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� �7' z <br /> � �� <br /> �N <br /> � O Nm <br /> GENERAL NOTES: � � N Q <br /> 1. lll des7gn and constr�ktlon shell con�am ro Ihe 20091ntemafbnel BufWimg Cade. "�i ••3 <br /> � E �y <br /> 2. Read afnrdural drawlnys kyetl�er wiCi Ard�M�cWral,Mecf�en�al,Electrical and ofher drewings o <br /> lor de0a�7 dpne�ions. In tlx eY»M disuependes beM�een Eraw{nD+.ihe more stringent requirertrenLs 1� � ii a <br /> ahall be IbNoweJ. UMer ra d�umsfance shall sWdural elemenLs be�fied witlwut the �► �a <br /> w�ffsn epprovd dfhe atrucdurel englneer. � a <br /> 3. The contrecta shaM verily ell d'unenshns and examine eNe ow�d'2'ons prior to labrication ol all � o <br /> Nerm fo snsure poperinsfepatlon. � N j <br /> � SIGNAGE(E) 4. The atrucfural diawinga Illuskate Ihd comMered aNx�are w1tl�ekmenls in �1 p, �_ <br /> Cbi flnei pnsiBons. The oontrscforahaN povide etkquafe ahorbg and brearg dudrg r1 a= <br /> cnrretn�lon to reslst all lbroes Including wlnd,selsmk end unbelanaed/orces due b ,� ! a o� <br /> � e� <br /> SIGN PoLE(E) �����. � �o <br /> 5. Deafgn Loeds: � � ri y <br /> a. WlM: BSmph E�osure'C °� <br /> b. Seismk: Zone D � � a n <br /> FYP�����-P� 6. FouMations:RequHed aa76eedng preawre: 1,500-pslat aurlace '9 p�` °1 <br /> Fy �e6er.40,000-ps!(min) a. Remore free wafer lrom ercavetlons and krtns pfla to pecement oi the conaete. <br /> v Fc conaete:2.500-Psl 6. Footings eheAbe placed on and egahisf adld uMlsWrbed netive ground. � I ���A6��11��� <br /> Qu adl:1,500-psl�1-It depth(min) � <br /> Allotliermetertalssupp�led'oyothers. �. ����; � ��� I <br /> a. Fc: $504As1�28-days(�OHngs. � I ��3���� <br /> b. Slump: ��'measured 6e%re superplasNclzeril used. � <br /> c. Cement PoNend Type 1 or IL � � <br /> �o'STU NT PIPE,A53(E) s. rne conaactais respons�ae ra me ae�n and oonsaucaon o�e�a�e ramwur�,�ers�wn�, �� <br /> SEE SEGMENTED and temporary aMdnD. I��etion!s essentlel Rxproperplec+ement olconaefe. Over <br /> � POLE CONNECTION viGadon wNl cause separation o/oement and rock end Is rause la rejectia�ol placed conaete• <br /> DETAIL S1 9. q�ry����pQp��ntsQDC f06.�) <br /> � 12'8 ST(J Wf,0.375'WALL,A53(N) <br /> � <br /> Work ahall be installed fn ecoovdance witli fhe approved cansWction documents,and � <br /> arry cherges mede dudng conaWcNon Ihet a�a raf In oompllance wiMi fhe approved O <br /> oonstructlon documents sha1165 su6mflteC fo fhe Eng(neer In respons(ble rharge who Z <br /> aheil revhw Urem end h�rwartf them lo the buNding oMad wilh rafefion irrdirating tliat <br /> � BANK BUILDING(E) tlie chenged c�oiMitians ha�re been/ound to be In geoersl a�nh�mence fo Nie design oi �f <br /> � C�e buNdlnp. O Z <br /> � m <br /> � � <br /> w z m � <br /> � = e <br /> � <br /> � 1B'+l- , t : ,. �' � Q'3 <br /> k�"��L St.,�,L. Z W � <br /> . . r�. a�`l (1��' � �n L <br /> • . ;;' �' . c�e: �.�,�syp L � " 3 <br /> , <br /> : ^;;. . tp. �.. � W <br /> e i <br /> . . i . . �.j'• �! i� O �/Q` � <br /> 3�8 �.� � y�+ / 5vu � <br /> �, • .f <br /> �',� '� CJf{'',iy� - ;', o E <br /> ��'�, ir; 2zco:, �� .�•' - a <br /> a.� ,:�.. !C,��S�PBR�'�- ooe.: 1Wf8rtofa <br /> � S t�()`.':\L �'�:` �'�`� Joe: 0�3&210 <br /> ''"� S20F 2 <br /> �'�_,,,_,-.,,:.; sn..�: <br />