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<br /> DRAWIN�S d�SPECIFICATIONS; �- - - _ _ _ �I����
<br /> AlL CON5Tr1UCilQN SHALE C�NrUt?� WlfH t�lt rOILOWIN6,���{t�tt COt7r`�,�T A�IINN�U�I� �r7CHIT�f QWN�5 r7tr�t5tNTATIV� l�N�75C��r7C�ltTtCT•CtV�!rN61N�:: � � � : ,� � . }'. �� Y � � �. � �
<br /> 1. OWNER-GENERAL CONTRACYOR AND SUB-CONTRACI"ORS SHALL PHYSICALLY REi1IEW 6�VERIFY ALL EXZSTTN6lAPPLICABLE INFQRMATION ����������� �.� ,: � �.. � �
<br /> cani'rac#or shall verify current codes in offect prior fio bidding and construction. SFLLENTIN ARCHITECTURE INC. NBA DESIGN�ROUP � � a� . � °�. � •, ,n: -
<br /> TO THIS PROJECT BEFORE BE6INNING CONSTRUCTION. SUCH REVIEW SHAL.1.COI�STST OF BUT NOT BE�.IMIT�Q TO PRO�ECT INFORMAT?QN, � � � ...�
<br /> Contact:�effre C 5ellen#in,Architect 1721 HEWITT AVENUf r�, � -� �" ` �
<br /> SITE CONDITIONS,PLANS,CODES,AssuME�i�ocuME►vr����n��rasror�s. 2Qa9�BC-I�tTERNAT?C�NAL BUILD�N�AND STRUCTURAG C4DE(State B�rr`Edin CQl,��, WA�5,�-�� y � � � �``•- ,�', � ` � �
<br /> � 2. ANY VARIATIONS FROM DOCUMENTS SHAI.l.BE BROU6HT Ta THE ATTENlION 0�THE ARCHITECT IMMEDIATELY. 9 � 78516th Plaee,Suite 101 T�L� 425-252-2$26 °- = ������� �� , x,,a ,:�, � �
<br /> SUCH VARIATIONS SNALL BE RESOLVED BY ARCNITECT BEFQRE PR4GEED�t�161NITFf AFFEC7ED WORK OR 2009�NTERNATI'ONAL R�SIDENTIAL CObE(WAC 51-46 dr 51-4T� N�Uki�t20,1NA 982�5 �.�3,��`r 9 °°�, �t
<br /> TNE 6ENEhAL CONTRAC70R SHALL BEAR FUI.L BURDEN OF CQS75 ANb bRMAGfS TO R�CTIFY SAiQ VARIATIONS. ZOO�jNTERN�TIONfIL M�CHANI�AL COD� WAC J��-�� �`�� �� �� � �� �y '� 5 � �
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<br /> 3. THE INTENT OF THESE DRAWINGS IS TO SHOW THE THE GEN�RAL SGQP�QF WQRK INVOGV�O. METHOQS TEI.: (206)715-2452 � �� �" �,�w' � ���� � � �
<br /> d�MATERiALS NOT SPECiFiCALLY QR EXPLrCiTLY IMPI.TED SHAl.L BE BUil.DEa bESIGNED. GENERAL GON`fiRAC70R 20Q9 t1NI�Ol�M PLUMSINf�'013�` (W�4C 51-�6 dr 51�57) E-MAII.� 7ef�C�SellentinInc.com M��N���. �� ���� � k' i�� - � . � T+
<br /> HAS THE FULL RIGHT TO RE QUEST INFORMATIQN FOR ANY QUESTI4N THAT MAY ARISE IN THE C�NSTRUCTIaN PROCE SS. Z O�9 I I V T E R N A T I�O J V A L F T R E C d U E STt�UC�Uf�AL tN��tt�l 'l�UILt�I� BIDDER DESI6N � � , $`��.��x sda�g� �� �. �
<br /> 4. PLEASE USE WRITTEN DIMENSIONS ON ORAWIt�S. DO NOT SCALE DRAWIN65 FOR DIMEf�5I0N5, 2�Q$fVATIONAL EC.ECTRICAL�D�E � a�
<br /> IF A CONFLICT OF INFORMATION APPEARS PLEASE REQUEST CLAR�FICATION. tN��/ �� � � '� ` � r � �� a�' �
<br /> 5. DIMENSIONS SHALL BE CONSIDERED TAKE TO FACE OF STUDS,MASQNRY OR CE7NGftETE UNLE55 NOT�D�TNERIMSE. ZO�9 WASHLIN�TON�TATE ENER�Y�G1()E�STAT�BUILDIN�CQDE, WAC 51-11} �A�p��E� � ��` ,^ � � � W �
<br /> b. GENERAL CONTRACTOR SHALL CRO55 REFERENCE CITY APPRt?VED PERMIT Fl.ANS WIII°H ANY AD[?ITIONAL _ 5650 EI C4miC10 RPAI,Suite 15�Carlsb�d tLt�!ICAL: � �� �� ;$ .,� � -
