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�/�" <br /> CNAMFER, PER <br /> NOTES: PREFORMED JQINT <br /> SPECIFICATIaN� F"IL.LER, SEE NQTE 8 . <br /> 1. PROVIDE Sl�iB JOINTS AS NQTE� ON P�ANS. CONTRA�TOR �NALL S�BMIT A JOINTING �IAN IJ AT �OLtJMN �AWED JT <br /> TO ARCNIT�CT FOR �EVIE�N. BLOCK�k�T, TYP �� >,H"�� �1" MIN} AT �J, # <br /> _� 1 A� �J, TYP SEE SOG FOR JT <br /> 2. SAWED JOI�TS S�EALL BE MAD� AS SOON AS TNE JOINT CAN BE C�1T WITH�}UT E�GE� �4 EDGE BAR ___� TOP CORNER REI�1F <br /> RAVELING AND WITHiN 12 Fl�URS OF SLAB PLACEME�T, SAWED JOI�TS SHAL� BE FI�LED � � ���,� .�'p _ NEOPRENE SP�NGE � ST(�P REINF AT JT SMOOTN DWL AT 12" OC, <br /> PER SPECIFICATIONS AND IYPICAL J�INT FILLER. � �,4`� � RUBB�R JT FiLL�R SHOP BEND � 1»�bx1,-2,> <br /> °` CONFORMING TO REINF, TYP `� SLAB ON GROUND <br /> 3. LOCATE REINFORCING AT 1 1 f 2-INCN CLEAR FRQM TOP OF SLAB, TYPICAL UN�.ES� NOTED � ASTM 51752 TYPE 1 <br /> OTHERWISE, C�}NC C0� _Z.___ <br /> � ' }p��^ 1� �'#' p .� .k����{�3������ ���-`!���E�T ���.._n.,i '_ �ir <br /> (tV(���� �� ��1� �[ I�It �.i���i���� "'��� �_�_����� ���—�� ��..��.���� I—� —I!I= � I� i!—iE 1 — I.�.� I_ <br /> �. C0�}RDINATE JOCNT I�Y(�l1TS A�I� 1YPES WITN ARG�IITECT�RA�. FINISHE�. SEE _�i i__�i a_�i E_._���.._��i_i��_i E�_ I_I C I—I I I—I I - I I�i�I I I���I I I�i 31 I'�r il I IE„I' <br /> ARCNITECT�R�L DRAWINGS, ��AB IS CAST, MIN GJ TYP 2'-0� ' 1-1I1--13I:= � <br /> 5, SEE ARCHITECTURA� Ah1Q SPECIFICATIONS FOF� WATER RESISTANT MEMBRANE, S�IP SNEETS <br /> AN� F�oaR sEA��Rs. BLOCKOUT AT COLUMN S�AB QN GRADE �SQ�) DEPRE�SED S�AB CQNSTRUCTION J�l�1T CJ <br /> 6. PLACE �L.ECTRI�A� CON�UIT BELt}W SLAB Q�! GRADE REINFC}R�ING, TYPICAL UNLESS <br /> NOTED OTHERWISE. <br /> S�E P�.AI� F�R SLAB REINF <br /> 7. A�� �MflOTF� DOWE�.� �NA�.E. BE GREAS�D A�D SUPPORTED �N APPR�VED MOI�NT AND SEE "S(}�" FC}R JT CONC S�AB I�EOPRE�E SPQNGE <br /> SAW� TO �.ENGTH. SEE CIVEL. R�BBER JT FI�.�.ER <br /> �; (E) SOG � �� CONFORMING Ta � 1�`�� STQP REINF AT JT SEE "Sd�" FOR JT <br /> 8. APPLY JOINT FI�LER AT EXPOSED BARE SlABS �VER BACKER ftOQ. SE� ARCHITECTIJRAL DRAWINGS. - PREFORMEO JOfNT <br /> JOINT FILLER SNALL BE SPAL-PRQ RS88 OR APPROVED EQUAL. FILL JOINT NO �OONER THAN �� = ASTM 51752 TYPE 1 FIL.LER, SEE NOTE 8 SLAB ON GROUND <br /> 60 DAYS, MINfMUM. OVERFiLL JOINT ANQ GRIND FLUSH PER MANIJFACTURER. SEE CIUIL FOR ��� � �_ _ <br /> JOkNT F�L�ER AT AL� EXTER��R SLABS 0�1 GRADE AND EXTERIOR T�}PPI�1� AT BI�I�DfNG PE�IMETER, �'-- � <br /> � =����4- 1 t. Iii . '..kl- � - <br /> ������.,E�� � '���-=-���--= � ���—����� � i ,_��� I <br /> � � 1=1fii=111 —i��„E�i- �� R�INF �������r�fll�� <br /> -,�:—,:,_ <br /> EPC7XY GRO�TED GREA5�D DWI�t EN�, = A� �N(7WN ;� 2" CLR <br /> DWL END SEE S0� CJ DET ES OF JT <br /> NEW TO EXISTlNG SLAB �N GRADE ISOLATION JO1NT �IJ� CO�ITRACTIC�N J�INT �GJ� <br /> ��� � ���. � ��� � � � ���� � <br /> SCA��; NTS 5282 <br /> � <br /> QPEN OR BA�KF�LLED <br /> PIPE TRE��N PARAL�E� TO FT� <br /> WA�-�- PROVIDE S�EEVE <br /> �-� � � Wf ID �" + ODOF <br /> � ����y IVI�IV <br /> � � <br /> J <br /> Q � <br /> � 2H MIN <br /> z � � ''— i_i � <br /> ����� ! <br /> � � � `�i;= ,.'