2'-O'� b'-8" b '-8" AT 1 '-O" INTO N '�� EXISTIN6 WALL �, EXPANSION AND � i i i i i i I I I DRILL 5" AND � � I ; ; NOTE- FIELD VERIFY ' �I �-0�p�JNDATION � RENOVATION EXISTIN6 SLAB-ON 3 � � � � � � I I f�RADE TH15 AREA _ i(��LL � - �Fl� - — - — - r r - - - - - - - - - � C i - - - - - - - - - - } - - - - � - - - - - --}- - �- � - - - - -}-' - - - - - - - - - - - I � I I "/�_�. � � 1 �\ � � ERX��N6 �GH I I I � EAST MEADOW � , � , , � , � � , � �-M ° . � � � � � I � � s.,y � � � � m � . � � i I, � ' RENbVE EXISTING I i I � i� 4 - ,D . , FOUNDATION WALL � � � �R 5�.� , ��-o�. , � , , � n DRIVE �.� - � � � � � � � � , � - r - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - – - - - - - - - - � - - -- — `– - - , – - - - - -� – — - - - - t- - - - - _ _ _ – - - - - - - - - �! – , - � - - - - - - - - - � .� � si.i r � G — — — — — — — — — — — — — —I � —J � / ' � ' ' VAIL , COLORAD � . � 111 � I � _� - T - - J / � � DRILL 5' AND EPDXY � I I I / +�5 X 2'-0' AT i '-O" � DRILL 5'AND EPDXY I � NTO EXISTING WALL �►b X �'-b' : AT I '-0' 6 I � � r' - - ^1Q 0 INTO EXISTIN6 l � � � � . � FOUNDATION \ � � � � � .� - �-� � � , , ; m CORE AND � ` _ _ J � Qy Q � � — - - J � ' SHELL BUILDING >. � , ,� m �' S1�' �'� PERMIT (PHASE 1 . � , �_65,8° AND PHASE 2 ) 4'-II 14'-0" 4'-II � � � OUND ,4T101�1 / LOI,U � i� L � � EL fi L � l�l N s�..L�. ve,. = i ,-a• ORAWN BY ECW CHK'D BY PDM N07'E- ELEVATIONS SHOW ON 57TRUGTURAL SHEET FILE H :IACADJOBS14818 PLANS ARE TAKEN FROM ORI6INAL � GONSTRUGTION DOGU�IPNTS. TO MATGH ,_, GURRENT SITE SUIZVEY ELEVATIONS COPVR�GHT :pppOVOAVISPqRTNER$HRPC ADD I '-4' TO ELEYATIONS 61VEN � sMEE- Nur.re�a c � � S2 . 1 .,. . �� D . P.A. PROJECT # �1 �' �� ^ , i , i � i � , � � EXISTINb FOUNDATIpN � � I `� L� � � � I `1 O T � � . WALL AND FOOTIN6 DRILL 5' AND � ' ` EPDXY �-✓ X i . I AT I '-0" INTO _ T I '-0 . 1 . LIVE LOMS USED IN DESIp4• Mb AT I '-O' EXISTIN6 FOUNDATION KS AT I '-O" Q � A . ROOi (GREATER ilIAN SI72 SLOPE) !0 PSF � � ^T � '-°° ' , - � Archit ts ROOF (� /12 SLOPE NO LE55) 7p0 PSF B . TWIGL ROOR (RES �DENTiA�) b PSf • O � Kb X m c . rnirx noa+ (OhYERCI�L . RESTAURANTS . ETC . ) ioo asv x6 x GONTINUOU5 GONrINU0U5 . AT I '-O" 1 �_4" o . rnirx v�oa+ (o� ir mmioarts) �ao rsr • WATERSTOP � (ALTERNATE . RE � ARLH. � a LEG) E . Wt1D � •' ° • � PL I '_O" � PLAN 7 . 9A$ IC WIlO SPEm lOIPN ' 2 . c�wosaee a , 2301 BLAKE ST. . STE. #100 F . �e�e�awcE za[ i ° • +�5 AT I '-O " �� KE,��.�, DENVER, COLORADO 80205 • � RE PLAN 303.861 .8555 F. 303,861 .3027 G . llYE lWD4 Mtf REDIICm CER CODE !F APP� ICAB�E . � � '� 2 . 7EST IIYn` � � " • A . CONiRACTOR SHALL FURN191 Ot PItO'JIDE COORDINATIQI FOR TESTING AS REOUIRED ': 0137 MAIN STREET . UNIT C106 � i C3)-+5 X GONTIt�410U5 POST OFFICE BOX 2711 AT I '-0^ � x '�� •' I 9 0 926.8960 � 970.9 6 896632 BV TIE PROJEC7 SPECIFIGT1015 . 7ryE TESTING PRpqtAY 9iALL BE COOND �NA7ID wirn 1HE iROJECT 01rER . MIG� ITECT MD 5TM1CllIiAL ENGINEER . �7 X J . FOlN1ATIQt3 2 -�� I _O• � a a . . a 'fl A. W% IWN SOIL OESICH PRESSUtE 3000 PSF O , • y � B . CONTRKTOR TO fOLLOW ALL RECOI�EWATIp15 IM SOILS RFPptT M0 . 73p76A ! CO E10 d • BY CXp AIO AS50CIATES . � e C . �LL �OOTING BENtINC ELEV�TIONS 9qM� MtE ASSU4D . E7fACT BEIR �MC ELEVATIp15 �� '4N MS AT I �-0" � d �� eE vo+ �rim IN TNE FIELD win� �CTwu cpoirip�s er cartRic7a+ win+ TOP AND V N5 AT B" IPPROVAL OF $OILS FTYiiNEER NO ALl B01Td1 Of FOOTIMGS 91ALL BE A 41N114111 Oi •B' BELOw E%TERIOR ptADE . BOTTOM yyq7p{ZcfTpp (MID-HEIGHT) RE� ARGH. �TERPR.00XSN7ING D . �LL FOOTINOS N!E 70 BE PLACFD q1 FIRY. U/0147URBm . NAlUpAL SOIL OR iROPERLY � ' A�H. �/ � C T I O I �l I CpPAC7m 9/�(FILL , IPPROVm BY TIE 901L5 FlCINEER . BAdCFILL 9ULL BE COIPACTEp TO 95� (YINIWY) IOplf' Im PIIpCTpt DENSITY Ppl ASTY D7557 tNLESS � a 01HERWiSE RECO�E11�Om IM THE SpILS REPQtT , IF SOFT �OTS ARE flICQMTERRm - , a . a • REIO�E SOII NO RECpPMT wirn �vvRwm FILL . (RE SOIL REPdtT Fdt (� ' ° • � a ' • ° 3/4' = I '-O� DESCRiPTIOI Oi BE�W �NC SOII . ) T • . � • a + � E . ND BICKFIL� ING SIAIL BE PLACm AOAINST BASt1p7T HILLLS U(TIL TME LOrOi LEVEL . O7 m ' a a f FLOOI MO WIN LEVEL FLOpt ARE IN P�E IIO pp�ptLY ANf,7qtm . Cd�CRETE � SLABS ST7ALL BE PRaPE7tLY CURED . ' U F . CQITER ALL f00T INOS UOEA W1LL5 . COLWIS OR fR ID L INES UIILE45 OTMCRM'I!E earm an vurs . � ,-p„ 8• WATERF�R.00F�NG 8• ,4• NOTE- AT SIMILAR p . CONiRACTd1 TO PitOVIDE . AT HIS EXPOKE , FIELD DQISIiY TESTS W COPACIED FILL TO MATGH EXISTING EXISTING FOOTIN6 UOEA E�TII�i AIB (IIT€AI� �3 =BI °QIADE . A YINIWI pf � R�PR��MTATIV€ THREE . RE� ARGH. WAL_L TO BE TESTS 9Nll BE TAltp FOR EACH F0071NG MO SL�B O� .fR�OE . 51DE5 REMOVED N . NOTIFY $OILS ENOINEER WIET/ ExCAVATIR! IS C0IPLETED 50 7NAT C01qITIqK WY BE }}�� I � � INSPECTm I+RIp! TO PLACOENT OF M1Y FILL OR CONCRETE . S y� C I � OI `{ L/ s . CGNCRE7E 3/4' = I '-0" �. �LL CAST - IN -P�ACE CONtltE'T[ 9XALL BE IMDE WI1H 7WE I / I I P�tTI.MD C(�pR . gfp1E AOWEGATE MO 91/ALL SATISiY 7ME FOLLUIINC REQ11RE1EHTS pRILL 5' AND EPDXY CONCMETE iTEY F'C YI% TTPE 1M7I W/C RA710 f AIR REO . �5 AT I '-4" EXISTIN6 FOUNDATION EXISTD�N�G FOO�N(� TO � WALL AND FOOTING � � F'OOTiHCS , vWM�7 �On �wLLS • AT MID-HEI6HT � i wo sues a ca�oc �000 o. � sTO o.so e + /2 ( . / - i � /ss) was w �TK oc« ssoo a. � sm O .so - - - ' EXISTIN6 GONGRETE � � �/1N /� rzE, pLAN ISSUElREVISION DATE NO. E�ncx �aA CGMCNE7E �000 o. t o . r0 e t /2 ( . /- t t /2s) SLAB-0N-GRADE TO MATG . _ 'S/ I +�5 AT 8' B . SLABS . FOOTINOS , Nq W1L14 SMALL N0T MAVE JO�tR4 iN A MOR1201TK P�N1E . M!Y RE�I� REPLACE EXISTING r�Y AT MID-HEI6HT CORE AND SHELL PERMIT � 5/15/00 STOP IN CpCRETE 1�qRK WST BE 14DE A7 TIIRD POINT OF SPAM MITM VptTICAL \ BULq1EAD4 N� NORIZOMTAL 9�EM KEYS UIIlE55 OTIERNISE 41qW1 . AlL \ � STRUCTURAL 5/25/00 COISTRUCT171 ,pIMT$ SNA�L BE AS DETA1lED d! ti5 REVIEMED BY TNE ENDINEER . J �/ C . ALL CONL7iETE WpiK ND FEINFORCE]��T pETAILiNC SHALL BE IN �OCORpI11�£ WiTH � �'� ^ � - ACI BUILDINC pODE 31E U�EST EDITICN . UILE55 IIOTm 0711ERWISE . U5E STNOAFD RE� PLAN \ 110(1f5 FON OOMELS UNLE55 0'MERWISE NOTID . ALL E7�OSED EDGES OF Cp1LRE7E +s x � r d� O . . . '� pETAIL REVISION 7/7l00 � � FULL PERMIT PACKAGE 7/� g/00 ' Yatic sul.l w�vE 3/s �tCM puYFtR . �� AN AT I '-0" � PHASE 1 AND PHASE II i 5 . RE INFOtftpplT: � . ' . �n A . /wL REINFORCIpp 97/�L !E N1471 - $TREN67H DEFpU� BN�S COIiGF!/ ING Tp �STY � . A l/5 , fRADE 60 ExCm7 TIES . 57i1tlKA5 MO PUTE NIQ10R5 N11101 51/ALL BE � Q � a EPDXY MS X I '-4" � e • J -1 OEftll1ED BARS . ilStY DESIpNT �011 M75 . QlADE b CR I�STI A 706 ptApE E0 . � Q DRILL 4" AND � W B . MELDm WIRE FABRIC 91ALL CCNfORY 70 A4T4 AtlS RtAOE !S ND 9/ALL BE LMPED INTO EXISTIN6 OIE NlL IE9� �T SIDE Np pD SPLICES NO WIRm TOGEl11ER . �qg WATERPROOFING C . RE �N�OnCE�OrT vNOiECi �Ok 2X3 KEYWAY TO MATGH � �'0• t . CO�utETE rawm �Wiusr ENen� �' EXISTINEa. (�)-x5 X Y . Cd/CAE7E PouNm �M FaR�6 (E7�06m ro vEAn4F qt E.Wn�) 2' C�)-+�5 X »b AT I '-O" � a • (TYPIG�4L) RE� ARGH. GONTINJOl1r.� � 7 . wes wo w��s (wT [�osm ro runrm) 3/s' GONTIhe.JOl1� D . REINFqtCOpiT VLACEIENT MO TOLERANCES 9ULl BE IN AOCptOMICE WIA1 (�" S E C T f ON 2 SECTIONS 7 . 5 . 7 . 6 ND 7 . 7 OF ACI 31l , LATEST mIt10N . • � E . ND lPLICES OF REIMFOtCp,QlT 9ULL eE WDE E%CEPT AS DETAILm pt AUT7ptIZm � e 3/4� = � '-D� BY T/1E SiRUCNtAL ENCINEQ . LM 9PLICES . MNERE PERYITfm . ¢iA(,L BE A YINIIW k5 AT 1 '_b ° Q - i OF /a BAR DIIIETERS FOt �6 BARS A!D SiMLLEA NO Sf1ALL BE A YINIWI O� !0 BM DIAIEtFRS FQt /7 MO /E REINfplCOOIT llLLE55 OTMERMIlE NOTED . YN(E �LL � � X-� ry _' BAit4 CONTINIOUS ARdJ10 CtlSiERS . ° I /� fl �: f . VL�CE TMD A (PER !' TIIC101E55) win+ s' -o ww,action w�a�ro w� �a+ iMCS IN Mb X 1()` a • � � � 1 I O � I � � CONCRETE YMLlS , SLABS , NO CEAYS . AL90 PROVIDE TO J!i x s' -0 DIACONALIY AT JAT I '-0' • I �t �ap,�� (t. EI.CN COWfR . (ATERNATE 3/4' = I '-0' ��y ,.w.p, e . sraucn�w sree� s x 4 LEcsJ , . , 4'Q� . � o 1 A. ALL STAUCTURAL STEEL 91ALL CONi'dW TO /5711 A36 E%CFPT PIPE COLUYIS MIId1 AT I �-Fl° ry RE� f�G� • • •i� - 91ALL CPiF01tll 70 ISTI A53 NO Ti1BE C9LUN5 TO ASTY AS00 . ORADE B . LATEST �AL'�ERN'4'f� LEG� �. mI71CN4 . STEEL ADPLIEp W1' iRWIDE 15111 AS72 . GF�DE SO AT HIS OPTION . ' 4�� Y19CELLANEOUS EIBEOOm iTEl6 9fALL BE �J6 57FEL . RE� PLAN � �a �S AT B� ,� � � �� pL� g• AT MID-HEIGHT 1�9, 7 � � B . ALL SiRUC7WAL 801.75 SNA�L 8E A329i INSTKLm TO A YINIIW 4ilp TIpIT � ' �"w, � � � F � COIID 17101 . ALL ANCNO! BOLTS 97ALL Ca1fRtl1 70 IISTY A707 UMLESS 110TFD �JC3 KEYWAY $• �''j��hSy�O E.0 • C . S�AUC1UtAL STEEL SNALL BE OETAILEp Np FABIlICATED IN ACL�RpANCE WITN T1E � + r OTIERNIPRO'VISIOMS OF A19C tiMUAL Of 57EEL C0137AUCT �01 . ' �PIGALJ . � EXI5TIN6 GONGRE7E •<�" F' � K• Q�P� FOUNDATION WP.I_L 4• q+ f%,,�F �.;�a�~ NERIFY BOTTOM ELEVATION �n��a�FN D . un�Ess on�EnwiSE wrEn , u5E ST»owro rr+rED BEw CarNECriws wrn+ srtE� � a . ' • a � AND GONDITION NER�F IFY) CE EXISTIN6 GONGRETE 9p�T$ Ppi AISC 'YMUAL Of STEEI CW5IRUCTIQI' T18LE II -A �/ITi ill7S -N BOlTS W ' ° � • Q • • a • e . • • EXISTI1Jf$ GON(.RETE $Lf.B ON �JFjpATION NIALL MELDm EOUIVALpIT . SELECT CQNECTiON 70 SUPPptT E07t TiE TO7AL W IFORII IOAD O � CIPACITY FQ! EICN CIVEM BEM/ MO SPAN Fpt NOi -COPOSITE 1E16Qt5 . f01 _ • ' cowosirc �►eo+s ca�cr �as . �cr �as swu� svavaer �ss ov n� ' " " " 6RADE AS REQUIRED TOTAL CAPACITY FOR EACN BVY NO SPAM U1LE55 OT/ERWISE /qTm . STEEL - (2)-%5 X 'm SIFPLIER INV SL�117 ALTpiW17E CONECTICN DETAlLS ACCOFN1Im BY m ° ' �A�� ExISTINff9 X�N i �WUTI015 S7MPm B� TI/E REGISTERm PROfES51O1A1 ENCINEER RESPdK18LE V C�R�`DE � fOR TNE COINEC7 i0N DES ION �Ot ENG INEER 'S REV IEW. U �)-� x V A I L E . ALL YELDERS 9/ALL XAV[ EVIDf710E OF PARSINC THE IlE1tICAN IEIDINC 90CIET' ' 1'4� �`�f4T�R��FI� �.�NTII�JaI�j STNOMD qJ11LIFICAT1015 TESTS tiS QITLINm iH �r5 -ot . t . TO MATGH EXISTINb F . YINIIW MELDS TO BE PEII A19C �T�LE J2 . t BUT IqT LESS iNAN J /1!' CQITIN10U4 RE� ARGH. FILLET U1LE55 07NERN'ISE lqTm . } � , X 2'-O° AT � �-O° M NTA I N S � C T f ON 9 � � � � � O� I � ��LL 5" AND � INTO BOTTOM EXI5TIN6 O t ' o . n�c remiMaocr 'cart �Mias• �s arwTin . vawioe nrt �cESSinr doiNr EPOxr K6 x �'-0' 2" DRYPAGK WALL OR FoOTING � n � DET� iLS TO nLLdY FGN BUitDiNG YOVL�ORS. COORD �NAiE LOCA7 �pN5 win� I V AT 1 '-0' INTO � � Mfl11TECTl1AL CON1ROl MO E7�A1/4101 .IOIpTS . i � � n . v�ov �DC rppoftNer eieNC �qG wo rnECaurias xECESS�rtr ro win+5rNO K� 'J/4' = I '-0" 3/4' = I '-0' BOTTOM EXISTIN6 �rt INALL OR FOOTIN6 i 2" DRYPAGK � cOnS�rrtuCTipr �vo /ar+ winD �aDS u�ra wi � iELD CO►�ECripK ME COP�E7ED � " - - - - - - - - - - - - - - - - EXISTING FOUNDATIDN MD PE714WENT LATERK 51'$TEMS NO DEp�S MtE IN PIK;E . BEYOND AND REMO�/E� LODG E i . STEE� FABRICA7pt 9HALL NOT RECEIVE AODi7ip1AL CpPEN5A7lp1 fOR 9qP �� AN (JJ-xb X GONTINJOUr PRC7TR11D�NG 51DE ptAWINC T11[ fQt AN1' REVISIO6 Tp ptECTlpI pRAWINCS Npl i'di ANY REVISIQ/S �RE EXISTIhI(7 - '� TO PIECE DIIAWINGS Pltlqt TO ENG �NEER'S MPROVK OF ERECTIpI dtAWI1q5 . � 2)-�b X GONTIWIOU�� . 7 . IETAL DEdc: • ' � - - - - - - - - - - - � - � � I I A . lMLE55 OTIERN'ISE NOTED , DEQ( 9/ALL BE 110P -PAINTEU STEEL , SMALL BE OF TK e t'bT� I I TYPECAIIm fOR OM TIE FR�M�NG PLNI$ MD $HA(,L BE WI/71M10U5 1WERE POSSIBLE . = -� s - � 1 . GONFIRM THAT EX�STING • L _ - J B . DECK �NC SHALL BE INSTA��[p MO AL� �QIINOS IN DEp( Q1T NO RE �NFtltCm iN � ' WALL 15 DOWELED INTO EXPANSION AND EXISTIN6 STAIR TOV�R ACCORO/++CE Wln� wwufACTUrtER'S 5iwoMD DETAILS �vO �ECIi' ICATIO6 ExCEPi • < FOOTING BEYOND AtJ� ("w1-L ON GRID L PRIOR M(� AT I '-O" UR � �5 ornErtwiSE tqTm . (�)-K5 X TO EXGAVATING C . MELDINC REOUIREYOITS 91AL� 8E AS FOLLOMS UILESS OiMERNISE ND7m QI � (�QN'f�IiJQU''j VERIFY , �. ort�MnKts . �. MUD SLAB EXISTIN6 SLAB �(j AT 1 �_0�� RENOVATION 7 . ATT/�[71 ROOF DEpc TO A1PPOtT BEN6 , STEEL .ioim a+ PurES win� s/e• ' PlOOIE MElDS AT 6� . Kb AT I '-0" PS REQUIRED AFTER NEW 4 . LdWITIAINAL ,qINTS BETNEEN IDJACEXT RpOF DECK UNITS SMKL BE MEIDm " WALL IN PLAGE Ppt AlW1FAC11,Rm RECOI�EIOATIOiS AT 1 LOCAT101 (SIDE LAPS) PFR SPM1 . � . �rr�cn aooF oea TO BE+WS d! PLATES PMfN,IEL TO DEQ( WIM S/0� ST�L BEAM yw,��pRppp�� ' 3. DRILL 5" AND EPOxY DIAIE7ER PlOOLE MElDS AT tY' - #2E� PLAN 1-lORIZONTAL REINF02GING a . I,T7Mif FLOOR OEdc TO EAfil FIO SI1PPtlt7 �T � 2 i�aes .�+o ro uw � '-O" TO MATGH EXISTING e iN7ER1EDIATE AiPRt7 AT SIDE LMS PLUS q1E nrr[t+�u ��rE voiHr wirn s/e' �4 X O � � � A�H� INTO EXISTIN6 WP.I_L � x '� o �,�T� �E MELD PROVIpE Y[�0 1w9iER5 ASEREQIIRED . i GONNEGTION PLATE ' EAST MEADOW S . LONC �7WINAL JDINTS BETtEQ1 /�OJACp7 FLOOR DEq( 1N1T5 9UlL BE AT I '-b° � I AT I '-0" FA$TENNm 1DQETIER AT ]a ' yA7( IWY y9ACIN6 WI1H 5 /E' DIIIETEA R10DlE (V TFIIGKNE55 TO �� T� � (/{L7�rJA7E LE(�� NELDS , iA57EN FLOOR DECK TO PMtALLEL �ro PEn �rcrot e¢�a5 �T 2�' . MATGH BEAM l^�B � x �D V'1/tTERST�P 6 . HEADW MIG110t 571A5 91A�L BE MELDm D IRECTLY TO S7EEL BEN6 nRQXTI DEdc . e• AT I '-p f11L �' A�~ RE� PLAN DRIVE 15 AT I '-O• 3/4'' X 10' X I '-4" �,-0„ . li REINFORGING EMBED PLATE WITH e . � ioR acE m�wiHa PLAN • (6)-3/4"m X 5" �, RE� SEGTION I/51 .1 H.AS. AT b°, EAGH V�IAY � . LION7 -Mp[ 1ETAL FRIYING SIALL BE TME SIZE ND 6AGE SFq1W OI 71� ORAwINC3 . � �'-(j" a �I��il�� B . FRNIIN6 ROLLm iROM STEEI t8 GAGE NO LIOHTFA SMALL CdFORM TO A57Y AS70 . (� �� AN RE � SEGTION 4/51 .1 , �5 X T a uresr miTiw . wirn � riniwr rie�o rne[ss or a3 .000 vsi . � e � � c . rxwiirq na�m rxor sreu �e cwz wo Nuvim swLL� canrartr ro tisn tis�o . AT I '-O" fV � . . • , a - .._ ° � VAIL , COLORAD U�EST mlTlp/ . W�T/ A YINIIW YIELD 57RE55 OF 50 .000 PSI . CAL-TERNATE , � � D . ALL MORIC 91M.L CON�d1Y WI7N TNE REC00lIIZED STNOMDS MO CmES FOI LIpR �, � � �.w �w�� . 4 . ` a � a - U a . na -swir� aeaT: 4 . ' p . jh a • • A. NON -9qIKK GAQ1T SXALL BE PROVIDED: i 1 . BETIEEN COLUf1 BASES NO CpiCRE7E AIPPLR75 . � �.T � /\ �� 2 . BETIEFN BEN6 pt BEAY BEAR ING PLA7E5 MD CONCRE7E . � a 1 U 6' B' I '-10" /.� J . dldJ7 SNALL BE CqPIETE RtIOR TO ADDING BUILDIND LOADS 1BME . VORE AND U 6 e SHELL BUILDING , ,o . � -��w ��n �, �. �, � � A . ELOIOITS SUCH AS NOf1 -BEARIHC PMTITIp15 , ETC . ATTACIIm TO NO/Q SIAPQlTm BY 7ME 3TRUClUtE SNALL TAKE INTO IGL'dR(T DEFLECTIOIS NO OtHER STRUCTURAL NDVEIETITS . � B . fIME PR01'ECTIpI FOR ALL 51ilUC7WAL VMiTS S�ALL BE PROVIDm MO 9ULL IEE7 S � CT i oN 8 S � CT I oN � SE CT I ON 3 PERMIT ( PHASE- 1 ALl C�E REQ11RflE11T5 Fpt TNE 7YPE OF QONSIRUCTIp1 ST[Glflm BY T11E Mtp� iTECTURAL DRAMIlIGS. STRUC111RAL STEEL IE16ER5 941L1 BE CONS IDERm u�tesrn� irrcu u�E35 on�[xwis[ MO'rm . ' . 3/4" = I '-0' 3/4' = I '-0' 3/4' = I '-0' " °°�� AND PHASE 2 ) A. ENOINEER�S ACCEPTMICE Y15T BE SEQ1Rm FOit ALL 57NUCTUTAL 5765TIMIp15 . � e. v�rtirr K� avEnincs nrtaia v�aarts . aoor ao vw��s w�ni �nw� icw �vo ELECTRICAL C017StACTORS . VfltIiICAT10N OF LOC�7IQ15 , SIZES . LINTELS . A!O REpUIFm CdNECTId/S ARE Cd1RAC7pt'S COIPLETE RESPONSIBIl1TY . C . PRlpt 70 iNSTN.U71p/ OF IECHANICAI MO ELECTRICAL EQ/ 1VIElIT pt OT11Q ITEl4 TO BE ATT�ICNED TO TNE S71LL1CilRE , FNCINEER'S I➢P'ROVAL Oi CdIIECTitl15 ' � '� MO SIFPORTS S1YLLL BE OBTAINED . U/LESS SPECIFICALLY DET� IIm d/ . NtCNI7ECi111tAL MD STAUC7URAl DRAWIN65 , RESPECTIVE SlBC0/111PACTdt , SHAtL itNNISN ALl MMICERS , CONECTIp15 , E�C . . REOU �Rm i'dt INSTKLATIOi OP NIS ITENS , o . vrtwioe �u oe[oom i*t�s ih smuenaee ws wrm a �wiT[e�uxK . . IECJUNIICAL . ELEC7RICAL . MO STAUC7111AL ORAN'INGS . Y19CELLMIEOUS 6BEDDm ITEl1$ AnD I/IOipl BOLTS 91ALL BE FWM19iED BY STEEL AiPLIEA ND INSTALLm B7 COICRETE COITRACTat . 37EE� 941L1 NI� ILL A57M �J6 . E . PROVIOE MPlIALT1C WSTIC -COATINO pl ALL 5TEEL EMPOSFD T6 TIE EM711 . F . 9UBYIT 5lIOP iYp EAECTIOI dtAWINOS TO EJIGINEER FCR REVIEN OF AlL CO/CRETE REINFOItCINC , $TAUCTUtAL STEEL . ND 1ETK DEpC . 1NE 1MMlFACTUtING OR ' FABRICAT10/ pF ANY It(16 PRIQt TO 1Y21TTQ1 REVIE/ Oi 91� ptAWINGS WILL BE Q17IREL� AT TH[ R14( 0� TNE CdlTRACTpt . C . W17EI8ROO� IMG. VAPdt BIWRIERS � MTERSTCP . E7C . . 91ALL BE /S SW011W p1 iNE ARCI� I7ECIUML OItAMINGS MO A5 IIOIGTED IN 7N[ SVECIFICA7IW$ . ' H . ALL W50lNY AIO STp1E VEIIEERS S11ALL BE ATT�pIm TO INTER Ipt MD EMFA IOR MNLLS AS 59ECIFIm IN $ECTIpK 1{0.7 .E . � .2 NO 1 {03 .0 .{ .J OF 7TIE INIFOIMI BUIIDING OODE . I . ALL DIAE1151p15 ON 57RUCTURAL ORAWINGS 4W.L BE O�ptm ACAINST iiElD DRAWN BY ECW � MiO11TEC1URAL DIlAWINGS . J. CON7RAClOR 91ALL VOtIFY ALL tiSS1�� E7fI5Tllq Cq01T1p/5. li CqOITIpIS ARE o "`R� � �� , � I� � ,� CHK'DBY PDM � � SHEET FILE H:�ACADJOBS14818 } " � COPVRIGHT 7000 BY OAVIS PARTNERSHIP P C 3 • o SHEETNUMBER G • : § � S1 . 1 � �� D .P .A. PROJECT # �g � .� I � � � _, GENERAL NOTES : 1 tA 2 2A � � � 6� 7 7A 8 8A 9 10 11 12 13 � i � � � i � � r i � � � i � 1 HOUR FIRE SEPARATION � � � ' �� , I I I I � � � � � � � � � � � � � 2 HOUR FIRE SEPARATION ' � � I I I I I � I I I � I I • I I � � , � ' • - � Archit ts , 7'-6" I 8'-6" 9'-4' 11 '-9 1 /4' 20'- 10 3/4' 20'- 11 1 /4' 20'- 11 1 �4" 20'- 10 3�4' 9'-2' iB'- 10' 10'-0" 6'-0� 22'-0' 23'- 10� 10'-2' "O�"'�1°�"""'r 3 HOUR FIRE SEPARATION , i I I I I I I I I � I I I I I i � EXIT SIGN � I � N - -- ---- - - - -I - _ - - - - - � - - - � - - - - - - - - - - � - - - - }— - � - - � 2301 BLAKE ST.