<br /> REQUIREMENTS POSSIBLY REQUIRED BY WASH DOT., COUNTY OR FEpERAL COQES AND MEET THE INTENTCIF AI.l.APRLiCALBE COQES. 2OQ� WASHINGTQN�TATE IjENTIL.ATION�IN��JQR AIR QUALITY CUD� �I�SVIAQC� CpIIf01'CIiQ 92OOB � "`?4 3-"' �'F` : � �� ' "` � ' � �
<br /> BIDDER DESIGN
<br /> wo K,rNCLUD NG Bur Nor L MirED oDs��TVE�or€eno�FPRO�E'�Y a�vD N�I�E TNRO�GH Fl1L.LACpUR5�QF CCINSTRUC�TI�N ANQ UNTiL� 200�IrvTERN�rronr��,FuEc �As��flE (76�)448-1760 ��� �� � �' � y���` * �,�r�� � � �
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<br /> FINAL COMPLETION h ACCEPTENCE OF FIIVAL PUNCH LIST IN WRITINC BY OWNER. ICC�ANSI AI1T.I-ZOU�STANL)AR� QN AGCESSIBL�BUIL�INCS �aX:(76fl}44$-17b1 � � '� ��'; � , � � �
<br /> B. ALl.ROUGH-IN INSPECTIONS SHAl.L BE COMPLETED AND APPRt?VED PRIOR TC3 FRAMING INSPECTION. E-MAIL� �lwrtnickC�makasfieel.cam ��,(�Md��; .� � �' �. �"'
<br /> 9. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT T!-iE USE OF AIVY KEY,C(?D�OR OTHER�PECTAL KNOWLEb6E TQ EXIT. ��0�IFC-IIV T��NA TIUNAL FIRE�����S�'QtE(�Utlt�lt���Ot3�2, WAC J�I-J��� �� '�Fx 1,�, �"�� ' � � R ° ' �
<br /> 5TriUCTUr7AL rN�N�• 1 l A U L T BIDDER DESI6N � t � � o0
<br /> P R O T E C T I O N d�Q U A L I T Y O F W O R K M A N S H I P: S P�I N K L E R S: A u r o M A r��F r�E o E r�c r�o N&F r�E s v�R E s s r o N s�s r E M s(E M c, C H A P T E R 1 6.1 b� ,�;��$��4��� � �, �
<br /> " " A C C E`S�I B I L I T Y C O fl E- A Q A A G S ta te Bui l di Co d� W A C 5 1-4 0 CUSfiOM bESIGN&EN6INEERIN6,INC. _ �� � ��
<br /> 1.A L L I N F O R M A T I O N O N T H E S E D O C U M E N T S/D R A W I N G S R E P R E S E N T S A B A S T C D E S T 6 N S E R V I C E T O O B T A I N A f � � � f����Q��'�N, � ��`'��"��� ���•��
<br /> BUILDIN6 PERMIT. SUCH"B�45IC D ESIGN S ERVIC E"R E QUIR E S T H E G E t�E R A L C O N T R A C T O R T Q B E K N O W L E D G E A B L E& CONTACT: ALEX MO#205E05-PE =
<br /> BiODER bESIGN '
<br /> WELL EXPERIENCED IN ALL ASPECTS OF CONSTRUCTIQN INCLUQItdG ALL APPLICABLE JURISt�ICTIQNAL CODE5 REQUIREMENT5. ZDOQ- ELEVATOR CDL}E AMESE A�I7I �WA�Z��i-�1� T�L� {425�343-7517
<br /> 2. ALL WQRK SHALL BE COMPLETED IN THE HI6HEST STANpAR�S C}F GRA�TSMANSHIP BY JOURNEYMEN WITHIN THETR �AX� �425�493-$3$$ Plan Check No.: B1306-029
<br /> RESPECTIVE TRADES. AS NOTED,ALL WORK SHALL BE COMPLETE AND FULLY OFERATIQNAl.. CTTY OF EVERETT DESIGN AN� C�NSTRUCTION�TAnIDAR�S C�t SPECIFI�CAT�ONS E-MAIL:MAILC�CbEN6R.COM ��;�A�; ��� ���� �. j Job Address: 1610 SE EVERE7T MALL WAY
<br /> 3. QUALITY OF MATERIALS SPECIFIED WITHIN THESE DRAWINGS SHALL BE CONSIpERED A MINIMUM STANDARD. Owner: INTEGRAL NORTHWEST
<br /> ANY SUBSTITUTIONS SHALL CLEARLY DEMONSTRATE A HIGNER STAN6ARD. RIDDER DESIC�N ��� �� ` � Tenant: ANTHEM SELF S?ORAGE
<br /> 4. MATFRIALS SHALL BE HANDLED ANO STORED IN ORDER TO ADEQUATELY PR�VIbE HEAT&SHELTER PRIOR s �� �� �{,������,�; _ ; � ���� ����rt'=� Application Date: 6/25/2013
