|
� � � �'° ��� �.���X1 w/ ��7 ��,� .��
<br /> sT�� ��.f" �i ; ' ga�.rs �� �" Ls� � .�:
<br /> � � �_p�� CQPED C12 Y�. � MIN � �
<br /> � „� „ � i A '� �� (3} SIQES .
<br /> SEE ARCN � �� `� �. � ► � STRI��ER T4
<br /> TO FIN FLR -'� �� �'a. � � ST'AIR ST�INGER, CLOSI�RE PL
<br /> SEE P�AN �TAIR STRIN�E�, �
<br /> CHANNEL STRIC��ER S�E PIAN � �EE F'LAN
<br /> � i SEE PI_AN � ' --� ,� — CL{�SI�RE P�Y'�."
<br /> STEE�. PLATE TREAD �" � LA�DING TOSL, AS REQD -
<br /> ,,�'� �� � ���PI�N aSL, i �
<br /> SEE ARCN �, � � S�� P�.AI� '�,
<br /> y � i BM, SEE EL r�
<br /> � � �......_..�....,...... ..,..�...�,.�. 1 1��j ��� �� I �....____ __........_e
<br /> � � �' „� � �T1F P�" I � �
<br /> v� „� � � 1 __...____.._.__
<br /> r
<br /> � � (3} SIDES .
<br /> TYP j� �„�x4" �NS � �8" �C � � � �
<br /> ,-� AT COPED SECTION � _ ,
<br /> ���
<br /> f,,� TR�A� �0 '� COI�C ON METAL. i i E� �s 2-12
<br /> � �� � S�CRI�IGER �� � L4x4�
<br /> � - DECK SEE P�AN � �
<br /> �� TREA� TO ���� � �� } j � � � ls �-�� M -
<br /> r T� FI�I FLR a � BM, SEE �L. ��..OSURE P�. �s `.;:
<br /> .-:,
<br /> ' �`READ SEE PLAN i � T{� P�. �� C9 W/ L4x3�, ;�
<br /> � �� � 1�� @ � 2 i �
<br /> i i � HSS PO�T, SEE PLAN • �{= .
<br /> �s�'�s y �--�o � � s�� ��a� ����X� �� s�r� ����s a, �„ � {�} s����
<br /> ,� y �
<br /> �4x4 � � � � � ¢ •
<br /> �,,r �,�, .
<br /> C��ED C12
<br /> SECTIC�N A—A SECTI(�N A—A
<br /> � � ��
<br /> TYP I ���. �TA! R TR EA� D ET�I �. � TYP � � 2 � ���1 C� ��. �1 QTC N � ��A R � ECTI � � � � � P P� �T TI ��A� I� � ��TI � � � �TAI � � �CTI � � � '
<br /> SCAL�: � °'=1 �_�y, S�ALE: 1 �,_�,_�„ SCAL.�: 1,��� �_��, SCALE: 1 ,a�1 a_�„ ��A�E; � �,_� ,_�r, �;
<br /> 54�2 5426 S45� S426 54�2 5426 5213 542� 5�-52 542�
<br /> ,;�,
<br /> � `t.
<br /> S�AIR STR(NGE�, Y�„ �AP PL '
<br /> SEE PLAN
<br /> STEEL F'I� I..�,NDING � ��E PLA� � SEE P�AN �
<br /> � C��}S�JRE PL Y�"—�
<br /> � STEEI� P� TREAD ST�11R STRINGER, � 3 � �,,-� fs � AS REQD C�.��URE PI�'�."
<br /> i SEE TYP �ET ,, SEE PLAN ,. l i AS REQD i
<br /> �;
<br /> STAIR STftINGER, - STAIR STRINGER, - ° 1/S426 ,�' � ..'f SEE PLAN � � 3 ...
<br /> SEE PLAN � SEE P�AN � COPE A5 R�QD �' STEEL P�. TREAD---� .�' �-- � 1s 2-12 �JP
<br /> � A ,-'r �EE `CYP D�T .- __.._.___ ___._ ` � S�`AIR STRINGER ! + � � ��� �'�' ���,
<br /> T � S� OF �TAIR ,, .� , ,
<br /> ;�' �f 5426 ,,�-' � �r �EE P�N ;; '�� �
<br /> ,� f � �
<br /> 16 _.._ � �� _. �_. ��Q���� �� !4 �,r'�� t �„� ,,.�'"� � t �''r I I �`�,� �6 '
<br /> �� �� � � -``,, k ,-�f• � , f�� SEEE_I_Y�� �READ—�i C i i � �. ,.`
<br /> �.__________�___
<br /> �� . ��� � _______,______ � �
<br /> :� -
<br /> ---- '� ��s SIDES �,,�' � � 1/�426 ,.` _ � _�— J ---- � �'`
<br /> �_ � ,�'� � � ��`` I I � T8� � ��
<br /> CAP P� �" - i � i .�c i i '� � 705L �,.�-'� � � � `� � � � � �s 2-12 �,��� �
<br /> i i i i �� �i SEE PLAN � �� — — _ _ 1 • .