� STE. #100 I � I DENVER, COLORAD080205 I 303.861 .8555 F.303.661 .3027 I I I I I I I I I I I I I I I � � 0137 MAIN STREET . UNIT C106 o ( o EDWARDS CO ORADO 81632 � I I � 970.926.8960 F.970.926.6981 I I I I I I I ' I I I I I � I I I I I I i I � O M - - - - ( - - - - - - - - - � - - - � - - - - - - - 23'-0' - - - - - - - - � - � - - M �� ' o' s' o" �' o' t I I I I I I I I � � I I I I � � � � I I I I .. � I ° I I I I I I I I I I� � I �� ^ I I I ° � � � �� N I <� II � ,I I ' I �i � - - -L - - - - - - - _ ' _ BEDROOM o N � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , r - -{= �_ _� - - -�_— � - - - � � • I�I - - - I I I I T I � � I I � � �, � a, N I i I I � — - - � I � I I I I � I I I � I , •_e• I _ � r - � r - - - -I r - I L - - � - - _ - - - � _ —� _- - - -�-_ �— - - - L o, o, a Q 2a o3 Q s s � O�n s $A Q o, o „ 12 13 GENERAL NOTES : . T 1 , 1 � f � ! ' ' , � i I I I I I I I � i � � � � � � � � � � � 1 HOUR FIRE SEPARATION I� � II I � I I I I � � I � I I I � i � � i i � u � n � 2 HOUR FIRE SEPARATION ' I � � I I i * I 7'_6• g�_g• I g�_4• 11 '-9 1/4' 20'-10 3/4' 20'- it 1 /4' 20'-11 1 /4' 20'- 10 3/4' 9'-2� 18'- 10� 10'-0" 6'-0' 22'-0' 23'- 10� 10'-2• � . � Archit ls i � I i , �xi�uir.m�m�m� 3 NOUR F IRE SE °4RATION ' I I � i I � � I � � � I i I : I � � EXIT SIGN N - - - - -j - __�._. - - - - - � - - - � - - � - . - - - - - - - � - - - � - �- - - - -� I � 2301 BLAKE ST., STE. #100 I � � I I I I I I I I i � � � � I I i s 3 eG1 &55�5 F.30R3 861 3027 I � o ' � POST OFFICE BOX p7jNiT C106 �r � I ( I I I Y EDWARDS, COLORADO 81632 I ' I I I I - � I � I I � 970.926.8960 F.970.926.8�7 � { I l I I — � I M - - - - - - - - - - - - - - - - - - - - - - - - - +-- - - - M � � I I � � � � � I � � I I I I • I I I I I � � I I I I I r- � '�° - I - - - - - I � I I I � � I I I ' i i` � � � � y�� _� � I I I ° ° I I � I I I I I I I � i � ,^, I � N . � DEMO WALL � ',. �- a,f c� � FURRING ' �� -C. 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BRD. i �- - ---1' � I I I ( , _ _� � �� ; 7 I i, �� F�usr+ ro a�Pes � Y BALCONY BALCONY BALCONY I ° � �� j;� �� ' �� , � � � i � g�pgpp M 31 ��' w ; � ISSUE/REVISION DATE NO. o � � �-, . : . ��i� � � .- - �� ROOM I � � I, �� + : � � � ', o ' � ( I - - - �- - �i s+o � ' CORE AND SHELL PERMIT S/ iS/00 1 i (� eeo� � e ►� n eEOROO►� i I� a�' I � I Ew a� � � � (� ... �• � I I I � L� � -+ � - �- -�O - � - ,- - - - , - - -- - "�= a-'=� i --, - - _ � Si � - -- - — - -- - - -r- - - -- - -- - - O FULL PHASE I k II PERMIT SET 07/20/00 2 K — � � � I I —J ! 3 � ��— � i — I �ir ' ' ° - STAIRS � � � � � I'= � � - � - - `- I i � ! � i� I� BEDR001A � � ��A �- 4 � { �� / �v � II � , �, C - Y � t� � � II I � I � I ( - - � . Ae,os�• i ` , � 'i A • � . 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KEY PLAN THIRD FLOOR � LIFE SAFETY PLANS DRAWN BY JEO � CHK 'D BY SHEET FILE A3 - S. DWG . COPYRIGNT Y000 BY OAVIS PARTNERSXIP P.C. SHEET NUMBER: � THIRD FLOOR LIFE SAFETY PLAN A2 - , fP � LS P - 5 LSP5 1 / 8 .� _ � � - � � 4 � 8 � D.P.A. PROJECT # 0022000 ., GENERAL NOTES : � lA � 2A 3 O4 5 6 7 7A 8 8A Q9 10 11 12 13 — � — � —� � HouR �� E sEFaRCTioN � � � , I I I � � I i � � � � � � � � 2 HOUR FIRE SEPARA710N I , ' I - � ' • - � Archit ts � � ! � � � � � � � � ^ 3 HOUR FIRE SEP4RATION i i � 7'-6' S'-6' 9'-4' 11 '-9 1 /4' 20'-10 3/�' 20'-11 1 /4' 20'- 11 1 /4' 20'- 10 J/4' 9'-2' 18'-10' 10'-0' 6'-0' 22'-0' 23'- 10' 10'-Y I'� � EXIT SIGN ' ' I i I � � � I I I I � � : I 2301 BLAKE ST., STE. #100 -- - — - - - �— - -- - -1--- Y-- -- - - - --- - - - I -- — �-- - - -- — — — — . — --- I — N DEM/ER, COLORAD080205 � - — — - -- - I 303.861 .8555F.303.861 .3027 , 0137 MAIN STREET . UNIT C106 I POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 970.926.8980 F.970.926.8961 o � .�r I < - I I I I I ! 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CONSULTANT NAME CONSULTANT CITY ' � I ) n � 'k - -- - - - --- -- -- . -- — ��--- � -- -- - + -- —+ � — •- — I3.- I L ISSUE/REVISION DATE NO. � i � i ' i � � � � � � �-- � � � � � I � C� � � � I � I , �-- � ; --� I I CORE AND SHELL PERMIT 5/ 15/00 1 ° � � � � i 'Il 9EDROON j �pRppy � li oi o ' � � _ � � I I o FULL PNASE I d� II PERMIT SET 07/20/00 2 ^ � � � BEDROOM ��M BEDROOM I BEDROOM III i B j �l � � ' Q �_�J I . � � CL � � � '� � �, � BEDROOM m� I � "_ 'I -� - -- --�� ^�i . i , . � i �� , t ; , B M � - - — --- - -- -- -- � � ��-� i ,, .' - � - - � - - � -- - - - - - - � - - - - -� - � -- ` - ' � --- - - - - - - � -- - --._--- -- �- - - -- -- — \ - - — � + -r � �- K �M � -- - -- - - , I ,� -- - - � 'is�==��— - �� -'�T��-, BEDROOM BEDROOM I . � � � ' � ' II 'I ' � � '-L'] ' i� �� a � . t� �M � � � I I � I � �� A ' �� I , � � \ � \ I � � � ' t I ' _ _ - _- � � � TM �e�n� � �, c�os. � �� c�os. aos. �I . 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CLOS. � LAUNDRY ; �., �,`Q,�E' � q - ^ � _ se�er-�o• CORRIDOR Ae�se'-�o• `i \ A �O + t° _ _. --�_ . _ ... . � . _II , - - _ - - --rT �o- - -TM -_ - --- =�_ -- - - _ '�a– — ❑ li +�.. 1 � eNn, � 0,� r ' � ReF. � i i i— - � sa�b�- ,o• -r- i�� __ '� � � GARY M. �� T � ADAMS 1 � � --- � � _ � � � _ -� ' I * � . � �KRCHEN � ij e � �� i , � � , � Cl 5 aA � a� ' � K I KRCHE , - - - - - - _ I � " lO � /� n Be�ee'-io• � � � I _� � � � i � � - � TH � _ � ' — --- -� �� -- �� - - � _ �I , REf. — � — � �� d � -- � --- --- - --'-- - - -- � , . � \J ' � - -- . � � - -- - - -� - -� ' -'- -- - ' ClAS. , Ij� . � KRCHEN (�V � � � S�A3R � , �os. � � � �� v rt� N 0 � I � � � � � � c�os. � ! II � AR �� 1✓v .� , � i � , eRn, e � � � � , � , � � � � � ow I ! � 1 ) ' � I � � � � C� ; , Q � F;a � ' ' s �TM � � � , " I � , � � � . � i � I, '� � � t . ., ' � � PMJTRY Oe�n•-r � � E� � i DRUNG CLO . � � � � , I NING C S. + S. S - - - — -� _ — - N ROOM V A I L � CLOS. 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PROJECT # 0022000 ,,.,: . , GENERAL NOTES : 4 � � � � � � � � � � � 1 HOUR FIRE SEPARATION �1 1A Q 2A 3 � Q5 Q6 � 7A �8 8A 9 10 11 12 13 I � � I ( � ' i I � I � � � � � � � � � � � � � � � 2 HOUR FIRE SEPAR.4TION I ' ' - � Archit ts . I I I l I I � I � I � � �ix�m�x��m�w.� 3 HOUR FIRE SEPARATION I � � I � I , 7'-6' 8'-6' 9'-4' 11 '-9 1 /4' I 20'- t0 3/4' 20'- 11 1/4' 20'- 11 1/4' 20'- 10 3/4' 9'-2� I 18'- 10' I 10'-0' 6'-0' 22'-0" 23'- 10' 10'-2" i ' 1 I I I � EXiT SIGN � I I I I 1 I � � � � ' I � � 2301 BLAKE ST. , STE. #100 �N - - -- - --- � - - - ---- , - - - - - - - - - - - - - � - - - - - - - - - - - N DENVER. COLORADO 80205 I . � � � � 303.861 .8555 F.303.861 .3027' I I � � 0137 MAIN STREET . UN T C 08 � � I . � I I I I I' I I I I I � I I I POST OFFICE BOX 2711 � I I EDWARDS, COLORADO 81632 _� I I � � 0 970.926.8960 F.970.926.8981 v I v I � � I I � � � � � � � � I � I � � � � � i I � - - - - - - - - - - - � - - - � - - - - - - - - - � - - - - � - - M ' ' I � � I � I I 1 I I I I I � � I I I I � ' � I I ' � � � � � � I , � � 334 o � � � , � � � � � � � � � � i q � I I I I I I I I It � � I m � � I I I ! � I 6 _p^ i r. i � r il I I i � — 334 — ` � I I i I I � � � i � I � I ' 'i i I 1 i � _ I I I CONSULTANT NAME CONSULTANT ADORESS - — CONSULTANT CITY I �j - - =--- -= -= -= - --- _ �__ $- ' ' _'� i + � . . . --- � � � I � _ I '� ' I � � i , STNRS • i t 2 t I � �, A � � � � � � � � � o-- - I O _ �=, -- ' - 1-- - - _ -- - _ _ -__- - - I `-= - - - - -- - - -- - - - - - -� - - - _ - - - -- - - - - - - - - ( I ) ISSUE/REVISION DATE NO. - � c -- - --- , - - � � ((�� - �� \/ ! � -� ; i r � i ' ' � � � � c�os. I i �� _ r_ � _ o COR AND SHEL PERM T 5/ 7 5/00 � E L I o � � ' � � �. 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B — — — � - — _ _ _ _ � . , ;� - — ---� � , , , � � � � , ; c� � c �� ; �-�� EXPANSION AND � � � , � � , i i I � � a... li . 0 I � � i , o � i I I i _ � � � � � / " . — — — RENOVATION i � � i z� , , � , ' --� - - -- i- - - - - � - -� -- - - -- _-- , - - - - - —=- - -T�, - - - - ---- - - - - � - - - �A q - - I- j - - - � - !i � ' , EAST MEADOW � �� DRIVE �: ' ' VAIL , � COLORADO � � FULL PHASE I AND II PERMIT � � SET KEY PLAN �` MAIN FLOOR o LIFE SAFETY PLAN 0 � m � � N DRAWN BY JEO � CHK 'D BY � SHEET FILE A3 - 3 . DWG v d _ • � COPYRIGHi 2000 81' Di.NS PARfNEttSFHP P.C. rn a -- . _ _. . . _ _ . _ _. . . . _ _ . . . . . . . . . . . . _ . . . . . _ - ___ .. _ . _ __ '_ _ _ _ _ _. -- —_—_- __. _ - _ - _ _ _ _ _ -. . ._ __ _ . _ .. _ . __. _ . . . _ _ _-_ _ _ - _ _ . . . _ . _ _- . _ _ . _ _ . __ - ___- _ . _ . _ _ ._ _ _ _ . _ . . . _ _ _ _ . . . . . . . _ . . . . . , SNEET NUMBER� �; - _ _ _ _ _ _ LS P 3 � � MAIN FLOOR LIFE SAFETY PLAN A2 - , fP � , _ � LSP3 1 / 8 " = i ' - 0 " 0 4 ' 8 ' D. P.A. PROJECT # 0022000 � �� - - - - _ - ----- - _ _ - � e 0 i � � a a , GENERAL NOTES : i � 1A Q2 2A Q3 4 � 6 7 7A SQ 8A � 10 11 12 13 � , � , � , � , � , � � HOUR F� RE sEPaRa1 � oN I il I � i I I I I � � I � � � � � � � � � � � � � 2 HOUR FIRE SEPARATION ' � ' I I I I I I I I � ' I I I ! ' ' - � Archit ts i � I � ! • � �m�m�u��m��u� 3 HOUR FIRE SEPARATION ! 7'-6' B'-6" 9'-4' 11 '-9 1 /4' 20'- 10 3/4' 20'- 11 1 /4' 20' - 11 1 /4' 2U'- 10 3/4' 9'-2� 18'- 10' 10'-0' 6'-0' 22'-0' 23'- 10' 10'-2' � I I � I I I t I I I ! I I � � � � I I I I � ExiT SIGN � , 2301 BIAKE ST., STE. #100 N -- � - I- - - - - - - - - � - - - - - - - - - - - - - - � N DENVER, COLORADO 80205 I I 303.861 .8555 F.303.861 .3027 � I I I I � I I I 1 � � � I i i I � 0137 MAIN STREET . UNIT C706 o I I � � o DWARDSI COLORADO 81632 ' � ' � --' -�, I I � i 970.926.8960 F.970.928.8967 ~ � I � I I � ---� , 1 � I — I I I I I I I I I I !� � � - � � I I i I I ; , �- - - - - - - - - - - - - - - -�� -- --- - - --- � - —}— - � - - - - - - - - - - M � ' � � � I � � I � I I �' ' I _ I ' ' �� I ' j I /4" WIRE LATH I I I I I l 'I , I � ND PLASTER i � I I I � 1_. _ � , �NALL AT LIFT OP�NING I GAf� AGE - -- � ' I � �, � I � ,�w ' I � I ' �' '' � 1�_= � � � � I I I � I i s„ � � I i I I I � c� �I ��I i -- - _ � I - i �M. \ i I I . � � �� ' ; � 3�'SEP I ��a ��,. , � � STAIRS � � � � REPLACE 2, � I I 3i� �� WIR€ Lt�i b � � � � � EX . DOOR � ' - r i I ��R AND PLASTER WALL i I � CONSULTANTNAME - - - � —i — I I I i� � � CoRR� I � i I �p � I CONSULTANT ADDRESS - si � L - - r- i , _ � �u�ir�i �ue�i�w�n-�" � �+r��w "�w�u�"�i u� - T- w� � n _ _.. . - -- — -------- - � - - - L CONSULTANT CITY i �_ t- � �i , - - n��w�n �Tr`-ii I � - -- - - -` - - ----- --- --- -- � �� -- - � - T- - -- - -- ----- - - - - I - � . - . -- - .. i i . - -� � . � s� � i �i - i �- i �- . �� L�Ti �L_'I �LL!� J �-- I � i � �— --�� - i i I � � � � � ' I � ' � � I - �'�' � I � � I ll�� 1J�', �� ISSUE/REVISION DATE NO. I I i i I I I � _ il �� i I _ � � � � � I I � • � � I � I � ° o I �/ �, � � ` � ; '-0' I / � O � � I � � � i I I o �! CORE AND SHELL PERMIT 5/ 15/00 1 � I I I � � /r �� I l � J � FULL PHASE I & II PERMIT SET 07/20/00 2 I � � L_ _ J ' ' ' O ` � --�r � - - - - - - K ' K - - - - - - - - - . - - - - - - � - � -�,,, I • � I � EMPLOYEE LOCKER � � � � � �� , � LAU � DRY � i - - �� ' I ' y/�/ N \ • I I I , � � . _ _ •_ "---• '� I I O� � I � ] l I I I � ' 0 0 I � — � � � --� - pt� ' _ � �� __ _ _ � _ _ _ H1 J — — — — — — — — — — — � � ^ r - - - , . �- - - - --- - - - � � -- - - - N •i � � I I � � �� i � � `° H � ( - - --- ---------- � � — r � i � - - ' � � - - - . - - - � � \ �� 1 � - - - - - - !� � ' � ', - - - - - O \ , ` i � , , i --� - i \ i r � - - - � ' - - � \ I �p�EdF ��Ip9� � ^ � W M 0 K R R M , I I I 0 S C E 0 0 i -- - c, O �° I I � I � I � � �� - - - - - - - - - - - - - - � � � I GARY � � -- - - � �P � M. � • - � �' � * ADAMS * ; i • . - -- � ` ° zn �— i —I o � TLH O I � B - 10I5 .�— �:-_ ,--J � - - - -- F � _ _ _ _ — — _ ' — _ _ _ _ _ _ � _ _ _ - . " - r_J O _ � � � ��u 110 - � �� `� � i � � � ` � � � � � � � -=�--�'�� o� � a Rc �A �, � �, �_ _ . � �� .: - r � � . rl \ II � - � � �� j l � rn ' µ � � — OPE TO BELOW I � � / O � � El � � - - - - - - - - I I I I I I I I � . I! —�i � �—=- �— — - ' � i r � , �� — — — — — — — — — — — — — — — — — -- �— — — — --- - — -- - — � — , __ __ _ E VAIL . � � . , y� � � . � � � � ,�-_--a-.�; � _ - - - -� _ _ �� i o ��. � � II � .. � ' ��; . I � I � u � � � : � �� MOUNTAIN ' i i Ii i i i i i , e � , _ � � � �� "?, — . -�, � 'I �.� ' ' � ' i � � l J � � � � � i ' ;r - - ' - - - � - - - - - - - - i � ; - � (_ i � D — — — uec P N T � E 0 . � � -� �-- � � , � - ;. � � � � � � �oW _ - LODGE ;�, I I I I 1 I I I _ � rDOWN ` — ' ' — ^, — — — - - — � �J — — — — — — — — — — — - - -- - ----i � \ � � I --- _ � I � II II II II II II � �� %' � � � ' ; � � ' � � ' I oR� H � o � � �� j � : � �� : � -- � � �°� EXPANSION AND - I; ii ii n ii n ii �� ,. � .,, , � - . ° I I ! I ! � - - - - - - 1- - - — � GARDEN , � II II II II II II I ,• -' ( � . `. , (�; = A � _ - - -- _ - �! - - - - - - — - : - - � � � �� ' RENOVATION � �- - ': - - - - - _ - _ -- - _ - _- - - --- -_ — _ __ _= - _ ' '�' � � " � - - — � - - - -- ---�- � 1 � - - - - - - - - - - — - �--�— � -:-- -- q I — — - I � � � - - — - � � � � � ' �� - - ' � � � ?, s � ' ''�� ° -' EAST MEADOW � , . � � �-- � . � �� DRIVE COPEN TU �� ` ABOVE .-4 �.� ; c�� , � �=d° , . ,� —� -- � � VAIL , , . � ,, � � . " C � LORADO _--- - - — � � , FULL PHASE I AND II PERMIT SET KEY PLAN UPPER LEVEL HEALTH CLUB LIFE SAFETY PLAN � , ' DRl+.WN BY JEO I >� CHK'D BY � SHEET FILE A3 - 2 . DWG ' COPMIGIR 2000 BY DAVIS PMTNERSNIP P.C. ' i � $HEEf NUMBER: � - � UPPER LEVEL HEALTH CLUB LIFE SAFETY PLAN a2 - � � P � ' LS P - 2 '� LSP2 � � g " - 1 ' - 0 ° 0 4 ' 8 ' � . _ _. . _ _ _ _ . _ _ _ _ - _ _ - - - - - --- -- - - - _ -- - - - -- - --- - -- - - - _ _ _ _ _ _ _ . _ _ - - - - _ _ _-- -- - - ---- -- -- -- -- - - -- -- - - _ _ _ - - - - - - ---- — - - _ _ - - - . . . � D P A PROJECT # 0022000 - '� 1 �i � � LIFE -SAFTEY PLAN GENERAL NOTES : � � � � � � � � � � � 1 HOUR FIRE SEPARATION � 1A 2 2A � � � Q6 p7 7A 8 8A p9 10 11 12 13 ' . �T� �r� � I I I I I � I I I I I � � � � � � � � � � � ' � 2 HOIJR �IRE SEPARATION . i i i i i i i i � i � I � t i � - � A r c h i t t S I I ��„�� 3 NO :.' R FIRE SEPARATION I i ' I i � I I 7'-6' B'-6� 9'-4' 11 '-9 1/4' 20'- 10 3/4" 20'- 11 1 /4' 20'- it 1 /4' 20'- 10 3/4' 9'-2' 18'- 10' 10'-0' 6'-0' 72'-0' 23'- 10� 10'-2' �i � , I � i I � EXIT SIGN I � I I I I I 1 I I � I ! � � � 2soT Bt�vcE ST. , STE. #100 � I DENVER, COLORAD080205 � I 303.861 .8555 F.303.861 .3027 \J _ _ 'l. - - - I- - � - -- - _ �-- - - - - - - - - - = - - - -- - - - - - - - - - - - �_ = _ _ ` � - - -{� - - - - - - - - - - - - - �- - - - - � � L I � N 0137 MAIN STREET . UNIT C108 � ( I -� - _ _ � POST OFFICE BOX 2711 I I � I �I � I I I � �I ` - _ � - _ _ I , I I I I i ! EDWARDS, COLORADO 81832 i II - _ - � - � I 970.926.8960 F.970.926.8981 � � ' - _ � - � ' � o � I I I � � � � � _ I I • I . i w _ _ i � � � I I I � � � � � � ` �= � � i I I I � II I I I I I � �li � i I I I I I Ma - - - - � �� - - - - - - - - - - - - - � - - - - - - � - - - � - �- - - M � � % � � � f � I � f t � � � , , I � I I �'� � I I I I I I fil � I � I 1 I � % I � � I I i�� I I �- - - - - - - - - - I - - - -� I �i�/ I �� . � � I '; . /� i ° � �i � I I � I I I I I � I j � I � I ° � � � I � � i I �° �i � I ' � ; � � � � � '� � X , � , � I � �� i � � � CONSULTANTNAME � �II I I I I ! I I � - ' CONSULTANT ADDRESS � � � CONSULTANT CITY I I \ ' i � � ; � i ," ' , I • - -- - - -- - ---- -� ' . O - - - - - - - - - - - - - - - - - - -- - -_� -- - - - -- - - _:- -_ ---- --- _ - - ISSUE/REVISION DATE NO �_ �—� — —+-- — L � I I I i t I � I I � I I � f 42"X30" � CT I � � ` o r - - - - - - - - - - - - - - - - - - - - 1 I � � U .L LOCK RS AT � CORE AND SHELL PERMIT �5/ 15/00 1 I � ° FULL PHASE I & II PERMIT SEf 07/20/00 2 o I I I I � CEILING MECFiAN CAL & ELECTRICA: � �I ° I I I EQUIPM NT ue�r / I I I � � O- - - - -- - - _ _ - - - - - - I I I � -� - ' � - - i � - - � - - - � - - - - - - - - � I K � � YOGA R M � ' � - —� - � - - -- li � i� FOOTING AT + N fPIIATES � i I_ � ELV. = 60' -0° _ � ^ I I � I � � � ,d - - - -- - - - - — — — — � ` - - - - "' _ I - - - � _� - , , �— . � I I , I o, � - � I � � � - ( J i — � — I + ' � �- - - � - - - - - - - � - - J I I ! I � � . � — �— — — F'±— — —�— — H1 — - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I " ' N H � I � � _ �� I i I I I � o � o I � I �� , �. „ � - I II ' � � _ e- - —�-� - - - c ; ` � - _ ---- --d � - - - - - - - i - - - - - - - � � _ _ _ _ - i a M� / R a � _ � i S�P�� af C��p9qo " � I I I I y I I I � 6� �� I � � II � 6ARY M, � � L - - - - - - - „a �� * ADAMS � ' � r O - � i _ � I \ - - - - ' co�a. i ; i � � � � � 5 � 5 0 � , �� - 1 0I J ' F - — — -�-� �—I O � � ;' srNR � �� - - - - - - - - - - - , _ . - - - � _ - — - - - - - - - _ , , � — I � � � � � � � I � � w F � r p A R��M+�'� I / � � � ' , _ � I � I �i � wo�Er+ 60 � M � � � I � ' • _ I _ � � o --\ � ' � N E1 . oE _ _ _ � � _� _ � _ _ _ � _ _ � _ _ _ _ � _ _ � _ - � ___ _ � _ _ � _ _ _ _ _ _ E VAIL � , o � , � � � P -� - � � i � CU ING EXCERCISE EQ iPMEMT i ` ! - - - - - - 5' -0' I �, _ _ WA� I - � L--__�� . , � � , � � A I N � I M NT _ ' �� FIRE SHUTTER �. � O � I I I I I I I � I � i °A� UP � a � i p i 1 ASSEMBLY `� ; ,�, � Y � '� LODGE ; ,os = _ � O _ - - -- - - - —�J - - - � - - I - - - - - ` --V= I I� UP � I� UP - , I . � �- � � A�CESSIBLE BENCH ;� I i 1 I I I I 1 I -,4�1�-�AIRS 1- � - - --- 'i � .Y__ _ - - G � -- - I - , - - - - - - - - - - - - - - DN �? _ - i . ' tdr , P�NTER � �� 4 EXIS �NG � m E X P A N S I O N A N D `" � � I I � � � � � P _ ;-�� . � � , , � � , � � � � � � � i � O � � ; �� - - �- �� REN � VATION � � � � � : � , �` � � : � , , � � �- �_% �� I �Q� _ 4. � i SUN PATIO , ' i I � � i � I DOW � ' - ^ I ' , � ' i ' I I � � � � � , I � I � � � ' i -- -- ' �- — OA - - - - - - - --- I - --- �- --- - - - - - —T- - - - - — - - --� - - -- -- - - - -- -- - -- - — �-�r=_. t- - _ --- - - _ - - - — -�-�„ - J - - - >' - - - A �—— � � r oowN '� ; ', �� , � ;�;� � �� P � �� EAST MEADOW '�� ,, , ' , . < � � � — DRIVE � � � � DOWN � 1 - ' OUTD R ', �� SPA `�� F" f ° � � ''�' VAIL , DOWN 0 � COLORADO . . FULL PHASE I AND II PERMIT SET ; , , � ; , LOWER LEVEL HEALTH CLUB ; LIFE SAFETY PLAN DRAWN BY JEO CHK ' D BY SHEET FILE A3- t . DwG corrrr+icHr s000 er aws PARTNERSMIP P.C. SHEET NUMBER: `' � LOWER LEVEL HEALTH CLUB LIFE SAFETY PLAN az - � f � � . � LS P — � �sPi i � 8 " = 1 ' - 0 ' 0 4 8 ' r D . P.A. PROJECT # 0022000 i i lh ': u y , . - - - - - - , � � ; � i � I ' ' 1 , ' • - � Archit ts ; � � 2301 BLAKE ST., STE. fi100 ' DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 0137 MAtN STREET . UNIT C108 POST OFFICE BOX 2711 � � EDWARDS, COLORADO 81632 970.928.8960 F.970.926.8961 OA 4 E F LO I . 10'-0' 17'-0' 11 '-4' 3�'-6 1 /2� 10'-0 I ' i � ' , � i � i i i I , � II I � i 0 � . , I � i � i ' � i , i j ; �, ' i NEw RaiuNC i . � � I � coR�R a�os. sr�s a�os. ; e ►� eis PENTHOUSE _ .