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BUILDING � <br /> a a . SEPAR4TI0ry \ a e . a . <br /> \ <br /> . �. a , .. . , � . . e r . • . <br /> SEISMIC BRACKET <br /> EXISTING 400 AMP NEW 400 AMP MCCB EXISTING 400 AMP � <br /> DISCONNECT SWRCH OISCONNECT SWITCH THREADED ROD <br /> ��R�� M LW' b GC _40 M{�u�� <br /> --�I I - ' M�'i+ TRAVERSE BRACE _ _ <br /> QN 4 v4+m . bo<nr MG! au a� wron bo�n� <br /> 010"'°p4 fiif•ncrnv ����� � � LONGITUDINAL (CHANNEL, 90 DEGREE - — THREADED <br /> w'wae. �, �t yvecr �'wieca � „�Wu arxe �rcit - = HANGER ROD <br /> � reui� I „"1:�+� � a� oue ��'�� ��wd �"� � BRACE ANGLE OR CABLE) LONGITUDINAL BRACE _ = T� � <br /> SEISMIC CONNECTOR (CHANNEL, 45 DEGREE STRUCTURE <br /> � � �' I �I�', � � � ��RcµpY � � - T ' HANGER CLAMP ANGLE OR CABLE) �TMP� - _ � <br /> ' v F �� , ww. � PIPE CLAMP - - <br /> i r - CLEVIS OR J-HANGE _ PIPE <br /> • is• � ��� � �, I� • •N•. � I ' � W SEISMIC CONNECTOR �NP) - INSULATION <br /> • �• ��e _ I +o�o ' �. SEISMIC CONNECTOR � <br /> rw ; n� "e' _ �/(\�� ' <br /> i . _� • es. � V.� <br /> i � j. . - - . . - I �.: _ � � _ <br /> aM � I �' M�I4 u0e.0 I <br /> 9� •b� �W • t�1 p P�Y4 I PW4 •"W• 7♦ �2L P�fL ' H'�MEL CHANNEL <br /> s� I - �• "m I 9b/IbV � Sb/itOV r�o�iuv � � LONGITUDINAL U-CLIP DIAGONAL SUPPORT <br /> wy.� rc;: 21o%inv 1a�slov � ta6mv •�y ,e1 i0 d i♦ BRACING <br /> �iu • I . i� ::„ w� uo ��no I i M�w< i15w� SfSP� w'n�M <br /> I �' i � � ��� '�i • '°^ n.w nsiu row MAXIMUM MAXIMUM INSULATION SHIELD � <br /> I �+ �� � I � "-'•. 4 PIPE 4 PIPE AT SUPPORT DOUBLE <br /> , � ��„� �� "$` � H DIAMEiERS DIAMEfERS LOCATIONS (NP) NUT (NP) <br /> j �s uc i .yvsca � �, w.�a +r�u <br /> �j '•'u _ II °'�.'°" u �' s°�T""'° "cn°"' +"s'°";n �"'"a'i DRAIN PLUG NOTES: <br /> ' �- ,--- -- 1 . ANCHOR WITH LOCK WASHER INTO PRECAST HOLLOW CORE DECK PER STRUCTURAL. <br /> " , ., .e <br /> - ..J 1 ; � �� i� u� -i�.p� LOCATE AND AVOID CUTTING REINFORCING AND TENDONS IN HOLLOW CORE PRECAST <br /> I y Hat��enw�;i'v7 �� j ; - LL sw.cc'�) - �vanrsm .,nu�4fe-r HANGER NUT SL4B PRIOR TO DRILLING HOLES. <br /> • "2CO`� 1°""�' NOTES 2. REFER TO STRUCTUR4L DESIGN FOR ATTACHMENT REQUIREMENTS AND ADDITIONAL <br /> `_ ""+'^°"T' - 1 . SEISMIC BRACING SHALL NOT PASS THROUGH BUILDING SEISMIC AND/OR E%PANSION AND SUPPORT OPTIONS. FOR ALTERNATE HANGERS AND SUPPORT SYSTEMS REFER TO <br /> NO2Tll WALL OF ELEGT����- �oM - POwEfZ PANtLS CONTRACTION JOMTS. SEISMIC BRACING SHALL NOT CONNECT OR TIE TOGEfHER DIFFERENT SMACNA SEISMIC RESTRAINT MANUAL AND B-LINE SEISMIC RESTRAMT SYSTEM <br /> SIDES OR PARTS OF THE BUILDING STRUCTURE. PRE-APPROVAL. � <br /> "�"a 2. REFER TO SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS. <br /> 2. INSUL4TION SHALL BE INSTALLED TO MAINTAIN PROPER VAPOR BARRIER WITHOUT INHI8ITING, 3. PIPING SUPPORTS SHALL MEEf AlL STATE AND LOCAL SEISMIC RESTRAINT <br /> NOTES: RESTRICTING OR PREVENTING MOVEMENT OF THE FLEXIBIE LOOP. REQUIREMENTS. <br /> 1 . PROVIDE ALTERNATE PRICING FOR REMOVING AND REINSTALLING NEW DISCONNECT 3. LOOPS INSTALLED IN ANY ORIENTATION OTHER THAN HANGING DOWN MUST HAVE THE 780 4. COORDINATE ANCHORAGE REQUIREMENTS WITH STRUCTURAL DESIGN. . <br /> SWITCH TO ALLOW FOR INSTALLATION OF FRP (COORD W/ STRUCTUR4L). DEGREE RETURN SUPPORTED. 