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A5-10 - VERTICAL CIRCULATION - STAIR 6
3� 7 � � 3 ' GENERAL NOTES � 5.10,� 5.1 5.10 5.1 � � 9 -2 1. ALL PIPING SHOULD BE RESILIENTLYATTACHE�TO 3'-4 3/4" 1'- 1" 6 1/2" STRUCTURE AT EVERY POINT OF CONTACT. APPLY TO j 3'-4 3/4" BOTH PLASTIC AND IRON PIPE. SEE PLUMBING SPEC. R.O. 2. TO ISOLATE SOUND, EVERY ELEVATOR AND STAIR SHAFT S � S �e — il —R� _ /� LOCATED ADJACENT TO A RE5IDENTIAL UNIT IS FURRED 1 � OUT ON THE UNIT SIDE.SEE WALL TYPES. v 3. MECHANICAL, ELECTRICAL,&PLUMBING CHASES WITH �� �i �� � SOUND ISSUES NEED TO BE LINED. PRESSURIZATION / � 4. PENETRATIONS OF CRITICAL WALL AND FLOOR CEILING I FAN PLATFORM � i ASSEMBLIES BYSTRUCTURAL MEMBERS, DUCTS, PIPES, � � a � ������ }� _ ABOVE 4 � r� CONDUIT, ETC.ARE TO BE SEALED WITH A RESILIENT, NON L � �� � STAIRS HARDENING CAULK. I � 5. REFER TO VT SHEETS FOR FURTHER INFORMATION _ � S6 in REGARDING ELEVATORS. � 6. EXPOSED CONDUIT IS NOT ALLOWED. ALL WIRING AND � � CONCEALED AND FIRE-STOPPED TO MAINTAIN SCHEDULE o DN c� i� WALL RATING. OBTAIN STRUCTURAL ENGINEER T APPROVAL PRIOR TO COOR DRILLING CONCRETE � °° - STRUCTURE. � N 2301 BLAKE ST., STE.#100 `� ti DENVER, COLORADO 80205 0o I � _' o0 303.861.8555 F.303.861.3027 II � � � � °' 0225 MAIN STREET . UNIT C101 � N _ i� EDWARDS, COLORADO 81632 i- � � 970.926.8960 F.970.926.8961 rn � � n � I � - o � � ' o — � I_� .- CV � � � �� _ N T �S ) T -- - - - �T �T\l _ - '� � � - T� II � - M ° i . - ii � �� � ' � .�,� \ � N N . ,, .... -�-- � � M � � BARNE Y � _ - _ M 4' 2" 1' 1 ' 4'-2" � � 4 TAIR WIDTH STA�R W�oTH A R H IT E T �5.10 � � I4�_5�� l �F / ISTAIR IDTH STAIR WIDTH 1936 MONTAUK HIGHWAY �� 7 3/8" 8'-6 1/8" BRIDGEHAMPTON, NY 11932 631.537.3555 F.631.537.0558 210 Edwards Village Blvd., Suite D-207, PO Box 878 Edwards, CO 81632 � 970.926.4151 � , � STAI R 6 - LEVEL 6 � STAI F�-LEVEL 3 ISSUE/REVISION DATE No. � 6 � 3 1/4" = 1'-0" �, OWNER REVIEW 16APR08 � 1/4" = 1'-0° �� ; �� ,, y, / ,, . � ���, LEVEL 6 FINISH FLOOR � LEVEL 6 N TRU TI N D UMENT 8AU 08 161'-9' TOWN OF VAIL UPDATE 5FEB09 � _ - ���_-� 161'-6" � 3 7 � 7 � � � 5.10� 5.� 5.1� REVISIONS � � � DESCRIPTION DATE NO. / ii 9�_2�� _ 16'- 11 1/2" � � 6 1/2" 3'-4 3/4" 5 1/2" 3'-4 3/4" ° R.O. °��° R.O. �� � . � �S _ _ --- -- --- _ � S S - S � � : � � � � 154'-91/2" 4'-2" 9T@11"=8'-3" �� — -- � � � � 3 /8" �n 4 � �� / r� u � � � � 5.10 � V � /STAI RS �, GYP. BOARD CEILING (� � � 1 1/2"CONC. ON - ON METAL STUD o o METAL PAN,TYP. II I SG � FRAMING - � � - � N I II N `° _ ___ _ _ LEVEL 5 FINISH FLOOR LEVEL 5 \ � � I �' �150'-3 _ 150'-0" - � � - (V � 00 M � � � � � � ��� � CONC. FILLED METAL �� oo PAN STAIRS W/STEEL 'oo � � CHANNEL STRINGER, � � - - - -- 1 1/2" DIA. PIPE HANDRAIL ch ch w ANCHORED TO WALL, TYP, ' � ' - � � � PAINT _ � � � 0 ifl `Y; i 1 1/2" DIA. METAL PIPE I _' ao T / HANDRAIL ON BRACKETS / _ � �� � MOUNTED TO WALL , 4'-51/4" 9T@11" =8'-3" � � � � � � TYP, PAINT � � � �� i- � 1 1/2" DIA. METAL PIPE RAIL � � � 1/2"CONC. ON METAL °' AT TOP OF GUARD W 1" DIA. — � � PAN, RE: STRUCT. � PIPE INFILL AND 1 1/2" j� � � j� � � BALISTRAD,TYP, PAINT � � CV � : LEVEL 4 FINISH FLOOR �� � LEVEL 4 � -� i� � o0 ' `138'-9" � CONC. FILLED METAL �-..