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, <br /> HELICAL ANCHOR NOTES � <br /> EXISTING GRADE � �> NOTES: <br /> �� ,� 1. 1 /2 sq METAL BAR W� ������j����� � STRUC'PURAL � <br /> DRIVEN PILE & LENGTH ��������%'//�`��� 5500 ft�lb TORQUE RATING. ������,������; n ��y�ty���t�� <br /> ,-� %° � � e��-�,�- 1. ACTIVE PRESSURE ABOVE <br /> PER PLAN �� r������ ����°��'° ��°� � EXCAVATION ACTS OVER (1) ' <br /> � ������ 2. PROVIDE��(2�HELICAL P�LATES, w P z�z Third A�enue-suite� - <br /> 4x HF #2 LAGGING '�� �— PROVIDE FOR DRAINAGE AND (1�8 x3/8 & (1�10 x3/8 . o ILE SPACING. 4 0o seattle,WA g8�zi <br /> � ������'� BACKFILL VOIDS BEHIND WALL z p: zoc.443.5z�z ssfengineers.com <br /> � 4x HF �2 � PER SHORING NOTES �� �-- -� � � <br /> LAGGING PER � ������� IN ACCORDANCE W GEOTECH , � � �z � 2. ACTIVE PRESSURE ASSUMES � _ . <br /> � � , � 3. TRANSITION KIT RATED FOR 8H sf � �������� = LEVEL BACKFILL Copyright 2017 Swenson Say Faget-All Rights Reserved <br /> SHORING NOTES � o RECOMMENDATIONS 38k ULTIMATE CAPACITY. SEISMIC £4°�����f'������ Z <br /> � ;,�., Plan View SURCHARGE J 3. LAGGING DESIGN IS BASED - <br /> -- - o � 4. PERFORMANCE ANCHORS SHALL BE TESTED � ON 50� OF ACTIVE ' <br /> � TO 200% OF DESIGN LOAD PER HELICAL TIEBACKS °- PRESSURES. <br /> PLAN & LOCKED OFF AT 80�. PER PLAN � <br /> � � � �� <br /> �/4 4 -- --------- - -- �S'0'� 5, DESIGN LOAD = 15k N x <br /> - — ,\ N MIN - <br /> BOT. OF EXCAVATION_. _.._ ._.._.. <br /> 31728 <br /> {� 3/4"x6"x6" 3/8��� (max.) ALLOWED WORKING � `�, �o��'�'lo ' <br /> WASHER OVERSIZED HOLES BENCH ��� � , <br /> 4-18-17 <br /> , � �� ,� � ���� � ---- � �� 1k ALLOWABLE � <br /> HSS 6x4x3�8 ��������������� � „ KICKOUT RESISTANCE <br /> PER PLAN ��°������������������� � � 10 HELICAL 60 H D�N: � <br /> ��//������ ���'8'> HELICAL � � DJN • <br /> P�an �gW ���������� DRAINAGE PIPE PER psf �Esi�N: � <br /> ����������� GEOTECNNICAL � ABB � <br /> � � � � _ <br /> ���,���'��� RECOMMENDATIONS 14CtIV@ PI'eSSUI'8 POSSIV2 Pf@SSllf@ Ne9�eCted cHECKE�: �BB <br /> �,�a�,.�.,���.-�e�,.-. <br /> (Bottom of Pile Kickout Resisted by Tip Embedment) APPROVED: ABB <br /> Shoring S�ction Pi�e Loading Diagram � , <br /> � <br /> REVISIONS: <br /> Coordination April 27, 2017 <br /> �.� - <br /> ° DPD: � <br /> �M,.:.T ,s, : = <br /> ' z P.T. 4x LAGGING LAGGING AT CORNER <br /> t ; : ...__ <br /> . ����°`�� �������� PER PLAN CONDITTON <br /> _ : _ . <br /> _�, �.