Laserfiche WebLink
PLAN NOTES ��;�J��� <br /> � �'-��,���i <br /> ' 1. FOR STRUCTURA�DESIGN NOTES,SEE SHEET SOA2-S0.06. ��� <br /> , 2. ARCHITECTURAL BACKGROUNDS ARE SHOWN FOR REFERENCE ONLY. <br /> ' I � � THE DIMENSIONS SHOWN APPLY TO STRUCTURAL ELEMENTS ONLY FOR <br /> ' � � � � � � � DIMENSIONS NOT SHOWN,SEE ARCHITECT OF RECORD SUBMITTAL. <br /> � t i � � American Property Development,Inc. <br /> ` i � 3 � , � 3 ! � I 110 110th Avenue NE suite 550 <br /> ' ; ;S2 1 ---- --- i i ; S2.1 � � I � � 3. CONTRACTOR SHALL FIELD VERIFY EXISITWG STRUCTURAL Bellevue,WA98004 <br /> ; _ _ _ __.. _._.___.___._._�..N ____ CONDITIONS. IF ANY DISCREPANCIES ARE FOUND, CONTRACTOR SHALL <br /> ; _ _ _ v y ' _ ___ __ -.�� __ , i CONTACT THE ARCHITECT AND ST UCTURAL ENGINEER BEFORE <br /> ; � E _ _ T - __ __ = - � ` i� � "�" ^"��� �� I ' �y PERFORMINGALTERATIONWORK.R <br /> , _ .- ._ ._ ._ ._ . .- .- _ .- ._ ._ ._ .- . I <br /> ; � ' -�ir ; `C�' i�-� 4 I �j (CONSULTANTS LOGO ANO ADDRESS) <br /> 4 x !� C8x13.7 �s! ��� 4 X C8x13.7 , S2� � yp� 4. FOR STAIR FRAMING TYPICAL DETAILS, SEE S2.12. <br /> (O N g x <br /> S2.1 �r--J� � LANDING DECK Isi �f � S2.� �`�'� LANDING DECK I� '�°i� � d � ���� �� °v <br /> M t, � � s r� � 5. LANDINGS SHALL BE 3 1!2"HARDROCK CONCRETE OVER THE FLUTES OF <br /> J x I 2 2 I! I ( J� 'I I� M � ' � 2"x18 GA.TYPIC W2 VERCO STEEL DECK,OR APPROVED EQUAL.TOTAL <br /> a� ` � a�' ; 2 2 �a o ; i I THICKNESS=5 1/2". REINFORCE WITH 6x6 W2.9xW2.9 WWF PLACED 1 1/2" <br /> z N S2.1 S2.1 r, � z N ! S2.1 S2.1 , '�N � CLEAR FROM TOP OF CONCRETE. DECK SHALL BE CONTINUOUS FOR 3 OF 201 N. Maple Grove Ste. 100 <br /> w t- C8x13.7 ;i � w ; ; `Z� � � I MORE SPANS(4-SUPPORTS)WHERE POSSIBLE,SHORE DECK WHERE SINGLE BOISE IDAHO 83704 <br /> mv mv C8x13.7 { �m� ; i <br /> ! ,��- �- �- �-I� - � �- �-� ` I � - '- '�' '- ' �- � f � SPANS EXCEED 10'-0".WELD DECK USING 1/2: DIAMETER NET EFFECTIVE Phone(208)342-7168 <br /> � ,' ;( I � � � I , ; ,� i � � �� � � � I � Puoo�E wE�os: �E�oB#�s4�s�.00 <br /> i �� . o o ,� �i +� ; , o o i I ' A. PERPENDICULAR BEARINGS:4 WELDS PER SHEET PER <br /> � ALL STRUCTURAL DETAI�USED ON THIS <br /> � ' Z ' X d X i� �I �� � ` Z X � X � � . <br /> ' c� c� fI I E `, � c�l N � ' � SUPPORT. PIANARECOPYRIGHT(C) OFLOCHSA <br /> ; I � I • U =� c� I�" ' �� ' I �W I ' U = U I ' � ' I B. PARALLEL EDGES AT 18"O.C. ENGINEERINGOFIDAHO��FiERE-USEOF <br /> �I • • 1 4 ANY�ETAILS AND CONCEPTS IS NOT <br /> ' � � � � �� � � � '� I C. SIDE SEAMS: BUTTON PUNCH SIDE SEAMS AT 24"O.C. ACCEPTABLEWITHOUTWRITfENCONSENT <br /> I I I�' ;j � I I • I-' OF LOCHSA ENGINEERING OF IDAHO. <br /> i • � � • ' � s . � � • .. <br /> __ __.,_ . __ . I o o I � ( ��_; � o o I �_ , ;� � I 6. TREADS SHALL BE 12 GA. PANS FILLED WITH 2 OF HARDROCK <br /> „ <br /> ----- - --. 1.___.