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<br /> �d1 REh11QVE(E}INTERIC�R NQtJ-BEARIM1tG PARTETION 1�fA�L� � �
<br /> VERIFY ALL DIMENStONS SHON,fN t7N DRAWINGS SY TAKING FIEID 1 �.r�.a.,ALL fNTERI�R�lALL TYPE TO BE^a°rvp. EXIT SIGN REQUIRE�.4ENT THE CONSTRUGTtt7N SHALL NOT RESTRICT A F�VE-FOOT G�EAR AND DRESSING ROOh�t �r �
<br /> MEASUREtv1ENT5- P�C�PER FIT AND RTTACHMENT�F ALL UN�BSTRUCTED ACCE55 TC)AMY WATER t�R PONlER DISTRIBUTIt�N W �
<br /> C�NSTRUCTIE3t�d h4ATERIALS IS REQUiRED. BEFaRE CQMMENCING �� l^lHEN INTERiOR WALL FWISH REGEIVES CERAh�IC TtLE,PROVIOE 3i8'CEfU1. EXfT SIGN SHALL BE LOCATE�AS NECESSARY TO CIEARLY INDIGATE FAGIUTIES(P{aWER PDLES,PULL-BC?XES,TRANSFpRMERS.VAULTS,
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<br /> WCIRK,ALL DISCREPAhJ�1ES SMt3UlD 6E IMt�tEDIATELY REPt7RTED T� B�CKiruc PANe�s�MSTE�o 4F GVP.�fl,TYP. THE DeRECTIC�N OF EGRESS TRAVEL. NC1 Pt}�NT SHALL gE�40RE p(,�h1PS.VALV�S,hr1ETERS,RPPURTENAtVC��. ETC:�C?R T{7 TFk� ��j'��� DEMOUSH (Ej AGCE550RIE5 AND FINlSNiESf INTERf�R � �..
<br /> THE �ESiGNER FOR CORRECTIQN AND AdJUSTMENT. IN EVEtviT OF THAN 1--FROM THE NEAREST VISIBLE StGN. LOCATION OF THE HOOK-UP. THE CflNSTRUGTfflN SHALL NOT BE �1�' ��BINETRY, FLOORING ETC} � ,�
<br /> FR1LU�2E�(�[?�SO, THE C�fVTRAC�C}�S SHALL 6��ESPONSI�LE ��� � U t�.4..ALt ExP05ED iNTERi4R SUR�ACES TO BE CQVERER wi 5��6"GYP. V1+17`HIN TNEN FEET C7F ANY PC?WEf�LlN�S-VVt-lETHE�O�NO��'hi� �
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<br /> CORRECTI�N QF ANY ERRORS AT HIS Qih'N EXPENSE_ LINES ARE L�CATED�N THE PROPERTY.FAILURE Tfl CQh4PLY MAY
<br /> E?�IT SIGNS SHALL BE REAQILY VISiBLE FROM ANY DIRECTI�N OF ENTREE OOOR tiJUiSl�hl STATING THIS DOC�R REMAIN i.lNLC}GKEd �► Q
<br /> 4. PR�VIDE MIN.2°�SLOP WITHIN 5 FEET FROM THE BUILDING S7RUCTURE CAUSE CONSTRUCTION DELAYS ANDi�R AODITIC3NAL EXPENSES.