<br /> � � �, � ��
<br /> � u.� .�.� � � -�' E ► C9 �N� L4x��'�. �
<br /> ��s i i i i j NSS POST, � ' � '� � �
<br /> � � � i a � i �-- � � � �L.N, S�E P�A� C�OSURE PL
<br /> � SEE PLAN ► � �' i � � TO ANGLE
<br /> N5S PQST, t � i NSS POST, i i � � �' NSS �45T, � � STAIR 5TRINGER
<br /> SEE P�AN � ► SEE PLAN � � � � � � � ' .
<br /> i � � � j ,, � � � SEE PIAN � J 5EE PLAN
<br /> » L3x2x�x� —8 � � ► _
<br /> � � �vJ (�) j4"� �x� ' ' ��E ���v E _
<br /> sE� ���
<br /> � ��� A,NCN�R, EMB�� 4�'} N(�T�S.
<br /> SECTIQN A-A FOR STRI�I�ER T(� N�S PC7S�C SHEAR TAB CO�NECT(Oi� SEE S261 . .
<br /> T�'PI �A� �TAI � �0 � � DE�AI � � �TAI � � E��I � � A� F�L�� R E �TAI � � ECT1 � �1 F �TAl � � E�T� � �1 � ��AI � � E�TI � �1 N ��.
<br /> ��71��. �7}�� 1_�1P �����. � f7_�}�rt77 1! ! !} !! i kf 77 7 iF � .r
<br /> � �� " 5452 5426 S�A�E: � =1 -0 5�52 S426 SCA�.�: 1 =1 -� �452 5426 �CALE: 1 =� -0 S452 ��26
<br /> ���� t:�� �:'lf��'�:���I�
<br /> ��t/I��l�� ��� P���I��"
<br /> � �
<br /> STEEL P�. LANDING ! -
<br /> � ,,�` C{�NC ON META� � �-
<br /> 51"AIR ST�INGE�, ,,� _ ��CK, SEE P�AN STAIR �TRfNG��� �-��--�`� HS� CON1� �1T SIM -T-�,/`T-
<br /> SEE PLAN � SEE PL.AN � ,�_ I ��`�� N�S CONT A1" SIM- .T ,
<br /> ( ��,�a��„���_�,> � $� ,
<br /> CAF' PL� �``�,,
<br /> Ta F�I N � .,� � �
<br /> _ _���. _ LANDI�IG � 3 SID�S
<br /> 5�E PLAN � _ _ � � � }
<br /> .' r � �
<br /> - ���— I = i _._.._ _.._�.__._ I I
<br /> ! l _ I I
<br /> — — � �
<br /> � L�X�� ��_�I I I
<br /> L.4xfi-� C� 2:_�r� ��� ' i I I i ��-X�-X� � �:
<br /> C 10,
<br /> MAX SEE P�AN ��� FASTEN W 12 � � -� �� i i
<br /> � ��cw �� Pu�a�� ����, � � � � -�� {�} ,
<br /> � SEE PEAN EA F��JT� i � i i y SIDES
<br /> � 2-9 2 E i NSS, SEE �L � �
<br /> T�c� 3f'� _i a � � � � � S
<br /> l�6 �"'�� 'r���{�'�'I�� �—� 1601 Fifth Avenue,�uite 500�SeatEle,WA 98101
<br /> {ttt 20G.623.0717�fax 206.624.�775
<br /> e�f#man.com
<br /> LABTIN�a �Grcy��$�n������,I� .
<br /> � ,
<br /> �TAIR � E�TI � I� � �TAIR � EC� Q � � D � �T � � � P� RT N �� TO #� �S �� � � E�TI � � �
<br /> SCA�.E: � „=1'_��' � SCALE. 7 "_�,_�„ � SCAL�: 1 "-1 �_0"
<br /> 5�-52 5426 5452 Sfi-2� 5�13 5426 � . °� .��� '� � •
<br /> 5�'M REVlSl01d 5Y APPROVED D�TE SYM REVISIt}N 8Y Af'PRC7VE0 DATE �RAWiU DATE St1BTCTLE CURRENT R�tiS1t7N SYi�80L [� ('"� DATE
<br /> .g,� s. �J ACCEf�TABILITY c. YOTsu�� ��.��.�� �1��. �E�TI��I� ��� �ET�IL�
<br /> ORIG EDC S�ATIC TEST FACILI7`( � PHAS� 2 �144406fi4 CEI EO 03.10.17 �b�' �� �As .� 7HIS ��SIGN ANC7/UR cH�c�Eo W444Qf�64 � ( `� � �7 Q3.1 C}.1�
<br /> �W��' � SPECIF�CATION I5 APPRC}VE� R. REEVES 1�,22.16 s���'
<br /> � �"� �, � T"�'� EDC STATIC TEST FA�I�(T� — PNA�E 2
<br /> APPF�C7VED 8Y [}�PT. DATE �. MORGAN 12.22.1�i
<br /> CHEGKED ,
<br /> "� „a � `�' � E. OJAI�1 12.22.16 �
<br /> ��L � � �, � J(3� N0. C{}�1P NQ. {•..
<br /> ,'� 33631 ,r�� APPRflVED �
<br /> � �����, ��� ti�' W444Q6�4 � _ .
<br /> �'sx��.�L �,��' aP���v�� S�RI�CTURAL MASTER EVERETT, �tVA �w� ��'. 45-0�2-5426
<br /> 3 9 t7 •
<br /> n
<br />
|