,
<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
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<br /> 4x12 LAGGING, typ. SCriven Residence
<br /> - �HSS6x4x3/e����IALER_� _,_ �- -� _ � �' _
<br /> �""(WALER MY�BEWARDS ; � � ^ '.' HELICAL TIEBACKS � 8'-O" oc. ShOring
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<br /> PROPERTY-LINE-���0��-��-„��-+� �
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<br /> Evere , WA 98023
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<br /> �� a ����_�J ONTRACTOR MAY EXCAVATE 3 OF_BACK YARD
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<br /> �=��'�`�`� � � LEVEL AND ADJ�C�NT �FO� �H RING�� �� -� �
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<br /> � I' �`- � �� T0� MATCH,� E FIN_ISH ��FL00 ELEV. , � � -��� -.
<br /> : � �� ' . • �SrC�W TO AVOID GONFLICTS A;��� ) . � �:: : , � '` - _--..- ._ __ ._ _ _ ----�___---- __ �.�;�',.�`°,M ��1 ____ .._.__.
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<br /> " 18905 84th Ave South
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<br /> (3) 2"� SCHED. 80 GALV. ;: : ; =., �: ;, .�_.. ` ���� ; �
<br /> PILES DRIVEN TO REFUSAL ' ` � '
<br /> . , � � � � � �, PH 425-251-8535
<br /> CONTRACTOR SHALL ���� � -- = � � �
<br /> � � � ���,.�� EXISTING RETAINING
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<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: �_
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<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
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<br /> "� ���� ; Shoring Plan � 1 Pin Pile At Existin Wall 1 � -
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