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<br /> TO d DURIN6 INSTALLATION PERI005 UNTIL SUCH TIME OWN�{2 ACCEPTS COMPLETEO WORK. , , " . �� ' "� �j�l �[i�$y�����i�'f't Proposed Use: STORAGE
<br /> � � �� �� � !OW YOLTA�: YP � �
<br /> MATERIALS b INSTALLATION SHALL BE OF INSTABILITY AND MQISTURE CQNTENT REQUIRED BY MANUFACIURES CSP E �neerin �11C. ' ` ' "` " T e of work: EW 3 STORY SELF STORAG BLDG
<br /> INSTRUCTIONS IN ADDITION TO A MOISTURE CONTENT THAT WILL NOT ALTER OR DESTABIL.�ZE MATERTAL OR RSSEMBLY � C4t11'4C�';�e��f�tl�+t1eS PE O�ce Set--_��. ]ob S
<br /> OF MATERIAL INTEGRITY. 1(I37 NE b5fih Sf�$153 Setl1'1'Ie
<br /> BIOD�R b�SIGN-S�PARAI�P�RMIT SUBMTTTAL et Fire/Planning t
<br /> AGC�SSIBL�AtJD USEABLE BUILDIN65 ANQ FACILITIES It�i.UDING ALL HARDWARE,SPAGE REQUIREMENTS AND SIGNAfE SHRLI.COMPLY WI'FH ��g��l� Reviewed For Permit: Date. �-� Z`l� gy• �
<br /> COOROINATION d�EXECUTION OF WORK. ANSZ A1T7,1-2Q03�WAC 51-91-005 AbR AGCESS TO 51`ORRG�SPAGES P�R TABLE 1208.3 d�SECTIQN 1108.3.1 I8C 2003 �������. � �
<br /> 1. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AU,APPLICABLE PERMITS AND REQUIRED INSPEC�tONS. (SEE EXHIBIT DOOit MANU�SREC SHEET A„� '��; 2(��j_��(�,�r�(��j �.�� `
<br /> 2. GENERAL CONTRACTOR SHALL PREPAY&HAVE AVAILABLE UPON REQUEST COPIES QF CURRENT WA STATE BOND d� E-MAIL� jSh�eSpengin�eri►tg.com � r �
<br /> REQUIREMENTS.(SUCH AMOUNT SHALL ADEQUATELY PROTEGT OWNER AND COV�R�-I�T�TAL COST OF WORK.) �
<br /> 3. 6ENERAL CONTRACTOR SHAl.L NAVE A CURRENT/APPLICABl,E,STATE OF WASHINGTpN GENERAi.CONTRACT�RS
<br /> LICENSE. A COPY SHALL BE AVAILABLE AT JOB SITE. �
<br /> 4. 6ENERAL CONTRACTOR SHALL HAVE ALL APPLICABLE INSURANCE REQUTRED BY LAW INCLUDING CQMBINED G�NERAL LIABILII�Y � � � a■r
<br /> SIA16l,E LIMIT BODILY INJURY AND PROPERTY DAMA6E OF NQT LESS fiHAN$2,QQ0,000. AUTQMOBILE,PUBLIC LIABILiTY AND ���`�''���`��`�"���"��` ���JS OP i�t7Ot�T�� i�l�sE EVE��rr MA��waY �
<br /> PROPERTY DAMA6E OF NOT LE55 TNAN$1,000,000 PER OCCURANCE.ALI,SUB-CONTRACT�RS SNALL HAVE EQUAL C�VERA(,E t � � � �r�i�n•'I�sc�I��i�csn[�R.o�i���c�.�r��t.�.c��� EIf�R�TT WA 98208 � p �A'�-��$
<br /> AND IT IS THE SOLE RESPONSIBLITY OF THE GENERAL CONTRACTOR TO OBTAIN PROOF OF THIS REQUIREMENT FOR EACH SUB-CONTRACTOR. �'��'T���,������'��`-��� � , �;a`;� F�+����G,V��::,,
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<br /> 5. HEALTN,LIFE,SAFETY AND WELFARE OF ADJACENT PROPERTTES SNALL 8E IN COMPLIANCE WITH ALL APPLICABI,E To:3�e1�e�.��.caxc�a�t.c�t �����}�e�� ; "� �°'�`�
<br /> JURISDICTIONAL COOES,INCLUDIN6 BUT NOT LIMITED TO CITY,COUN7Y,STATE�FEDERAL COI�ES. z�NE PROJECT SHAU.COMPLY WITH THE 2009 W,S,E.C..SEE fI.AZIh16 GALGUI,ATTON WORKSHEET FQR UA YALUES. QW��; INTEGRAL NW �''�"a�`fi�'1�+� �r����' i,��.
