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I� II� - � 121'-2" - - - - - I - <br /> � J.89 ' ;-�- J.89 i <br /> 4'-6° f - � I� '� � <br /> � <br /> i 3'-6" _ 13'-9�� � �� � ,i' \ <br /> ` > � �' , a� , 4 a ^ ° � < � <br /> 13 TREADS @ 11" , 4'-8" 3'-6" � <br /> ,a =---__. - -- ` -- --- _ - - - <br /> - 5 TREADS @ 11" � � -� ; 120'-6" EXISTING SHELL AND CORE LEAN-TO ;� `-� <br /> � <br /> � � i ,I , ,I �I f� 1D1 - '�'-— PREFINISHED METAL COPING CAP. � <br /> I � � �� � � - '� - PREFINISHED METAL COPING CAP. <br /> `� R2 �� � ��' � �i �i i '�� Up � � � 87'-6" _ _ � � � ABOVE � SLOPE IN DIRECTION AS SHOWN I <br /> � , <br /> � � � � � ��� �� � i ��I �- � I , � PVPVC ROOF PARAPET FLASHING TO ;' <br /> � � r ; , :, , i �i <br /> \ <br /> _ i i i I � - ( i� �, EXEXTEND OVER TOP OF PARAPET ( !! i <br /> � ' � R2 � i � � � - _� �i � ;, <br /> il � <br /> � � � � � ANAND SECURELY FASTEN TO % <br /> � A <br /> �� ��i � <br /> . <br /> . � �� <br /> M � i � � � R6 --�� ' <br /> � <br /> ' EXEXTERIOR WALL FACE ON ALL �. <br /> � , i � i � 1 � <br /> � 1D1 ` <br /> - � I i � � � � � VERTICAL BACKS OF PARAPET. TYP. REFER , <br /> ' i �� �� �,�,-;/ � � �:� ���,//r,�/�`. ----- � -- --- - - � � -;-.,� � TOTO PARAPET DETAIL � �� <br /> '� � - _ _- - -- ` " <br /> � A600-61 A503'�. PVC FLASHING MEMBRANE <br /> i ; - ;,:._ ,,,;/,, <br /> � �-- PVC ROOF MEMBRANE '� ! BELOW COPING. REFER TO <br /> � , _ _ � , „ <br /> � = 114 - ���� <br /> 2 PARAPET DETAIL <br /> A600-61 A600-63 �h � '� � I II � �\ � � ;'� <br /> � �� - � = ��' '� ���; i I ' i PREFINISHED METAL COPING CAP. `� �� �� 114'-3'' � <br /> A600-61 A600-63 , ' � SIM � � I�� j � N35 _ _ �� SLOPE IN DIRECT ON AS SHOWN � � � <br /> � <br /> 7 ' �I / � I <br /> _ _ � <br /> _ �_ � <br /> , — — — — — — — <br /> .� K — — — <br /> � K <br /> , � <br /> , K <br /> `� <br /> � ,.,;;;; , A600-61 A600-70 - , \ <br /> �� <br /> ,� , <br /> %; _ - T <br /> � _ .���� � -; _i' i `-' '� I /� E- <br /> N � �� �� <br /> L I I � � � � i � __ \ <br /> - a . � ; � . <br /> � � `� � � ��� � :�� � � � ' � �� � ° � � � �, � �� � �`" � � ��� � � T � PREFINISHED METAL COPING CAP. <br /> � a ^ � .