= _ C: :: . � _ . = 82C6 . ,� ., — — — — -- = - - z s z s z : z z . '00 SURVEY ELE'd. = 8207' - 4" � I � � � � " � i - - - - ISSUE/REVISION DATE NO. � i � � _� III / � ' EXISTIN i I I CORE AND SHELL PERMIT 5/ 15/00 1 ' � �� I � �� , SruRS � i � SUrtE 526 FULL PHASE I & II PERMIT SET 07 20 00 i I �o"" I I � , - o ( I o / / 2 •, 3rd FLOOR _ , CC � = =� --- — — — — I : z s 00 SURVEY ELEV. = 8196' -4" i � i �I ( I r:. ;- , i dNfNG� I C�H CORROIDOR ST� I i K C� 8 �oo a I , i II I • �, 2nd FLOOR ; _ L; _ � ' . : J ' 35 ' b., — — — � � —_ t x z -� '00 SURVEYELEV. = 8186' - 10" � ,sj I � _ _l._ -�- - � l- ' I � � '! �nnN� on+�r�.t �H cort�R '� sr� � i � _— � : .�.�� I �I � � � MAIN FLOOR ' � �� AAA � Ri_ L7v . � " ' . � . 0 i . = O �. -� p � - (�� '00 SURVEYELEV. = 8177 ' - 4 ' � � I ' I �: I i � --1 I I � I I �`P�� OF CO��qo � � o GARY M. � — 7k ADAMS * UPPER HEALTH CLUB � _ � . . : – ;- ,- . _ a . F , _ ,. •• — — . '00 SURVEY ELEV . = 8166' - 4" 1 1 1 i 1 . j i � • I016 - � Ii /C, , j � I I � AR�� Iti� I� , I I II � LOWER HEALTH CLUB � " _ _ � :� . _ _ = P - gc � - -- — -- -- � J�r- - i I � .� I 'QO SURVEY ELEV. = 8155' - 4" i � � I � i I i - MDUNTAIN � � ' LODGE s ; EXPANSIC� N AND � BUILDING SECTION ' _ A6- , , � 8 �� - , � - o �� _ o6 - 4SeC $ RENOVAT� ION EAST MEAD �7u11 -', DRIVE � � . � , VAIL , ,.i COLORADO ; ` FULL PHASE I � KEY PLAN AND II PERMIT ! SET . B 8 � � � - - � � a BUILDING SECTIONS ` ; � o � � ..� . � DRAWN BY BP ,; , CHK ' D BY � SHEET FILE A6 - 1 .DWG " 6— � covrRia+T 200o er a.ws vnan+�r+sH� a.c. I ' '. SNEET NUMBER' � i A6 - 1 �. D .P .A. PROJECT # 0022000 y css`"'' i � . '� ' � ' • - � Archit ts 13 12 11 10 9 8A 8 7A 7 Q6 5 � 3 2A � z ) tA 1 � Y t0'-2' 23'- 10' 22'-0' 6'-0' 10'-0' 6'-0' 12'- 10' 9'-2' 2t1'- 10 3/4' 20'— it 1 /4' 20'- 11 1 /4' I 20'- 10 3/4" 11 '-9 1 /4' 9'-4" 8'-6' 7'-6' i � 2301 BLAKE ST. , STE. #100 DENVER, COLORAD080205 � I ' I . I`_k I � � � COPPER ( � I I I I 303.861 .8555 F.303.667 .3027 � i � �� J �� FLU CAP � 0137 MAIN STREET . UNIT C106 P ! � ,^� � COPPER STANDING � • ASHLAR ° � I� POST OFFICE BOX 2711 , ROOF TILES SEAM ROOF CHIMNEY i I OND � , i EDWARDS, COLORADO 81832 970.926.8960 F.970.926.8961 COPP�R � I I J cuPOtA — , , , . --i- i i - � � � ✓ ' � � - � ' i ; , ; ' � ; COPPER - S`TAN I I i I ;� COPPER 1. I, I , ^ p�; i � � SEAM ROOF � FLU CAP � � I I ! i ! � I I I I � I I . / I \ I � , �O I I i �II ! i ! . �I I i . i I I�i I I I I I I I I I I I I I � II I I �II �� i� I II I� I I II . I I I i �I I . ASHLAR I � � i � � � � j ' � � � _ � � � � � � � , � � � � � i � � I � � � � CHIMNEY i � � i ; I � I � � � i � � I I I , I I R00 � � - a � i , � i � I i I � I I i TI E I , L , , i I I _ , � I � I - ROOF � y � � I � -� i I It i I �i ; �i ri �I � LE � i li I i � ' � � i �I I i I � � I I � � � � � � � � � � � � � — � �! � i I i � I i � � ; � I � � ' � - � � � ' — — --- — i I -- PENTHOUSE ,� �: -- _ — — — -- -` �— — 1 II — _ I — _ - ---- — --- — — — _ — WOO T&G SYNTHETIC ��i� -- �� - : . _ . 82C -- i1+NK � I � -- ' - -- ' — � � � _ _ - - , _ TYP. F . � .. � ' �� -- � � � � -- ! I ELEV. = 8207'=�" '00 � U�V€Y �' . -= i .-o�-•- --�-1 '' i � i � . , � , i i � ' I i � -- � � STUCC� I � ___ I � ' I if� � l i l i i I � � I I . � I � -- ' _' � -;_*� I I I � I � � � � I � � I _ i I I _ I i , I I i � II � - � _ ,_ � � � � i i i � I , I � I i � li I > i _ I I i I H I i AS LAR , � i I ! � I I � � Ii I I I � I � : � � I � I! � ' i � I i �I � I I � I � ' �� . i i i II . , �' I I I � ' VENEER � � � - -� � � i i i �j IIII �; ! i ' j � � � . � I � I i � I � I ; � il ' II ' � I '� � � . ��_` I i ' I I � � � I � V_ � � ii i I �' � ii � � � �� i � I � I � ( I . I � >� I � � � � I � i I I ' „ — � i ' I t � � I , k'— � . � � �� I I , � � i I I I i r i i 3 d F OR - -- - --a ' - - --- - - - - —- - - - i I I � � _ _ � I � I � I - - - - - - �� - . _ . , I � � _ s• , ;: - ISSUE/REVISION DATE NO. _ � , �, � � � � r > : � � COP ER I I I . �. . � � � .� � _ I i i I i I ' � i �i i �—'LJ�— I i �I i I ; i I , . : �. 7:, . ' : TANDING ° I � I � �� ° ' � I � � � I �` � j � I I I , ' 1 i � ELEV. = 8196 ' - 4° '00 SURVEY � �, � � � I i � � I � I � I ' i j ' � � � � ' i II ' i i �� i I ' �f� , I I � � I I � I M ROOF I I � i i - � I � I I - � � CORE AND SHELL PERMIT 5/ 15/00 1 � � i I I I - - � I � � � �" i � I � ( I J I � � � I � � � � I I � � � � i , � � . , ' � l � I � i i I , i � � � � �� I �'� � � � � � I � � I � � � � I , I , I I I i � � I ' F U L L P H A S E I & I I P E R M I T S E T 0 7 2 0 0 0 2 � � � � � � � i I / � � i � ' - � I I I I � I � i � i t i �" � I � I i I I i I � � I I � � i � I � � I � � o � o � � I � � � � � ili � , ; I II � � � i � I I �' ; �'i � '� - -- --- - � i I � I i r � � � '� ' _ k I � � � I � , i Ii i i � i I 'ili � � _ � III �iI i ' 2nd FLOOR ,t � '. � � , � I � � � i I i w ` ' - . _ � _ L _ � —� �J � � � � I � I � i ' i , �I �I � i �— �. �-- �i�l,, -_ � i i I � ' �I — - — - � � � ELEV- = 8186 ' - 10 " ' 00 SURVEY I r � � �, _� � � , , � � � ,: -� - , � I c.. � - v _ � L � � ` - - o o _ � , ,__, � � � ` � - � � � i � � i I I I i I � � �Jl�� o � ' j VENEER &�� NGSTS T�cG�Y i THETIC � ' MAIN FLOOR � ' _ I _ I J - i - - - - - - - � — - - — - -- - - -- - — � T&�SYNTHETIC - --- - - I ��` ❑ ❑ �� - - - � ' � � � ELEV. = 8177 ' - 4 " . 00 SURVEY I P�'N ` . j I ❑ ❑ � � I I I I I I � I � WOOD POSTS � �, I & RAILING � WOOD BRACKEfS I� � I ' � i + j I I I UPPER HEALTH ClUB � - - - _ - — -- - - - -i - - - - - - - - - - - i- - - - - - - - - i - - - - - - - - � - - - - i - - � - - - - - - - - - i - - - - - - - - -� - - - - - - - - � - - - - - - - - - � - - - - i - - -i - i ; - - � � :: - OF Cp ELEV = 8166' - 4" '00 SURVEY P�F. ��9 ' I � I I I I I I i �~ q�0 GARY M. ' '' I ' * cp ADAA1S �. - - I � � ZJ _ - -- - - - - - - - - — - — - - - - -- — - --- - - - - - - - - --. . - - - - - - - � - - - -- - - _ _ - - - - - - � -- - - - � - -- � - - . ---- - ---- - - - - - - - - -- - - - - - - - - - - - , LOWER HEALTH CLUB l, o _ � ; � . _ � , � , . ' - � C' �G ; , � �I ELEti . = 8155 - 4 .. .00 � JRv�� ARC�\� 1r� ' I � ! �+ � i , 1 � NORTH ELEVATION A5 — lelev A5 _ 2 , ,8 .. _ , � _ o �� 4 � 8 � VAIL , Q , 0,-0' B C D " '-6' E Et 8'-9 1/4' F 12'-6 1 /2' G 5 _4� H H1 9'- 10 1 /8' K 9'-7 3/8' ' L 26'-0' � M O U N T A I N � 2'-6 3/8' i 2' — ll 5/8' i� 2 6 3 4 � I 3 2 1 2 I - ' � ' ' LODGE i � � � � I I COPPER � � �� 1 CUPOLA I I � I I I I I � CO�PER � ! F�� , �AP , , , , ; , , , � � EXPANSION AND ' � ' {' I ' � � ' ' RENOVATION � = li `\ � , � i � � ; ' ' , _ ', ' I � ' , � �I 'I I i PP R \ i I ; I I , ' � , CO E I i I i � I � � / \ - i � TA � 5 ND• hG f, � I � ; . SEAM RooF � ��, � � ; : � � � � ; �� I ; EAST MEADOW �� i � , ; � , � � I � � � i ' i r � _ � � ; ' � �, � � ' � ' ' � � � DRIVE � � � PENTHOUSE , , � � � � --- - - Yv'OOD FASCIA - -- -- � • - � - � — - � � j I i I - _ - - - - - - - - - — _ E '� - �Z io _- r .. . _ J ' . . . . _ TYP. i I � ! : � � � I � ELEV. = 8207 - 4" '00 SURVEY !I � ! i ; I � ; `,��, -;�__�; � ��- � � ; � i ' ; � ' ' , � ; i , � � '� � V A I L , � sTUCCO h � � , � „ � � , '� � , I I j � � � i I I � , ', � i i � i ' � � I � i ,, � ,, � � , � ; , i ; � ' � � COLORADO i � , , I ' I � L '', I � _ _ 3rd FLOOR ,� - - - — I , � 1 . ! I � � c '_� v = 819 ; � .. � i I 1 I � 1 I II ELEV. = 8196 - 4" '00 SURVEY ! � � Ij i I � � � I t , i � ; I � � � '� � F LL PHASE I I I r � 1 � V I I � I I � I I � � I I � � � � � � � 2nd FLOOR � AND II PERMIT � - — - � -; - - , - - EL��J = � 18� 6 „ , , S �D� - '� ��i� n � � � � ' � .> - J �` ELEV. 8186' - 10"00 SURVEY - - - —_ — , ; — � .—� - —, I ' ' ❑ ❑ ' ' SET - � � E - _' �� , i; � . � � � �� :, _ I __. -� ❑ ❑ - - - t - - — ` - - � ❑ ❑ o ' _ _ _ _ _ � _ MAIN FLOOR y - -- . - ciE`/. = 8 ? '6 - � i � 9 � J';_ . S� ' � ❑ _ � � I � _ -{� I I I � I ELEV. - 8177' - 4"'00 SURVEY >.�r � ' -- 1-� ! - T G YNTHETIC TS ASHLA�2 VENEE p N _ �i & RAILIN� � ' ASHLAR i 'i i � I H VENEER F S ED FLOOR I I I I I I I ' i I I I I UPPER HEALTH CLUB - -- __ - - - - - - -- - -- - - - - - - - - - - - - - � . : .. , � ' BUILDINGELEVATIONS ELEV. = 8166' 4 " '00 SURVEY — - — - I I I - — - — - — - — - — - — - - — - — - — - — - — - — - — - - I � o° I � � I f ( I 0 � � I ! ! t I I I I I I � � � $ -- - - -- - -- - - -- - -- ; - -- - ; - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - I _ LOWER HEALTH CLUB ,� � ! � i � ELEV. = 8155' - 4" '00 SURVEY �CHK'D BY CRD � � i � � -' SHEET FILE A5 - 2 . DWG � � 2 EAS T E L E VAT I O N COPVRIGM 2000 BY DAVIS PAHiHptSMIP V C. � A5 - 1 elev v A5- 2 � /8 �� = 1 � - 0 „ O 4 � 8 r SMEEf NUMBER: N 1 � � 5 - � $ _ _ - — --- - - -- D.P.A. PROJECT # 0022000 -- - - - - - N . . _ _ _ . _ . _ N O O / I > � ��l ; � . � � � � .1 1 � 1 ; f ' • - � Archit ts � Ol 1 A � 2A � � � O6 Q7 7A . . 8 , . 8A , . t y 1 10 11 12 13 i �r' �r' i � %' -6" , 8' -6' { 9' -4' 11 '-9 t /4' � 20'- t0 3/4• y 20' , 1 , j4. ' 20' - 11 t /4" 2C' - 1D 3/4" ; g'-2' 12 - 10 6 -0 10 -0 � 6'-0' 22'-0' 23'- 10' t0' -2" . . � I I I I I ' 2301 BLAKE ST. , STE. #10o i i i DENVER, COLORADO 80205 ; I j I 303.861 .8555 F.303.861 .3027 1I i I I i 0137 MAIN STREET . UNIT C108 I � � � (�J� POST OFFICE BOX 2711 � ;� � I I — T— I I I ' � ` ��`� �� 9 0 928 8960 P 970.928.896632 ', , , . . �- - I �/ � \ � . ', , . ' � '' I ----- ---- I � COPP R � � � �' � �� '� ' � � ASHLAR VENEER � FLU C P ; I I I � I I �p - CHIMNEY BEYONO I I , I 1 I I ' I ' .i RO�F �' f I I �— ' I T� E ; I j � 'i STUC�O ' ' - ' " HI � ,. MN�' j � , � � I I � I � I I � -- -- � i � i � �i ` � , . � � � I � �I ' � � li ' ; � � I � � � --- � � . . ' j � � , i � � I � � � I � � ' I � � � � I � I ' �� . COPP�R �� i � � � � �ill � i I � ' � , I i � � I I � j � I I � � � � � � � Ij � I I � � i I I � ' i � ' I � I STANDIry1G I i _ — PENTHOUSE , . � i � , , , � � ; , , - RB�F , , -- - - - - - - - � - - - - - - - -- - - — —�EAb1 - - - - � - -- - - - - - - - - WOOD FASCIA - -- - - -- - - --- - -_ LE ,, L� � : � _ + I ; � ` I i I I I TYP . ELEV. = 8207 - 4 " ' 00 SURVEY 1 �, I � I I I . . , � i i i , b F STUCCO - 1 i I � � i i i , I� - I - I ; ; ' � , i i � 1 � � � � , : i, � I � I i l i, I ' i ' i , ! i ' I � , � � � � . l ' i � i ' i i I ' � ; � � i , � CONSULTANT NAME i � i i ' I � i i � i � i i � I i � . i I � � � I i � � I � � I � � I i i � I � I I CONSULTANT ADDRESS � ! ' ( I ' I � II I �� I ' ' lll ! I � �� " ' I� lill III � I �. I � I � i Ili � '- II �i i , 'i � l � i � I � � :II �! '� '. � i :; lll� i ' � � Ilil ' II � I ' I I I � I I � I I I i II � � IIIII i ''� I � 'll, � , I I .. � � 3rd FLOOR CONSULTANT CITY - - - - - - '� , . , � ; � � - - - - - k � I I � � �. � , . . � i � i �; � � _ � , i � i i ! � ELEV. = 8196' - 4" '00 SURVEY 1--�-r-�� I R VI AT I ISSUE/ E SION D E NO � � , � I i i I � I I . - . � 'I � i� i �-+ I i � 7 I � I I i � ! I � � V I � i ' _ . .1 1 i + i I I � � . CORE AND SHELL PERMIT 5 15 00 , . � . . ' , � � : 4 � �� / / I � � I I � I II I . �I � . I I � I ' ' I 1 ��I I , � . I i I . I . � . . . � � : I I I I ' I j III � I l � . I � � � � I � i � i � I �i i � I I i ' I � P I i � � I I I I , , ', � i � I � � . � ' , ' I , i i I � , � I � � � I � ( I , i � ' i i � � I ' i � � � I I I I � I I � I I ' i � � i � I i � � i � � I , I I I I 7 i I I FULL PHASE k II PERMIT SET 0 2� 00 Z � � ; � / / — {. � n F R � � - - - 2 d L00 ; � - - - - - - — - � - ,— -� ��- - - — - -- _ . _ - � - - y A - • . .. .� . . _ . . 1 = � _ _ _ . . .� :J . , . . .� i I �\ • � • � I II � I _ � � �I / _ _ � 1 R r' ELEV. 86 10 00 SU V � 8 EY , _ T. �_ � I � ' - . -1 --1- - - - � - _ - - , � � - � i i - -- - - - -- � �--- - � - I -- - � - - --, - - - � � _ _ __ 1 _ ___ _ _1,_ _ � _ _ __ _ _ _ . _ _ _ __ I I 11 I I � Y I I I I I � . ' I I i . i . I i � � � � I . � i � � . ` . ' . i . ' . ' � i I i . y � I . �. . . . I i . . I � � . � li � � . i I I I � II , i ' � i li i I i � il i � I i � i � i � ; ; I , I I I . . � � I I I i . � � �� ' I i I . . il . , i , I � ' �, I � i , il I I i , . I , � , , ' �I ' II , ' I II . I ��I ' � I � � il I i I � � �I �I . . I ' . ' � ' I I � � . � I � �� _ _ r � MAIN FLOOR — ! - -- '— - - - - - - - - - - - + - - - - - �±= - "- — � � . r r ,`, _ � F . �. . :� . r � . . . � - - - 9 . _ _ � . _ � � ]-� � � ' � � \ V �. \� � N ( y � • � 1 _ i A _ 4 � � ELEV. 8177 00 SURVEY i i � i � � � ' I ' � N STA LL STOREFRONT SYSTEM 1 W WOOD INTERtOR STUCCO i I � � i � � � � I � � � ON EXiST. � i I �� i � �� , i � , - � MULLIONS & CLAD � SHED � � � � � I � I T 1 EXTERIOR � 1 � ' I � , I � '�1 � � � � � `'z' �' - � � i� l ; � i �i � � � � � � � '� I � II I � I� ' i � , l ; � , � I UPPER HEAITH CLUB ,� � i � _ � i � i / . . ' i: _ _ _ . ;".., . � � �r _ _ - -� _ - G � . . � , t �"`; _ �� , �' �-- , �� _ �.� � � , , - � „ , �-- ` ��(Q ELEV. 5166 4 00 SURVEY ' WOOD POS S I ' i � � i , ' • � I �/ ' I ' �,. i � � � ,� i OF C� � �� REUSE EXISTING NANO ��(, � � & RAILI G '� ' �� ; � , � � �<� �� I �J � �� " v � � � �%J� I � Q 9 ] � WALL SYSTEM WHERE '` 'q� j I WOOD POSTS � EXIST. STEEL STRUCT; � , � I ' � I POSS18LE. PROVIDE �"' 4 : 3 ASH R ASHLAR VENEER & RAILING TYP. PROVIDE WEATHER � 1 NEW 2 & 2 ASSEMBLY. GARY M. � ON NCOL� I I ,I TOOMATCH�O ASCIA.AS�MENT I i I I i I � � LOWER HEALTH CLUB ,� I � _ _ _ _ _ _ _ _ _ _ _ _ _ _' _ _ _ _ __ _ _ _ _ _ _ _ _ _ �_ -_ ' - _ -� _ _ _ � _ - ' - _ _ _ _ _ - _ - _ _ . �-,P � A� QI � � � � „� - � - -� ; , I - - - - - - - - - - - - - � - - -�- � - �{ - - - - - - - - - I - + - - � � � ELEV = 8155 , 4 ., � 00 SURVEY l/� � � Z ` � ' , �� I I � � � �� J+ '�� D RC ,✓ {� , SOUTH ELEVATION A5 — , e � e � , �' ! :� � ' As- � 1 / 8 " = 1 ' - 0 ° 0 4 ' 8 ' � � � � I/ ., �o ,� c,ry� �e V A I L �as �t � N M � a Q o o � F E Q B A MOUNTAIN L 14'- 10' 26'-0' ' 10'-0' 11 ' - 1 ' 6'- 11 ' 12'-6 1 /2 11 '-4' 11 '-6� { 5'-6' 10'-0' ' ' � ' LODGE � � , � � � � � � � � � � � i COP�ER �, , CUPQLA i � I I i , � � � � � � � � � � � �oPPER � EXPANSION AND , - � I � FLU CAP , ' ' ' RENOVATION III I � ' i � � � � � I � i ; � I ii � ' � I I i : � � � \ COPPER EAST MEADOW � ' sTU co � � � � � . i ! � ' ; � � I , I � \ STANDING i � i ', i ' I I I i � I � � i SEAM ROOF . , � i � ' � , � i n � '� � � . � DRIVE � i � � � �' — -y- ��R - — -- - - - - - - - — - � - � � I - - I Y----' \ - — PENTHOUSE TAN N ' � � �� . . —� . S G i � I 'i , . , .. � _ : i SEAM R OF Ili � I I I � I � ' � � STUCCO ELEV. - 8207 - 4 00 SURVEY � WOOD FA CIA � � I ' �� CHIMNEY V A I L � I I _� I ! I _ I � R��F t�� _ ' i � � � � � � - ST��o C O L O R A D O r I - -- - - r- - - - ' ' - — 3rd FLOOR ,. - , j - --� - — - - -- - - -- — —� � � I I '�� i ELEV. = 8196 ' - 4 " ' 00 SUR'VEY . � � I , � � I � � I I I I ' � ' � � FULL PHASE I 'I ; ' � � �' , ' ' I , � �i ,� � � � ' � �I � � I � , . , �� , � - � � , _ � _ ___ 2nd F��R A N D I I P I PLANK - - - � , ' ' ' I -� - - -- - -- -- - ' � ' - _ � - - -�- - — - TdCG $YNTH IC � ��"-'c�: � ' � � � � � � � � i � � �T� i � � � _ [. �i . - .r , �. , i I � ELEV. = 8186 ' - 10 " ' 00 SURVE'?' S E T � i ,� J� J „ � I � ��' I I � �I I I � , ! ; . � I L j i � I � ; i� il il II i ' MAIN FLOOR ,� - - t- - - - - - - � - - - �-- � I I � i � , i - i - f- - � -- -- - -- .. , . , f i ELEV. = 8177' - 4"'00 SURVEY � i � � e � �� . � I I , ! j I , * I , I � � I � -- - - — - — - — - - — - — - - ASHbtiR - - - - ' ' � � � - - — - - - _.� i ' i UPPER HEALTH CLUB ,� VENEER I � !, EXIST. SHED. WO D POSTS - t'� _ � ' E - _ � � ' 8�� = : BUILDING ELEVAT� ONS , ELEV. 8166' 4" '00 SURVEY T ( NST NEW & ILING ,' ASHLAR VE EER � � i I i � � , i f I H STUC� IN S P'P• ON COL. , I I I I � � � I I I I I G • � � � , �x � �, . I � - — - — - -- - ---- - -- -- -- - ,_ CWB DRAWN BY CRD J • , � LOWER HEALTH ` ---- - 'r— - - - - -- - - �- - - ---- - 1- - - - �� i , ; � � 1� , r i ° � � � - — - � - — - — - � - � - � ELEV. = 8155. - 4.' '00 SURVEY - � CHK ' D BY ` � 4 � � I 2 V1�( EST ELEVATI N A5 e � e� SHE� FILE A5- 1 .OWG I �, j I ' - �- COPYRIGHT 2000 BY W�5 PARfNERSNIP P.C. i A5 - 1 � / g .. _ ,� � � 0 �. O I , � 8 , . KF ..-v- I ' � � SHEE� NUAIBER' , �� - , �`�, r�z�� a r� ��- �,_ � , A5 - 1 - - _ _ _ -- D. P.A. PROJECT # 0022000 � � � � ;� GENERAL NOTES : DEMOLITION GENERAL NOTES DEMOLITION KEY NOTES ' NOTE: NOT ALL NOT6S MAY BE USED ON THIS SHEET. • 1 . THE CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK REOUIRED TO COMP�ETE THE RENOVATIONS nN� aoomoNS ' � . - � Archit tS � REMOVE EXISTiNG DOOR AND FRAME. DISPOSE OF UNUSABLE MATERIAL IN A PROPER MANNER. 2. THE ARCHITECT SHALL BE NOTIFlED DURING DEMOUTION IF ANY AREAS ARE UNCOVERED THAT INDICATED a STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. ADDITIONAL OR UNEXPECiED DISREPAIR OR DECAY. I I 3. THE CONTRACTOR SHALL VERIFY AlL EXISTING CONDITIONS ON SITE AND COMPARE THEM WITH THESE � REMOVE EXISTING DOOR AND FRAME. PREPARE EXIST. OPENING FOR INFILL. OISPOSE OF UNUSABLE , PLANS. ANY ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE � b MATERIAL IN A PROPER MANNER. STORE AND PROTECT USABLE MATERIALS FOR REUSE AS DIRECTED. ARCHITECT PRIOR TO .BIDDING. � 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING AND BRACING OF THE BUILDING ❑ REMOVE EXISTING WALL PORTION OR ENTIRE WALI AS INDICATED. OISPOSE OF BUILDING MATERIAL 7A � 8A l J / � O � � � 2 � 3 ' 2301 BLAKE ST. , STE. #100 �/ DENVER, COLORADO 80205 STRUCTURE AS NEEDED DURING DEMOLITION AND CONSTRUCTION. 