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KEY NOTES <br /> � RRST FLOOR DEMOlRION KEY NOTES . � <br /> �� 47-0" REF �l��-�� 10 CUT PORTION OF CONCRETE CURB FLUSH WITH TOP OF ADJACENT SLAB ON GRADE AND CUT <br /> �— O PIT GUARDRAIL AS NEEDED TO ACCOMMODATE NEW COLUMNS AND BASE PLATES. PIT <br /> � , GUARDRAIL WILL BE MODIFlED BY OTHERS TO COORDINATE WITH NEW COIUMNS. � <br /> - �- __ _ r'�"'� � � � REMOVE EXISTWG STEEL CLIPS ANCHORING BASE OF TANKS AND REMOVE INSULATION AROUND � <br /> E I� CIRCUMFERENCE AT BASE OF FOUR ALUM/POLY TANKS TO ALLOW INSTALLATION OF CONCRETE . <br /> N I RESTRAINT COLL4R. REPLACE INSUTATION IN KIND ABOVE FINISHED COLLAR. <br /> p LEGEND I� � <br /> � � � DENOTES REMOVAL Of ROOFING PER KEY NOTE RL I—� ----- 12 SEE MEP DEMOLITION PLANS FOR REMOVAL OR RELOCATION OF MEP ITEMS AT FIRST FLOOR. <br /> � EAST ADDITION � <br /> 0 <br /> (N.I.C.) SECOND FLOOR DEMOLITION KEV NOTES <br /> � O1 REMOVE FLOORING (LINOLEUM, VINYL, COATING, ETC.) TO SURFACE OF CONCRETE TOPPING <br /> 20 SLAB FOR ENTIRETY OF ALL ROOMS AFFECTED BY THE StAB TO WALL STRENGTHENING EXCEPT <br /> � IN RESTROOMS, WATER OUALIN CONTROL ROOM, AND LAB, WHERE FLOORING NEED ONLY BE <br /> , c � I �� REMOVED FOR WIDTH NEEDED TO INSTALL STRENGTHENING. PROVIDE NEW FLOORING IN ALL . <br /> � � AFFECTED AREAS. SEE ROOM SCHEDULE ON 5-441 FOR CL4RIFlCATION. SEE MEP <br /> � ��i., � DEMO�ITION PLANS FOR REMOVAL OR RELOCATION OF MEP ITEMS FROM PRECAST PANEL , <br /> o '�_ _ _ SOFFIT. REUSE EXISTING ANCHORS FOR MEP ITEMS WHERE POSSIBLE AND PROVIDE ANCHORS <br /> � , � - � I PER 4/5-441 WHERE NEEDEO. <br /> (E) 2" CONC. TOPPING SLAB + <br /> � a PLATFORM & STAIR <br /> OVER 8" HOLLOW CORE PRECAST . <br /> o ��� .� - \ CONC. PANELS (NP.) I �� 21 REMOVE FURRING STUDS, INSULATION, AND GWB WALL ON INSIDE FACE OF PERIMETER WALL ' <br />� o � � � 28'-0" REF �L/ � 48'-0" REF WITHIN 1 ' OF TOP OF FLOOR AND ABOVE CEILING WITHIN 1' OF SLAB/PANE� SOFFlT FOR <br /> o � � i� �l � - i LENGTH NEE�ED TO ALLOW INSTALLATION OF STEEL OR FRP STRENGTHENING. SELECTIVE <br /> j � � i REMOVAL IS REQUIRED. REPLACE W KIND AFfER INSTALLATION OF STftENGTHENING. <br /> o � I <br /> � . <br /> � o CUT HOLE IN TOP CORNER OF CMU PARTITION WALLS BELOW SECOND FLOOR TO PA55 - <br /> U I ��� _ � _ _ _ _ .� - � � -�-'. � �: I I 4� � �� I � ^�I �IT � �� � � I� I -� 1 �.. . �I � I� ZZ STRENGTHENING. REPAIR CMU AND/OR RLL REMAINING HOLE WITH FIREPROOFING. <br /> ` ` � <br /> « / <br /> m <br /> ' w' � � I � ��__L I � � �� I� I �� :�. � 23 SEE MEP DEMOLITION PLANS FOR REMOVAL OR RELOCAiION OF MEP ITEMS AT SOFFIT OF <br /> ---- - --� � � � -- PRECAST CONCREfE PANELS ALONG INTERIOR WALLS. <br /> - o R3 R J I <br /> � �� R1 I R2 <br /> � . 