__ _,._._�. t�. c� c� i �- --1! x x �i . ' CONCRETE MIN. <br /> � I' <br /> � ' �� N N c <br /> F ;I �� a� � � � ( ; � r ,� _ 4 M� H� <br /> � g I �I I �f � g � � �I � _ -r - ' 7. SPLICE STEEL COLUMNS @ 5TH FLOOR AND 7TH FLOOR. RE: DETAIL 2 1 P P o� ASH/N� <br /> i <br /> ;� � t� Ii r � � I � i i� � I o o �� ' O �P�, � cf� <br /> . . . . . � <br /> , . . <br /> ':I I � ,� � I I � I ; kl , ' X X '� � � <br /> �7.' ' �, i I �, � • j� • • Q� • ; � ) � . � I N N I , >, <br /> � _ �� � {� � <br /> --.___�� <br /> i. _... . -------� � , i� � � . U Z U .. �, <br /> '� �____ .... fi � � ; �.� .- .- ._ ._ ' � �? � <br /> ' �� ' � C8x13.7 �� � ���� _ ._ ._ .- .�� �� .� N <br /> 1, 2 ' <br /> �G 3.48� <br /> � , V I � <br /> �i� S2.1 ���`O � � - 4 � � ���� � � 4� �a �� C8x137 � � o,� � Rn� EN � �`�� <br /> ,�� +t�+ �j � S2.1 r� � .y,h�" �� S2.1 q �'�ik.� S2.1 yV�`O � .� �ss i eN� <br /> r {' �5� `1 � � � y ; I �5h \, I I 'X SZ.� �I'�,f -4-�` � 03-2 � �N A L <br /> I .���Q I N �,�-�Q ; �'CO N X I �r?� �� I ;X EX�.O,/O�/ZOZ <br /> M I I � ��� � �� �, �r Q� ��� <br /> � � <br /> � � �r . . � � � � �,r <br /> J a � .'J_� M M <br /> +I I i a O ` I I ��� a� , LANDING DECK �a� 4 COPYRIGHT C�2011, ALL RIGHTS RESERVED <br /> r ,$ W i I LANDING DECK I {m_� Z N ', I �z N S2.1 <br /> ; . j ,I w•=�; I � w� <br /> -_-�- -- - - - -- - - - - - -� - - --- - ------ - --- - --- m�-' � - - - + - - -- - --_ _ m v.R hm v SUBMITTAUREVISIONS <br /> - - -1 , � � . <br /> � CHX'I3.� _ _ _ � - - - � - - - - CHX'I3.7- - - - � '"! ---- _ --- p DATE DESCRIPTION <br /> �►�-� -, _ __ . ���i' y �- �- �- �-_-_�- � !-�� <br /> , <br /> �_ �! _ �/ � �!� � --:n�� - '- '- '- '- '-�,: 1 3/28/2018 ADDENDA#1 <br /> �_�_____� _1�� � <br /> f � , <br /> � i <br /> 3 <br /> ' i ( � i i S2.1 i <br /> ! i � � <br /> I � I <br /> ',.,, � '�,. <br /> �i' . . .���.�'.. <br /> � <br /> STAI R#1 -3rd FLR. ENL. PLAN STAI R #1 4th-6th FLR. STAI R #1 7th FLR. <br /> 1A 1B 1C <br /> � <br /> � <br /> , <br /> � <br /> , <br /> � <br /> � <br /> � <br /> � <br /> ; <br /> � <br /> � <br /> � . <br /> , ..,..... <br /> � � <br /> � <br /> ; � � o <br /> ; C�I -�-� .� <br /> 'j � � � <br /> i, � N <br /> � � � <br /> '' ' � � � <br /> L <br /> , , � C� a� <br /> � '' � � � � � � �--, � <br /> i � L <br /> (� ' � � � ` I � <br /> i� j j � ' ` ` � � W <br /> � �� __.�_ 3 _._. � � � �_._._..4�.___ 3 _ _�_ _�. � -- - - � ' � <br /> '��_.�_�,�Q------- �2 1 �.e.1:�_ __� ! .__. � S2.1 __ - _` i <br /> ��. <br /> �-- - � <br /> -r__- - �--------------�i _ _� � _ _ __ _ - - - � <br /> _ . � � <br /> , - ___:. ___- - -_ _ _._.___ __. __.. ___ ___�.�____, , <br /> �_.�---- � ��_ -- <br /> .- .- _ ._ .- ._ .- .- .- <br /> r-- _ _ _ L <br /> � ,�:� C8x13.7 �� �1 �� � � C8x13.7 , S2 1 �� �_� � � <br /> , x x � 4 x � !, x � <br /> 4 �o N i{�' � � <br /> ' S2.1 M� d�- � LANDING DECK �3 �� M N S�L.