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. - �yyy� I`- (E) PRECAST HOLLOW . � . <br /> PJP R TO � I CORE PANEL OR CONC. . . <br /> WALI SLOT H55 fOR R� n'P. <br /> (E) CONC. TOPPING OVER (E) L & ANCHOR (E) C 6-12 � � WEB OF (E) C10x MAY BE OVERCUT 2" TO <br /> PRECAST HOLLOW CORE BELOW EDGE OF TaP & BOT. 3/4" R FACILITATE ERECTION � <br /> PANEL '_ - _ _,_/ <br /> MEfAL DECK (E) WNC. FlL� MTL � (E) CMU WALL _ __,_ <br /> DECK WFIIL OF STAIR � <br /> � FRP FRP ACROSS (E) CONG FILL MTL � � �� . <br /> DRAG JOIM OECK INFILL OF STAIR Rp -- � , � � �Y Q � �� � <br /> 3/4' BENT END R � ,� ' <br /> . � � � HSS6x6 DIAG BRACING, � � � � � i � <br /> SEE CORNER �E7AIL � � CONT. 3/4" MIN. R ` � ERECTION BOLTS <br /> BETNEEN FLANGES � <br /> OF (E) C � o �- <br /> ��� ceu_ w/ cRouT �� � • ��� . _A �\ /—V — ��� �\ l � tiss � a/is <br /> � ONLY FOR WIDTH OF I + 6y� � <br /> STAIR INFILL J �li I (EJ CiOx BEYOND (E) C10z �EYOND � s+j � 7YP TO BOL � <br /> ' + + + �B '' ' ' � 5/i6 B" ACE OF R <br /> BUILT-UP CONT. Wr FROM 3�4"z10" __,_�- ' � ° � ° ' � <br /> R'S W/ t"0 A449 THREADED R0�5 P�P R (E) CHANNEL W/ (E) VERT LEG OF � � <br /> �12" O.C. W� 8" EMBED USWG 5 8"0 SLEEVE _ � 8 1�2" VEAT EA SIDE i � - <br /> ' o ADHESIVE ANCHORAGE. NOTCH VERT HSS6x6 DIAG BRACWG, TO (E) C 6-12 ANCHORS � 17' O.Q �E) L OR (E) Cx II 3 8 OF BENT END R , � , <br /> R AROUND (E) BOLTS AS NEEDED S <br /> EE CORNER DEfAIL � <br /> CONT. 3/4" MIN. R W/ � �S VERT R OF <br />� �` � A449 THREADED RODS � � �E) CONC. WALL BUILT-UP WT <br /> 1/4 6-12" 6 (E) PARTITION WALL 12" O.C. W/ 8" EMBED � OR ADDED R HSS6x6 DIAG BRACES � <br /> . USWG ADHESIVE ANCHORAGE � <br /> NOTE: PLAN VIEW PUN VIEW � <br /> FACE OF NEW PLATES TO BE FWSH WITH ONE ANOTHER � <br /> TO RECEIVE DIAGONAL BRACING. <br /> s <br /> A SECTION B SECTION 1 DETAIL 2 DETAIL � <br /> ` 5-100 SCALE: 3/4"=1 '-0" 5-100 SCALE: 3/4"=1 '-0" 5-100 SCALE: 3/4"=1 '-0"� 5- 100 SCALE: 3/4"=1 '-0" <br /> i <br /> 8 <br /> 5 <br /> j <br /> WALL OF (E) FIBERGLASS � <br /> REPIACE MSUtATION IN TANK <br /> KIND ABOVE COLL4R <br /> I �� (E) TANK INSULATION � <br /> ' 1/2" OF EP512 GEOFOAM I VARIE� (3) #4 CONT <br /> (ASTM D6817) BEfWEEN � �- /{4��12 <br />. TANK & CONC COLLAR <br /> Q II � 6" TALL CONC COLLAR <br /> ' V I io GRADE . <br /> _—'— <br /> � I'� .._ ..____... _ . <br /> 2 a A��v ' <br /> N C <br /> �4 � �12" W� 4" EMBED USING <br /> � o � ADHESIVE ANCHORAGE � ' <br /> Qr�n� <br /> p 'E ���"''��i �(E) CIftCUUR CONC <br /> � TANK PAD <br /> �° i ALUM/POLY TANK COLL4R <br /> / � NOTE: <br /> ' 1. REMOVE STEEL ANCHOR CLIPS AND INSULATION FROM BASE OF TANK TO , <br /> � ALLOW INSTALLATION TO CONCRETE COLLAR. � <br /> 2 WHERE VALVES OR PIPING FROM TANK WALLS CONRICT WITH CONCREfE <br /> E COLLAR, INTERRUPT WLLAR. COORDINATE LENGTH OF COILAR INTERRUPTION <br /> WITH OWNER. <br /> � � <br /> - 3 D ETAI L <br />� V �` 5-100 SCALE: 3/4"=1 '-0" <br /> 2 <br /> N <br /> WI <br /> � <br /> I � <br /> NI <br /> �I E <br /> I <br /> V I w � <br /> Z J <br /> uNl o c � z <br /> � <br /> oq <br /> � � <br /> � <br /> z Q <br /> w <br /> w � w <br /> o` a U Y p hQ <br /> JU <br /> JN <br /> J 2 <br /> �` U <br /> F Z <br /> � Scale: Dmwin9 Na. - <br /> c o,�oa�, s �ssueo FOR PERn,�r �, . P�nR ��ri= ns sr,owN CITY OF EVERETT WFP OPERATIONS BUILDING <br /> B 12/15/15 90% SET ISSUED FOR CITY REVIEW �F$ � pA�i�'4�• KWF�d aySHOWN p U B L 1 C WO RKS S — � � � <br /> n > >�os��s so� sEr issuEo FOR aTv REwEw SEISMIC RETROFIT SECTIONS AND DETAILS , <br /> e ,1�� �. /Q InsDecteE By: ��� � � � �T r� Sheel No. . . <br /> � � N0. DATE APRVD REVISION � <br /> � PLANS ISSUED FOR: ""°' � w.o. r�o. EVERETT I L <br /> � o w eio coNsr ns—a�T �,�„°°�.� po�, '-- UTILITIES DEPARTMENT �`' <br /> �_ � � DATE APRVD ACTION: DATE PRVD ACTION: DATE APRVD ACTION: 09-11 —i5 a o <br />