2 IN A PROPER MANNER. I I � i ; 303.861 .8555 F.303.861 .3027 5. THE CONIRACTOR SHALL BE RESPONSIB�E FOR ALL TEMPORARY PARTITIONING AND FOR SECURING AREAS ' ' ' ' ' ' 0137 MAIN STREET . UNIT C106 DURING THE DE�AOLITION AND CONSTRUCTION WORK pF THE PROJECT. a REMOVE EXISTING CASED OPENING OR FRAME. DISPOSE OF BUILDING MATERIAL IN A PROPER I I I POST OFFICE BOX 2711 MANNER AND PREPARE EXISnNG OPENING FOR INfILL i �, EDWARDS, COLORADO 81632 6. DURING DEMOLI�ION AND CONSTRUCTION, THE CONTRACTOR SHALL PROTECT THE PROPERTY FROM DAMAGE O 970.926.8960 F.970.928.8961 DUE TO WEATHER OF OTHER CONDITIONS WHICH MAY ARISE AS A RESULT OF TEMPORARY EXPOSURE. � � � _ _ _ � � � - , - _ - - - _ _ - - M 7. DAIAAGE ON THE CONSTRUCTION SITE CAUSED BY THE CONTRACTOR OR A PARTY TO THE CONTRACTOR � REMOVE EXISTING FLOOR COVERING. DISPOSE OF IN A PROPER MANNER. � � _ � 1 r � � � DURING DEMOLI110N OR CONSiF2UCPON SHALL BE REPAIRED PRIOR TO THE CONTRACT DATE OF � i � i � i i SUBSTANTIAL COMPLETION AT NO ADDITIONAL EXPENSE TO THE OWNER. a RE�AOVE EXISTiNG GLAZING. DISPOSE OF IN A PROPER MANNER. B. THE DEMOLITION PLANS ARE SCHEMAl1C IN NATURE AND ARE ONLY A GUIDE TO DEMOLITION. I REMI VE EXIST. R�OF AS REQ' D. ADDITIONAL DEA�OLITION MAY BE REQUIRED TO COMPLETE THE CONSTRUCTION WORK AS PER PLANS REMOVE EXISTING CASEWORK CABINETRY. DISPOSE OF BUILDING MATERIAI. OR STORE AS � ' ' ' T❑ TIE TO NEW ROOF , � � AND THIS WORK SHALL BE INCLUDED IN THE CONTRACT SUM. � REQUIRED AND PROTECT AS DIRECTED. REPAIR AOJOINING AREAS TO ACCEPT NEW CONSTRUCTION. I 9. ANY CONCEALED OR UNKNOWN CONDITIONS UNCOVERED TNAT ARE OF AN UNUSUAL NATURE NOT ORDINARILY ENCOUNTERED IN WORK OF THIS KIND SHALL BE REPORTED TO THE ARCHITECT BEFORE � � � � � � � PROCEEDING WITH ANY ADDITIONAL WORK. NO CLAIM FOR ADDITIONAL COST OR FOR T1ME EXTENSION REMOVE EXISTiNG PLUA�8ING FIXTURES, CAP AND REROUTE WATER SUPPLY ANO VENTS A$ I WILL BE ALLOWED WITHOUT PROPER NOTICE, PRIOR DETERMINATION Of EXPENSES AND T1ME, ANO � REQUIRED. DISPOSE OF UNUSED PLUMBING FIXTURES IN A PROPER MANNER. STORE AND AUTHORIZATION TO PROCEED. PROTECT REMAINING PLUMBING FIXTURES AS DIRECTED. i � i i i i � — — — — — — — — — — — — — 10. ALL MATERIAL SALVAGED FROM THE PROJECT SHALL REMAIN THE PROPERTY OF THE ONMER AND J I �I REMOVED, PROTECTED, AND STORED AS DIRECTED BY THE OwNERS REPRESENTAiIVE. REMOVE EXIS7ING STAIRS, STRINGERS, PANS, HANDRAILS AND RELATED ASSEMBUES. - - - - - - - - - -- - - -- � - - - - - - - - - - - - - 1- - - - - - - I- - - - ---- - - P I ❑8 DtSPOSE OF MATERIALS IN A PROPER MANNER. PREPARE EXISTING FLOOR/WALL ASSEMBLY � i i • I � i i , 11 . ALL MATERIAL REMOVED UNDER 1HIS CONiF2ACT WHICH IS NOT SA�VAGED, RE-USED, OR RETAINED BY PER ADJOINING AREAS FOR NEW INFILL AS INDICATED ON THE PLANS. � li I I I TNE OWNER AS NOT�Q ON Th� BRAWINGS SH �LL BECOME THE �RO�€RTY O� Tk�€ COWTP<9,CTO� sRID BE PROMPTLY REMOVED FROM THE SITE. REMOVE EXISTING FINISH MATERIALS TO FRAMING AT WALLS, FLOOR, AND CEILING. DISPOSE OF MATERIAL - - - - i — 1 L � _ 1- - - - - - L__ - -L.- _ _ _ _11 _ _ J _ _ - _ - _ __ - - L _ - _ _ _ _ _ _ _ _ 1- _ _ _ -�- _ -- _ 12. THE OWNERS REPRESENTATIVE SHALL BE RESPONSIBLE FOR REMOVING EXISTING FURNITURE, SUPPLIES, a IN A PROPER MANNER. REPAIR OR REPLACE EXISTING GYPSUM WALL BOARD AS REOUIRED � I � �� AND OTHER EXISTING EQUIPMENT PRIOR TO THE START OF DEMOLITION. TO ACCEPT NEW WALL, FLOOR AND/OR CEILING TREAIMENT. I I I � � I I i i i ul � i � 13. ALL DEMOLITION MUST BE DONE WITH A MINIMAL AMOUNT OF DISRUPTION OF CONTINUING OPERATIONS � REMOVE EXISTiNG FLOOR FRAA�ING ASSEMBLY. REFER TO STRUCTURAL DRANANGS FOR ADDITIONAL � 14. EXPOSURE OF ASBESTOS OR OTHER TOXIC SUBSTANCES: IN THE EVENT OF DISCOVERY OF ASBESTOS � � INFORMATION. DISPOSE OF BUILDING MATERIALS IN A PROPER MANNER. � , ISSUE/REVISION DATE NO. � OR OTHER TOXIC SUBSTANCES, OR THE SUBSTANTIAL RISK THEREOF, THE CUENT HAS THE DUTY TO ° t � � f� - - - - -� - -- - - - - - - - - - - - - - - - - - - - - - -- - � - - -- -- - --- --- - - -- - - - - - - - - - - - - - ti � WORK ONHTHERPRO ECT, THEHARCHIOTECTOSHALL H�AVEBSOLENDSCRETIONSKO SUSPEND WORKOONOTHER � � AAATE ALSIN¶ AGPROPERLMANINER. WALL PORTION OR ENTIRE WALL PS INDiCATEO . DISPOSE OF L— � � fi � TOXIC SUBSTANCES, OR iHE RISK OF EXPOSURE TO THEM , iS DISCOVERED BY THE ARCHITECT DURING � i ' . , � - - - - - r-- - , ---�- I 1 - - - - - - - - - - - - - - - - - , r RESOL`�U110N OF THE CONDI ION¶STHE CIIEN SH�ALL HOLD HARM�ESS 5 BCONTR ACTORS AND HEIRLY REMOVE EXISTING MECHANICAL EQPT. AS REO'�. DISPOSE OF UNUSABLE MATERIALS ' - - - - -_ _ � ___ I _ _ _ _ _ � I I L � _ � _ — _ � _ _ — _ _ � _ _ — _ — — � � i i i I I � � ) _ _ _ _ _ I �I , OC PERSONS 4�MICH MA�YN ESUIYT FROMOTHF EXPOSDUR LAOF� SEE OS OR On-IERRRO�I�CRS�UBSTA CE3S 1 z IN A PROPER MANNER. STORE AND PROTECT USEABLE MAT'L FOR REUSE AS DIRECTED. �ff _ _ _ _ _ _I ! i � = = � ll ill I � i I I ' � oN rHE s� r�. � 1 ► -�— - - -� — - -- -� -- � — - — - — - — - - - �-�- - — - --�-� -- � � PREPARE WALL FOR NEW DOOR OR WINDOW OPENING. REFER TO ARCHITECTURAL/STRUCTURAL ��---�I I , � - - �� li� � , i � � � 3 DRaWINGS FOR MORE INFORMATION. DISPOSE OF BUILOING MATERIALS IN A PROPER I � � � , � t = - � � I � I � � I I ; I ' —' MANNER. PATCH AND REPAIR WALL TO ACCEPT NEW FINISH TREATMENT. I � U I i � _ _ �� ' � I i i I � � ' ,— R E�1 0 V E P O OL, S T RU C T U RAL FIL L UN D E R P O O L, A N D A L L A S S O C I A T E D P L U M B I N G, � C �_� � �- � � �, - - - -� _ '�' E!EV. 8'1�54 0 REMAI�N UNID STURBEDMENT. STRUCTURAL FLOOR SLAB O i i � - - � � I � � I i j I I v ' - - -- - - - � ; 1 - - - - - - - -- - - � _ i ! ; � ! i i�, � I ; - ,� '� � REMOVE EXISTING STRUCTURAL COLUMN. REFER TO THE STRUCTURAL ORAWINGS ��____ � t5 FOR ADDITIONAL INFORMATION. DISPOSE OF MATERIALS IN A PROPER MANNER. - - - - � � I III I i iI '� � � � �� ' i ; , i �, 6 REMOVE EXISTING EXTERIOR GLAZING. DISPOSE OF IN A PROPER MANNER. I � I i � � ' �F C , � � 0 � � � �Q��' !0'�.� REMOVE EXISTtNG FIREPLACE, HEARTH, DAMPER, FLUE AND RELATED ASSEMBLIES. PATCH \ � —T I � � � O '� avD REPAIR ADJOINING AREAS AS REQUIRED TO MEET ALL FIRE AND CODE REQUIREMENTS AND I � I I I � �' GARY M. � . - - Tt ACCEPT NEW FINISH TREATMENTS. DISPOSE OF BUILDING MATERIALS IN A PROPER MANNER. i I � i , , � , � * � ADAMS � * I _ I � = MOVE EXISTiNG BALCONY RAIL SYSTEM AND PROVIDE SOLIO BLOCKING FOR ATTACHMENT OF � � ' I I I I l/ �{+ - 1016 � ' "� _ N RAIUNG SYSTEM . PATCH AND REPAIR EXISTING WALL AS REQUIRED TO ACCEPT NEW EXTERIOR � EXISTING CONDOMINI M i ! C' � w ,' - J FINiSHES. DISPOSE OF MATERIALS IN A PROPER MANNER. UNIT A � I � i1 ' � f� AR��`�� - - - - + - - - - - -�- - - t - � - - - - - - - , - - - -- �-�; -- � _ _ - - E � ,�► � � 19 REMOVC EX� STING 4( IT(;HFN �RESTA.URANT EQUIPMENT DISPOSE pF �N A PRGFrR MANNER. i � � i i ' II IM i � ' �� I � � � � � i � . " ' � VAIL � � , � � , � � � �� L�J� ; , , I i � � ' � , � . . � , � , � , � �� —� _ __ _ o � MOUNTAIN � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ � �� i � .. ; � � � . - - - - - - - - - - - - - - - - - , . - - - - - - - ,. , - - - -, � - - - - - - - - - - - - - , � - - - - - - - - - - - - - - , � �: - - - - - - - - - - ' � _ _ � � � _ L � - - _ = = � I I I�I � II I�I 1 � � � ;1 . ._�r � _ � � — � � � � � � _ 1 I I I _ 1 I - . `� - - - - - B LODGE II _ _ _ _ _� I 1 II II _ _ ' _ _ _ _ � � _ _ _ ' _ ; � _ : ! � � � � - - - � - - - - - -� - - - f ' , � � ; � -� - - -- - - - - -� - -- - - - - -- - --- - - � I I I '� , � . , , , , , , � � � - - - - +-- - - - - - �- - --�-- - - --�- - - � - - - - - - -- - � - - - - - - - ';-- - �_ -- - --� EXPANSION AND �, � i ' � � � � � i RENOVATION � � , � 7A 8� 8A 9� 10 11 12 13 I : V I T . I f i ROM❑ EE TOXI EW Rp❑ F QS REQ' D. E A S T M E A D O W � � r, I � . � DRIVE :; � �� VAIL , �� r: �; ' COLORADO ; � y, �, ; � �� CORE AND ; �� SHELL BUILDING z �� PERMIT ( PHASE � �. 1 AND PHASE 2 ) ; �� }: �: b` - E � . � �� KEY PLAN � PENTHOUSE FLOOR �` DEMOLITION PLAN '� ' 4 �k . E '. � q: � DRAWN BY JEO - `� CHK �D BY R: �G " SHEEf FILE A2 - 6 . DWG �. � COPYRIGMT 2000 BY DAVLS PAHfNER$HIP P.C. �'� SMEET NUMBER: a � � � PENTHOUSE FLOOR DEMO PLAN A � - � rP � A2 - 6 � i A2 - 6 � � � „ = 1 ' - 0 " 0 4 ' 8 ' ' ' , �� D . P .A. PROJECT # 0022000 s � �- . , :. . � :. _ .. . ". _ _. . ' ' � .._ -. - � . . i �. r F ' .. . . . � . .� ��" - . . �: i.� �. . � �. � '' • . �. ' . . � � a • .. . . . � n . i . . _ . _ . . . - . -q � -. .� . . _. . . .. : - . .. . . . . . � . . . . . . _ _ _ . _ : � � � . . . . . - �. . :� .. . .� _ _ _ _ _ __ _ . �. . .n. _ - : '-.�. . ' . . � .� . .. . . i - . . � -_ . . .. �. .: .� ..y . - . . . , � ' " . ' .. � �:i. ' . '�f ' ` �' .ar� � •. :. . :.i v .- .. .v� ' '. . � '-a. ' l � :� � � 1 ` '.1 . � .L ll'. � � .1 � :�' _ ;M,. r � '.�1.: 7EJ 'N �� - ,�'�! 'k,�' e � - i ' � 7.. !-� � . i :� i " ' i. � ' �P. � ' ' ��`. .+ '-,,Y�. _ nJ" -irpl .. y: _ � `.�' J. a - `. . . .� .6 _ i 1 :��;•�.�y-' ".�^+�v .- .f y;.y. '.'i y Y.�� : ' - N� E'. :� �y � 'i .! ' v •�� .7'7. .'C ' n .f . +t ' ry 1� +5 ,.- ' F - i r f q -0.'. e� .Ai.�: .Sw7s- . kV� °• r y �'r �: ` �:. ( . � ' F � ,P j'y['_+ 'p - LT. � . '"�+ - � �:: �Y . �♦.^f � � -� � t. a �yy� ��''¢M. F' . i :� 2S�F .�� ,'l . , 1 -1 � � . '�f ' :.�' '4 i � "E� �! . . .� ' -�cYN!dyl � . _ . .va '�, . M� \Y' V .� q. ' . _ 1 1. g ' P . . . . . . . . �n . . _ . . _ . _ . _ . ��'S�. . . . i . . . . _ . . . '�Y- � �'�� 'rF�e I�'� f+�� -�.'.�� ': � . . . , . „ 'o �i+'!�. �'1 .�i . ^� . . . . . � w � . ,� � Ah .a - . � ��t?�f'1�� r* � � �� - J �� . . He�7a�! 'd �.... . . . ' � ' • - � Archit ts 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 RE� PLAN 303.861 .8555 F.303.861 .3027 � ,_6.� 0137 MAIN STREET . UNIT C106 cANGRETE SLAB ON +4 X POST OFFICE BOX 2711 METAL DEGK AT �'-0" EDWARDS, COLORADO 81632 RE� PLAN RE� PLaN �� VARIES 970.926.8960 F.970.926.&961 3/Ib" BENT PLATE a ,� DRILL b" AND ' � GONTIMJOV�'.�. (TYPIGAL MMINUM . ('fYPIGAIa EPDXY RE� ARGH. AT RID6E AND VALLEYS 9" AT AS REQUIREDJ ERGH I/4 EXISTIN6 PIPE METAL RDOF HEAM GOLUMN ' RE� PLI.N • �_ • • STEEL BEAM — s — : — s i� S •� i i � � � k �, E�BEAM DEGK. RE� PLAN � VARIES • RE� PLAN (TYPIGAL) STEEL BEAM �AM� STEEL RE� PLAN t14" PLATE RE. PLAN RE, ARGH. i . o • o i _ � _ ■ _ �_ . RE� PLhN e e ° e � � � O ii . O � ` (2I-3/4"m BOLTS i ' .o O �t EL�BEAM �EL�BEAM EXIST�N6 L4X4XI/4X0'-4" EXISTIN6 V2" SHIM AND EXISTING PIPE RE� PLAN ' ��TE ONE SIDE YVITH I/�"m �� GROUT GONNEGTION PL^TE GOLUMN 1 WALL WALL STEEL BEAM 5/16' X 10" X O'-5' � L4X3Xi/4 EAGH SIDE X 4" EMBED EPDXY � � ��;N EAGH SIC� INIT+i (3)-3/4"m BOLTS ANGFiOR 1/�"m x 4' EPDXY ANGHOR - EMBED PLATE STEEL SHIM PS `�l-afi HBLE� � RE� 8/SI .I � REQUIRED - V.7ELp IN BEAM STEEL BEAM TOGETHER RE� PLAN ' a NOTE - WHERE RE: 8/51 . 1 WALL IS LOWER ' PROVIDE T5 4X4XI/4 SECTION A - A S � CTION 1 � SECTION 13 , �°"`�'� `�`-� ""TM "�� xs� x °�_e 'n� S � CTION 1 . , • �, �� .� BASE PL/�.TE WITH � 3/4• � i �-o• 3i4" = i '-o' tI (il- v2•m x 4" ISSUE/REVISION DATE NO. . A S � C T I O I `l � EMBED EPDXY ANGHOR 3/4" • I'-O" ' 3/4• = i �-o• CORE AND SHELL PERMIT 5115/00 I/4' END PLAT'E (TOPJ S � C T I O I V J RE� PLAN 3/4• = i '-O' (4)-3/4"m BOI_TS STEEL BEAM GONGRETE SLAB ON STEEL 9EAM �' PLAN EXISTIN6 GOLUMN RETPL N�K �, � RE� PI.AN (TYPIGAL) EXI5TIN6 SLAB, �'N RE� PLAN .1015T AND �� r.�qg GONt�GTION PLATE i GpNNEGTION PLATE BEAM � ON METAL DEGK I/4" x 6" x O'-8" � 3/8" x b' x O'- il " STEEL BE/WM ST�EL BEAM 3� 4" �� RE, PLAN i METAL DEGK I EXISTiNb GOI�IGRETE t� bg�-0" � i RE� ARGr+ RE � PLAN 5L/�.B. METAL DEGK i i ��'��'�� AB � NOTE- AT SIMILAR a NERIFY) I AND JOISTS j P�ETAL DEGK. SEGTiON GONGRETE T � � � � i• , REINFORGED WITH yrqLL IS FULL HEIGHT i NI.YV.F. RE � PLAN � i i ` i i i i p — ' ■ � t � iia \ `— STEEL BEAM � _ , _ , � � \ RE, PLI.N � � I �Ir2' GAP PLATE STEEL HEAM � WITH (4)-3/4"m HOLT5 i EXISTIN6 �' �-�'N GOhIGRETE � � ` STEEL BEAM /4 DRILL 4' AND EPDXY y.�qLL (2)-3/4"O BOLTS , , •3 X I '-6" AT I '-6" SLOT HOLE IN BEAM i I RE� PLAN i INTO EXISTINb SL/�.B ' I STEEL BEAM � . � A � JL6X4X3/8 WITH R6 PLNN S . IS. oe i /'� STEEL BEAM (4J-3/4'm X 4' l� �� Q � RE� PLAN EMBED EPDXY ANGHORS �+4�,1QVlnRJ � �11��— � a SECTION 21 SECTION 18 SECTION 1 � SECTION 1 � SECTION � SECTION 2 ' . ; 3/4' � I'-0' 3/4" = I'-0' 3/4" = I '-0' 3/4' = i '-O' 3/4' = i '-O" 3/4" = i '-O' � � I /4" STIFFENER PLATE � VA I L METAL ROOF DEGK EAGH 51DE RE : PLAN �, pLp,N �— GONGRETE SLAH ON GONGRETE SLAB ON EXISTIN6 GNR/ STEEL GOLUMN METAL DEGK � wirH in. B^� �� AN �°�� M O U N TA I N METAL DEGK SHEAR WALL I PLATE WITH (4)- ON METAL DEGK RE� PLAN t2 I/�"m BOLTS / ' 3� ■ — : — � �� a � a� � � a — L— ' _ � _ ' i_ a RE� PLAN INTERI`1EDIATE ■ t — a.— a —Ji — a GONGRETE SLAB (VERIF'(J BEAM. RE � PLAN � A�H W TH BEAM BEYO I EXISTIN6 GONGRETE �' �H 64�_9� LODGE RE. PLAN i � SLAH, METAL DEGK NERIFY) IAND JOISTS BEYOND RE� PLAN , - TOP OF T � � � � � ■ � � � � _ _ � t� YT t � R � I STEEL BEAM STEEL - - �� P�^� �^M , � , �. PLAN � ��' EXPANSION AND � , r STEEL BEAM � � � RE� PLAN i ` ° ' STEEL BEAM (�)-I/�"m BOLTS I � (�J-I!2"m X 8" ♦.NGf10R BOLT SHIM AND 6i20UT RE� PLAN RENOVATION � (SLOT HOLES IN BEAM) (SLOT HOLE IN • ` EXI5TIN6 STEEL BEAM �AM� ° � EXISTIN6 SLAB, 3/8" END PLATE ` I/4' STIFFENEft I , JOIST AND BEAM TMP�G� (TYPIG�.0 � I � LbXbX3/HX CANTINUOUEa PLATE, EAGH i • � WITH 3/8" STIFFENER 51DE GONGRETE WALL I/2° GAP PLATE WITH i � STEEL BEAM r'LATE AT � '-8" AND RE� I/51 .1 . , . LbX4X3/8x0'_4" (?J-3/4"m BOLTS � RE, PLAN 3/4"m X 5" (EMBED) � �PDXY ANGHOR AT 1 '-4" STEEL GOLUMN GONNEGTION PLATE E AST M E A DOW STEEL GOLUMN «T GELLS) WITH I/2" BASE I/4' X b' X �'-0" S � CTION 19 � � �AN SECTION 15 �ATEWITH (4)- S � CTIOI V � SECTIO1�l 3 I/�'m BOl_T5 STEEL BEAM DRIVE RE� PLAN 3/4' = I '-O' 3/4' = I '-0" S E C T I ON 11 3/4' = I '-O' . 3/4" = i '-O' 3/4' = i '-O' �`°�� VAIL , COLORAD METAL ROOF 4" � �c O� DEGK. RE. A7 2'-0' 'ry PLAN i � GONGRETE SL/�.B ON STEEL BENM - METAL DEGK 4" RE= PLAN �, q�H. RE� PLAN 8� NOTE - AT SIMILAR � ON ETAL DE-GK CORE ANp RE� PLAN RE� PLAN METAL DEGK STEEL BEAM SEGTION NE1N BEAM I RE� PLAN ; � RE� PLAN GAP AND BASE PLATE BAN�D DEG�OMITTED � RE� PLAN i RE� PLAN WITH (4)- I/2'm BOLTS FOR GLARITY SHELL BUILDING 1 I Hl � 1 � f-� t -+�Y - i " ^ �� - ' -' - ` � - - PERMIT (PHASE 1 , � � - - STEEL BEAM � � RE� PLAN � ' � GONGRETE SLAB ON 1 I 1�'�TAL DEGK , . , �. �.AN EXISTINb STEEL BEAM AND PHASE 2 ) , ; � < � i I i GONNEGTION PLATE i L4X4XI/4 � � � x — 5 — � �- � �- : I/4' X 8" X O'-b" � rD TO STEEL BEAM 3/8" END PLATE - T(PIGAL • I '—O ' RE� PLAN i EXI5TIN6 PIPE GOI_UMN a • (�)-3/4'm BOI_T5 I/i' 5TIFFE�R PLATE ` EAGH SIDE 'J/8" BENT PLAI'E • WITH 3/8" STIFFENER GONGRETE WALL STEEL BEP.M STEEL BEAM AT �'-0" AND 3/4"m • ° • RE� I/51 .1 RE� PLAN �, pLAN X 4" (EMBED) EXPAN510N � ANGHOR AT I '—O" S � CTION 2 � SECTION 1 � SEGTION 12 SECTION 8 SECTION � 3/4' � I'-0' 3/4' � I '-0' 3/4' � I '-O' 3/4" = I '-O" 3/4" = I '-O" DRAWNBY ECW CHK'D BY PDM SHEET FILE H:WCADJOBS44818 COPVRIGMT 7000 BV DAVLS VMTNERSMIV P C ' SMEETNUGBER S3 . 1 D . P.A. PROJECT # .�� .1.� ..�i�._ .�� .�'_• ._.!z.d�r.��.iy„ �� . _ ~ ar: „ � . . . . _ ' . - . . . , . . ��pp�� - �J r:w�...r_ L��.1�'� !."i . . _ � 7- . . _ . . , . . . ' a .ia•0� .� . ;�+ 1. 7-�Li7�7NMF!+`�� _ _' � � e. _ � _ � r �• �' ( , � ' • - � Archit ts 2301BLAKE ST., STE. #100 DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3Q27 0137 MAIN STREET . UNR C106 POST OfFICE BOX 2711 EDWARDS, COLORADO 81632 970.926.8960 F.970.926.8961 � 8 a l � 1 � 1 � 13 � � , '-� " I � '- �O" 6 '-O" i 10�_O,� i 6'-O" i ��'-O" i �3'- 10" 10'-� " I i � � � i i i i i � I I I I � � � , , , - - -� - - - - � - - -}- - - - - - - - - - - � - - - - - - - - - - - � - - - - � , i , i � I I I I i i i � ' I I ° , � � , - � j o,-E, � � i. r�+erisHZS r�or ori-i[-+xwise ' ' ' ' LABEL ARE WBXIO. � ISSUEIREVISION DATE NO. _ _ _ _ -. _ _ _ _ _ E.�ST AND WEST 51DE5 OF ~ —� . - _ _ _ _ _ _ — _ . _ _ }�f I � — — � � TOY'ER FRAME THE SAME - — - � - — - — - — ' ' ' ' o.s rioRTH SiDE sr+owrr � � CORE AND SHELL PERMIT 5/15f00 � �� INDIGATES RO ! SLOPE DIREGTipN i T6 bX2X1/4 � i W14X�6 T�B GOL � �0�1 '-O � - — - i i I �Y Y ^ W I 4 ^l ,�j� i I i _ I �6 � � � �b7� I 0 I I I/�' - 20 bH � � y X '� �'. METAL ROOF �� Yv X 4 � � � fV � DEGK. (TYPIGALJ ' I - I � lr+o2i ZI I 1V 0 � I } 0 ,0 � � � x q' x I � o I, � - i i i \ - �� - - - � � - - -- - - - - - - �- - - - - - - - - - - 1 - - - - - - � J' ' 4 � i �� — � i 0 xi x � � , , � X i X � ' � ExiSTI 2 I/�•m � � ! � EXISTIN6 I� � n N STANDA PIPE I I ! ,� . Iri . vo � , � MI4X1"i.� ' 3 = �"IBXIO WBxip � ` . XISTI �,pLUMN '��3ELOV� � i r � � �o,_b - - - _ - _-_ . - - - - - - - - - - -r- - - - - - - - K v�1y � ISTii�b 3 I/2'o �/ �� ✓}9XI�j g� ` wBxi I EXISTIr�b 3'm ^ � � I ry �`,l�-�� ,X� ANDARp PIPE ' � STANDARD PIPE � . . �,.;, ...� UMN (BELOY`U I �� ' ' �. GOLUMN (BELOV'U � � . . . . i i N8 I i i i i P I i —� - — - - - I � ~� � � I I — - ! Ex�5T� N6 - -- l -- � i i ' .. .� - — - — - — — - — - — - — - — - — — - - - — - � 1"�1 � c i i i ' �b _ll_lr2 ' 91Y1R'r' - — - — ry �..� _ _ _; _ _ � o � _ rt _ _ M,4x„� i _ _ _ _ _ _ _ _ _ _ _ _ , VAIL , , � p , p �� ._o.� � , , � ; � � ' ; y � _ _ _ _ _ _ a _ _ _ _ _ _ _ _ _ _ _ � : _ _ _ - � � � ' ' ' MOUNTAlN ' ► � i '� I ; ; � E ST�NG 4"m � � ' �' Ex�5T�N6,Q i/�•m � � ' � 5 DARD PIPE I I I STANDARD PIPE I �° L � DGE C' � fBELONU ; j � I GOLUMN (BEt_OhU I I I � � i i i i ry i i - I. _ _ _ EXISTINC� W14X34 XIS W14 � � - — - — � — - � - — - — � — - (I I�'-9 9/4'J (� 11' 3 3/4'J - i Y I � I I ; ', b �� i � EXPANSION AND I 4'm I � STANDARD RE NOVATION I I I PIPE � I I I/� " -I 20 bA � E � - - - 1 - - - - - - L- - � - - - - - � - -L - - - - - - - - - - - L- - - - - - — T,4t'-R06F-DE6iE - - - � — - I - — - — - — i — - � - — - — � — - � - — - — - — - — - — � — - — - — - — — —� — — - I - — - — - T E — � � � � � � n I I I d1 d1 Jf N J1 � � � � � � � � � � � � � � � � - Ex,gr,►� ��m � EAST MEADOW I I I � � � � � � � � � � � STA�� P�� DRIVE GOL (BELONV N i I I I I i W � W � W � W � W � W i � L Q I I I - - - - - - WI�XI4 `l04'_O") - l^�LD T�O EXISTING — - - — - — - — — - � � � ' EXIS NG WI X2� I2XI � �AM - - - - - C —,` - � - - - - - - - VAIL , COLORAD - - -- - - --- I r oa�-o 1 5. : I .� + \ , - - - � ' I � - - -;- - - - - - � N i i!2" X �O 6A � � � � � i � � � METI.L ROOF 5 4X4XI/4 511/� ` � � DEGK p - i i tUMN TO EXISTI�I \ i� XI � � � � i i i i i . i �x� +/ `� � � �� i 19 � � , � � , � - - - �� "� � I �� XI IX �x� �.� � CORE AND - - -a - - - - - - 1 - - � - - - - a - - -�- - - - - ; - - , - ' x'h ,o +� �x � - , - - - - �, SHELL BUILDING , „�. _ �o b� � . �k � N +�° - � � � PERMIT (PHASE 1 METAL ROOF DEGK ` I� ; T5 4X4X1/4 ; ` - �„�� - -, � � �o (TYPIGALJ AND PHASE 2 ) m��c�w , �, � �- � - � \ , , � i i �_ �: �,� � � � � � � � � � � � � � � � � r�" sca�e, ve^ = i •-o. DRAWN BY ECW CMK'D BY PDM SMEET FILE H:IACADJOBSM818 COiYAM".M 20D0 BY DAV 45 PAR'1Bi5H�G P C SHEET NUABER S2 . 