�.� <br /> x ,�; T- <br /> r <br /> �K �� <br /> ' '-0" ` _ ��, <br /> e � g oc . e.,. .�.�_ � <br /> , . ., . <br /> . € �-" : � .. �` ---- -- � r. r' ���i�w.`d <br /> _ _ �� �.�, . _ � <br /> �m_ <br /> z i _ _ � <br /> ...n ___ .,_ .__ _ <br /> """ <br /> -.._.,.,__...._ ,�.�,..n �_ <br /> . <br /> � ���� ��� ���\ <br /> i , _� .y._ �.�.. ...�,,.. „-�__.w� ,g _ - �'s� <br /> : >� ., -.-'. ...�,:..,�:,:_- .,�. ' -' - - '.� <br /> _ " �- .;. � _ ,R„ ^ - <br /> .��.� � _.... <br /> ��y� � , �� <br /> � -= �_ .�:_... � 9_ , - -� �j� ��°��������� �� . <br /> :,�_ _.�� b� , , �. _ q, .. �0 9 <br /> _ , <br /> : a.��v.. _. >. _ ...�... <br /> � �=- - 4 __ , <br /> � ti , �._r .P�.� � , .1�. � <br /> �.� , <br /> : .�.�� � _ .,_ <br /> � .� t �� � T <br /> ���_. . .� : <br /> ,.�. . �, . <br /> _ <br /> , - <br /> }F� <br /> : _ �._� _ _._. <br /> , . � . PILE <br /> �� .. ..: , <br /> ,:� �� :., _ � <br /> -- --- . ..._- <br /> ___..��. ..�-_�._._�m _� <br /> � _ ,EIELfl�WELD HSS__ . .,.rv. ..�_:�.� „_� ���.� _ ..:: � .,.._.. - � _..,.��. _ _ ...� .. _� .: _ _. � _ _ � - ., a--... PER PLAN � <br /> � ; � , .�.-.� - <br /> � � .,.,. , ���,. , ��� ..-..HSS6x4x3/B--WALER , .. _ , <br /> .,�--_�� < .,.,. �� WALER�S���AT CORNER� ���`� ._.....�__ _ .. - ,.��,.�_ ...----. - _-_ _. ......, .._ �; . .,,-- <br /> .�.,r- ; . ... ���. _--- �..:._ . _- - :..�..� _� _- �_._ . - --�- <br /> .,. - .n- .._ r�.� � ... _ . . <br /> .�,�.. _, . _. . ,_ _ _ __.. - <br /> _.� ���;- .. - .. _ _ _ <br /> _ ��. .. .., _ __ ..., . . . <br /> _ ; . �� � <br /> �_ <br /> �~-� � ,, o •� - - .. -_ --- � _ _,..... <br /> v..r . ._- _ <br /> �:_ . r. <br /> �fSH1 <br /> .P, �,�.� , _, _. - � - �- - � <br /> � <br /> . � . <br /> _ :._.�-� . . . .� _� ..�_ - - ,_v. <br /> `. <br /> ,:�� . — � � � s._ _ ' ` : _ s� <br /> � <br /> �1-- � .:�� :. :, -.� ':. �:.,��. � <br /> . .� <br /> ._ , � DRIVEN <br /> _. <br /> __ __ <br /> -� ' - �W <br /> _ ; ,_ �a . <br /> _. � <br /> • � ��.: <br /> � , 25, <br /> _...:_,. � _ _ ,.._. _.. �� _ : ` a __ ...,��.. P�CTTITLE: <br /> , .� � <br /> . - - <br /> �_~� - • - -- <br /> s - � � PILE yp <br /> ,. .:_ � <br /> ,_ ��. �. <br /> ... - ; <br /> .. � � <br /> x x Y <br /> = .. <br /> �� � . ; s � 5, { � _ <br /> . ., _- , - <br /> , ___,_- <br /> 4x12 LAGGING, typ. SCriven Residence <br /> - �HSS6x4x3/e����IALER_� _,_ �- -� _ � �' _ <br /> �""(WALER MY�BEWARDS ; � � ^ '.' HELICAL TIEBACKS � 8'-O" oc. ShOring <br /> SLOPED UP TO ; � . <br /> �. �,�� -�,..; � �� � O1 i Ivd <br /> PROPERTY-LINE-���0��-��-„��-+� � <br /> _.