<br /> AND A41N,t°�;pRA��f SLdP ELSE Ft�R t�C�7 DRAfNAGE TC7 THE NEAREST +�PPOAGI-fi. QURING WFfENEVER t]CGUPIED. � �
<br /> GENERAL C{7NTRACTOR IS RESPQAISIBLE FOF2 ALL E�EMOLITkt�N DRAINAGE FACILITIEs OFP THE PRDPERTY. AN r1PPR(?IIED SEiSMIC GAS SHUT QFF VALVE(]R EKCESS FLOW
<br /> WOF7K ANI�DISPOSE ALL�E�RIS F�iOM�'1�{7P�f�TY�lNE. ALSC7. 5. REST R04M EXHRUST FENS SHALL BE EPdERGY STAR COhtPIIANT AND BE EXIT Q��RS SHFiLL BE OPEtJABIE FRC}M THE INSI�E WITHt7UT TNE �HUT C7F€VALVE WILL BE INSTRLLE[3 t�N TH��UEL GAS LINE iJN THE ALL TF(ANSITI4NS BET4'YEEN FLQORING MATERIALS MUST BE �
<br /> VERIFY ALL EXISTING CflN�ITI�N BEFORE PROCEEDIN�ANY ���TED Tp TERMINATE TO THE DUT8i0E OF THE 6UILDiNG USE OF A KEY, SPECIAL ttNQWLEDGE QR EFFORT. DDWN-STREAM SlOE OF TIiE UTILITY METER AND BE RIGIDLY S��jqTH AND LEVEL. � m
<br /> CONSTRUCTIpM. CONtJECT�C}TO TME EXTERtt�R C7f THE BUI��IN(�bR STRUCTURE
<br /> &. ALI�ENTRANCE�pQRS SHALL HAVE C�MPLIANT W�TH CURREI+IT G�[3E CCIFJTAININ�THE FU�L�AS PIPlNG."(PER ORDINANCE 770,i58 AND � �
<br /> RE�UIRE�tENTS. 184,670}(IhICLULIES C4MM�i��IAL A[�[)ITI(7NS ANC�1'I WURK C}VEFt �
<br /> PROVIDE EXIT 51GNS AND DIRECTIQNAL ExIT SIGNS WITH MINIMUM 6" FIXED TEMPERED GLASS WWD�W TO REMAIN "Np ALTE�2 TC}THE � Z �
<br /> �'LUfv1BING, M�CFIANICAL.ARI�E�ECThICAL SYSTEtdIS Sk1ALL�� $10,QOd.j SEPARATE PLUhiBING PEiZMIT IS REQUIRED.
<br /> DESIGNED BY THE RESPECTI�/E PJIECHANICAL A,NQ ELECTRICRL HfGH BY 3fA"'STRt7KE BLCICK LETTERS Otd A C4NTRA5TING STi7REFRONT' � W �
<br /> BAGKGF20UND. INQIGATE LQCATIUN OF EXlT StGNS�N FL40R , � � �`
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<br /> PlANS. CONSTRUCTIC?N. EXISTING SHdWER HEADS RNa TQILETS MUST BE EXISTING ELECTRICAL PANEL-5EE ELECT.PLANS FOR h�1C}RE a
<br /> ADAPTEQ FOR L�W U'JATER GQtJSIJMPTI�N �oawuMaER
<br /> SHOP pRAWIN�'S�SHALL BE S11�N11TTE0 TO dN�DESIGN �AB,ING INFpRA4ATIOtV �_�r�,��-,,
<br /> FOR APPROVAL, PRIOR Tfl FABRICATIDN. "WHERIEVER THE BUILCIWG IS QCGUPIED,EXI7 SIGNS SHALI BE uceNse sTnr�P
<br /> LIGHTEQ 50 THAT THEY ARE CLEARLY VISIBLE." '
<br /> REMAIN{E�SIJSPEN�ED CE�LIN�1N KlTCFiEN AREA, REPAIR AND
<br /> SfGN,AIARM CONTRAGTflR TO aBTAiN SEPAftATE PERMiT FR�h4 PATCH A5 NECESSARY ACCflRQING T4 NEW.
<br /> GITY AND LAMDLC7Rp PRiQR fNST,4Ll.A71C?N(��ANY S►GN,AIRRM.
<br /> _ REPLACE(EjSUSPENDED ACQUSTIC CEIL[NG TILE 1NITH
<br /> E?{IT �'f������lt�N IS TO��P�C?VIbE�F{7R�XITS E.�A�ING�fJ (t�}ACC7LJSTIC TILE.AS NEUV CC]ND171dhi.
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<br /> EXfST�NG ADA IINISEX R�STR[?Ofvl TC?i�EMAIN � •���
<br /> IF ANY HIDQEN STRUCTURE COFv1PONENTB ARE FdUNf�OUT DURING ' PLUM@!NG�IxTURES, 1 4VATER CLQSET. 1 LAVATOR'f $H��=
<br /> F.ESTOf�ATIdN OF E1tIS71NG�UIL�ING,STOP TOE WbRK ANb NdTIFY EXISTING 8�
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