7 D . P.A. PROJECT # � . .' '_ . . _ -_ _ _ _� �: ,Li_ ae==1� _ i._ s�s_ . f..°,n�-r 'n.� '_.' �_1' _C�_. _� _ �✓�� :..i3�� - - - . . . _ . . . . . ._ . . " "_ _ " ' - . . .. . _ . . , . . _ . . . � . ..�. . . . . .. .- . � ' ' �� " ' = JV �i �.r... . _ twtu.n � i .:�.. .. _ � .� � ._-�sa_•_... - �:.J.li '. �f.. � . � � .. � - � e i ; � I � I ' . ' • - � Archi � ts �� 2301 BLAKE ST., STE. i/100 DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 •� POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 i 970.926.8960 F.970.926.8961 � 8 9 l � 11 12 13 i 9'-2" i 12'- 10" i 6 '-O" i 10'-O" i b '-O" i 22'-O" i 23'- 10" 10,_� „ .: I i i i i i i i i i , I II i i t i i i i i �. - -�- - - - - - - - - - - � - - -}- - - - - � - - -}- - - - - - � - - - - - - - - - - � - - - --� - - - � : � � � � � � , � � I : i 1 I I I I I I I ' z I I I O !' � � I I I I 1 1 I 1 I I I I I � i I I I I I 1 I ' - � - - - � - - - - - - 1 - - � - - - - i - - � - - - - - 1 - - - - - - - - - - - t - - - - � - - - - - - �I ISSUE/REVISION DATE NO. A I I a �n GONGRETE � I � � � � � SLA� ON I .O G22 � � � i il I 4 r�Er DEGK CORE AND SHELL PERMIT 5H5/00 � I TS 4X4XI/4 II � I I ��N�ED WITH I � i � �� bXb-� .QXW�.9 W.W.F. i i i . f I WI2XIA I � . � E� i i P� i i i i i _ � �� x � Q' ry I 0 h��' a wt�xi4 53.1 ��,P � ' .` E I ISTIN6 53.1 , i y�� i i i fV J` M 4XI"I.2 EXI5TIN6 TS 4X4XI/4 � (I 1 '-2"� � 2 I/�"m � WI�xl4 ry ' I STANDAR� x '•u i PIPE GOLUMN i i n i i i : �. I EXISTIN6 � WI�XI4 ; TS 4X4XI/4 � � 3 1/�'m � � ST.�NDARD i i � i i i � PIPE GOLUMN � XiSTIN Mi4Xl "I.� WI2X�6 — � - - - - - - - - - - - 1 - - - - -1- - - - - - - - - � � lioa�-e•o ' wexio - - -- - — - — - — - � � � L : ' �wi�xia , wexio 0 � � � , � � � I � , , r � i - - - iWi�w i EX N6MI4XI - I - - - - - ' - - - - I - - - - - - - }G ' . o ;u'� � Ex� nr� Ya++4 � � �� ' � ' - s ii � � /`;��^./�� f i i i n � J 10 ry \ . X ` Exi5TiN6 Y1 . �� ' � � I/2"m ' �- I � � STANDARD � � � P „ . , � '"� � EXISTIN6MI4XIl.2 (V � � � � - - PIPEGOLUMN - - - - I - - - - - - - - - - - - - - - - - - - - + � ' . - - -- _ - --! - - - n - 1 . N i i F , EXISTIN6 � i � ry - —r - - - ---� - - - - �- - W - -�-- P�� - - - - - � - - - - - - - - - - - - - - - - -- — � �--� . . � VAIL � � � � � � � a - � - - - -� - - - - W I - =� - -� - - - - - - - - - - � - - - - - - - - - - � — - - — — — - - - � '�� , ! �� , ! � ry MOUNTAIN . ; , i � � , I I I � (V � � � � � � � � �� - L4DGE � _ � _ F - _ _ _ _ _ - ' _ ' _ � _ ' I ' - ' - � _ ' � _ _ _ _ _ _ ' _ _ - _ _ _ - ' _ _ _ _ _ ' _ � - _ _ � � i ! � ' ' ' ' ' ' ' ' � EXPANSION AND -' - - - 1 - - - - - - � - � - - - - - � - -1 - - - - - - - - - - - L- - - - - - - - - - - �- - � - - - - - - - m El RENOVATION � - -�- - - - -� - - - - - - � - - � - - - - � - - -�-- - - - - - - - - - - � - - - - - - - - - - - � - - - --� - - - - - - � E � I I I I I I I � N � �I I �I � � � � � � � � EAST MEADOW � " DRIVE � � � � � � � i i I � � � � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - — - - - - - - - - , , � � � c VAIL , COLORAD - - - - - - - - . r - - - -• � i i i i t i � i i �� i . �i � ` � , `. `i m � � � � � � , , � , � ; I - - - - - � \ \ . � ,.�� ry CORE AND � � - � , � � , � � � , � , � - - - - , — � - - - ' _ _ II � _ _ -- ' - - '- - - - - ,- - - - - - - - - 1 - - - - + - - - - J ,q . � SHELL BUILDING � \ � '� PERMIT (PHASE 1 ., . \ �� - - - - - J� AND PHASE 2 ) � % �� i ��. , \ ,% : , � �Y •� � OUi�' T � L � �/ � L -� , , F � ,41"f I NC� PL �4N � j�/ sc�e� ve� - i �-o~ r,orES� I . (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION. DRAWN BY ECW �, TOP OF NEW STEEL BEAM ELEVATiON EQUALS (105'-'I I/2 ") UNLE55 OTHERYVISE NOTED CHK'D BY PDM � SHEET FILE H:WCADJOBS�4818 � COFMIGMT 2000 BY DAV�3 GARTNEA9HIP P C. � SHEETNUMBER � � s � � . � §� D . P.A. PROJECT # � �b �� i � f ' � ' • - � Archit ts 23018LAKE ST., STE. #100 DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNR C108 POST OFFICE BOX 2711 EDWARDS, COLORADO 81832 970.926.8960 F.970.926.8981 � � � ' � 11 � 2 ' 3 I � ��'- io" � b'-o^ ; io�-o^ , v�-o• , �� ,_o„ , �s�- �o" io'-� " � � � � � � � � � � � � � � � � � � - - - - - - � - - -� - - - - � - - -�- - - - - - - - - - � - - - - - - - - - � - - - - -�- - - - -- r� � � � � � , � � I I. , � � , � � � � , � o � � � � , � , � - , � � � ' � ' ISSUElREVISION DATE NO. — - �- - - - � I I � 4 ��TE � � � CORE AND SHELL PERMIT 5115/00 � � 4 ' � 5LA� ON I .O G2� � � ' I TS 4X4XI/4 II ' METI{L DEGK 53.1 I REINF�ORGED WITH I � � � 6X6-+'i�.9XW2.9 W.W.F. i � � i • WI�X19 I _ i 7,Q' � - - - - - - - - i i i j ��" � ry Wt2Xl4 ' 4 ?' I I 0 i tq` - 53.1 �yP i � � 53.1 " ' WI�%14 ' TS 4X4XI/4 � � � IV � � I 53.1 � ry i i i IS ; T5 4X4XI/4 I I ExISTINb i 5"m - - - - ' STANDARD ' � � �i Q ' � � I PIPE GOLUMN . j! X I 53,1 I ry y.�XlO '� - - - - - - �_ ._-- - - — - — - - — - — - — - L � 6 Q II H X EXI�TING 3 I/2 "m YV6XI0 X �i � (V STANDARD F ry ' ' - , W ; PIP� GOLUMN t11 13 � � Oj � i0 0 EXI5TIN6 3 �'� - � cj� �L�. 00 _ � - — - �4H5- — — - I - -� - — - — - -- - �-- - �-- — - — - — - — - — - - I � +. �+ ��\l� ISTIN6 11,,l�'-r��},\(�n � �i � / ��XI6 XIS INb EXI5TIN6 14M5 EXISTING 14H5 � � \j i � �D .JO T (VERIFY) (VERIFY) � ��`I . . � I H X , XISTIN6 '' - . I s rv n � X � 15T 6 � n �n : + " '••, I i W X b' ' - - - - - - - � - - - - " - - - - - - - - - - - - - - - - - - - - - - --- - : - � i � i � i � 'I � ry _ _ _ _ _ _ _ 1 _ _ _ _ � _ _ _ _ ., _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p � VAIL _ _ _ _ _ _ _ a _ _ � _ _ a _ _ _ _ _ _ _ _ _ — _ _ _ � � � � � � - - - - - -- - - - Ex�sT�� .�,ST - - - � M O U N TA I N i i i � . EXI5TIN6 JOIST XI 1 IST `fl i � � i i i EXi ry f�`I = b �'ST ; - LODGE . i �D� Ex�ST�NG Q � JOl57 � � (�1 � � � � ISTIN6 JOIST F _ ry I ,�- -I I — - - — - - — - — — - - — - — - — - — — W12XI9 7C -� - — - � �, - - - - - - � - - � - - - - i Q � I 95�_�� , EXISTINb r EXPANSION AND � � �,2�m � STANDP.RD -- - - - - - - - - - - - - - - - - - - - - P�� `°`-�" RENOVATION - - � - - - - - � , � � � � — - � i - - - - - - - - � - - - - — — - - - - - - - - -- - - - - - - � E � i i i � ; � 4 ry � I I i � � i ,vP� '� ��' EAST MEADOW � , � � � y,� � � X , � I W s�.� � i il � , , , 3.m � DRIVE + STAN RD EXISTINEa i � I I I PIPE 3"m xi I — STANDARD i i i , PIPE E ISTIN6 14H5 EXI5TIN6 14H5 yy��X _ - - - - - - - �;,-i - - - - - - - c VAIL , COLORAD � E STIN6 14H5 EXISTIN6 14H5 EXI TIN6 14N5 EXISTINb 14H5 XIO WBXI t� � � EXI TIN6 14H°S EXISTIN6 14H5 4 m i i i i WBXI XIO S�J.I `� � � �� ry CORE AND ' � � � � � �— � n s3.� '0 n - -I - - - - - - � - - -�-- - - - - � - - � - - - - - - - - - - ; - -- - -- ry - -- - -- -- � � , �x� ; �X,o � ; � SHELL BUILDING A PERMIT (PHASE 1 �r,� , ry+� � �4 v'` ,�� W'�x'9 AND PHASE 2 ) � � � , \�� TS 4X4XI/4 �� \� frwic�U j . � ! `\ i� �. ;� �V i/ / ��` / T � I i� D � � OOi� F � � 1`�11NC� PL ,4N ]�1 sco.�e, ve. � , ,�. rrorES� I . (XX'-XX') INDIGATES TOP OF STEEL BEAM ELEVATION. DRAWN BY ECW TOP OF NEW STEEL BEAM ELEVATION EQUALS (94'-"1 I/� ") UNLEc.f� OTHERyy�c,�E F�pTEp CHK'D BY PDM SHEET FILE H:IACADJOBSk818 � COPtttIGM Z000 BV �AV4S PARTNERSMW P C � SHEET N;AA9ER � � S2 . 5 §� D . P .A. PROJECT # �d � � � � ' � � ' . - • Archit ts : I 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 970.926-8960 F.970.926.8961 � 8 9 1 �L 11 12 13 � �� I � } " 9 '_2° i I �'-�O" i 6 '-�� i ��'-�' i b'-O° �2 �_�� i 23'- 10" 10�_�� I . I I 1 I I I � I I I li i I I I I I � 1 i - - � - - - -� - - - - - - � - - -�- - - - - � - - � - - - - - - - - - - � - - - - - - - - - - - + - - - - -� _ - - - - -� � ; � , � � � � , , i ! i t . i � � � � , � � , � , l' I � I I a i i I � I I � I i - I � � I I I I � I I - - - - � - - - � - - - - - - - - � - - - - 1 - - � - - - - - - - - - - 1 - - - - - - - - - - - t - - - - � - - - - - - � ISSUEfREVISION DATE NO. � � � , � � � � i i i i TS 4X4XI/4 4 I I T5 4X4XI/4 I CORE AND SHELL PERMIT 5H5/00 � � $3.1 � I I� � � � � 4 I/2" GONGRETE � � � WI2XI4 SLAB ON I .O G2� ' TS 4X4XI/4 METAL DEGK �, - - - - - - - - - - REINFORGED YVITH i i i � � \�\vP P WI�XI4 6 46'YV�.9XW2.9 WY/.F. 0 � � ; 4 X � �j �0 � � I 53.1 ' WI2XI4 ' � 53.1 \ p�� (V II I I �Xy �� 53.1 _ __ _ .I (r � � � � ` � ; i i i � EX�STING 5'm � I I ' GT NUDMNRD PIPE EXI'STI � fX`I Q ' i � � ST ND RD PI - � UM � WbXlO - - - -� - - - - - , - - - - - - - L I XISTIN6 � �I1 WBXIOR Z Q � 5 X EXISTIN6 14!$ EXISTINb 14H5 ' � � I ' I 12 11 fx`) I YV8X1 I O `��,. � , •. i :, � • r ^.ii��. Ir I �' �'� x ; � � EXISTIN6 14F$ EXISTINb 14H5 , ^ ExISTING �' �v W _ � � ;, — - - WBxlO �� 10 ViB 15 Ex15TINb TS bJCb - — ` - — - — - — - � _ 7 _ I�i. oa W12XI9 ISTING (b5'-b I/� ") ° j� � � y i�xib � . _ / \ V , ��) I - �' � � Z EXIS IN6 4"m y / �4 TIN6 14h$ EXISTINb ' �1 �\�'�� 1�L�`� � - Jl �1 5TA RD PIPE � r `�.1 ��!��,Tfw " X GOL �i �. EXISTINb ifl I W R �/ PE � i Ex15TiN6 14F6 �NI� EXI5TIN6 14h6 � � � . � � �„ �� — - ISTI X ` RE E ISTINb -- - - — - — - — - — - - — - — - — - — - -- - - - -- - — - — �'t � � ; JOIS A AM5 � WBXIO THI ARE IS N6 I EXI5TIN6 14H5 N I I �� - - - I - - --- � - - - - - - - - - — - - - - - - - - - - -� -- - - - —�- � 1--F 3 �°x'° � VA I L � ISTI N6 14h$ EX15TI N6 I p I• - - � — - — � -- - - - - - - - - - - - - --- - - - — � 53.1 WI�X2� — - - � � I I I� EXISTIN6 E,x�5TIN6 14F6 EXISTINb 14H5 � MOU NTA I N � , �., , � �.f� EXISTiNb i4F6 EXI5TIN6 14H5 EXISTINb i5T '� ' ExiS � � j Ex�s�f�Nb 5"m r- ' ' � � p ry � � 85'-6" . JOIST ; _ � " � �� , �� EXISTIN6 � (� � 7 ry LODGE i W � n X i JOIST � _ i ' �� ISTING JOIST f ' — �' I' - - - - - - - - - - - - - - - — wi�xw X - - ' - - - - F r - - - — - - , - -y-- - - - - , - - I - - - „ - - — — � � - � v i I � � ' "1 r � , , , EXISTIN6 , , Ex�ST�� EXPANSION AND �I I STANDhRD - � �1 5TANDARD � PIPE GOLUMN PIPE GOLUMN � - - - - - - - - - - - - - � - - - - ��- - --- - - - - - - -- - - - - - - - - - - - m E � RENOVATION � - - - - - - - - - - - - - - - -�- - - - - - - _ -- - - - -- - - - - - - - - - - - - - - - - - - - - - � E i i i i � i _ � i 4 (V � '� � P� � io �,.v 3 � s3.i , � � � �% X �, �� ., � � � EAST MEADOW ' � I,I W I EXISTIN6 14H5 � ; N i ' ' �85�-� '' � DRIVE I I � � � EXISTIN6 � � Y EXISTINb 14H5 4"m XI Iil STANDARD - I/�") � � � � �i E ISTING 14!$ EXISTING 14H5 P'� �L� � � - - - - - - - - - - - - - WI�X � _ - - rt - - - - � '� - - E ISTIN6 14h$ EXISTIN6 14H5 x, '°s`��rt VA I L COLORAD I I '� ' - EXI TING 14F$ - WBXI � 9 � EXISTIN6 141i5 Y EXI TING �4F6 EXISTINb 14H5 J 4 m i i i � : XIO c� � `� ' I I � �85 _� �,� � � . 6n " CORE AND co�uMrr � -' wexio� � in _ . - -- � - - - - � - - -- � -- - - - — - — - - ry I i � - - - I - - - I i i � �-- - - - - - - � _ _ ' � _ - - �- - - - - - x �x�� SHELL BUILDING m � .., EwSTiORGED +\ � � xi N �\�.{'�\1r�' �� ST �,� a �„ , , ' ��h PERMIT (PHASE 1 ` , X � ,�+. ' ; �B��X'9 n , �°�� AND PHASE 2 ) � � �+. x, = � . � +,o �� . � , �, % � , ., � , +% ��y±,n e�'61'�q ryk � � � ��i J ? � �� I I/�° - �O bA. META.L ROOF WIbX40 (BENT) p�K 18 �.I S � � OI � ✓ � i�.� OO � F �' �, 1"1 I 1�1C� fi� � ,� N DRAWN BY ECW :�V SGnLE � i/H" = i '-o" CHK'0 BY POM � NOTE9. SHEET FILE H:L4CADJOBS4t818 � i . (XX'-XX') INDIGHTES TOP OF STEEL BEAM ELEVATION. TOP OF NE/N 51'EEL BE/�.M ELEVATION EQUALS (HS'- I I/2"J COPYRIGM20WBVDAVISGMTNERSMIPPL. ^- UNLE59 OTHERWI5E NOTED � 2 . GONTRAGTOR SHALL VERFIY SIZE OF AN EXISTINb BEAMS SHEEtNU�Ea� � AND GOLUMNS WHIGH IaRE APFEGTED BY THE WORK . � S2 . 4 § �� D . P . A. PROJECT # �g � tJ� � - � i � � I � � , � �s � ' • - � Archit ts �� ., ; 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 4 � V .J � SL/ � � � � 2 13 EDWARDSI CO ORADO 81632 � 970.926.8960 F.970.926.8961 � � •! , 9 '-2" i I�'_ 1O" b '_O" i 10�_�.� i b �_�„ �2 ,_� ,� � �3 �_ �� _� �� 1 J i� i � i i t i i � i i � I I � i i � � i i i i � ii - - -� - - - � - - - - - - -� - - --�- - - - - � - - � - - - - - - - - - - � - - - - - - - - - - - � - - - --� - - - - -- �; �, � � � , � , , � � , ., � � � � � � � � , , • , � I I � � I I I I I 1 I � i � � I I � � "II �4' NERIFY) � i i i i i .� � - - - 1 - - -r - - ��f� - - - - 1 - M - - --r - - T - Op - - - - - i - - - - - - - - - I E ISTING WAL..L TOP OF I — — - — - � - — - — - — . � � • i GONGRETE � � � �� i TS 4X4XI/4 8 j � i '-4" . � ' � ISSUE/REVISION DATE NO. j ss.i � � a v2^ coNCr�re � � � SLAB ON IA G22 � ME NFORGED WiTH CORE AND SHELL PERMIT 5l15/00 9 i i - - - ' - - - - - - � 6X6-W� .9XW2.9 W1N.F. i i i °� WI�XI4 � � � �, 6 9 I � ,t 59.1 i WI�xl4 � - 53.1 i i � fY r' l�'-4" NERIFY) �-�1 , Tpp pp i � , TS 4X4XI/4 i i r i � E�15TIN6 WALL �'4�_q � � �'F�'9� TOP OF , i `-�'� TOP OF i EXISTIN6 WALL � GONGRETE WALL � I - - - - - - - -- - --- - --- - - - - - - - - - - - - -� - - - - - - - - — - - — - — - — - — - — — i i �4'- 1/�" �*�� IIi I TOP OF - i � _H� � _9p � EXI IN6 WALL � TS 4X4X1/4 � � � I I E�STINb YVALL I E�XIPSTING I 'a Ii � i i ' � - - - - - - 1 - - -1- - - - - �- - - - - - - - - - - � - - - - - - - +� � . 6 � I I ' 1 I i ry - - . I II \ � v � .: � �` °� � � � �V �� " 1 I I � � 1 Q' �� ExISTI GONGRETE � -� 5LA8 METAL DEGK = ��1`["�� - - - - - � - - - - - - � - - - - - -�-- - - - - - ; - - - - - - - - � � - - - - - . N1 1 � , � � � � - � - ; ..�� - - - - - � - - - - - - 1 - - - - - -j- - - - - - � - - - - - - - - - - - t - - - - - - - m � � ..�:..�� , , � � � � � I4X4XI/4 YVITH � � - - �- - - -1 - - - - - - � - - � - - - - � - - - - - - - - - - - - - - - - - 1 - ��---- - - - � i i i � � � � i i EXPANSION � �'-6 i/2" . I ANGHOR AT �'-O" ' i TOP OF I EXI5TIN6 INALL 6 N VA I L �} � � � � � � Q- � p. . � vP we �o ss.i ; _ �� 6 \��,r � �` •fi � � � � �.� � �x�° � � M O U �l TA I N ExISTINb � I EXt5TIN6 �� u g,�� .��ST ,� F ; , _ _ _ _ _ _ _ - _ _ _ _ _ � LODGE ` I - - - — - - — - - — — - — - — - NEW GONGRETE p � � � � � i � i WALL � . ' � � � � TS 4x4x1/4 � ' GOLUMN �' � - - - - - - - - - - � - - - - - - � - - - - - - - - - - - - - - - - - - - - - - � E ! � I � 4 ia~ cor+c+�re � - - - - - - - - - --� - - - - - -a- - - - - - - - - - �� o� , .��_ + __ , � , - - m � EXPANSION AND �� M1�TAL DEG-� .2` q � � REMFORGED WITH ' �J� �6 '-O' ry i�, bX6-N1�.9XW2.9 53.1 TOP OF . ��.F. i � ��,� �.L� N VATI N � � ,6'-0• � � � s�ne F I N � � � � ' r , � EAST MEADOW � � - - - - - - - - - - ' - - - - - ' - - - - - - - - - - - - - - ' — - � c DRIVE ` � ,��F,- ; � � � i m � ' � ' ' ' ' ' ; n VA I L , COLORAD I I �i' ExISTING MI4XI'1.� (l5'-9'7 ' 7 i i i i � � � � - — - — � — - �_ I Ex15TIN6 WI�XI4 (l2'-3") ' ��- r =- _-_ - _— ,{ — _ �_— _-_— .- —— - _— — - — - - — ,�, n i � � CORE AND I �, SHELL BUILDING i, PERMIT (PHASE 1 � � \\ , AND PHASE 2 ) � Ff �l �, � I i� ST � LOOi� � � i� ,41"f INC� fi� � ,4N %'V scs.�e. iie. _ , ._o„ DRAWN BY ECW CHK'D BY PDM ' SHEET FIIE H:IACADJOBSW818 � COFYR�GHi 7000 BY DAVIS P�RTNERSHIG P C v � � SHEETNiIMBER� � s � � . � § '� D . P.A. PROJECT # � = 1, � '' -_ � • ., a • ' � . . . .._ . . . � ��: � " - �. . � . - � . : � ' . . �_ - . � 'i� . . . .' ., • . � • ' ' .. . . � - . _ - - a.. . - , ' wT ' ' '✓ . � . - - L7' . � L .: -. � . . � : .' 1 . ".._ ' . : '. . " ' . ,: _ 'j "C : . . . . :� '.. y,�_ ' ' . i7" - \n " �{�� .NO �. - _ . . .. _ - „�.., � ' . � . ' ^ . . - ' ' .'^ Y . . _ �. .. • :.:" �. ' . " . � � . ..� �.y . . ":. .OY .. . Y' . . _ "_ - . Y '.e� _l. .. Tkfk�115-1�� :r.�.ik �:�7.. .�'�• !SVe `� lin'1� �'�.4N� .r��. . p�e` ., .,. .. •1.`irll`^.F'�.✓�+. .Ls�V �n-� . . 3.�Y'Is� .h'iY . r.�n .IS�i4�5 . sC . � K4�......�._.� .uC:_ � S.-t <i` �;CA'G: f.:_:d:.SYF. : .- :'.0.2�? 'r � . _ . .�, ��. � : i . ' :. . . . _ . . . . . - . . . �"r , - . . , • � . . - . . . . . . �'. e+ -: . .. � - rf . . , � ' A :� " �9!°: �':C._ . . ~ � . - � .lYl'.� � ��" . . . . . . -.- , �. .. . . . ,_• " '� _ , - . . . . . , . _ _ ' . , . . . , , . � . . � . � . . . � . . , . � . _ .. . . .. _. . . . � . . e _ .. �� . !t _ . � � . . . . . . . . . . . . . . . � � ,,_ . . _ v - . . _ . . .. . - _. _ . - . - � 4 . . . e � . � . .. l �a . . .. . . . . . _ . . . . � •� ' I . ' • - � Archit ts 2301 BLAKE ST., STE. #100 DENVER, COLORADO 80205 ; 303.861 .8555 F.303.861 .3027 0137 MAIN STREET . UNIT C106 POST OFFICE BOX 2711 EDWARDS, COLORADO 81632 ; 970.926.8960 F.970.926.8961 �: � � 9 1 � i1 12 13 � ! I i i , Q '-2 " i 12 '-10" i b '-O" i 10�_�� b �_�" � �2�_0" i 23'-�O" 10'-2" : I I . i i i i i i i i i , i � � i i i i i i i � .. — - -}- - - - - - - - - - � - - -�- - - - - � - - �- - - - - - - - - - - � - - - - - - - - - - - { - - - - -', - - _ _ N ; � � , � � , � � I I ' � i � � � i � � a � . � I I I I I I I I I ! � � l � � � � � , � I - - ; - - - - - - - - - - ,� - � - - - - � - - � - - - - - - - - - - � - - - - - - - - - - - � - - - - � - - - - - - ISSl1E/REVISION DATE NO. � i i i , i � I CORE AND SHELL PERMIT 5115/00 { . i EXISTIN6 � i � i � i . INALL I � � j � I I I 1 I I I I � ° ; : � � � � � � � � � n � L 4X4Xi/ WITH � ; 3/4"m E ANSION -� ,, i i i 4 4" ANG AT �'-O" i i -. I ExI5TIN6 I '-O" �GONG WALL ! ; i i � i i i i i �. - - - , - - - -, - - - - - - , - , - - - - - , - - - - - - - - - - - - - - - - - - - - , - - - - -� - - - - - - - L � II I WIOX26 �� I � i EXI� TIN6 � ! b O _ .,,,^_ I W ,��' I WIOX26 2� 53.1 �r� � . .��L � y\A\ — ,,`��itrue��ry� .. � �al. �' �� I I I I I ��` • � , '. � � " - . : � - '1'WD � _ _ — _ — � �,a . .Y . . . — - 1 - �_ � I II — - I — - � - - — i - — - - - - — - — — � 5� OPENIN6 IN EXISTI j. t �j . ov ..� = � i i i i i FOUNAATION WALL, RE� ARGI� ' ' ,,.�„T � J I I WIOJC�6 �� \ � 1� 1� 11��a� II I � � � \ . il� i i i i i Q r•'� . WIOx�6 2T � . - � � �.•'�• � � . I I � ---- - — - — - — � — - - — - � - — - - — - — - — - — - 63'-6" - — - — EXIS71N6 B. � 1—I � � . �, :�..•• � —t�- - — - I � ' � � �� • lOx�6 �� GONGRETE ry C �i�.LL_ _ _ _� I I - - - - I - - - � - - - - - - � - - - — - � - - - �RETEYVf+LL 7 - - � 1—� � i i � � � 7 W'°x2° �� _ 1 ' VAIL -- - � - - � - - - - - - � - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - L4X4XI/41NITH jD 3/4"m EJ�ANSION � � � i � � i i � AT�H�AT �O'� � � NOTE� �/ERIFY T P OF WIOX�6 �� ' , Ex'ST'� �� MOUNTAIN WALL LEVATIO PRIOR 4 I/�" GONGRETE -- - - - - -o - ' ✓� i i i TO STEfL FABRI�ATION. SLAB ON I .OG2� i i 6 �P' n - - _ _ _-� -�TAL W�OX�6 2� 53J RL9NF ED WITH ��'\v '� � ' � 6X6-V'/�.9XYV2.9 P � � i i i � i I W.W.F. �.Q� 6 , WBXI i fV _ � ry�� .