�I�� <br /> � ti s {----(� =�� <br /> � � � j�i��V 4�'�i. � . . � . . . .. . . <br /> � =1 I 1;E f I 1= .__ , � <br /> ;_;� =-I i �� �,— �- <br /> � ;�_��.I_I ���II � � ` <br /> � I;I I 1=�; <br /> -I i�=1 I 1- <br /> =1 I I- i!I,; `�' (=1 I I--" � <br /> I—I I �{,��i <br /> ��_�; � ;I I 1= �_��.__..�. I-1 I i_ <br /> ��T� � � i�I1 <br /> II � � � � =111= -----�._... � �����il! '�� �II � 111�=- �! �Ill�',!' � � <br /> � ,, Q� I_I!,:,' IC�- 11 111�=Ii. Ell III <br /> I—�3�_ � =1 I I�;r�- � <br /> I I 1-1 I, _ i f 1=i!';=1 I 1==1 I I-i I l—�''- <br /> _= = E�_i G Q 1 _ _ __ � - ��_ �I I -�I I I I I--I I I^�i I 1=' <br /> Z 1;=11� II�`-1 °= � III !f 11�—�f � � �- FI �Il���f� llllii� � <br /> � I I 1-�I ;!I 1—1 (� ,,,I I I=1 k(,;,I I I;,- --I I 11;=1 '�_ � F A C E O F S T E P S S H A L� 8 E C A�T <br /> �, �I_ITI I�—�I I� ��,` AGAINST UN�I�TURBED EARTN; <br /> TR�NCH MUST BE --,,;--��� <br /> FTG SHALL BE ABOVE THIS LINE PLACE LEAN CONC FlLL � i� EXCAVATIaN RAVELS, BACKFILL . <br /> STEPPED SO AS AROUND SLEEVE BEFORE � Wf CONC WHEN F�TG IS CA5T <br /> NQT TO EXCEED POI�RING FTG. FlL.L SNAG�. �►N <br /> 3'—Q" DEEP BE SAME WIDTH AS FTG. <br /> E�EVAT1��1 SE�TI01� <br /> TYP1 �A� � IPE EI� �A� EME�1T U �1DER FOC�TI �1G 2 TYPICAI� STE � PED FOOTIf� � �'�� <br /> SCALE: NTS 5282 SCALE: NTS 5282 <br /> �___..- �...___�, <br /> � <br /> J��A�`�j j ]��f�"y� Strudural+Civil Eng'sneers <br /> . . . . .. � . . iM 1. 1�I V `�`'+� ..'�� . <br /> �L,E ME N C I� ���+'-,. 130 T Fifth Avenue,Suite 32flQ <br /> Seofrle Washington 981 Ql-2699 <br /> ASS4CIATE5 � T:2062921200 F:20b2921201 � <br /> rn <br /> SYM REVISEt}N BY APPROVE(3 t?ATE SYtvl i2EVISC(}N BY APPR4VED QATE DRAWN DATE SUSTIT�.E CURRENT REVISI4N SYM80L DATE c» <br /> — ��—o�� �u���a�vc �x�a�vs�or� w��2s�s2 �s�A �.�, ���� ��.�s.�� .��C K T, � � Acc E�TA���.« �. �uelc�A ��.�s.�� � <br /> ����� 1}�srrj� SPECIFICA 1���SAAPP��vE� �.�. �YA� ��.��.,� TYP��AL �ON�RETE �E�TI{JN� AND DETAI l�� v�2�2���2 ��.2�.�s � <br /> ���� <br /> A 40-092 BUI�DING EXPANSIO�( W2829162 M�CA P.T. ftYAN 01.21.i6 jj' � � � `-'�'� a�p�ov�� �Y ����r. �,��r� G, FF�fiNCt� 11.19.15 �T`E �-�-0�2 BC�II�DING EXPA�SION � <br /> ��I�����I���� c�Ec��� � <br /> B 40-092 BUII.DING �XPANSION W2829162 M}fA P 1", RYAN 05.24.16 A.r►;��� <br /> °.� ''UR�L��`' �.w P.T. RYAN 11.19.15 �UI�DMNG 4� ��2 w2829162 � <br /> � ��. �s7s6 �y`� APPROVED � JOB N0. GC?MP NQ. <br /> �'�`�'{°v��,�,��� AP��ov�° STR�CTIJRAI. MAST�R EVEREI7, WA owc rvo. 4C}-092—S282 � <br />