____. ......._.. . .. , __.__.. _. _ __,_ _,,...... _.... _,. _ ....,. _ . _ ..
<br /> w _ . ._, �_ w__ � ..,___..,.. .._� . _.._y�____�,. ,_ r__._� _._� _� _ _. . I
<br /> /. �' �� ,1 ,.R��
<br /> �v
<br /> _ _ EE RING
<br /> � .
<br /> , _ ENGIN
<br /> - -- - - £ - -
<br /> , -- 250 4TH AVE. S., SUITE 200
<br /> � EDMONDS, WASHINGTON 98020
<br /> PHONE (425) 778-8500
<br /> � FAX (425) 778-5536
<br /> 3
<br /> i
<br /> �
<br /> ? ,..,.
<br /> , , ,
<br /> . _ t�.a, �Y
<br /> 1
<br /> �
<br /> 3
<br /> �
<br /> 3
<br /> . .... � �;} .. �
<br /> i #., i;
<br /> . .. �.:�5,. '..r i
<br /> : �
<br /> r �;
<br /> 1 1
<br /> . € . ..,£ � � ` i �<. u. s.a x f a .�a�
<br /> a..�.. " { ,.. .. . ... ... ....i...
<br /> ��� r..l.i ..i .. ,. >. ..�x,....m.a.sz<.».ns..m ..�..v.... ..., .....:.
<br /> -:, ✓ ... v.� .:.�......... �-_»..�...�su..w......,.,,..:mc�u....,x.un.w�'..,w'mc.,»wzw�..:..�.ur�i.� ..........:.::� ..-,a.,w.s;.�.:......,ss.«<.�..�ru.u.:.<.u.., :::-.:Me��oa::�+.�. �.,s�.� `�d
<br /> „�,:•, � . ,.i. . .
<br /> �
<br /> Y .�.< .a..�.�.,R,..,,;».�w�„��,.,,T , ,.:; , M. , � �...� ....�,,.w,.�:,�,�.,..,w,,.��:.�„ ...�,.,m..,�..� .>....�,-.. .
<br /> ; � � _...�,�,� .,�� �.-<�. �..�b,�� , .. _ , ,..�_..>�,��.��� � »,�� ,�,k��� ..� �.��,µ �.� ..�.,.. �,� , a.,.,,a � � ,. _�..... � �„u,,�.�,�.�»�u ��a��`�_ — - -�
<br /> � _ ., � ,�. � � „ �
<br /> ,_. -
<br /> � �
<br /> � � �
<br /> .
<br /> , - — - — ��' '� — - ---
<br /> 2 i n
<br /> i
<br /> 2-�
<br /> �
<br /> S
<br /> r-------� -----� ��6 � I 15 M. ?'1
<br /> I I � y,3I ,� ,T
<br /> ,
<br /> I � _
<br /> � � �`�� � I I I �� � �1�
<br /> I I ��12 x 4 x��1� � ; i � .., . „ v��.. .>,,,�., .H,�,��,���� ..�,�. �;,N�.��.... ..,��.,,,� �� ��r
<br /> - - --
<br /> � , �.,w.ax,....��„��,�u� H . �,,,,.�, .r. ��
<br /> � �,,,
<br /> z � �,
<br /> _ _ ._
<br /> � i� I � I I II � _ - - J _ _-� � ,h� dl Y
<br /> I v„ �1
<br /> �
<br /> ' I i� L--I,---'J
<br /> � i i n i u � n I I
<br /> �
<br /> �_____-_� 1-6 x1-6 x0-10 DEEP . �sot ti
<br /> � � L � 'ti�
<br /> CONCRETE FOOTING W/ S �S
<br /> (3)#4 EA WAY BOT � sI�NAL
<br /> I
<br /> � � � i� „� ��'��� �
<br /> 08/2�/18
<br /> ... _ . . . ___....., ,. _,..�____
<br /> �
<br /> �
<br /> in I ��_ . ._ ,�
<br /> � �
<br /> �� �
<br /> �
<br /> r— S � ,.
<br /> � �
<br /> I — —— I — ��3�6 ,, _ _.._.._ :....... ..._ _._ . �.. _.._..... �=
<br /> r— I— —�
<br /> � J '� .�?� � ; - -
<br /> _
<br /> I I HSS1�2x4x3/16 � � 1 'I�` �I 1 � �i � � � .w. ��
<br /> ,
<br /> - - � - - ' ��
<br /> q w�.H-.�o.. .�.,r<m......... . :... „.,.,,e.x,v� �..,,..
<br /> ..�,,, �.�;:�.�...::. ,�_.�.�,m;:.�.w�.r�nw,,;,,»e�e�....�.,.�.. , _.
<br /> j �r�1,�.,.,.,,� --� - .. . �
<br /> � �
<br /> I � I I L— — _I ....:..�y..':.. �
<br /> I I `-----J cn
<br /> �_______� Q Z
<br /> � 2'-0"x 2'-0"x 0'-10" DEEP � O
<br /> a
<br /> N CONCRETE FOOTING W/ — N
<br /> (3)#4 EA WAY BOT ' �
<br /> _ ' O
<br /> � ; � � — —
<br /> m
<br /> H
<br /> - - — - �
<br /> _— - --- — �
<br /> - - � � - °`'
<br /> �
<br /> : , n Z
<br /> � . �ro�,�,,,� ���.R....�.....u,� , .,.,,p,,� �.,.�.:� ..,�,,,N�� ,,,,,,;;,,,,,,, ,,,,,, �,au _.,�,,,�. �
<br /> �... .� r.d�,��,.,M r��...., � _
<br /> �,,,; � k, �� x ....... .,..,.� ..Mw,�.�,�,, . ,�,s.,
<br /> ,..,.,�..�,.......