� __ a_:, <br /> � --°AVOID�;UNDERMINING o :� :'��� , -.-._..-- : t `,;____ : - �y('ICq� �t"IV�n PI�@ � . <br /> 19 W Muk�lteo B <br /> � <br /> .�.�. .. <br /> Evere , WA 98023 <br /> ADJA:CENT CONC. � o `H �2�j _ � _ _ - <br /> _ _. _ _� <br /> �-- z _ - _ ....w ��.� � �, = wr - - _ <br /> -� � ,� .�_ �� <br /> WRLL _ �.� .:� �` � v�.� e -.: ; <br /> _ � � .. .. <br /> �� a ����_�J ONTRACTOR MAY EXCAVATE 3 OF_BACK YARD <br /> ,� �-° �_ � � ... _ �.. " <br /> ` . i <br /> _ _e �. � _ , <br /> T ' <br /> �=��'�`�`� � � LEVEL AND ADJ�C�NT �FO� �H RING�� �� -� � <br /> ��` s�� � ,i-i �' � TNSTALL ANCHOR AT A ' � � � <br /> ,r�� " � ��, � � <br /> ..... <br /> _ _...� � <br /> : , : �? -'�"-i �-� � ,�a., ;•_� ARCHITECT: <br /> � I' �`- � �� T0� MATCH,� E FIN_ISH ��FL00 ELEV. , � � -��� -. <br /> : � �� ' . • �SrC�W TO AVOID GONFLICTS A;��� ) . � �:: : , � '` - _--..- ._ __ ._ _ _ ----�___---- __ �.�;�',.�`°,M ��1 ____ .._.__. <br /> ...__. __---,____._.__---------- <br /> � � � .��,w,v,� ,A.A, 4.��,,A„_,� ,,,,w,a�,.�n� .,_�. ,AtiA,Ao��,�„,�o _u <br /> . ,� �: �._ �„W„ti u,, w������.. , _ __- ��-�� %/��� �, , � <br /> . �v..4�� � <br /> _ <br /> , . ._�_ �-� -- � -- MC <br /> - <br /> ,��-i--w� ��i - _ ,��d.��o,� ���,�� � n9 <br /> � .... <br /> . �. <br /> ..- <br /> . . <br /> . r � : , <br /> _.__...._ �.....,.N.�..�... .- - -------_-_ __ , , . <br /> � <br /> � � <br /> . �., <br /> : � � �� <br /> (( Dowell Pile Ki <br /> " 18905 84th Ave South <br /> � � � ` .� ���� Kent WA 98032 <br /> , � .� ; �a,. <br /> ' F <br /> : .=r �... ; <br /> _ .._ -_- - <br /> (3) 2"� SCHED. 80 GALV. ;: : ; =., �: ;, .�_.. ` ���� ; � <br /> PILES DRIVEN TO REFUSAL ' ` � ' <br /> . , � � � � � �, PH 425-251-8535 <br /> CONTRACTOR SHALL ���� � -- = � � � <br /> � � � ���,.�� EXISTING RETAINING <br /> �: � : , " _ , <br /> ; ;, : <br /> UNDERPIN AND INSTALL (1) � WALL <br /> � � EXISTING FINISHED �- ��� � � ��.� � - � ���� <br /> PILE AT A TIME AND i _ <br /> � BACKFILL PRIOR TO � FLOOR ELEVATION 193.1' __ � __ , _, � � issuE: �_ <br /> : _ <br /> �, � � , <br /> INSTALLING ADJACENT PILE � � ' � � � ��� � � � P�r��t <br /> _ <br /> � <br /> ; <br /> ; <br /> . <br /> �, _� <br /> �, <br /> ,�' , ` � � � . <br /> _. <br /> _ <br /> , .. . _ <br /> � � � -- � <br /> .