� _ _ _ _ _ �4X�E��°� - LODGE ANGHOR5 AT �'-O" - - - - - - , - - - - - - - ,- - - - - - ,- - - - , - - - - - - - - - - - - - - - - - - - - - - � F 65'-O" � ExI5TIN6 I O _q W�OX26 �� I i Ex15TIN6 8" � . I "• I � o coNGaerE ' '� ' "�"�" �9TIN6 W�.LL W1OX26 �� ' ; � �` � EXPANSION AND � �� ' o�-o ��• ' '"'^'-� a E 1 - - � ' - - - - - - - - - - � - - - - - - � - - - - - - - - - - - - - - - - - - - - a�- — XISTINb WALL - - - - - - - - - - -�- - - - - � - - - - - - - - - - �,o�b �� - - � - - - - - - - - m � RENOVATION � � T 4X4x1/4 6 �� ' V�iALL�� ry STEEL 58.1 WIOX26 . IGAL) RE � 3/Sl .i FOR - � j � �ST�� 3 � �,��m n �o��,�� W,o�b �� ,�� . ,�� EAST MEADOW : I 5 NDARD PIPE ; TOP �LL 111 I - i �W i � � i EXISTINFi WALL � ��. i �� I W�ox�b �� ToP � �� - DRIVE W6XII2 s � -9 �� FOUNDATION WALL ( i �64,_6 �/2•� s�� W pp p� � � TO MATGH EXISTINC� � - � - - - - - - - - - -- - - - --+- - - - - - - �nii - - - - - � SLAB. RE� -1/51 .1 EXI5TIN6 W x�� (64'-9 ') �- � - _ � � 4 �,� " �Q NGRETE � , b��_� "�� 5 ' t, - VAIL , COLORAD SLAB OI} I .OG22 : b� TOP OF 1MIOX�6 �� METRL qEGK ry EXISTINb WI.LL b ry \ PIPESTYPDARD� i REINFOf�GED WITH� - _ - i � � bx6-W2.pxW2.9 II � ,� � �0 6��_�� W�Ox�b �� 53.1 � fV W1N.F . I X ; � Y TOP OF � ?� - i , i � EXISTIN4 YVA1�L : TL)P OF � N � S _ - ; - - -� - - - - - - - - , - - - - - - - - — - - - - - - ,� CORE AND � I 4 �ST� � � � � � W �� X � � , �.� 61 �-� � • SHELL BUILDING � (TYPIGALJ 8• _ 64'-O" � � / � N i TOP OF � VARIES TOP OF , , � �, , e GONGRETE WALL PERMIT (PHASE 1 RE� ARGH. � EXISTINb WALL � �"��x� �2 Sl .i TOP OF � �-4 �� AND PHASE 2 ) - siAB 'DJ e l wi�x�e �� J , wexio � � .i � � � I bl -I I " \ / / TOP OF � ��I GONGRETE WALL � N112J(�b 20 / � / � FODTING �. I \ / \ ` 4"m STANDARD \ PIPE ('fYPIGP.0 .,. � \\ �TOP OF FOOTNG = 58'-O" � I VERIFY WITH SITE GRADE � � Ui� fi � � � � ,4LT +-� C � I� B �;' � � Y � � � I \ �'�1 I I I I �l �.F � � f�! I � DRAWN BY ECW . SGAL6 I/8' � 1 '-O' . CHFCD BY PDM � NO�ES� SHEET FI�E H:�,4CADJOBSW818 � i . XX INDIGATES ti1P1BER OF 3/4"m X 3" N.A .S. TO BE INSTALLED � ON STEEL BEAM. PROVID� EQUAL SPAGIN6 coPrn�c�rrz000evoavisPnn�NeRSN�avc. a �. (XX'-XX") INDIGATES TOP OF STEEL BEAM ELEVATION. TOP OP BEAM 5HE`TNU�e`-R� N ELEVATION = 63'--I I/2'. UNLE55 OTHERWISE NOTED. N § S2 . 2 � � D . P.A. PROJECT # � � � A �' ' { � ' • - • Archit ts ro �1 8 °� ! � 11 12 13 � 2301 BLAKE ST., STE. iJ100 DENVER, COLORADO 80205 ' 303.861 .8555 F.303.861 .3027 �� O'-10 3/4" 4'_�" � 12'_IO" � b '_O" 10�_O" i b �_O" � ��'-O" i 23'- 10" 10'-� �� 0137 MAIN STREET . UNITC108 POST OFFICE BOX 2711 i 60'-O" NERI FY) i � i � i � i i � 9 0 926 8960 � 970.9 6 896632 � I TOP OF `, EXISTING FOOTING b�,-0• ' �� ' i T ' v� OFi i i i i i i i . ;� i EXISTI ROOTIN6 �, I ^ - --- � - - - - - - - - -� - - - � - - - – � — �- - - - - � - - -}- - - - - - - - - - - � - - - - - - - - - - - � - - - -�- - - - - � � � , - _ _� _ � � � 4„ � � � � � � .� �- ' - _ _ I � � VERIFI'� 4 � � � � � � EXISTIN6 I , � FOOTING 7 i � � — � � - � � �� STEP � � i � � � O T ISTIN6 '� � _ � — � � O" X �'-O" X O'�10" � � � EXISTIN6 GONGRETE � T � � i F�OTING i i � � i - �, FOUNDATION WALL � � 1 �� PDXY»6 X 2'-b�' �L . EXISTING � i � i � AT I '-0" MTO i i i � � � - �-Q"-x3-Q'-2�4 - � - — - — 1571LKz EQll�ID T1QCl - - — - — }.,.} � i I FOOTIN6 I '-O' '� -- -- � - - , 64'-I Ir2" —I � - - � � bu - - - — 1 - - - - - - - - - - - } - - - - t - - - - - I I } I � i � i � I I � 6 ,� I �I E� ONG SLAB i I i 51 .1 I, `O �l� ENDOF I ' - - - - - - - J - - - i i i i i .L 4 Ex�ST�� i � . i o FOOTIN6 � � - - -� - - - - - r - - O � I � ` � 1{1 II I I RENIOVE EX STING � I i O ' FCVNDATIOI� THIS I ' � ' AREA b'� i '-o° '� ISSUE/REVISION DATE NO. �'' � � ; b2'-O" � ' � ' ' i � 51 .1 i i fV , I ' ' � �is�i i��i^�� I I � ��_p� I I • , ry CORE AND SHELL PERMIT 5/15/00 � i , I i I , i I i DRILL 5 AND �D i i i � � . 2 I � EPDXY Mb X �,,-b�� - : I AT I '-O" INTO I � ' �I 3 I I 51 .1 I � EXISTING FOUNDATION � � i i i i � i � WALL � - - - i . i_ —j - - - - si.i _ � L _ _ - - - - - �� - - - , � y y I f� . . - . __ _ - � � � •} i I ' I � , I I �I i T I � O `� � � � I SAWGUT EXI5T� II� N� 6� , � ExISTIN6 � � � I I � FOUNDATION �ALL i 'I � F DTIN6 I I EFOOT�t 6 I i O i FOR NEW DOdR -8� i i OPENiN6. RE� i PLAN i i . FOUNDATION i � p►�p i -��$ ��• - - - -- - - - - - - - — - �� - — - —� - - --f�OIRFHAT�Q/� - — - - — - � - - � - - - � - - - - - - 1 - - � - - - - 1 - - i I I WA.LL � TOPOF I � I 51.1 I EXISTIN6 � i i i i i �� I I � I � - 6RADE BEAM i � � � � ry i � � 54'-O' - 64'-O" „ # i � � � i TOP OF - I I 4 -O� cor��re s�ne ' I � s�,�,a P i i i i i � . . .. . . _. - - - - - - - - - � - - - � - - - - - - '� - - � - - - - � - - � - - - - - -- - -- - - - - - - - - - - I - ��EX151T . +--� � - , . . . . . . :::� � � � � � � � bo�-o• = c�iFrl I I � I r-ooTir+e ' - ;— — - - - - - - - —{- - - - � \ " — 1 - - - - - 1 - - -t- - - - - 1 - - � - - - - - - - - -- - -T- -� - - - -��o�r,..s� - � - � � s�.� ��r�� N 5. ,� 0� I I 1 I I I � I � -rs�-e ir1• r � � , I I I I � i I i I TOP OF 111 . ' - - - � -- - -- - -- - -- -- — - � - — - � - — - — - — � — - -+- - — - — � — - � - — - — - — - — - �- -� - — - — - — - — - - - - EXISTING _ � - . � i � � i � � � SAYVGUT EXISTIN6 � I i �ADE BEAM c�', � � I � � Forz r�rv � DOORL� I � ' I I I ;� '°• ' � F., , , � , � , , , , ...: � I i i 6'4�-O" i i I I RE� P.R. � 5 � � A � � � n •� I F,o�r�c�re s�o.� I I � .� �'< I I -rs�-e v�• ,p ` t i � � � � � i � 'S'q�-0. 5 �'P � EOP OF� (V i, I � � TOP OF EXISTING � 51'� - � 6RADE BEAM VA I L y I I GOIVGRETE SLAB � � - - - - - - - - - — - — - — - — - j - — - —� - — - — - — j — - j - — - — j — - � - — - — - — - -- - � � � - — - — - — - — - - � - — _ � . �I I I I I I ' I � ^ � � , , , � , , � � SAWGUT EXISTIN6 . ; , � � b � � r MOU NTAI N I' I I I I FOUNDATION WALL 6 � � � FOR NEW DOOR ii ( 51.1 _ . .- - -- - - - - - - - - � - - - - 1 - - - - - - � - -� - - - - - � - J- - - - - - - - - - -1 - - - - -RE N�� - - I ' ! - - a � ' _ _ _ _ _ _ _ _ _ _ _ � _ _ _ � _ _ _ _ _ _ a _ _ � _ _ _ _ a _ _ � _ _ _ _ _ _ _ _ _ � � , _ _ _ _ _ _ _ _ _ � LODGE �-- -� - - - - - - - - - �,-_- � _ y � � � � � � � � � � I � n ', I I I I I Ex�5TING POOI_ �R��) � � i i i � i i � i � WALL TO BE j� : '� I I � � �'�� ► � ,�-'� � EXPANSION AND � � � � � i DRiLL 5• an� � I I � EPOxY �6 x 2'-b" 7 � � A7 1 '-O" INTO �I I I I I �TE- FIELD VERIFY I EXI5TIN6 FOUNDI.TION RENOVATION ' � i i i � i i EXISTIN6 SLA�ON ' � INALL ,J I I (�ppE THIS I.REA - '�i; - i - - - - - � - - - -r - - - - - 1 - - � - - - - 1 - - � - - - - - - - - -T- � - - - - - - � ,rt - - - - c �� , � � , , � � � � , � - � � , ', I � � ' � S "�_°� � ' ; ' � � _ m EAST MEADOVII � � � � � � � REMO�/E EXISTING � � � ��< � I � , FOUNDATION WALL I I � 51.1 `��-0�� DRIVE � � � I '�.I � � � � ry i i � � i _ _ � � � � � I �.i � — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — � � ^ '� — -I— - -- -- - - - - - - - - - - - - - - - - - - - - �c�, - - — - - — - — - i — — — — — — — — — — — — — — — — — — — — — � — — — �- — — — — — — — — — — — — � — — — — — — — — — / V � ; ' - - � ' , ' VAIL , COLORAD � sa�-o• _ J i DRILL 5"I�.ND EPDXY � � I I �� k6 x �'-b" � � I � - - - � AT I '-O" � O INTO EXI5TIN6 � � � FOUNDATION � , � , , , �, , � CORE AND � WALL � � — — � / , � � - - - � � SHELL BUILDING � � ��' PERMIT ( PHASE 1 4 �_ „ 14 �_�� 4�_ „ AND PHASE 2 ) � Fou � � ,� T i o � � �� ,v LoI,UE � L � �/ � � i� � � N ' SGALE � I!8 " = I '-O " � � T • I t DRAWNBY ECW J CHK'D BY PDM •by J SHEET FILE H:IACADJOBSki818 ° i R COFYRIGMi Zppp BV pAV15 PPitTNEASHiG G C. � ; � SHEET Nt1MBcR � 0 � � § � S2 . 1 � �W D . P.A. PROJECT # 8 �, =J, � , EXI5TIN6 FOINlDATION � � E I `� � � � � � `� O T � � WALL AND FOOTIN6 EXISTING °� FOUNDATION - DRILL 5" AND . WALL AND RE� PLAN f _ EPDXY NS X O� FOOTING . K6 AT 1 '-0" � �s � AT I '-O" INTO = �t5 AT I '-O" MS AT I '-O' M6 AT I '-0" EXISTIN6 FOUNDATION � � • M6 AT I '-O" • , � Archit �S ' 1 . LIVE LOAD$ USED IN DESipt ' A. ROOF (f7REATER TXAN ! /12 SLCPE ) 80 P4� , MOOF IS/�7 SLWE AND LE55) t00 PSi a • �0 • a • O� e . rev �au FLOpt (RESIDENTIAL) ao Psr • a � . '� M6 x �m 1 C . MICAL �LOpt (Cq�EIiC1AL . RES7AURM114 . ETt . ) �00 PSi � �b X GONTINUOUS �9 CANTINUOU�,� . • AT � '-O" � �'`F�� WATERSTOP � (ALTERNATE � D . TYPICAL FLOOR (E% tT CORRIDORS) 100 �Sf � - e • • • • , , a RE� ARGH, a LE6) e . wun ' ° � DRILL 5.. � �_p. � ,_�,. � ,_�� , t . e�sic riro sP[m eo � AND EPOxY � t . cN+npunc��E zaE i , � ' K5 x 2'-O" 2301 BLAKE ST., STE. #1 ��f1 I� ° �5 AT I '-0" AT I '-O' iNTO ° �X3 KEYWAY 0 . LIVE LOIDS AItE REDUCm PER CdpE IF APPLiCI�BLE . � (TMP'G�, � �AN DENVER, COLORAD080205 a ExiSTiNG WALL ��X4 KEl'WAY 303.861 .8555 F.303.861 .3027 , � " i - � 0137 MAIN STREET . UNIT C106 . 2 . TEST11Mk .a ; � - b (9I-+�5 x GONT�NUOUS POST OFFICE BOX 2711 . `I A. CONTRACTOR 91A�L FURN19/ qt PROV �pE OOORDIIUTIpI Fqt TEST �NG /S REQ11RE0 x� x I - i � � � EDWARDS . COLORADO 81632 " B'� � PROJECT 9GECIFICATIQIS . TNE TESi �NC PROCR�M 51�KL 8[ COORDi1u7ED win� � x 'y� AT I '-O" J = � � � x 0 � 970.926. 8960 F.970.926.8961 ' /l�E PROJECT OMER . aM7� i7ER /v0 S�RUCtuR�l ENGitrtEt+ . AT i '-O" i ,_0�� . ' `� AT 1 '-O" ry � 3 . rWw�rias 2'-O" ., Q I III � � EXISTIN6 . a � 2'-O" . , • � . A . INX IYY SOII DES IOi iRE$SIAtE J000 VSi • � , GONGRTE SLAB O � a � � (VERIFY) � . • B . CQRRACTOR 70 FOLLOM KL RCCON�ElOATipd iN 90iL5 REPORi 1q. i367l� • NOTE-VERIFY EXISTIN6 STAIR ' _ ° • � i � � CO E! a BV d1EN NO A590CIATES . n TOWER FOOTIN6 AND SHARE U1 - RE� PLAN �5 AT 1 '-O" °r VERIFY • OR UNDERPIN AS REQUIRED � C . ALL FODTINO BEApINO ELEVATICNS yi0�N1 ME ASSUED . E%ACT BENt11q ELEVATIp15 U �. 91ALL BE VfltIfIED iN TNE FIELD W�TM ACTLAL COIOITIWS BY OOHiRA�TOR WITX TOP AND MS AT 8" MPRONAI OF SOILS ENCINEER IJq �LL SOTT011 Of (OOT �MCSi 9u�L !E A YINIYJY OF - BOTTOM y�ATE(j�'jTOP WATERPR�FING (MID-HEIF�HT) � ,a ae' eeiar [�cT[nian ertune . RE� ARGH. . TO MATGH EXISTING � o . �u� Fao7mcs �vre TO BE PLACED p1 FIRY . UOISTINBED . 1UTURAL SOIL OR PMOPERLY � RE= ARGH. ; CppAC7ED BACKFILL . APPROVm Br lNE 9DI15 ENCINEER . BACKFIIL lULL BE a KS AT 1 �_O" COYPAC7ED TO 95x (uiXilW) 1pp � � iED PROCTaR DENSi7V iER �STM D15S7 uNIESS S E C T I ON 1 �� 07HERWISE RECOMIElIDm IN THE SOILS R�ORT . li SOFT SPOTS IRE ENCOIMTERED , o . e • REIIOVE SOiL Mq RECQPACT WiTH MPROVm fILL . (RE: 901L REPORi FOR ' ' . , ° ' � ° 3/4" = I '-�° DESCR IPT ION OF BWt INC SO ll . ) O � a � • � � ° • E . NO B�CKiILLING gHALL BE PLACEp ACAINST 8ASEIEMMT MM�L9 UMTII TIIE LOMEIt LEVCI • � FLOCF MD INfN LEVEL FLOOR ME IN PLMCE MID PROPERLV MIC110RE0 . CONCRE7E m � ° ° �! SLABS 4MLL BE PRpPQtLY qREp . V � ' f . CEMER All f00T IIqS {/pp� �µLS. ��y/$ OP tl! 10 l iNES UNLESS OIMUNISE NoTCO a vuuvs . ' NOTE- AT SIMILAR � I '-O' 8" 1NATERPROOFIN6 B' 4 ' ExISTING FOOTING �� G . CQI7RACTQt TO %tOVIDE . AT MIS E%Pp15[ . FIEID DENSITY TESTS d OCIPACTED FILI THREE TO MATGH ExiSTINb x6 AT I '-O" WALL TO BE � 1' l� F88� 1� 1d0 INTERia+ sues -oM -GRlY!€ . A YIpIMM 8t 3 R€RR€#�iATiY€ RE: ARGH. ° 7ESTS 911ALL BE TAKEN fdt EICM f00TINC Np $�� p� p{t�pE . SID[-5 - �XISTING -� ��"��ED _ H . IpTif1' SOILS ENOINEER MNEN FJ�CAVATION is caPtE7ED SO �T cOwiriaK Wr BE * (� FOUNDATtON \ INSPEC7EC PRICR TO PLACEYENT Of AH'I Flll OR CAKIKT[ . � �, G T I O I 1 V � • WALL AND FOOTIN6 a . COM('FE7E: 3/4" = 1'-D" DRILL 5" EPDXY A . ALl CAST - IN -PLACE CdICRE'�E 91A1L BE IMDE MI7N TYPE I / 11 PORTUVO CEIE!(f . ST014 : � X � �_�" ,1GptEWT[ /ylp 91A�1 SA� 19i�' ME FOILOWi1/C REq11RE►ENTY a IaT I '-O' INTO DRILL 5" AND EPDXY EXISTIN6 FOOTIN6 x5 DOYVEL AT B" INTO COK:RETE i� F'C YI% TYPE WVt 1►/C RAT10 ■ � iR NEO. �n5 AT I '-4" • EXISTING FOUNDATION EXISTING FOOTIN6 rooTincs , roup�riow ww�s AT MID-HEI6HT WALL AND FOOTIN6 �ro sues a a+�oE 4000 D� I 51D o .eo a � n c� i - , , ns� ' , S��es On u[rK o[cx 3Sao v� g70 0 .90 - - - EXISTING CANGRETE RE� PLAN ° � RE� PLAN ISSUE, REVISION DATE NO. EXTERiOR CpICRETE � v• � a . w e i /s ( + /- + � /zfc) S�AB-ON-6RADE , �b x � +�5 AT 8 " TO MATG AT I '-O' AT MID-HEI6HT e . sues, �oor �ws , wo w�us s�+w� Nar �uvc ,iourts IN � NORIZtlRK PLNIE . NIY REFIOVE AND REPLAGE Ex�SriNG �,-0� CORE AND SHELL PERMIT 5/15/00 S�OV IN CONCRETE YCRtt W57 BE 1MOE AT T11p0 PpINT OF SPM1 MITI V[RTiCAL S REGXJIRED BU�KNEIM MO MO� �ZO�TAL 9�EAR KEK U11E55 OTNFRNISE SIIOMI . Kl . < -- CWSTRUCTIpI JOIN75 SMAII BE AS DE7AILW dt AS REVIEMEO BY 7ME ENCINEER . � � _o RE: PLAN Wq'T'ERSTOP . C . ALL CO/CRETE MORK MO REINFORCOFl/T DETAILING 91hLL BE IN ACCdIDANCE WITN RE� PLAN RE� ARGH � ACI BUILDINC CODE 31! �ATEST mIT10i . LN�[§$ p7m OTiIEIMISE . USE STMOMD `� � 1100K5 i0R Dd1E�S U1l[SS 07MERr'ISE NOTm . ALL E%POSm EDOES Of CQICRETE //�� 5 X � � � ' . • � � "� / AT I '-O' � ' ° KS AT I �_�� a. wM su�� `uvt s/4 nra� C�+wrert . RE � PLAN / - �, S . RE INFORCEI(NT: • ' A . AL� REINFpICINC 9MALL EE NIW - 3fRENCTH p[ipBEp 9Nt! C0/1(qly1NC TO /�4TY � a f � 0( A 6t5 , GRADE 60 E%C�T TIES . S7iRRUPS M4 ►LATE /�IIp�ORg M►11p1 9ULl BE I DEFORIED BNtS . �S7M DESIONA7i0H Mtp. ORADE �0 p+ �STY � 706 OR�E 60 . ° �y DRILL 4' AND � • ; � i i � 111 W � ,p � • OC EPDXY +�5 x i '_4•' • a ° . � J • - e r[�pm rirtc r�ertic s�� ca�aw ro �sn �ins wu[ es w�o su�� e[ wv[u iNTO Ex�STINb - - �� U ? ert ONE NLL AE9� AT SiDE IiNO E10 SPLICES NO NIRm TOCETNEP . I �AB (n � � YVATERPROOFIN6 �. - ` C . REINfQtCflENT PROTECTIOIt 2X3 KEYWAY V TO MATGH � �-�� _�rj x � t . CONCRETE POLREO ACAiN5T EARTII J' xb AT I '-O" EX�STINC7. � T . CONCRE7E �OIRED iN FqMR (E%Pp9ED TO YEATMER AZ EM7M) 2' (2)-R5 X � a , (TYPIGAL) . � RE� ARGH. GONTIW)OUS 3 . s��es µo rr�us (rar exroam To Mc.�.n�ex) 7 /�' GONTINUOUS »5 AT I '-O" o . REiNFqeCEMENT n�ACeMEtrt MD TaptMICES stull BE iM ACCGrtDN10E Mr�n� �I b . OTEARPROOxI IN6 I ECT I ON 2 sccrias � . s . � . e wo � . � or �ci S7l. u7ESf WI7i0M � , e RE � ARGH. 3/4" z r-o" I E . tq SPL �CE4 Of REiM�d1CDENT 9fKL BE YADE E7tCEP7 A4 O[T� iLED OR AtfTNONl2m ' 2� 6 " I '-O" BY TME g7RlIC7UNAL ENOINEER . LM SPlICE4 . MMERE PENM �TTW . lULL BE A YINIWY �5 AT I '-6' Krj X O 0� 4! BAp DINETERS FON BIRS MD SWLLER MO SNnLL BE � MINIIW OF EO yR � � i AT I '-4 " ry i DiNETERS iCR // MO �! REINFORCEIElIT WLE59 OiMERWISE IqT[D . WKC PLL B.VtS CONTIIIUOUS NtOlI1D CORNERS . � - ° /� r //�� O � . F . PLACE 7� /S (PER E� TXIdfNE55) WI1X 4' -0 PIiOJECTl01 ARplO KL �ENINCS IN �� I • xb X m � � / T I l / N � AT I '-O" • � I ry ' _ � 3/4' � I '-O . ,an.p„ � .� CONCRETE MLLS , SLIBS , N1D BEMB . ALlO PROVIDE T'K) pS X 1 ' -0 DIAGONALLY AT - � • E� �� LE6)RNATE � �; e . S7RULRIRAI STEfI: X ry . 'a � ' i i� �. A . KL STRUCTWAL TTEEL SMALI 001FQIY TO ASTY ASE EI[CEPT PIP[ WLU16 MMIQ+ '� AT 1 '-(7" � � ARGTOP /�\ `.� .. _ { su�� caraw ro ws�w ws.7 wo ne[ cawrs *o � nsoo . w�o[ e . uttsT ,`„ (ALTERNAI'E LE6) 1/ \1 � � � ,� 9U \ / Y4CE�9Efl6EDOEDI�EY5r9�ALL1BE Ab 9TEEL . QWE 70 AT HIS OPTIQi . Q I � RE� PLAN a •e � T � w' ,I M5 AT 8" e . �uL STNUCiURAL 801TS 9w�LL eE wT�SM INSTALIED TO A MIMIWY SM10 TIpR a RE� PLAN / 8� i AT MID-HE16HT �\ �� , caoirip� . K� w,awr ears sw.� cwra� ro �rn Nm uacss Moree 2x3 KEYVVhY , �• `�/� , or�ewis[ . lTYPIGAL) � " ` C . S�M1CR1lAL STEEI 41�1L BE DE7AILm MO FABRICATED iM �ccam,wcc wirn nu �I FOUNDATiON WALL q�� I q �� . T� EX15TiN6 GONGRETE � � LATE57 PRWISIpIS Oi A19C �MMAIAL Of STEEL Cdll7NUCTiQ1 . ' I . , a � NERIFY BOTTOM ELEVATION NERIF � RIFY) � , +� �, D . WLE55 OTIERWISE NOTm . USE STMDARD fRAYED BE.W CONECTIONS NITH SfEEI I a . , � AND GONDITION . - � ' � ' � � BDLTS PER A14C '1W1UAL OF STEEL WM57RUCTIU/' TABLE 11 - A NIIM �343 -N BOIT$ dt I a , � • EXISTIN6 GONGRETE �� MEIDm EOl11VM.CXT . SELECT COINECTIqI TO AFPWT 60; TNE TO�AL W I !p!M LOAD ' � CAPpCIT! iQt EACFI CIVEN BEM1 NO �MI FOR NOI -CO►POSITE IEIlERS . Fd! 4 - �� 4 ° � , EXISTIN6 GONGRETE SLAB ON FOUNDATION WALL ! COIPOSITE IOBERS CONECT1015 . CdWECT10NS 9uLL 9PPORT 75� OF 7NE I ' • • • • • • TOTAL CAPACITY fqt FACX BEMI ND 9PAN WLE43 OTHERWISE NOTm . STEEL - i (�)-�5 X 6R.�DE AS REGNIIRED ' $UPPLIER IMY $UBMIT AITEIMATE CQ1iECTlQ/ DETAILS ACCQPINIED BY (n � � �'0�`�T�� m ' � CALCULATIONS 3TA►Pm BY TNE REGISTFRm PROiESSIp/AL ENCINEER RE9PoN518L[ U \ EXISTIN6 SLA�ON FOp 1fiE CdNEMIpI DESIGI FQt ENOINEER'S REVIEM. U ` (3)-+�5 x 6RADE I E ALL tELDERS 9MLL MAK EVIDUCE OF GASSINC lNE AIERICM/ 11[LDING 90CIETY I _4• WA,T�ERPR�OFINFi CiONTINU0U5 ST.wDMD OUAL �f iG71d1S TESTS h5 OlI7L IMED iM �w5 -0� . i . TO MATGH EXISTING f . MINIIW KI.DS TO BE POt AISC T/1�E J2 .� BUT NOT LE45 TWW S/1!' COlTIMIOUS �` A�H. � - � ' b X � '-O" AT I '-O" I FILLET uLLES3 OT+Onr�SE IqtED . DRILL 5" AND ' �J: ' � INTO BOTTOM EXISTING � c . THE � ��OOV 'WHi �M10u5' WE1NC W/wT �7Y . PNWiDE TK N[CfSSMev .qiN7 S � C T I ON 9 S E C T I ON �1 EPDXY xb X �'-0" � -�' ' �" p�2Yp,4GK WALL OR FOOTING � OETAllS i0 ALL01Y FOt BUiLDING 1WO�175 . COO701MATE LOCA71d5 tIIT1 . AT I '-O" INTO I - � I � ,vtaltECn�+K canrna wo E%PN+51a ,piNTS . B07TOM EXISTINb 3/4' = I '-O' 3/4' = I '-O" • 2" DRYPAGK M . PROVIDE TEIPORMr BRACING AND PREGWT �WS NECE49MY TO �'ITNSTM/D ALL WALL OR FOOTIN6 i CONSTRUC7i0N Mp /OR WI/D LOADS UI71L ALL FtELO Wlf1ECT10N9 ARE CdPLETm _ _ EJCI$TIN6 FOUNDATION � � OD� � MD PERYMIEN� LATERAL SYSTEYS A!O DECX9 ARE IN PIACE . BEYOND AND REMOVE �� I RE � PLAN PROTRUDING SIDE y` '� I . $iEEL iMtlGTpt 91AL� MpT RECEIV[ AmI71piAL COWENSA71p1 FQ 91� (�)-� X GONTINUOVS WHE12E EXISTINI�i r - - 1 � ptAWINC TIIE Fpt NIY REVISIOJS TO ERECTIP/ ptA1�IMG$ Npf f'Q! INV REVISIONS '� TO PIECE ORA�YINbS PRId! TO EIICINER�S �RWK Of EREC7101 DRAN�INCS . � . yErK DEOC: � 2J-�6 x GONTINUOUS ' � • - - - - - - - - - - - - - - - - - � � , A. INLESS O/1ERW15E lqiED , DEpc 91ALL BE SI�OP -PAINTm S7EEL . 511ALL BE Oi TK _i � � NOTE TrPECALLED FCp ON TME FRN1iNp PLANS Mq SMALL BE CONTiM10lq MIFRE POSSiBLE . . � ' - " I . GONFIRM THAT EX15TIN6 L _ _ J ' B . DECKINC SHALL OE n�sT,u.