� <br /> g SLOPE �N DIRECTION AS SHOWN. TY . <br /> � � j�� 114'-2'� � � - <br /> STAI R J3 - LEVEL 1 � ��� � � i� ! �� ��� ��������� '��� r- -__ _ <br /> � STAI R J4 - P L E N U M � � � ,���, i , s��PPER To �oWER RooF ; <br /> I;_ PREFWIS�TAL COPING CAP. <br /> SCALE: 1/4" = 1'-0" A600-2a A600-61 i � <br /> LEVEL T � �- i� SLOPE IN DIRECTION AS SHOWN. TYP. <br /> , �� 4 � <br /> �, i A600-1b A600-61 <br /> _ - - -_ -- -- �t <br /> E: 1/4"= 1'-0" ' <br /> �, <br /> � � 3.75 3.80 '�� � � � _ �� � <br /> � ' <br /> �� ���� ��� <br /> � �� <br /> � , --��-- � � <br /> — RAILING TO BE 4.HO ' � I�� <br /> I � REMOVED IN � ��� � <br /> 3'-6" � 7'-4" �� �� PHASE 2 � � �`,� � <br /> 8 TREADS @ 11" I i \— SCUPPER TO LOWER ROOF <br /> � <br /> , i � <br /> � , i i �i R6 ' . <br /> �� �� �� � : - a � AI R J4 - R00 F <br /> ', i i � I' i i ',uF _ � <br /> � � M ��'�� <br /> , li i i j i �� i � � <br /> � <br /> I I <br /> i i� i <br /> I � I drn <br /> � 1D1 <br /> �i i <br /> ; � <br /> H <br /> R2 <br /> i R2 � , --_� i R6 �,j - _ �� 8 <br /> � _ ' Rg �� _ � <br /> _ - - SCALE: 1/4 - 1 -0" A600-2a A600-61 <br /> ` i �� � i � ; <br /> � <br /> � I � � � �� i �� � � �, �_- _ <br /> DN _ R6 � , � � , � � R6 <br /> M <br /> � � � � � � <br /> � R2 , , , , 1D1 _ , <br /> A600-61 A600-63 <br /> <� �.� <br /> --�- <br /> ; j � � � 2 <br /> . ,� <br /> � <br /> I — 3 TREA�� �D S @ 1�" ' � R Z � � � I � � I � � � � � � � I <br /> -_ __ __— � � � � � �� � � � <br /> �� o �� � � � � � �' � � � <br /> � � –� — - — - —�—i'' . 2 �' i i I � n � � <br /> � A600-61 A600-63� �� �� � � � � � � � � � � � � �' � � � <br /> � �, � �i i i i � � i � � i � � � <br /> { i i i i i i� i i i i i <br /> , � _ _ 2. _ , �� � �� _ K <br /> 8'-10° _ „ „ <br /> 13'- <br /> - 9 <br /> 6'-0 <br /> _. � <br /> R6 1 T EADS�11" <br /> a ° . ' ^ - � � � G. - a '� ' q � . - - j I< . .' .� . <br /> STAIR J3 - HOUSE � � � <br /> , <br /> � a � <br /> � <br /> MECHANICAL LEVEL 2 � ,� <br /> ,, , � <br /> � SCALE: 114" = 1'-0" A600-3 A600-61 �' �� � � �� <br /> � � <br /> � ° <br /> _: , . <br /> , - � / <br /> ���. � � � � " , <br /> � . r � <br /> .� �., > o <br /> s��, �<� <br /> - a . I <br /> 3.75 3.80 ° 3.80 <br /> � �� ��� : ��� <br /> i- RAILING TO BE <br /> IREMOVED 5 <br /> DURING PHASE 2 � <br /> - � :: - :-. �== - - :__ - � STAI R J4 - LEVEL 1 5 ��p ,3�-9�� 4�_0�� <br /> � � <br /> ; , , R6 SCALE: 1/4" = 1'-0" A600-2c A600-61 `- � � �- -- <br /> � R2 � � : _ -_- =- -- <br /> - <br /> �� `'' �� �, � � � "'� �,. -:_ __ R2 -� � � - -- - - i iL � � <br /> 7 - --- - - <br /> w:. . .; _ <br /> R6 <br /> , � 111�.6�� � �_ � .