24 REMOVE FLOORING WITHIN CONTROL ROOM AN� FOR LENGTH OF NEW FRP STRIP TO SURFACE <br /> /� OF CONCRETE TOPPING SLAB TO ACCOMMODATE INSTAUATION OP NEW FRP. PROVIDE NEW <br /> \��,% � - - - . � FLOORING IN ALL AFFECTED AREAS INC�UDING OVER FRP ARER INSTALLATION OF <br /> . STRENGTHENING. PROVIDE F�OOR LEVELER TO AVOID ABRUPT TRANSITION IN FINISH FLOOR AT <br /> � EDGES OF FRP. SEE ROOM SCHEDULE ON 5-441 FOR CLARIRCATION. SEE MEP DEMOLITION <br /> I <br /> � PLANS FOR REMOVAL OR RELOCATION OF MEP REMS FROM PRECAST CONCRE!'E PANEL SOFFlT <br /> `4 FOR THESE AREAS. REUSE EXISTING ANCHORS FOR MEP ITEMS WHERE POSSIBLE AND PROVIDE � <br />. ANCHORS PER 4/5-441 WHERE NEEDED. � <br /> � <br /> . <br /> - E � � ZS REMOVE BOTTOM CORNER OF MEfAL STUD PARTITION WALL AT PERIMETER WALL AN� FINISHES . <br /> � I I R3 ��, --I - TO ALLOW PASSAGE OF CONTINUOUS STEEL OR fRP STRENGTHENING. REPLACE IN KIND AFfER � <br />. a t ___ '_ I __ _ t.... ___�__ _ _ I ___ _ _"__ _ _ - . F _ � ____� i ___�_ i __{- � --�I _ __ . _ _ INSTALUTION OP STRENGTHENWG - . <br /> � o I � f = f � - � � - � <� <br /> � �R3 ' � I 26 TEMPORARILY REMOVE KITCHEN COUMERTOP AND CABMEfS, MODIFY IF NEE�E�, AND <br /> . o z a' REtNSTALL AFfER STRENGTHENING IS WSTALLED. <br /> N � d � <br /> a u � (E) FILTER 2� TEMPORARILY REMOVE LABORATORY COUNTERTOP AND CABINE�S, MODIFY IP NEEDEO, AND . <br /> o L ' � � BLDG. N.I.C. REINSTALL WITH NEW ACID RESISTANT COUNTERTOP. <br /> � ¢ E I <br /> � a � <br /> �i - <br /> N i TEMPORARILY REMOVE WATER QUALIiY CABINE(S WHILE SUPPORTING THE STAINLESS STEEL <br /> . �n° a o 28 COUNTERTOP IN PLACE MODIFY BASE OF CABINEfS AS NEEDED, REINSTALL, AND REATfACH �, <br /> � COUNTERTOPS � � <br /> J � <br /> � T Zg CUT STEEL ENCLOSURE OF CONDUITS TO ALLOW WSTALLATION OF STRENGTHENING ALONG <br /> - � E E � Rl R2 EXTERIOR OF WALL THEN SEAL AROUND STRENGTHENING. <br /> a $ � I � . �. I I �� � �. � � I . � . � I ��.��. �.� I .I I � I��� - � � Q TEMPORARILY REMOVE AND SAVE ACOUSTIC CEILING TILES (A.C.T.). SAVE NON-DAMAGED A.C.T. <br /> `- e m I �:�. - �. - � I '.' 6 � � � � I � : ' � I �.�.� I ` I I _ O FOR REUSE IF POSSIBLE. TEMPORARILY REMOVE AND SAVE LIGHTS AND DUCT DIFFUSERS IF � . <br /> 0 4 �pj. _ . _. _._'_ _ _—_ _�" ____ __ _ _____ ____ ____ _— - . --- ---- ---- --- --' - --- - ----- - ----' - - -( r.