�m rao N.� avu+ iMCS iH ocac a� �ee REIMiORCED iw ExiSTiNG STAtR TOYIER WALL IS DOWELED INTO EXPANSION AND ' ACCtl1DN10E MITM 1MM1fACTRER'S S�NIDARD DE7Ai�5 ND 9PECifICAT10N5 ExCE97 WALL ON 6RID L PRIOR � ti5 O7NERw�4E HOiW . x e FOOTING BEYOND AND xb AT I '-O" � (�)- 5 X VERIFY TO EXGAVATING �NT�� 2� RENOVATION C . MELDING REpUIREYENT9 91ALL BE A! FOLLp6 UXLE43 dT1ER�'19E NOTm p1 Kb AT I '-O' AS REQUIRED AFTER NEW � xb AT I '-O" pp�� . 2. MUD SLAB Ex15TIN6 SLAB ., � . �TTA01 RODf DCCX TO 9PPoRT lEAYS , STEEI JOISTS W GlA7E3 WITM S /E WALL IN PLAGE PUDDLE YElAS AT ! ' . 2 . Lb1CITUDINAI ,qIMTS BETIIEEM IDJACENT ROOF DECK 111IT5 9MLL BE M[LDED . PEA WM1fACTUR[D RECWE/OATIONS AT 1 LOUTIQI (SIDE LAYS) PER $GN1 . 'I 3 . ATTACM ROpF OECK TO BE.415 qt PUTES PMALIEL TO DECK MITI s/e' STEEL BEAM wATERPROOFINb 3. DRiLL 5" AND EPOxI' � DUJE7ER PUOOLE MELDS AT �s' . RE� PLAN TO MATGH EXt5TING • HORIZONTAL REINFORGIN6 �� 1 . ATTApI FLOOP DEp( TO EKS/ E!O Sl1PPORT �T 12 INCilES AND TO EACN ��-O° y O IXTF,RIIEDU7E Si1PPOR7 AT SIDC IAPS 7LU5 d1E INTEtME01ATE POINT MITN S /!� �4 X O �E, q�'�GH. INTO ExISTINb WALL xb x � l OiME7ER PIADIE MEID . PROViDE ME�D �M92/tS eS REOUi�m . AT I '-b" � � GONNEGTION PLAT'E � AT I '-O" m EAST MEADOW s . �a+cirwiru� JDINTS BEIYEQI ADJACENT v�oar oca u+ iTS su�� ec WATERSTOP �� FASTfNm rOCETHER �T M' 1MU1WY �ACiNC wiiM S /!' DiN1ETER PIADLE fV THIGKNESS TO � � : ARGH (tV-TE2NATE LEG) � MATGH BEAM WEB M6 X � WATERSTOP 1EL03 . fAST[N �LOOt DECX 70 PMALIEL MO PERII[TER BENK AT 21 ' . � RE� ARGH RE� PLAN �INFORGING DRIVE � 6 . NEWED M1010ft STUDS SNAIL BE MELDED � IRECTIV TO S7EEL BENIS 71FOUGH � � 3/4' X 10" X 1 '-4" 2,_�„ RE� SEGTION I/51 .1 �i DECK . a • AT I '-O 1�1 \� s5 AT 1 '-O" � ' e . � ia+r cr�GE FR/yiiKt EMBED PLATE WITH . !b)-3/4"m X 5" RE: PLAN � A . lld1T -GAOE YETAL fRAYING 9MALL BE 1ME SIZE MO GM.E srqw� di niE qe�uqs . � �w a H.AS. AT 6 ", EAGH WAY - B . FRAMINO ROLLm FpO1 SfEEI �a aaE �ro � ia�rErt 9ui.L ca�ranw To wrn tis�o . 0 RE � PLAN �INFORGIN6 . •� lATEST EDIT1p1 . WIT/ A YINIWM 11ELD 47ftE55 OF SS .000 PS1 . � x I � REi SEGTION 4/Sl .i Q • . a � I AT I •-0" fV • • , � I � �w „� �� , nE� , e � ,� �.� ,� �� .� ,� �,o . ° � . � � ° � � , VAI L , COLORAD UTE$T EDITIOI . WIT/ A YIMIN111 YIEID S�RE55 OF 30 .000 Pl � . (ALT�I2NA� " - � r I o . �� wOrm suu tq+icar wim THE R[tOW iZEO sTNOw+us No CaoES vaR � iptt EG) � � � , , % � ' ^ m ~ � ; c� �[7u rxwira . . � ' • V I a - 9 . NON - 9�11Nf GRQft: ' • . . . . . . e - _ . . • ; Ifl � n A. I�1 - $iRINf filWT SMALL BE PROViDED: � U b ' 8" I '-10" - 1 . BEiMEEN WLUN BASES MD Cp/CRETE 9UPPd7T5 . ~r CORE AND � � 2 . BE7tlEEN BEAYS OR BENI BEM ING PLATES MD CdNCPETE . (n a � . 3 . OROUT 9��L1 BE C01FlETE FRldt 70 ADOINC BUILDINO LMDS ABOVE . ! V i b' B" ,° �' _ �"`µ "�MS °' �� ' SHELL BUILDING A . ELEIIEMTS 9lCM AS M�M -BUFING PMfTI71b/5 , ETC . Anpp7[p 70 MO /CM 9iPORi[� Br tME 4711UC�URE 4+A1� TNCE iM70 ACCCINr OEFL[CT iMS NO dT11ER SiRUC7URAL IqVE►EHi4 . B . � iRE PROTECT i0N FW ALL SIRUCTUtAL PNtTS SHALI BE PROV IDED NO 57NLL MEET \� � C T I O 1 \ � S E C T I O N 5 S E C T I O N 3 P E R M IT (P H A S E 1 AlL CGDE REOUIR[M[NTS Ppt 1ML ME Oi CONSTRUCTIdI SPECIfIED Br 711� � � V1RE4TRAipED UNLESS O7HEIwi�� .�EEL AEIBERS 91AL� ec cws �o[rtm 9/4" = I '-O' 3/4' = I '-O" 3/4^ = I '-O" � � �°� AND PHASE 2 ) �� I A . ENCINEER'S ACCEPTANCE W51 BE SECUlED FOR AlL STRUCIWAL A65TIMIONS . � � ! . VERIiI' Kl QENINC$ 7lltQlpl iLOqtS . NOOi MO WKLS WIM IECXANICAL /J� � ELEC7RICAL CWTRAC'TORS . VER � fICAT10N OF LOCA7i0N5 . SIiIS . LIN7[L5 . MO � REOUIRW CONECTIOIS ARE M17RKTOR�3 COM�IRE RESPOiSIBILITY . . � C . PRIOR TO INS7ALLA71d1 Of 1ECHNIICAI AND ELECTRICAL EOUIPIElIT Ofl pTNpt �� I7p6 TO BE Att�CHED TO THE STNUC?UlE . ENGINEER'S MPNOVAL Of CdNECTIpIS N� SIpPCFT$ SHALL BE OBTAINED . 11NLE55 SPECIfICALLY DETAILE� ON '� I � �p(,yIiTECTI.RAI AMD 57RVCTUFK OR�WIMOS . RESPECTIVE SIbCOn7RACTOR ' N ' SHA�L flJRWIF'. ALL XN/CERS . COINECTIOIS . ETC . , REOUINED fpf INSiALlAT101 W '� H IS ITplS D . PROVIDE ALL E16EDDED iTEMS IN S1RUC71JRE AS MOTm ON ARCNiTECTURAI . IIEGWNICAL . ELECTRICA� . NO STRUCTURAL DRANIINGS . MISCELLANEOUS � EIbE00m IT06 AND MId10N BOl7S 91ALL BE FUIMISlffD BY STEEL AIPPIIER � M1D INSTALLED B'� CaMtltETE CON7RACTOt . STEEI 91ALL iULI1Ll ASlY Ab . , I I E . PROVIDE ASGHA�71C �NS7IC -COATINC 01 ALl STEEL OfGOSm 70 7NE ENfTl1 . � � F . A1B4tT SllpP A!O ERECTIOM DlUWINCS TO ENGINEER FOR REVIEN' OF ALL CAMCRCTE REiNfORCINO , 57PUCTlRAI STEEL . ND IETAI DECK . ME WVIU�ACRJRINC Olt fABR ICAT lpl Of AlIY I7[Y5 PR Ipt 70 MF ITTEN REV IEM OF SIIOV ORANINGS WILL BE [N7IRELY AT TNE RISK OF TNE WNIRAC7Qt . 0 . 'MT[pPqOplING . VMOR BNtRIERS . MTf,RST� . ETC . . 9ULL BE �S 4qM� � QI TME M0IITECTURK DRAwINGS MO A4 IIOIGTED IM TII[ 9ELIYIUT105 . � M . AlL WSOIRY Nq STp� VENEERS 9W.L 8[ ATTAp1E0 TO INTERIp� AW E%TERIpt :'i 'MLLS A4 9PECIFIED IN SEC71Q74 11Q} . 8 . 4 . 2 NIU 1W3.6 . � . 5 OF TME U1IfQIt4 BUIl.U1N2 .'1 � � DR.4Wt� BY ECW �j 1 ALL D11ENStOMS ON SIRUCTtIRAI ORAWINOS SYMLL !E CNEfXED AOAINS7 FIELD wtfrii*ECnArAL dt�w�dcs . J . CONTRACtqt 9W111 VCR IfY Kl AS9U�m CX IST ING CQO IT IOfS . If Cp01T Ipl$ ARE DifFEROiT TIIMI A49l,�ED . NOTI�' ENOINEER . CHK'DBY PDM . I � SHEET FILE N:�AC4DJGBSA816 �� COPPRIGH' 2000 HY OAVi i G0.R�WERSM4� i C , � 5-16E i NJi.16: ��t d � � o S1 . 1 � , �� D P . A. PROJECT � i �8 � � � N 1 GENERAL NOTES : 1 tA O2 2A � 4 �5 Q6 Q7 7A � 8A Q9 10 11 12 13 .T� �r. ' � � I I I � , -- - - - - - - � - - - - 1 _ - _ _ _ - - - � ► � � � � , i i - - -�— - ---� _ i i i i i i i i i i • � � � - � � ' • � Archit ts - � l _ � I I I I � � I I I � I � i ! i i i i � ' � i i i i i � � � - � � , , - _ ` i . /'� ' ' _ 1 1V 1-- - - —rt- - — -� - I - - � - - - - � ' � - - � - - - - - --- I-- - -- - - _ , - - - - - - - - - - - - - - — - O 2301 BLAKE ST. . STE. It100 �/ I _ _ 1 DENVER, COLORADO 80205 \ 303 861 8555 F.303 861 .3027 I I I I I I ` � ' � ` I ( I I 0137 MAIN STREET . UNIT C108 ' POST OFFICE BOX 2711 ' - _ EDWAROS, COLORADO 81632 970.926.8960 F.970.926.8961 I ^ �� I I I ' i I I I ` � ` ' _ _ I I � 1 I o - - - - - - - - - - - - . - - - - - - - . - � � -_ - - _ - - � - - - _ - _ - - _ - - o . � � �_ _ . � � � _ I � � � � � i i i i - � _ � - � � � _ � �' � �� ` � � � ' - - - -� , - - - � � i i � i �� '� '�� i � i � � � i i � � � � �J � � � � � � I ' I ( - - - - - - - - - - - - - �- - - - - , 1505 s .f. r - --� — � � _ _ �_ _� - - �- - - i _ � I j . - - - - -I - - ADDED AREA � - - - I- - I '. I , - - i � j I - - - - - - - = - - li - - - - - - - - � I II � I � I; I � � ' , I � , ! _ - _ I I - �- - �- _ - r J '' L _ _ — _ _ — — _ — J r I I I - � j - I I�' II -- - - -- - - - - -- - - _ � \ O � - - I � - r � � I �� I - -- _ � � 1 � - � L � - - - - _ � i --�_ _ �-J � -- - - --- - - � 7 -� -�_ - ,, -� - - - -�--, - - - - � '- � i . O � � � - � � ( -_ - __ - +- I � _ �_ _ _ - I I I � ISSUE/REVISION DATE NO. �� II _ --- ' i � � . 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UNIT C108 ` � � � "� _ I I POST OFFICE 00X 2711 , I I I EDWARDS, COLORADO 81632 I 970.928.8960 F.970.926.8961 ` ' ' -� , I I � I I I I ' _ : 0 -- - - - - - - - - _ _ _ _ -- ; - � � - - - --�- - �---- - - - - - - - � -- - � -� � � � � � � - - - - � � � � � � _ � - --� , , ,, , . ; _ _ _-_ _ � _ ��, - _ I I � � � � � �� ; ; � � ; , ��__ � � � � , � � , , � � , � � , , _ � , , � - - - - - - - - - - - - �, - - '- - - - - - - - - � ' � , �- - - , _ � r,- - ' - �- T - - � - - � - � � II . , � , - - � - , - , � , � � ' � � - � _ -�- _ ; � , , i � � � � . i - � � i � � � � ' � y � i � i � � I � � � � , � � I � � � � � � � ' __ _ � /'\ CONSULTANT ADDRESS ' �- - - - - - - \ / I I � � � \ �� / � - - - - --- - -- - � - - — — � �� --- - - - - - - - - - 'k - - { L ) CONSULTANT CITY - - - - — � � ---- - - -- - -- - - - - - i � �� - - - - - - - - - - i I - - - - - - - - - � �J � , ��i � � , ; ^: I . I � - -- - - - ISSUE/REVISION DATE NO. 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F JEP=RATION CORE AND � E � � s ,_ N SHELL BUILDING PERMIT ( PHASE 1 AND PHASE 2 ) , � KEY PLAN THIRD FLOOR LIFE SAFETY PLANS DRAWN BY JEO , CHK'D BY SHEET FILE A3 - S. DWG covrnicNt 200o a+ wws a�n�Erssnia a.c. SHEEf NUMBER�, � THIRD FLOOR LIFE SAFETY PLAN A� - , fP � LS P - 5 LSPS 1 � 8 = 1 — � '� � 4 � 8 ' D . P.A. PROJECT # 0022000 - . . . : - . . , - _� . . , , . .. ... � _ . . � _ .. . � _ _ , _ - - ° - - - - , . . . . . . , . , . � . . �- C � • - .: � : . -' SM , t • �. � y ' � � ' �- . . - f ' �F 1 1 : ti� .' ' . r . . . . l " � ..- � . .. . . • ♦. . . .- • ., . - ..� a . � � l .- ' _ . . � i ♦ . . T. I1 � ' _ . . . . � . . � i. . . . . _ _ _ � . r � t .. � � �- ., � �. ..r . u, . _ � :- . . . . � - : ' . . 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R�'� •�61'. -du �� u - - _ / '� \ GENERAL NOTES :, . , � `� Q1 tA O2 2A 3 4 Q5 � 7 7A 8 8A 9 10 11 12 13 ' � � � I I � �--- - I � , --+--_ _ � � I� 1 � ; ----� � ' - � Archit ts _ ; i . �+ ` _ I I ' �� '� ' � � �� I I I I f I I I I I ! t' ' � _ 2301 BLAKE ST., STE. #100 �l1 __ - -- - i _- — , --_ _ - --- �- — — — 303.861 .8555F.303.861 .3027 DENVER, COLORADO 80205 �J ' -- - �_ - - - - - - N � ` � 0137 MAIN STREET . UNIT C106 r � ` �_ POST OFFICE BOX 2711 � EDWARDS, COLORADO 81632 � 970.926.8960 F.970.926.6981 . '` � � `` I I � � ; � � � I I I I I I I � � � --- — , � — - -- - - - • -- - - — - - ` — � � - - �- - - - - - � - - - - -- - - -- � - - M - ---- - -- - - - - - -_ _ � , : ' M — ; ,, ; .,: ; � � i - �` � y � I " �� . i i - , � , .t , � � I I I 1 � , � � � s � � 4' � ~ I I \ \ \ . I . . � I CONSULTANT NAME _ ',� ; I I I � � � \\ CONSULTANT ADDRESS i I I I i � \ \ � i � CONSULTANT CIN � i ` ± � — . � -- o-- I — T ._ - - — - - — — � - - - — I -- - OL ISSUE/REVISION OATE NO. � _..— _ _ o — ' _ , , ONE AU , " ! I �� - - — I I � I S4Z S . f : I CORE AND SHELL PERMIT OS/ 15/0 i i i � i � I 1 � � Z�9 � 2 � I 2 � i � � - I � ' r, � FIVE AU ' I I � ! ; '� , - - - -- ' - � - - - - — - - - - - - - - - - - - - - - _ --- - — - - - - - - _ -F- K -- K - , - _ �� , -2552 � ; THR AU 'S ' ;� � O , ; , i � , , � i � � � ' ' I 12 s.f. 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I �� , � 204 I I � 1807 s.f. ii , � � - _ - � -_ � �� - _ _ _ � ' __ _ _�__ ___ __ L O D G E ' . ; � i i --- ' - -- - - � ' ' - � ' ; : i p . _ _ -- - - - - - -- — - - - -I - - I I ' - - - - - - - � - � � � � , � I � � ' � � � � � --- - - - - - - - - - �J - - - -- - - - - � ' - - - - _-_ - - - - - — ' ' - -� T - ' � _ -� ' I ' =- ; _ _ � , � ___ _-______ - EXPANSION AND - - --,- -- _ I � �_ , � __ ' � RENOVATION `_ � _ � ; � � � , l ,.; _ , I � � � � ; pO--- � - =- - -- '' - - - � - - - --- ' - - - -- �- - ; __ -__ --- _ _ - -�-- - - - - - - - � - - I _- -- ---- - A — - - - - -- - - - = �- _ - -- - � � EAST MEADOW _ � , DRIVE � i � __ _ � � VAIL , i. _ _ � i !�" �TS OF PHASE 1 - __` \ / �. � ?HASE z - - _ � _� COLORADO CONSTRUCTION - � � � � � 1 NOUR FIRE SEPARATION ' � � � � CORE AND - � � - - � � ouR F �� sEaaRHnoN � � SHELL BUILDING � � � � 3 HOUR FIRE SEPARATION � . . ; � 5 ,,, ,.� PERMIT ( PHASE 1 AND PHASE 2 ) . KEY PLAN SECOND FLOOR LI FE SAFETY PLAN , DRAWN BY JEO CHK 'D BY SHEET FILE A3 -4. DWG COP'YRICHT 2000 eY DAVIS PpRTNERSHIP P.C. , SHEEf NUMBER: :f. � SECOND FLOOR LIFE SAFETY PLAN A2 — � fP � LS P4 LSP4 � � g ° - 1 ' - 0 " 0 4 8 D . P .A. PROJECT # OU22000 . . : , - - _ . . , . . .. - � - - - _ � . . . _ . _ . . . , . . , . - � , . . . . . . . _ , : - - , - . . , , .; , . . . �- . : . � . � . . . '. � . � � . . � . . . . : ._ . ' .i - � . ". ' . . _. . . J ' v - .,. '. � . .� . ._> • - . . , ' ... � ' G � - ,.: .� t a.. ., A - . . '. " � . � "'- � ` � ' " - . ' . ♦ , . � . . . _. _ _ .. _ . ' . y , . .. ', , `.. - � + ' '" . , ' .:, � n � � � ♦ ..� • yy .. . � .� -. .. - . ♦ . . � . . . . . - F ' . -' � • . � . ♦ -_ . � �� • ' " � - 1 .Y�� b � .S .•Y[i' . ' R.. i• _ l .', . . . _ � . . . ♦ . . � ... -J' . � � . _ , -- , Y . �. � 1 _ . l . . . .- . .4 . , i ' r• . .. . , _ . . �.'. . �„ .._ " . . . . i.ry ' .. 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Y �$ L . u . . . _ x�. . : ��- � �f - g .. � � . , . , , . . r . . . ..� � . . , �: . . . .. � - . .�Fi. . ..Yf� _ -. . . � . GENERAL NOTES � r � � � � 1A � 2A � �4 � O6 � 7A � 8A ( 9 ) 10 11 12 13 � \T� ! Y i ' � I � I I � I � � � ' • - � Archit ts � :, I �� °� � � � � � � � 1 f I � � 2301 BLAKE ST., STE. #100 �;: ' - � NV R L ; � - - i _ _ - - - - - - - I - - - - - - - - - � - - � - - - - - - - - - � 303.861 .8 Sb 303 861 3027 � i i 0137 MAIN STREET . UNIT C108 I I I � EDWARDS, COLORADO 81632 I ! � I I � 970.926.8960 F.970.928.8961 � � I ;i �i i � I I I i , I '� li I i � -' a I I ! I I � I I I I :; � , � . � t � ! - - � - - --- - - _ — - - - - - - — -- �- - - - _ . - - -- -- a-_ . -�-- � - - - �- - - - � __- - - - - - - � - - - - -�-- - - - ---o ,, �� , � � � � � � � . � � . � � � - � - - - - �� , , _ _ � � � � ; , - _ , � � � ' ; , � :�:: �� , , , , � � � , � , i . , � i � 6�� ; ; , I I I I � ; �' � _ � ;. , � � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I � i = I � CONSULTANT NAME — — � � I� I I ' CONSULTANT ADDRESS I � = CONSULTANT CITY f -- ` — - -- -- -- - - - _-_ � � � I ' � I i I I i : ' _ - - � — - � „ � .. � � - - - - - - - - - - - - ► - -- - - - - - - - - - - - - - - - � - - - , - - - _ __ - - — — " - - �- - - -- L ISSUElREVISION DATE NO. FRENCH � � ; CASEMENT � ' N i I I FIXED ! � ; ' CORE AND SHELL PERMIT OS/ 15/00 � FIVE EMPL �EE ' FH EE NEW �� RESERVa,no� KEYS � �, � � �, --� - �' I ACCOMM ATION UNITS I � i � i HOUSING U � TS � �� — - - - - - � - - - - � �ss �s. r �, — �- - ---- -, � - -' — - -- - �� O - - - - - - --- - . - _ ,'_- -� � - _ � - I = � , - - - -- --- - - - - - - -- ( A S ) - - � - - - - - - - � � � i --, � � \ ; 'i_ MULTI - PURPOSE / � i67 s. f. � —� I + ONE AU r , � I � , II I I� �� , 624 s. f. MEETING ROOM :. - - - - _ - - - - - - - _ - - I i 511 s f i ! + + - - ♦ ♦ * + - + ♦ OFFICE I L - '-��II, AS -�_�a � � � 1 � -- . , _. � - - - � + ♦ ♦ � + + * ' �IREPLACE i � - , a. o ° ' • i I • - - - - - - ' � - - - - -- - -� - - - - - I� � �r- O — - ' - — - — - -- - :,�� H1 _ I � s I - -- --{ , - � � r--- - ; . i � �-- � ' � ,w U. � � --�— _ i - - -- - -- - - T - — -- - - - -- - ; - - - — - H � i � � �I II � II SHOP �� I a +-� I . � � � ' � ° I -- �-� ' � , 0 � 0 „� �,� � ` � � - - - - - � � � � " � ' c - - - - _ -- - -- _ - - - - - - - - - - - - --- ,— �- - - - - _ . _ � - � � � F � �j� � � � � i � � � 7� , � ' � � � '. , � CORRIDOR TO BE a y ' � ' � i �p CONSTRUCTED M �7ER � � � � �F �� i _ I — - � _`� - - - �- TE PORARY CORRIDOR ' HASE. NO R P�RT OF ; ` !� � �P'tE- �09�\ _ . : . p � - -- - - - - -- - r --- - -1--- - PHA _ 1 0 � \\ y �j r,'. ?�<.. 4� , _ - _-_, - �] � - - - � O � -� " - --- -- -- - -- - � - � ° GARY M, ��; � �, If � ! I I Q � ' �� * � nDaMS ,� , o � � � � _ T . 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I ; 671 s. f. � � � I I 1 '� I ' �J � _ � oE � K � � � � , � � ; _ , � LODGE p - - � -- - - -- ' - - - - -- -_- , ___ _ GENERAL NOTES : � 1 tA 2 2A 3 4 5 6 7 7A 8 SA 9 10 11 12 13 ' ' � Q o o Q Q o o Q Q o Q - - - - - - - - i _ ` _ _ _I _ _ _ i I ' II � � ' • - � Archit ts � i _ _ , - - -� i i i i • I � i I - � � � � � � � _ ` i � i i i i i � � � - � I 2301 BIAI(E S7. , STE. #700 � � � , . �' j i � �� I I I I I ' OENVER, COLORADO 80205 ' ' �� , � 303.861 .8555 F.303.661 .3027 ; � I ! ' � I I I I I I � — - --- - - - -- - - - -� -- — — — — — — � — — — — — — — — — — — — — C� os ^ 0137 MAIN STREET . UNIT (�___ __ _ _ . — — — --{ N � POST OFFICE BOX 2711 y„J � t � � � EDWARDS, COLORADO 81632 � _ � � I s�o.s2s.asso F.s�o.szs.assi � ; ' � I I I � � _ _ I � ! � j ' � _ _ _� , I I ! I I , -� _ � I : � • : - , ' � � I _ ' -- - _� - I � , _� --I I I I I � - - - � ' � , ! 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LAU DRY � � � i , ' , ' �. � � ' � ii ,r.. �� , i - - - - I InI � � �� i ' � � I I I ' � \ x / � ! eat'-i I LJ � I I / \ I I� I � __ � � . � � � � � � _ - _ _ � , � ` `_� _ � � _ _ _ _ _ _ _ _ _ _ H , �' � _ .- - - - — I I I - I _ _ _ KITCHEN — - � �, � - - - - - � � + - -- - - - -=-,� � , i � I � � � � 898 s . f . i + � i i � � , � � . � I °' "°°° $ �_ — � i — — — — — — — _ ; \ = x � M; — — - � p�E OF C0�09 ' � � � I I — �'� � � � 1 I �, ' c,'� .:�a,,. '�ps ` � I s: GARY M � � � . . . . , � � i � , L �, r-�_ � � � � I . � I �{ ,� — � ' �� C - _�� . , � �� ADAMS � � , WOM� S OCKER ROOM __ I I I � =' ; _ I I - , � , - 1016 ; � � - , i t � ' uP i � � % =�� – � – - – --- r – – ` – – – – – � – – – - - � L =- { i _ _ – �� - - – – ; _ . � - — �,� – F ` \� F anc��` � � �F -y � �-- , , – I \ � u � , , x � I � � 1ti � � v � i I I I `� % — � I � �, i I \ l �� . � I I I . � � � � � - �� '� ;7 • , , � � � OPE TO BELOW � - — - - - -- - � %` - � � � � � � � � �� - El � I I 1 I I I � � . f-1 _ --- -- - - -- • � _ � - --__ _ _ _ _ _ _ _ _ _ _ _ _ - -----_ - _ _ - � - -� � � �� MOUNTAIN , , ` -- _ i � ' � ♦ �� - � � �- i � �� ( -� i � �� ' - ' , � � \�; � � � � � � � � , _ _ !� ; �1 ! �� _ _ _ _ _ _ _ _ � ��' � ' ; ' �, ; �� , �� , �� L O D G E �� . i � � ' � � - i � � ' �;� I , ' i i \ �.� � -- - - - -�- - - - � - - � - - - - - � - - - - - � i SPA � DINING RM . � � I `� � ' ` . ' � � I . 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I I I � I ' I I I ( I � I �� i _. _ _ I I I I I � � � � 2301 BLAKE ST., STE. #100 _ - - - - - _ - - - - - - - - - - - - - - - � 303.861 .8555 F.303.861 .3027 - - - - - - - - - - — '— - -- r —_ - - - DENVER. COLORADO 80205 _ _ I I �, � � N - - - - - - - - � - - = - _ - - - -� - - - - - - - - - - - - - - -- N �- � I - - - - - - - -� - - - - - - - _ - - - - _ - - - - , O 0137MAINSTREET . UNITC108 , i � I I 1 \ _ , � - - � �_ _ _ I POST OFFICE BOX 2711 � ' � I � � � � , , ` 1 � � - ;�=�_ � � � � � EDWARDS, COLORADO 81632 , I , � � 970.926.8960 F.970.926.8961 , I _ ` `` _ -__ _ _ � � � � � _ , ` � - - -_ ___ _ _ _ I I I I I � � I - - � � � ' _ 1 I I I � II I I I I � ' � � � � I I I I I � � _ _ ` il i � - I I � --- ;- I - - , - - - - - - - - - - - - � � �_ ----� - - - - - - - - - - --�- - - ---� � � � ' � � �- � - � � � � , -- =' � � � , ��%' � i i � i i ' ' i � � ' - -- i i � % i � i � - �� I / � �' ( I � � -- - = - - - - , _ ` - � % I �� I1,� '- _: �.