�I M�f �- � LANDING DECK ( `fl N <br /> �� v ;��, ,� �i ' a ; � � vf , �o.,� � , � <br /> ' a�J `3� ��Ess ao ' a�.o� ;� � �� � ►- <br /> a.� 2 2 � �:- x : x ' . 2 2 n. o <br /> �'<" S2.1 S2.1 I(��.z� ��__��-���« z� i x S2.1 S2.1 ,n� � _� _ � I j i � <br /> � U <br /> i Z� b ,� � <br /> w� � C8x13.7 ,, m � � O <br /> i mv � �' m� i mv � C8x13.7 '��w� � � � � W <br /> � ,� - - ._ ._�. - . ._ ._ � . - ._ .�. ._ ._ ' <br /> � ; #�� � � � �;� ( �� � � f � <br /> N I t�l�� I . O OI��,� , II I . O OI ,� , � � <br /> �o ,i�!�� z � � x o- x ��°� � � z � X a X � ' ' � � <br /> � i i I I � ' N � N I I�€3 ..���.. � � � I ! N � N � � �.... . <br /> i�� , C� U �1� i U U . � <br /> � � ���?� � � � � � f�� � � � � � � � � � ; � '�� i <br /> �� <br /> : <br /> i . �} <br /> � } �!� f <br /> N ix;4l o o ' ' �ii � I o o � �__ � I s �// <br /> i � � <br /> M E E��• N N ' ��I I ' N N ' E � I � ' � . <br /> d <br /> .- e- r <br /> t � U � U , '�_e��oe_e�_' . � U U �_ � �. . � � � I � � �� � <br /> a �;a` � � �1` � I � � � � -� � � i ,, _ W <br /> � � t - - <br /> � � i i � o o - <br /> � <br /> � � <br /> � � r � <br /> o , y � � �,� � � � � , ;� I • � „ <br /> . . ,� 1 . . . , : x x '! � � <br /> � ' II I !�'l � 4I i I I � � � � " � ' � � W <br /> � ; �. . �;,�1 ; i . ? . . o . � � o � '` �. � cn <br /> ' .- .� ._ .�..�. ._ .- � `r� � ._ . .� ._ � �- J <br /> o ' i � ,' ' <br /> � I <br /> ��; <br /> ___.. �__--._ _��--- <br /> � I 't I --_. � __-_ , ; C8x13.7 � , C8x137 � � W � 1 <br /> ^� s�'� � z �^ <br /> m t3� 2 �^ i i � � , � 2 � <br /> � i s€�� S2.1 V�`� ��i�� i 4 ���0 � � 4 � 4 �� � S2.1 +c�A � � � I � <br /> ! <br /> m j�i�� h+h ��� s2.� � , � �-`' s2.� h I U - VJ <br /> m i�I�I 5�+��� I,'_� I X i ; I 5�+��� I ' x sz.� x � : I �5�+�� ��X_ <br /> oa� 5 .�f� . 5 _ � .� e� � � <br /> � , �(�� ���� ���� �I � ��i } � �'��� � ��M� � ('�� � `- � �� � " �(")� . � � <br /> �\� 1 A � <br /> � I � � �' I �: . � f� � J 1 �J � <br /> > ' , �_ �__' ' � -'- � a� � � � � `a� Z LL � <br /> o �i ' ;� ��s f i �N I I �� _�� z�' � LANDING DECK Z�' � O <br /> v � i i , W T LANDING DECK W� w� I � I w� E- W <br /> � 1 �� ����' � C�V � � CO �t m� �'m� U � <br /> i �yl • 4 �' <br /> � E !� �� � � j I ; ; S2.1 � � � � <br /> , <br /> w � f � ��E� ! � C8x13.7 �__ - - - �I- - - - C8x13.7- - � - -- -- - �---- (n �/ <br /> � ---I------- ------- ----_____.__- �� - - - i_ _ , f=s =-_ � r=---�- - - - ,_ �_ s ��� O Q � <br /> � (� <br /> i � /i � z 1 _ <br /> _�_ ___� _�"-- E� � j �i; `i � ` <br /> Q � � � � � � � ,/� �� (� w <br /> � I �! �� I ( � � ' 3 � � ' <br /> � ; �� , ' 5�., '.� � o � C� Q M <br /> :� <br /> z I F� �� � 1 '.� W o = <br /> � W <br /> �� � � � <br /> � , r� � ;: � <br /> m � r� v� <br /> Y� DRAWN BY <br /> � � i RA <br /> � , <br /> U ' SHEET NUMBER <br /> � <br /> � <br /> � STAIR#2-3rd FLR. ENL. PLAN STAIR #2 4th-6th FLR. STAIR #2 7th FLR. S2 . � � <br /> � 2A 2B - 2C <br /> � <br /> � <br /> m <br />