<br /> . <,.,> .� _.n.;.., ,��..��M�, �..:r....,,,�_ �_: �, _.� ;,,, A,,. r .. . ,.,..: ..�,,.w.� ��,
<br /> . . � n .nce.�.ix.,...� . , u� . :t.ti. �.:.�w..^�vw`:.,,.... , a..'.��m ,�.�.:a�..swrwr.,. �:� ......aax+vaama ...�_...a..�aaau�.. _.:r �"^� 3<<i. . .aotta+� . —
<br /> m __ � � �
<br /> ` LL
<br /> W
<br /> ���.,w„� ��. � _ ,
<br /> ....: F—
<br /> � � - - � � �
<br /> _ _ �
<br /> ? w w O
<br /> � a U
<br /> �
<br /> �:
<br /> � ���rr- ,E�
<br /> _ , � � _
<br /> _ _ _ � _ . __.. � _ ��_.... . _�, .. � _ . . . � .._ . _�_
<br /> . e� .. . _ , _.e.� �_ �..�. . ...... __ , pp
<br /> �� __ ._. �._ __ . —
<br /> — _ _ ___ _
<br /> �. ��.. _ �, � �
<br /> � w � �
<br /> a' 1- N d'
<br /> Q O N
<br /> � � � �
<br /> i O O
<br /> �
<br /> ; Y
<br /> ' �
<br /> __� -- — - - - -- -- - - - - - Q `�
<br /> � - - -- - - --- - - �
<br /> � F`` ;` ; ,,; ,,,,
<br /> -� �' ° .' ,,-� ,, ,%"
<br /> r� , ,,� ,
<br /> � f� � ,� '' ��, � �� ,�� ,� '� � � �� ._ _ __ _ _ _ _. `_�___. _.. __ _ _ _ �_ _ I DESIGN: BTJ
<br /> ; , ,
<br /> �.. _ __.. __... . ___._ ._.
<br /> DRAWN: JCP
<br /> STAIR FRAMING PLAN
<br /> 1 SCALE: 1/2" = 1'-0" C H EC K: D MT
<br /> r- --- '��,T►.-�.a.1�� t�a� 'TU
<br /> 2'-0" 0 1'-0" 2'-0" 4'-0" J O B N O: 1 81 89.1 0
<br /> �� R�MAt�1 �vt.TR*t'-�a,� DATE: 07/02/18
<br /> W f iM1.l DRA1 V'�
<br /> ;''c`P` `�%'i' ' ��y �,`�. ,�' '�-`{P 7
<br /> PLAN NOTES: 1'-0" � , �
<br /> 1. ALL STRUCTURAL STEEL SHALL BE 1
<br /> HOT DIP GALVANIZED. TYP 3 16 �
<br /> 2. CONTRACTOR SHALL VERIFY LANDING
<br /> HEIGHT& EXISTING GRADE PRIOR TO
<br /> STEEL FABRICATION. HANDRAIL
<br /> EXTENSION TOP
<br /> & BOT OF STAIR 4'-0" Z
<br /> MAX O
<br /> � �
<br /> �ELEV+106.6" �__ ___ �_ ,� W Q`
<br /> � /
<br /> £ � �
<br /> � '- �..L.�
<br /> 3 U
<br /> ; - Q -1
<br /> �
<br /> ' J W
<br /> i � � ----� -�X-t-�.s��cu i,,-s- �
<br /> �1 5 � �
<br /> S3.1 � 5 �� `'�rs�T'oM '�'o c�t�,�,✓ � `rV
<br /> � � '�.�.1..'� aF �1A►sbI�i�
<br /> � � � l � ^
<br /> MAX 1 � � �
<br /> � i s'�� ��`l_. 1 � `',�#; , �� _ V
<br /> � 1'-0° � - Q N
<br /> � � H Z
<br /> 3 �l � � N �
<br /> S3.1 � �
<br /> ,;: � � Q Q
<br /> � BEAM PER PLAN � � � �
<br /> s
<br /> i Q Q �
<br /> ; 1 6 � � �
<br /> j 53.1 53.1 2 W �
<br /> �
<br /> � S3.1 N� 1� �
<br /> 3 �� � FOOTING PER PLAN 4 �� � N N W Q ;�
<br /> �ELEV+0.7 l / � S3.1 / � ELEV 0'-0"� �„O � > � �
<br /> ��
<br /> � _. ..._ .. .__ _._ .�., � ....... _ . _.. __.. . _ __ � � V I �
<br /> ` � .— L�,J
<br /> � _ i � _ �
<br /> i
<br /> ��—_—�� 11'-10" ���_,�� SHEET:
<br /> STAIR ELEVATION
<br /> 2 SCALE: 1/2" = 1'-0"
<br /> 2'-0" 0 1'-0�� 2�_��� 4�_���
<br /> ■
<br />
|