�� SUPPORTED BY T-BAR GRID RATHER THAN INDEPENDENT WIRES. - <br /> � � - . . � �.., <br /> � � SODA ASH REMOVE T-BAR GRID AND WALL TRIM AND REPLACE WITH SEISMiC BRACED T-BAR GRID AND � <br /> ' ENCLOSURE _ _ _ _ -- 31 NEW WALL SUPPORT. SEE DETAILS, SHEET 5-441 AND SPECIFICATION 095113. ' <br />� � STAIR TOWER I 32 REINSTALL A.C.L, LIGHTS, AND DUCT DIFFUSERS AFTER NEW SEISMIC T-BAR GRID IS . <br /> � _ (N.I.C.) L— INSTALLED. ALLOW FOR 10% TO 20% OF NEW A.C.T. TO REPL4CE �IftTY OR DAMAGED TILES. <br /> . « m 118'-0" REF PROVIDE TWO INDEPENDENT WIRES AT OPPOSITE CORNERS OF LIGHTS AND DIFFUSERS TO <br /> 0 0 -- SUPPORT THEM FROM SOFFlT OP STRUCTURE. � <br /> a � <br /> z NOT � ROOF DEMOLITION KEY NOTES <br /> : ROOF DEMOLITION PLAN APPLIES TO ITEMS ON TOP OF, REMOVE ROOFING WITHIN 4 FEEf OF EDGE OP PERIMETER WALL BELOW TO SURFACE OF <br /> ATTACHED TO, OR IMMEDIATELY BELOW ROOF SLAB. R� <br /> �� ¢� CONCREfE TOPPING SlAO. REPAIR/REPLACE PER DETAIL 1/5-441 AFfER INSTALlATION <br /> � OF STRENGTHENING. SEE MEP DEMOLITION PLANS FOR REMOVAL OR RELOCATION OF MEP <br /> .� i � <br /> . v � ITEMS FROM PRECAST PANEL SOFFIT. REUSE E%ISTING ANCHORS FOR MEP ITEMS WHERE � . <br /> m �I � POSSIBLE AND PROVIDE ANCHORS PER 4/5-441 WHERE NEEDED. <br /> � _ �3� ROOF DEMOLITION P �AN <br /> � P� Ni '�"�- �I - SCALE: 1/8"=1 '-0" RZ REMWE FURRING STUDS, INSULATION, AND WALL FINISHES ON INSIDE FACE OF PERIMEfER � � <br /> v� I WALL WITHIN 1 ' OF SOFFIT OF PRECAST CONCREfE PANEL FOR LENGTH NEEDED TO ALLOW <br /> � INSTALLATION OF STEEL STRENGTHENING. REPl.4CE IN KIND AFTER MSTALLATION OF z� � <br /> . � STRENGTHENING. � 4 � <br /> 9m m � ¢ <br /> E o � R3 SEE MEP DEMOLITION PLANS FOR REMOVAL OR RELOCATION OF MEP ITEMS AT SOFFlT OF W Nw - , <br /> v u " PRECAST CONCRETE PANELS ALONG INTERIOR WALLS. REUSE EXISTING ANCHORS FOR MEP z ,� � . <br /> 9 � a � Y ITEMS WHERE POSSIBLE AND PftOVI�E ANCHORS PER 4/5-441 WHERE NEEDED. � J � <br /> a � h <br /> � z <br /> I '� U <br /> O � � <br /> � I Scale: Orawing No. <br /> � C Ot/08/16 ISSUED FOR PERMIT R . FF,qR Honz: AS SHOWN CITY OF EVERETT � <br /> Q e � z/is/is eo% ser issueo FOR ciTr Renew -� �Q ""�.�'�� °e�: As sHown / WFP OPERATION5 BUILDING <br /> �" �' o=s�9�ed �: SEISMIC RETROFIT SD - 101 <br /> � � - A it/OS/15 509, SET ISSUED FOR CIN REVIEW ��' � KWF � UBLIC WORKS <br /> o ,. rE ��s,e�ad �: R 0 0 F D E M 0 L I T I 0 N P LA N Sne« No. <br /> w � N0. DATE APRVD REVISION <br /> ; v � � PLANs IssuED FOR: """ � vio.H-- EVERETT � � � <br /> w � o w eio coNsr ns—e�T �, � m°�� '=--- UTILITIES DEPARTMENT �COM <br /> - 4i�^ ' DATE APRVD ACTION: DATE APRVD ACTION: DATE APRVD ACTION: �L o 09-11 -15 �m <br />