� � _ � � � � -_ � , i , _ � - - - - - � % � , � � ; � - - -� - , -� i � � � � � , - - , �l � � �I � � � � I I � �� , i i i i i i i � ' � � � \ CONSULTANT NAME CONSULTANT ADDRESS - - CONSULTANT CITY � � � ' , • --_ -- _- __ - I --. ---- --L-- - I - -- -- --�- _- \ ISSUE/REVISION DATE NO. o __ ,- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ � _ � __ _ _ _ _ _ _ _ _ _ , ,, _ _ : _ o I � � I I I I I I � I II 42 "X30" D�1CT ' � I � ' ` �. I CORE AND SHELL PERMIT 05/15/00 � � I � I CEILINOCKQRS� CH� N CAL & ELECTRICAL ��I �— _ - � MECHANICAL/ „ � i I i i EQUIPM NT � STORAGE I � � O — il ' I I — �- - � - � - - —I-- - � - - �- - - � - - - I - •- - —�- — �}-- - - - - -- - 11 � � � FOOTING AT ' ` O ! � I � YOGA R OM I PILATES � _ 1 � - - ELV.= 60' -0"± �\ I � + ' - - - � � I -----_-: -- i !- , I I -- �_ ._. __ I - - - L - - - - - - - - - - - - - - - - - - - - J - —�GlI6klEl� - � - - ---- - - H 1 It I I I I I � I - - - � � - I - - - O - ' � � L� i STORAGE J - ' � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - -- - - - - - _ o � '' � H -�-- I ' � il � . � - - ` �� GUNITE WALL : I I - - - - - - - - r-� � I O � � il SLOPE UP -:-�a--= - �-- - - - - - - - - G G i � i � O � I , WITH STA R � , I � 6" PIPE CHASE � � � � . 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' . . . . . . . . . � . . . . . . . . . . . . . SNET_` 4UMEER: a u � EAST ELEVATIaN � ;, . .. A5 . 2 � - ., � . . a As.z 1 /'8 = 1 - 0 � 4. 8 ' , �' _ _ _ _ - - _ _ - - ' --- - - - _ . _ _._ - - --- -- _ _ -- - - - - --- - - - _ - - - - - - - -- --- -- _ -- .. ... _ _ - - . _-- - - - , . _ -- - - _-• - - -- - -- - - - -- -- - - - -- -. - - - - - _ - - - - - - - - - - -_ _ _ _ - - - - -- - - _ _ _ . _ _ . _ D.P.A. PROJECT # 00220�10 � � _ _ - -- - - _ _ - - - - - - - - - - - - - - - --- - - -- _ - - - � - - - , , � - . < . - �- - - -- - - ----- ---- - -�--- - - - --- > ----- - - -- - - - - - - - - - - - - -- - - - - - - - - � -.__ _ .�� _ --_--- --- -- - - - - --- -- -- - - - - ---- — - �--- ,._ _ .. _ � . � - - � - . . . _ . . . . . �_ . - . , - - — _ - � _ . . - . _ : - _ . _ . . _ : . . . ,. . _ . . .- , . .�.. _ _ - - . �� . . : , _�---- . - � - - - - - - - - - __ . _ . .. , . .. .. _ r_ , � . _ . _ . _ .. . . . _. �, _ _ � - :� :� �r_� �=.- - -_ . �_-� .. .` • _ � -'^�r ' - - cv �-" .r � . . _. _ .. , ._ . . - , . _ .� T -.� . . . . a - ,_,^C:`�SC - - - ��FT$t:�`:',.tTi'�:c?�:.�._ - - - - - .W4,..-.,, __ :.... ....._ . �' . `K-° �as`•:. , ,�_ . .F2'�.��`�.'�'' . . . . . . . . . . . . . . . . . � , . � . . .. . � . . _ . , _ .. _ _ .. . _. . . - - -. .. . . . . . . . _ . � . - - • - -' - -._ ... . . . _ . . . .- .• . . ,. . , ,. . . _., . . _ . _ . . _ . � . , ,, . . _ . . . . _ , , �. .. . � . . . . . . . . . - ` ' - - . - , ., . . . . . . . , . �. _ . - - : _ .. . .. : _ . .. . . . . . _ . : . _ ._, . . . . _ . . - _ _ . . . . . . 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COIORADO 80205 ! ' 2301 BLAKE ST.. STE. �iiOQ � '-�%h J . . .:': . h. i '��...; r. . . . _ , . . .. . . . . :' f :• . - . _ 303.881 .8555 F.303.861 .3D27 • - 0137 MAIN STREET . UNIT C106 - . POST OFFICE BOX 2711 .:.. � : _ :. . : _ . .. EDWARDS, COI.ORADO 81632 . � . 9i0.926.8960 F.970.926.8861 : �� :� ...g�y _ _ . . � . . . - .. � n � : . . . . . . . t :�'e,',4 _ . . - . . . . - ' � . � � � �,,r� • a : _ . � . . . . � . . . . . . # ' , _ � . . . . . . . � . . � �•:'i^ ' � ' ei . � . . . � .- . . . . -•: : �. � '.� .. r �^b �' ,.� � - - i. . . - .. 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'� us. t � ;' � ' - . - �' �., , • �� ' : � , � . .A, RRQJECT # 0022U�.i�J _ ., _...� _ _ _ . . : _ . __ .. _ . . . , _. _ - - - - - _ _ _ _ _ - - - - - - __ __ .__ _ _-- ------- - - -- ----- - - - --- - - - - -- - - -- - - - -- ----- -- •----- --- ---- - -- -- ---=--- `-- -�-- - -- - � _ - _.,_ _- - - -- - - - -- •- � - - - -- -_ . _ __ _ _ _ __ . _ _ _ __ _ _ _ _ _ _ __ _ _ ... . . _ _ _ - - - - - - - - - - - - - -•- -- - - - _ _ - - - � - - . � .. _ . � . _ _ . , _ . �. . , ,. . _ , . . . _ . . . .. _ .. , _ . _ _ _, � - - - - - - - - - - - - - GENERAL NOTES : � : �� 1O1 tA � 2A Q3 Q4 O5 � 7 7A � SA 9 10 11 12 13 � z� i, � � j '�� ' • - � Archit ts , , � �, i � t i � i i i i i i � � I II � I I • 2301 BLAKE ST. , STE. #100 DENVER, COLOR.4D0 80205 I I I I I � I I I 303.861 .8555 F.303.861 .3027 � ` I I � _ _ _ _ _ _ I - �\ 0137 MAIN STREET . UNIT C108 ( N�- - - - - - -•- - - - — - - �- - - —{— - - - - - - -{ — - -- - - ---- - � — - -�-- - - —1 N ) , POST OFFICE BOX 2711 `J I � � I �� EDWARDS, COLORADO 81632 � 970.926.8960 F.970.926.8�1 I i I I I � I 1 I ; , I I I I I � I I I � I . -- -- - - � - - - — - - � - - - - - _ _ - � o _ � _ __ � - � - - � - .� - - -- � - - - � -- - ;_- - _ _ _ � � i i , i i r _ _ _ _ ; - � ' I I �. � � I ' � � �� - -- ' � � --- -� � -. � i � � � _ ' i \\ i � ; � ,_ � , i � � i � � � , I �� I � � � j ! ! � � , -_ _ � � ISSUEIREVISION DATE NO. L - - ' - ---� - I - — — - - , - -- - - ;- - - --- - - j--- - - - - - ; - - --- �- -- - � - - — -- — — - - _ _ _ _ - - - - OL CORE AND SHELL PERMIT 5/ 15/00 O - �- ' + � I � , � , ; , � � I • � I i i I � � � �� I I � � . �� I � � � I � �� ' � _ _ - K - - — - - -- - - - - - --- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � K � , , , - � i � � ,� � � � I � L � � _ _ ; ___I � ; I � ; , , � � ; �� . � � � � � � � � � I � � - - - -- - - - --- '- - - - - '- H1 , : � - - - - - -- - - - - -� - - - - • - - - -- - - - � - ---- - — - - - - _ ; � , � � -'� i -O � ', , � - - - � - - - - .- - - � - - - - - - - � , ' - - � - - - - - ---- - - - --- - - - - I - -- , - - - , �- - � - ; - - - I i -- - � - - - - - - - _ _ _ _ - - - i� -- - - �, - _ _ r _ � _ � ��' pF CO(p q i ; � I � ; j I Sp .. �, 90� � ' �I j � �'� GARY M, � i i I L I � � � � ❑ i I � ; , , i I 7k ADAMS * - IOI6 - � � i � I' �I � , � � �% � u � F�-- - - � � ! ' ' - - � — F) E A R��.a , � � � I � , � � � fi, I I ��I � '� II I I I I I' I I � I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __�� _ _ _ _ . _ E � VAIL o-_ _ _ � _ __- _ -_ _ _ __ _ _ _ _ __ __ - , _ _ _ _ _ _ _ _ _ _ _ -_ _ �_ _ _ _ - _ _ - _ __ _ ___ - _ _ _ - __ o -� ' ' � i i ' � - MO NTAIN � ; I , � U I � I ; ; � , ; � � a � � LODGE ; , ; ' I, � i � � O �� a- - - ' D - - -- - - - ----�- � �-- - - - - - - - - - - - - - -- - - --- � - - - � -- -- - - - - - , j - - - - -� - - - - - -- - -- - - - - -�. - ` - - - - -- - i - - I - - - - , , - - - - . � -r-- - - - - - - - - - - - - -- - - - - � - EXPANSION AND �°J -- -- - - - - -- - -- - �- - - --�- - - - - -� - - - - i - - - - - - --- - - - - -- - - -- -- -- - - - - - � - -- - - - - - - -li - - / � , ' � � !� � ' 1 RENOVATION � J � , � � � � - . - - - - - _ _ ! _ _ : I I � O EAST MEADOW � �- - - -- - - - -� , . - - - - - -- - - - - - - _ _ ._ _ �_ - , - --1 - - - - - � � ' DRIVE � r �� _ � , - �, ' VAIL , _� COLORADO — — — , , - , � �, a .=_ ,- _ , _ � � _ �� _e^jrJ .�i��-iL � r � . , . � ' ._. �J �vJ � ' l.y y �v � 1 � CORE AND ( .',� SHELL BUILDING . 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J . . , . . : . ->� . lL -. _ .- . . . . .tF�� • i ,- , �� . . . . � . . . ,.� .. ��r S . .� w.DSf;�v � ..1. ., .n2. �� "- � ni;... . . . �.a . c'$`-p' � �:�[ , � _ . . � „ �";�� . -n n , , r . v41��°7�- ' , .. _ .. . w�t Itdl. �� . _, . .� �. �s�_=a� ' � '�' . �� ; . f.. .. . . . ��k-� . . ,. _ _ , � k-.: *l _ �� -) : . _ _ . �� . . . . � � � - �� `� GENERAL NOTES : ;-, , � 1A � 2A Q3 4 5 O6 � 7A � 8A 9 10 11 12 13 , - I _ — I I I I I ( I I ' _ _ � � - I T - - -� I I I I I I I � I f I I I ' • - � Archit ts ' I I _ _ ` ` , , f � � I I - I , - i i i i : i i t i i i i ' 1; ,' , i - -� � , - ` � � _ _ - - � - --- - - — — - - -- - — - — --- - - ± `- I_ - - - - - - - - - - � - - � - - � - � - 2301 BLAKE ST.. STE. #100 � �- I � _ � -� DENVER. COLORA0080205 ' -_ � i � _ � 303.861 .8555 F.303.861 .3027 i i � ' � _ I I I I � � I I I I 0137 MAIN STREET . UNIT C106 , , ' POST OFFICE BOX 2711 ; I ' I � i ` - ` I EDWARDS, COLORADO 87632 I I ! - _ _ I � 970.926.8960 F.970.926.8961 I � � �' I I � I � I , I I ' � I I I I i � � � ` � -� , I I � I I I I I � � , , , � _ _ _ , M - -- - - - -- �- - - - - - ' - - - -- - - - - - : _ _ - , -- - - - - ----- - --- - � - - - - - - _ - - - - � - - - _ - - - - - - - - - - --{- �, � � O - � I l I I � I � � -� � _ � ; ,� , � � � ; i i � i i i � � _ _ � � i i i ; � � � I I � .�� _ �- � - �, � � j � I i ��'- - - -� � - - �- ' _ _ _ ;; I � � � � i � � � � �� h �l/ � �� - � - , � � � ' � , , � _ _ � � I ;' � �� '�_ _ . � ADDED AREA � _ ! � _ I '� � i . � _ _ -L I � - - - - - - - - - � . -1 - - - - �- - - - - - - - - - - - - - - � 1505 s.f. � - � � - � - - � - �� i-' ` \ I I � - - - - - - - - - - - - - - - - - - - - - - - - - - �I I � � i I � I I � I i � I I � � � ' I I - - r - - - � � � I i I I � I I � '� � �i , i �� i '� -1 � � I I . � � ' �- - - - - - - - - - J i � ' u ; — �/ � � - - - - - -_ - - � - -�_ _- - �_-J , - -- - - -- - --� - - - � ,_- - � - _� -' - - _ -� --_- ,_, - - - - - - -� _ - r - - - - r � ' ; ISSUEIREVISION DATE NO. � � II I I - - — --� — — � — — , I i I �� I � � � -- _ Y-- - - - - ' i J i � I CORE AND SHELL PERM IT 5 15 00 � / � , � � ; r I j II '� I ;I II , _ � _ , _ _ � I i ` , � � I � li i ; 'I I ` ; ` � � � \'J - i - -- - —i - � - - - - � � - -- - - - - ' i - - - - - - - - -+- - - - ,- -�- - -- - --- - - - - - - - - - - - -- � - - --- - K . ., ; I' I - � , , , , ; _ . I i � � I � _. _ - i i i ,. � � � _ '�� i I ' � _ _ - � r, �� i ; �� , i __ ! i � L J ' I Ij � ' ' '' - ' - � ' , �, � � •" -1 - — II� - - � - , � i 2a721 s_r . - -- - ' - - ' _ i � �- -- -'- --- - - - - - - - - � - \� H1 � � � � � � � ^ ; , i � , � * , � i , , � � i �- - - � - - - - - - - - - - - �----- -- - - - --- -- - - - -� �� I � —T � � � - - � � � -I � 'I' , I ' i � - - - -- — — � — ---- -- ��— ' — � — — — - -�-{ H J . I I , .. � i - . . , i ` � I ii I �i � I I � I i I �i � i � � �i � � �I . . I I i I i ' i � . , f-t - Y � ��-Y- - � I� . ' � � I � I I ' I �,' : ' �� I -- � � �� - � � � � � �pp � -�- -- --a - - - -- - - - - - -- - +-- - - �— �; , � - .i- - - I WEST� 0 DOMIN �UM - � - - - - -- - - - i - - -- - - - - I - - - - , I il i - - - - - � � I i - - � � � � � � � ,, I I � � I � � 145 s. f . ' 0 I � i I ' � ', � � I � I i i i i i i; l, ' , . I � � � � i , � � , � pF Cp�� , i _ ' ' , , ; � - --� - -I � � i � 1 ,p � -- - - � � � '. � i � � � - - � � �,,, '�� "�lwk '�O � � � � � I I - � '-- � �' -- —�� — —� � - �� I - i � , I _ ; � � � � GARY M, '� � ' � , � i � _ _ _ , ADAMS � ( F ) - - - - - - - - - - - - -- - - - - _ - - � - - - — — - - - - - — �� F 7k � , - - � - , � a , , � _ � 01 � � � � � i I I '� �� I � � ' �� I T � I � UPPER LEVEL � �� l/� ' � I � 'I , � ,� � � ENO corvooMwiuM � � � 6 �F. �} i I = _ _ � � ii i zzs S.r. � I �' ' f� A R��`� Ih�''� � �� i � � i — E1 � � � � - - - - - - - - � , �� I I I I I I � I , i I LIVING ROOM �l � I � _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _, _ _ _ - _ _ _ _ � ,_ _ , _ _ _ __� VAIL i -_;,� LIVING ROO � � i � � - - - - - �i- '� I � , — , -- — � � � � � i i � ' ' MOUNTAIN � -_____--�—�' � � - = , - — � � - - - - - - - -� - - - - - - - -- _ ' � , � �_ - - - - - - , � - - - - - - - - - _ - - - � - - - - - - - --- - — — — — — — — — — — — I � • � - - - - - - - - — — — j � � t - - - — — ; / �- LODGE � , � � . � � _ _ _ __ _ _ _ _ _ - � _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . � _ _ __ ' � � ' i � ' � i ' � � � I i i i , ' � �--- "� � � � � � � , � � � ! I I � i i � � � � � � , � , � � - , � 1 � � � � � � � � i � � � � � � � - - - - - - _ _ � � � � � � � � , , - - - � � EXPANSION AND - -� _ _ � � � � - - -- - - -- ---- -- --� - - - - - -- - - - -� - -- - - - - -- ------ " - - � � � L _ ! I �- - - - - - - - - - -- - - - � � - I A _ I - -- -- -- - - - - - - - -- - - - - - - i � � - � � - � � � - ---- - A R E N O V A T I O N , - � _ _ _ _ -- - - __ _ _ � _ - - _ -O O -�- - �-- -�-- - -�- - -�- - --- -- - -�l - - I \ / A �. � J � � - - - - ' � � EA T ME D W ; - I , S A O -- - - - _ � . DRIVE - _ _ _ � � � � �'� MITS OF PHASE 1 ` - ' AND PHASE 2 • _ ` � _ �i \ / � - _� _ � � � � CONSTRUrTiON , ,'� ` � , � V A i L � `% � - - � _ , _ _/ COLORADO ; , CORE AND SHELL BUILDING > � PERMIT ( PHASE 1 AND PHASE 2 ) : KEY PLAN PENTHOUSE FLOOR - REMODEL PLAN DftAWN BY JEO - CHK'D BY .� '. SNEET FILE A3 - 6. DWG COPYRIGM 2000 HY MNS PARTNERSMM P.C. SHEET NUMBER: - � PENTHOUSE FLOOR PLAN A2 - , fp � A3 _ 6 A3- 6 � / 8 .. _ 1 � - � �� 4 � 8 � � D . P .A. PROJECT # 0022000 . :. .:; :, ,. . . . . _. . . _ _ _ . , , - _ , - - - .... <t - - � - - - - . _. , , , .. . , _ . , , . . , , _ . . . . . . _ , .. .. . • - = " • : . . :. - - - '�.. � . � , - - �F - - n. . _ -' 1 � T: P • ��'� •-C 'A � •� ,..:�t N �V e,:� �.� ' . N : '::ll' ' . [ - �f - ;'i \ � i� " i ' �}, ..}' ; '.'°�i ." - - ' �, �� _ . .:! � � - • .. � '•�-� � 8(.' � � . a .,. -i i �-� � i - s "fF - �L:` \ °�<-: �"!±- ' -1�, • a �'�" - �� , ��.�r �=��S��i � ' ..� ��y�a�"��'... • _..��'�i�:��.��..,�:"�� i��` . . ,_ ,r�� , _ : . �� GENERAL NOTES � O1 1A 2Q 2A 3 � 5 O6 �7 7A 8 8A 9 10 11 12 13 � I i I i , � - , � � �� - - � _ _ , � � � � � � � � � � � � 1 � , ` , : - � -_ � �, � � - � � � ; ' • - � Archit ts � � I . _ - _ i I I _ i �� i i i i i � - - � _ � � i i i i i i � i i � i � i � � i � - 'N -- - - -� - - - -- - - - - �- - - � ' _� _ - - - - - � - � - - - - � - - � - - - --�N I � I � 2301 BLAKE ST., STE. #100 � _ DENVER, COLORADO 80205 I � I I ' I ` �� - � `` I � I � I � � I I I 303.861 .8555 F.303.861 .3027 - , , ; 0137 MAIN STREET . UNIT C106 � ` � _ , ` I POST OFFICE BOX 2711 i I I � ` �� I I ' 9 0 926 8960 F�9�7 9 6 896632 I ( � � � I I I I I I t I I - ` ` I I � I I I I � M1 ' �-- - - - - - - �- - - - - - - - - � _:`� - - � - � - - � -- - - — � - -�- - - -� � ! � i � � � � _ � - M , I_ i � � - ' I I I I I I I I I ! � - � � � - - - � - _ � � � �- - - - - - ' �� ,� - - - � I I I I I - � I � i I 1 I I I I � I � j � � ' ' � _ i � I � I I . \ ' . , ` I . � i , � � � � , � II � � � , - - - - - - - - - - - - !, � - - - � , — � r� — ; — - - - TT - - - — — - - ,- - - - - - TT ; � II ' � ` - - — ' - � � - ' �\ I I � I � � , -, __ . o — ti i I ` � I � I I � � , ; � � � �C� i � �� ,. � ' � � I � � � � _ �� I � - - - - - ---- - - -- - - - - - - - � � � � �� - �-- - - - — -- - --- - -- • � — -- �- - - I I - - - -- � - - - - \ I / - \ I / \ I / - —� -- - - - - --�-- — - -- - . - - - - -- -- - I � � �ic- -W —�� / , � ' , I - - - - , ,i ; � i i �ii i i � , � � �, � I , � - I � - - � - �, - - � � ISSUE/REVISION DATE NO. - I ' � I , 311 ��I � 'I , ' I � 309 3 � 312 I ' I I CORE .4ND SHELL PERMIT OS/ 15/0 \../ - � - � - � - --- - - - ; - - - - _ _ - - - - -- -- - , - - - - - _� - — - - - --? — --- - - - - - - - - - - � � I � I � � K I I L- � ; �� _ - � � ; �� I , ' _ ��\ ' I I' 1 iil ' I � � I ' I! ; - _� ; J i� , ' , ---- - � � - - : � � � � � � ' ' � � - - - - i I I I I r-, � I - - -- - - - - - - - -- - - ' � —� , H1 � - - - -- • - - —�t- - - � - -- - - - - - - I . ,� , I � '� �' � -- � � ' � - - ��— - - - - - -- -- - - — -i - � ' - -�k —�{ H ) i � � , I � I , � il � I � � ' ❑ h II � f ; � � �-y� � , I I ' W � � � � i I I � � � _ . _ _ . . _ . ___ _ _i I � � � � � . � � -�-.. � � �� I'I Y 4� � T � � � � I � I � I I I � . 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UNIT C106 I � ` POST OFFICE BOX 2711 1 � 1 i 97D 926.8960 P 970.9 6 896632 ; ��,_. , ' - _- �� I i I , I I I I I I ` � � _ I I I I I I � � ' `` O � � M - - - - - - - - , - � - - - —� - M � ��_ I � , i � I � �_- _ _ _ ' ' i � � � \ _ i i i I I I � � I � i 9 I _' - � I ' � I � \ � � � i � i 1 i . - _ - - - - - - I !I I , � � � I �'� � � � i � � I � � i � � , , I i , .' �! � , , I I �� ! L --- - - - - — - - o - - - o -- — -- - - - - - • - s- - — - - � -- — — - — — —flL ISSUE/REVISION DATE NO. ONE AU \� , � � i � � � � ! ' � � I 842 s .f � -_ _ _ � _ coRE �r, o sHE�� PERMir oa/ � 5/o � i I ; � I � I ! I �. , � ' _ FIVE AU ' - - - 209 � i 2 0 211 � I�: � ; - � _ I -- � � -� - � - � - - �, � THR AU'S � -� �, - T -- -�-- - -- - - - - � - - - - -- - - �K _ � � - � � , � i " � I � ' � 12 s .f. � ilii �� i I � � � � � � � � � �� : ' � , � 3 �au "s — - � , � � � � � � i � � ,\ � I N TD � � � � � ZB S .f . - - -----� � � I i � ; � � I i � � �. 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' k� _ . .. , , - . � - ..- .,. + . -. _ _ _ __ _ _ . ,. .. . . �:. . .. . . .. � . . �'�-. . � - _ � . . . . _ . .. . b� . �.. .�. GENERAL NOTES : O1 1A � 2A 3Q � 5Q � � 7A � 8A 9 10 11 12 13 � � i , 1 � I i ' � i , , I , � ' • ' � Archit ts � � � ( I I I � � � � � � � � �� N - - - - - - - - - �- - - — - - - -j-- - -- N 303.861 .8555 F.303.867 .3027 O - - - - _ - - - - - O 2301 BLAKE ST., STE. #100 � � � DENVER. COLORAD080205 0137 MAIN STREET . UNIT C106 �, �� i I I � POST OFFICE BOX 2711 I � I I EDWARDS, COLORADO 81632 j i � 970.926.8960 F.970.926.8961 i j I I I I I I I I I I I , ; `J - - - � - - -- - - - - __ _ _ -- - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - i -- -- - - -- - - I - I - - � I � � � � � � � i , , , , , , , � , ; ; � I ,_ � i , - - - , , i ' i '� i - � i I I I I I I � , ' , I , I I ' � ' ; ; � , i , i � � � j I I I '� i ; , i i — — — — — — — — — — — — — — — — — — — — — — — — — � � — — — — — — — — — — — — — I � � I , � I I j. . . .� _ - - - - -. - . . . - - - - - - - - - - - - - - � - - - - - - - -� - -- - . _ __ __ -. .. . _ ..-_ - -_� - ---_ _- -- - -- � " i I'I - . - , - - - - - _ — -- —� , - - I _ - pR - -- I - - _ ._, � - - - - -- ISSUE/REVISION DATE NO. � i FRENCH �/ u I I i CASEMENT ' FIXED t � FIVE EMPL �EE � TH EE NEW I RESERVarion� KEVS � , - - t - I� � ACCOMM ATION UNITS �}�� i ! 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