5. PIPE(5) SHALL BE INSiALIED AS HIGH AS POSSIBLE ABOVE FLOOR TO ALLOW <br /> 2. COORD WITH OWNER FOR SHUTDOWN AND BREAKER CHANGE OVER. 4. MATERIALS: STAINLESS STEEL HOSE AND BR41D, SCHEDULE 40 ELBOWS AND RETURN, THREADED CLEARANCE FOR WORK OF OTHER TRADES. <br /> �' OR FLANGED END FITTINGS. <br /> e $ A SECTION — A �TERNATE NEW MCCB � SEISMIC EXPANSION �OOP �2� TYPICAL TRAPEZE PIPE SUPPORT <br /> EP—JO SCALE: NONE MEP- 100,101 SCALE: NONE �P'P� SCALE NONE <br /> �� <br /> 8� <br /> ta <br /> ia <br /> a E <br /> � STEEL <br /> ° i >° -= OFFSET <br /> `a WALL <br /> BRACKET <br /> U—BOLT <br /> E <br /> s° � <br /> CONCRETE ANCHOR <br /> LL WALL BRACKEf <br /> NOTES: <br /> 1 . ANCHOR WITH LOCK WASHER INTO PRECAST HOLLOW CORE OECK PER <br /> STRUCTURr1L LOCATE AND AVOID CUTTING REINFORCING AND TENDONS IN HOLLOW <br /> . CORE PRECAST SIAB PRIOR TO DRIL�ING HOLES. <br /> 2. REFER TO STRUCTURAL DESIGN FOR ATTACHMENT REQUIREMENTS AND ADDITIONAL <br /> SUPPOR7 OPTIONS. PIPING SUPPORTS SHALL MEET ALL STATE AND LOCAL SEISMIC � <br /> RESTRAINT REQUIREMENTS. COORDINATE ANCHORAGE REQUIREMENTS WITH <br /> z STRUCTURAL DESIGN. <br /> '^ 3. PROVIDE SEISMIC CABLE TRANSVERSE BRACING AT 40 FEEf. AND EACH CHANGE OF <br /> DIRECTION. <br /> 4. SEISMIC CABLE LONGITUDINAL BRACING AT 80 FEET. AND EACH CHANGE OF <br /> �� DIRECTION. <br /> �� 5. MAXIMUM ROD SPAN BETWEEN SUPPORTS IS 10'. CLOSER SPAN AS REQUIRED BY <br /> c ii SPECIFICATIONS AND SMACNA. <br /> 6. PROVIDE TRANSVERSE AND LONGITUDINAL BRACES AT 40 fEET MAXIMUM FOR PIPES <br /> � � SMALLER THAN 4 IN. AND AT 20 FEEf MAXIMUM FOR PIPES 4 TO B INCHES. <br /> � N I 7. SEISMIC CABLE RESTRAINTS ARE NOT REQUIRED AT EVERY HANGER LOCATION. <br /> o � VERTICAL HANGERS, DIAGONAL AND HORIZONTAL BRACES TO BE SIZED IN . <br /> ACCORDANCE WITH SMACNA SEISMIC RESTRAINT MANUAL. <br /> � a 8. SEISMIC BRACING REQUIRED FOR PIPE SIZE 2-1/2" AND LARGER. <br /> � " � 3 TYPICAL PIPE SUPPORTS <br /> �lyp� SCALE: NONE <br /> 5calc <br /> 01 OB 16 ISSUED FOR PERMIT ��^_� A5 ShiOwN o��w��9 ��. <br /> c,LUMAC ��rt AS SHOWN CITY OF EVERETT oPERATIONs BUILDING MEP- 901 <br /> ' 12 15 15 90� SET ISSUED FOR CIN REVIEW . , Deeignetl By: � <br /> n ii oa �s so� ser issuEo FOR ��n R�,�EW .�9��••-.��,....�.��.��•,��� •. PUBLIC WORKS SEISMIC RETROFIT <br /> � No. oATE APRVD R��s�oN • � ��s��edar: DETAILS — PLUMBING S�ee� �a. <br /> E = PLANs ISsuEo FOR: ,�»"�°'o°'�...wa� w.o.Ho.-- EVERE7T /''—�� <br /> a�o �oNST AS-BLT � �� po�, '---- i UTILITIES DEPARTMENT <br /> - DATE APRVD ACTION: DATE APRVD ACTION: DATE APRVD ACTION: '°°'"' � °'IX0 � i -O5-2015 a r mi <br />