�.. «._-- ��_�� � ; __ ; <br /> � <br /> � � ��� _ ��---�`� <br /> � <br /> �� INSTAL-L�=PILE.qS _�. � � � � � _ � <br /> � <br /> � , : . _. <br /> � , , � <br /> CLOSE TO ROOF OVEft ' _ - -- <br /> ; � <br /> ` � � i ; y ` ! SHEET TITLE: <br /> . ' f� 1 �;�A ' 1 <br /> � d �^ <br /> / <br /> : <br /> AS POSSILBE ; �:�: ; � � %'" - } L8x6x�/2 x 6" LONG W/ <br /> � . o � �: � <br /> E _ <br /> q 3�3 : � ___:. v _,,:_�..�,___— ,� <br /> : .__, <br /> , . � : , . : �---------- _ ---- � , 3 » „ S ho ri n g <br /> : : <br /> : .. � _ _..._ ; t.. - ' <br /> _ ._.._�. F_e�:n_... __ D <br /> ;... ., g �: ;, ._ _ � �^ v <br /> � e ' � 3 � t _ �.. - . <br /> k_ . '" , . ....� $ - -- " , ' ,a h.� - SCREWS�ANCHORS AT H P I Cl i'1 � <br /> f y : � <br /> , - ; _.� �_.� _ � <br /> 4 M�._ ��.�_ �� <br /> �-�=-_---�-�_-�--�u� <br /> � , �> ; � �-r: - } - ' � ��",� <br /> � ' i= _ _ < � �� �: <br /> � . . <br /> .� .� � . . �.F� r -. � $i _ . � �,, EA. PIN PILE � . <br /> . _ � , , � <br /> ,_ <br /> ;� <br /> , s� <br /> _ � � <br /> . � , . . � <br /> - . <br /> . <br /> = ,,. . ; <br /> . <br /> , . <br /> � , . \ <br /> _ . , r . . �� - . _ <br /> ; <br /> : <br /> ; <br /> ; <br /> _ <br /> ; <br /> , <br /> , <br /> ; : :� : . .. : . . � � � �� <br /> < '. ' ��I <br /> : <br /> � <br /> _. <br /> @tCJ I S <br /> _._�_...... _ _.__. X � — - = <br /> :g - - , � ___ <br /> �� ',.4� -�� _ <br /> ........ .. ... <br /> j - -- - - HEX NUT�TOP & BOT <br /> _ � � a '`��'��_"_ <br /> _ <br /> , r ._ . _ _ <br /> � <br /> �.. � <br /> ----- J:�.:. ,_...__,�.�:• � ,�����. _ ; SCALE: <br /> _ -- -- -- r- �/��; � � ', , 1�/2" THREADED GALV. ROD x 18" W/ 3/4" = 1'-0" U.N.O. . <br /> �\��'�,. ���, I� � �f� GALV. HEX NUT FOR LEVELING DATE: <br /> � "'`��----_--_�"/�,-i; ; -���' � �-��`���� 4/18/2017 <br /> ��-��;I; ;��������°����~�� PL3/sx4x4 WASHER <br /> ��.�����' ' ��;����J��D����' PROJECT NO: 012—'JSS=OH�ZO17 <br /> _ 3/16 � 2"� SCHED. 80 GALV. DRIVEN SHEEf N0: �% <br /> - PILE PER PLAN <br /> � , I , <br /> -----;a �� <br /> � <br /> � � : ��8„� �,_�» � �' <br /> _------�--- � �� ,; ' �. <br /> "� ���� ; Shoring Plan � 1 Pin Pile At Existin Wall 1 � - <br /> ,�-� �,______�, g -; . <br /> 1 ..- _ ! � N0: OF _. __ _.SHEEI�S: <br /> �''` -,-_._--% <br />