__- � �.,�_-� � 138'-6" �� �T II _�_.. _ �`','- -- � � "' � c� PAN STAIRS W/STEEL � � �-� � N � � N � �� �n — N �.,� � �' CHANNEL STRINGER, - � ' ' � ' � �n II � I � C+') � I � M � ' ' M M � � : 1 1/2"CONC. ON W METAL PAN, TYP. � �`� � - � v i - -- - - — � I 3 1/2" I 4'-5�� f � STAIR WIDTH STAIR WIDTH I � � 4'-5 �/4" 9 T@ 11" =8'-3" � STAIR WIDTH STAIR WIDTH - ii 7 3/8" 8'-6 1/8" w � � 7 3/8" 8'-6 1/8"I � � � 1 1/2" DIA . PIPE RAIL AT � � TOP OF GUARD W 1" DIA. � �� __ 0 4 � 4 � � � � PIPE INFILL AND 1 1/2" Z �- � � BA�'sTRA°, TYP, PA'"T ���� � �E�E`3 STAI R 6 - LEVEL 5 STAI R 6-LEVE L 2 � � � �2��-o° � A3.56 J _ � � � � 5 1/4" = 1'-0" 2 � � � A� 1/4" = 1'-0" � O O - 7'-6 5/8" C° O J � � o �- 1 1/2" DIA. PIPE Q HANDRAIL ON BRACKETS � � _ 3 1 7 Q � MOUNTED TO WALL , o TYP, PAINT � � � � 5.10 5.1 � � � M � �. ' W 9'-2" 5. Q� � O � LOADING DOCK - � � J � 120'-4" � 00 4'-5" 11T@11"= 10'- 1" � 9 ��8�� 3'-43/4" `'' 9 2 O O � � � � R.o. - � �, (� � U � �\� �,5� -- � � S� �� � � S� � \ -M I� � � '� I N - — -_� �. W 4 � o STAIRS � Q � I � .� _ _ _ , ,f� � --�- - gg � M �,�.�. > � _ _ _ - , LEVEL 2 FINISH FLOOR LEVEL 2 5 ° TAIRS M � o � " � � `'114�_3�� � 114'-� 56 � �o 1 1/2" DIA. PIPE ��� � � � o � HANDRAIL WELDED TO ��'� � / I � O ti ti GUARD , TYP, PAINT � � v � �� � s/ � � - �, :- Cn �` � � , i UP � \ � / _ _� � r---------�i � , _ i i � � � � � 00 �i--------�i °° S� - I�� M I--�--------�I M � S � �� ��, _ _ o - � ;-�-------;I " � � � M I i � i� � � �- - � ' � � _� r---------1 �i — � � I � II �_ _,� II ��--------�I ---� :, .,_ . . � � I I I� : � l._..---------� - ---- �,� � � �� � I �� � � � � � --------�I I�--- ------� � � � I � I� �I �I 11T@11" = 10'- 1" 6'-03/4" � -------- II -- ------ i � � � � ,- � �- I �:� �—� �� �;.� � �� �� � LEVEL 1 ���� � _ _� . � T � : � ��EVE�� uNEwooR3 �oo�-� � "�— , � _ T �� � �' ; '�, � �� VERTICAL CIRCULATION � . . . � tC) N � N I I I __ _ <v) � � _' � I I � �, , , i STAIR 6 M �L J� 4, „ 3 1/2" 4'-5�� ;��� . � ��. ���� I STAIR WIDTH STAIR WIDTH � I I 7 3/ " 8'-6 1/8" 4 -5" 3 /2" 4'-2 7/8" PLOTTED 8/14/2009 10:18:18 AM — jSTAIR WIDTH STAIR WIDTH CHK'D BY Maggie Fitzgerald,AIA � i �� H�-G �IH�� �O COPYRIGHT 2006 BY DAVIS PARTNERSHIP P.C.,ARCHITECTS � �3�$" � �I� SHEET NUMBER: �t � 7 � STAI R 6-SECTION ��4 1 STAI R 6-LEVEL 4 � STAI R 6- LEVEL 1 . � 1/4 = 1 -0 ( 1 /A5.10 ) �_ �/ 1/4 = 1 -0 \_� 1/4 = 1 -0 FINALCDISSUE-8AUG08 D.P.A. PROJECT # 06232.00