� - <br /> � <br /> _ _ " � � <br /> _ �- <br /> _ - - <br /> o � -- � , T,:��. . 3 <br /> , <br /> � <br /> _ � - - - - R6 3.80 A600-61 A600-63 <br /> I r- _ - _ ---- - <br /> - - <br /> � - , <br /> - -- -- <br /> � R6 R2 `� -- -- �_ -- _- � ��_ — � <br /> ,� � ----ti pN - -- ---_ --_ __= --,-_ - I <br /> _ ° <br /> � , <br /> �-- ,,.,.�_._,a......,..-�..,,...�.`A....a..a.-- 3,a...�-,,.a a I -___ __ <br /> A600-61 A600-63 " "'� � <br /> ., ,; <br /> ,_ � � <br /> _ _- = <br /> - - � 19'-3 °� ��,: <br /> _ _ -- - -_� __ � R6 �� �- n sM <br /> i 3'-6" 8'-3" � � �, ��_6�� <br /> - , 9 TREADS @ 11" M <br /> ' 21 TREADS @ 1�" ' <br /> - � <br /> __ i � <br /> � _ _ � ._ ;,' ,S ��o„-r� � 3 - , t �, <br /> � � � = <br /> STAIR K3 - <br /> � , ' A600-61 A600-63 '� <br /> ' � <br /> � EQUIPMENT LEVEL 7 � -� <br /> _ __ , _ <br /> -�, _- <br /> � -- - ' � SCALE: 1/4"= 1'-0" A600-5a A600-61 -� <br /> � __, <br /> I HOLD _�. <br /> STAI R J3 - CONTROL STAI R K3 - CONTROL <br /> r ROOM LEVEL 3 ROOM LEVEL ��- 10670 '---.------ ' <br /> i `+ � REGISTERED i <br /> V I ARCHITECT I <br /> ' !==tar agomar ino I <br /> SCALE: 1/4"= 1'-0" A600-4a A600-61 SCALE: 1/4"= 1'-0" A600-4a A600-61 ' <br /> ;, x: ,__.,� -; ``��, S <br /> � ;� � ��'`' <br /> _ _ P OM I��NO�I I <br /> ��� � ,4 � �� � <br /> � � � 'V--�- � y �• 90� SW �bth �treet SV�te 3�7 STATE OF WASHINGTON 2, <br /> ��' " 0 2' 4' 8' 1 <br /> -_. -- �: -� I <br /> r - Renton, 1Nash�ngton 98057 SCALE: 1/4��= ,�-o�� <br /> �= � <br /> � <br /> W A S ACCEPTABILITY DRAWN IDATE SUBT�TLE CURRENT REVISION ;SYMBOL �DATE � <br /> SYM REVISION BY APPROVED DATE SYM I REVISION BY APPROVED i DATE op H CX� 'IZ/ZZI'I5 ! ' o <br /> ` 0 ISSUE FOR CONSTRUCTION CXJ PJL 11/17/15 � �P`` ���o THIS DESIGN ANDIOR CHECKED '-- j E N LARG E D STAI R PLANS W254H317� 2 12/22/15 � <br /> 5 , �� SPECIFICATION IS APPROVED PJL 12/22/15 SHEET �c, <br /> I 1 REVISION-RELEASE 32(P2P-POF 90°!o BOOTHS 1 -60%BOOTHS 2) CXJ GRK 12/01/15 � eRPHaRCHir�cTs \ ENG�NEER r�r�e — o <br /> � �OE,�� ENGINEERSINc. 1 qpPROVED BY I DEPT. I DATE PJL �ZI22/15 BOEING 777X CWC BUILDING o <br /> I 2 REVISION-RELEASE 33 CXJ GRK 12122/15 n No_st3� CHECKED �y�O O � � N <br /> � �� r _ , . � <br /> i �\�\ j�o/ APPROVED B U I L D I N G 40 58 ,106 NO. COMP NO. _ _ � <br /> 'c,yr���tiP 40 58-A600 61 � <br /> F OF AUTH� APPROVED ARCHITECTURAL MASTER EVERETT, WA °WG"0 40-58-A600-61 <br />