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STRUCTURAL NOTES:
<br /> 1. ALL DESIGN AND CONSTRUCTION SHALL COMPLY TO THE 2015
<br /> UMBRA CUSCINETTI �
<br /> INTERNATIONAL BUILDING CODE, AS ADOPTED BY THE LOCAL
<br /> JURISDICTION. SLAB ALTERATION -
<br /> 2. NILES FOUNDATION SHOULD BE CAST ON UNDISTURBED NATIVE N E W N I LE S Z P� �J
<br /> GLACIAL TILL. DO NOT ROUGHEN OR LOOSEN SUBGRADE DURING
<br /> I N STALLATI ON
<br /> PIT EXCAVATION. DESIGN TEAM GEOTECHNICAL ENGINEER �
<br /> SHOULD BE PRESENT TO VERIFY SUBGRADE CONDITIONS.
<br /> 6707 HARDESON RD.
<br /> 3. DO NOT DISTURB EXISTING WALL OR WALL FOOTING ON THE
<br /> EVERETT, WA. 9820 ,
<br /> NORTH SIDE OF NEW PIT.
<br /> 4. CONS
<br /> TRUCT 1°ISOLATiON JOINT AROUND NILES FOUNDATION WiTH 8230 (27'-0")
<br /> A BACKER ROD, AND SIKAFLEX 2C SL JOINT SEALER OR
<br /> E UIVALENT PRODUCT. U �
<br /> Q a
<br /> 5. SEAL BASE AREA AND SIDE WALLS UP TO 6 INCHES OF NILES �
<br /> � �
<br /> FOUNDATION WITH OIL-TIGHT RESIN. � � � p
<br /> � � ,_ _ J � - - - - - - -i- - - - - � �
<br /> iL - - - - - - - - - - - - - - � — - - - - -�- - - - - - - ,
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<br /> STRUCTURAL STEEL: ; � � I � '��
<br /> �
<br /> , i i � �
<br /> 1. HSS - ASTM A500 GR. B � i � ' �
<br /> � � � U
<br /> 2. WF - ASTM A992 ; i i ;
<br /> � S32 � � ; 2813 ROCKEFELLER AVE
<br /> , � � � E�ERETT, W,A 98201
<br /> � I ' � ' pHONE: 425.317.8017
<br /> R ED CONCRETE: � ; ' ' 3
<br /> RE I N FO C � HOFFMAN GRINDING � i FAX: 425 17.8489
<br /> � �
<br /> VE STRENGTH AT 28 DAYS: ' OIL FILTER i � �
<br /> � '
<br /> 1. MINIMUM COMPRESSI � i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - �
<br /> i - - - - - -
<br /> � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> -
<br /> SLAB FINISHED
<br /> A. F'C = 4,000 PSI ' i � �
<br /> ; i SLAB FINISHED � � � =��� � ��
<br /> , x,
<br /> i oL00�R� i FLOO,R i ; �
<br /> � PIT FINISHED i 0 -0 i ' - - �
<br /> � �
<br /> ; � FLOOR„ i PIT FINISHED -�- ���� i � �� ��
<br /> ' -3 -0 � � FLOOR i � ,,� �.�
<br /> ; i S_2 , » � � �.
<br /> � (TYP� i -3 -0 i � ��� .n .. �>��
<br /> ; PIT FLOOR C�P) � �
<br /> i � ART ANDERSON
<br /> � EXCAVATION, 5100 (16'-9"� � I i Value Engineering Since 1957T"'
<br /> � SEE 3/S-2 i �
<br /> 202 PACIFiC AVE,BREMERTON,WA 98337
<br /> � N I LES i i — i (360)479-5600 ! www.artanderson.com
<br /> ' " i
<br /> � FOUNDATION s42 � � 7315 (24 0 ) ,
<br /> ; EXCAVAT10N, �------; THtCKENED NILES '
<br /> � FOUNDATION i 1 " ISOLATION i �
<br /> ; SEE 4/S-2 ._ ___.__ ------
<br /> , ��{r��.�`---_ ' , � JOUNDATIONINE � � Patrick
<br /> � ����� � ��� � �-- � i PERIMETER � � � ' •
<br /> Digitally signed
<br /> � � � Vas i ce trick R �
<br /> � , �
<br /> �
<br /> _
<br /> _ ._._ __ ___r _ n R
<br /> , _
<br /> i , . -- ___ � I EXCAVATION LIMIT i O 1 0�7 � w t :/��� �98
<br /> i i li _� _� . �
<br /> � EXCAVATION LIMIT , I ____ � I a� �� p, '
<br /> � 622BB
<br /> � , �
<br /> �� � .���..� , � ; 0001 2 J c 9 oo9Bs
<br /> � ' � REXROTH (10 2 2�„� � � c 2 ,� ww�
<br /> � _._ __ HYDRAULIC
<br /> , - - � � ; BBE ,�- S� �e�
<br /> � • PACKAGE � , , � �N `v'
<br /> , �� ,, �
<br /> � � �� ����98 .08.2
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<br /> � ��.��,y � i �� � i � 09:26:49 -07'00'
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<br /> � � ' _ i � i � SCA�E: AS NOTED
<br /> _ _ ______. _-_ -- i ,
<br /> _ _ _ _ _ _ ___- ISSUE DATE: 08/22/18
<br /> - ---- _ - -
<br /> � � i �
<br /> ; i i �
<br /> I ' i i DRAWN: JL
<br /> � i i i CHECKED: PV
<br /> T,
<br /> � � ._ ����. __ _ . � � -- --- :�'r� ����� ��� ��, ,�����,.�,� �
<br /> � — — — _ _ x � a
<br /> ; , i;, ,
<br /> i - � � �� � .�__i �i � � � �� � i � THIS PLAN AND DESIGN IS AND REMAINS
<br /> d- � - -" �' � � TNE PROPERTY OF THE ARCHITECTS AND
<br /> � . 9�'__..'� . . �� .s � �
<br /> � ' �
<br /> � �3 , , , 8 � r a�:� �� � -;*��-t j€�� a-- - - - - - - - - - - - - i MAY NOT BE USED WITHOUT PRIOR
<br /> � �L�=t:�i-- — d� }� �k Ei'y�.yi ��'>E}.� ! .�.� I
<br /> I �'�. e .�-�-�§. k:S 3 ��"'t s�� �"}a � .
<br /> I i CONSENT FROM THE ARCHITECT
<br /> i ; � i
<br /> � GRATING� i I DN i �
<br /> � � ELECTRICAL�CABINET � � PERMIT
<br /> ' �
<br /> , � �
<br /> � �
<br /> � � ' I � REV. DATE DESCRIPTION
<br /> , �
<br /> I
<br /> � I I i
<br /> i 6� i �_ _� �
<br /> � NILES PIT FLOOR � �
<br /> � ,
<br /> � i FOUNDATION EXCAVATION, i �
<br /> ; i EXCAVATION, SEE 3/S-2 � ;
<br /> � f SEE 4/S-2 i ;
<br /> ' EXCAVATION LIMIT � ' � '
<br /> �
<br /> � � �
<br /> � _
<br /> � �
<br /> � - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
<br /> STRUCTURAL NOTES &
<br /> PLAN
<br /> STRUCTURAL PLAN
<br /> NORTH
<br /> 1/2" = 1'-0"
<br /> �
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