<br /> i�c:Gorc�c.irx�L�4�it.�her,�S.uk B�nvks,�e�u�s R�er�t� �
<br /> ZONE(I)-SNOHQMISH CC3UNTY,WA EXISTTN6 FUEL SDURCE: O7H�R PUELS:NATt1RRL&A5 i�bj�ct:i�nt�e���lf-Stora��t�i��E��=ere��sia��fr'a�r�are Ilcm� , � ��'p�,,�� ,� �
<br /> 6. 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIREI�G41�NECTIt?N5 NEEDED Tp MAifE SYS�MS 8115 BROAL3WAY SUITE 204
<br /> , MEfiNOb Of ENER&Y CODE COMPLTAM1�E: PRf5CRIPTIUE(W.S.E.C.7ABl.E 6-i) �'�`�5.
<br /> 100/o OPERATIONAL.THESE CONNECTIONS ARE NOT SHOWN OF THE ORAWINGS BtIT YEfi RENIAIN THE oe�zoN xv-ur�.r�rrEo r�ouv�-s HE+lTIN6 5YSTEM FOR ADDIFiON: ,��j EVERE77, W�1 9$20,� ��t���,�� ���� �
<br /> RESPONSIB(.Y OF THE APPROPRIATE CONIRACTOR.
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<br /> 7. JOB SITE WORK NOURS SHALL,AT A�I+IINIMUM, 8E PER JURTSDTCTIONAL CODES AS WELL AS COMMON SENSE, t�Ew HEaTEo Fl.00R aREa: 107,5?9&5F BIDDER DESIGN-VERIFY w!MECH.b8 �G�t}�5��,�$-1$jj ������'il�"i�� � � �
<br /> 8. CONTRACTOR SHAI.l.CEASE WORK AND SECURE AFFECTED AREA IMMEDIATEi.Y IF ENCOUNTERiNC PRRPOS�D 61.AZtNG: . U1�k.IMITEb NEw svs�M FUE�souacE i�aPp�rcnB�.E: r�A ���� ��"�����+��'�����'�����'�����P����a��P�����'�����9P�:�����E� F�}�(���)�3$'jJ�� � � p����,
<br /> PE CEN A6E OF&lAZIN6 TO FLOOR AREA. NA MAXIMUM RlEW FlEA7fN&CAPACilY ALLOW�p: NA �il��T��-B�Jildli'#��if+Ch�T�liir���fl�lTt. �,,��t`. �
<br /> SUSPECTED NAZARDQUS MATERIALS.NOTIFY OWNER IN WRITING RT ONCE OD SUCH FINOINfiS. �� �
<br /> 9. PORTABLE FIRE PROTECTION-A PORTABLE FZRE EXTINGUISHER WITH A MINIMUM U.L.RATING dF 2-A;10-B;C SNA�.i.BE PRQVIbED �Ro6Ra+w�AayE�E�os�nrs r��quraED
<br /> WITHIN 75 FT.OF TRAVEL ON ALL FLOORS OF EACH BUILDIN&bURING CONSTRUCTION AND PRi�R TO OCCUPANCY. �������
<br /> 10. MECHANICAl,ELECTRICAL,PLUMBING,6A5 PIPIN6,FIRE�ROTECTIC�N ETG.SHAI.t.��BIDDER DESIGN AND THE A���. Fire M�sh�� a���T��L��: #28Q5180Q4003� �
<br /> RESPONSIBILIly OF THE GENERAL CONTRACTOR. PLANS FOR AI,L WORK SHALt,BE SUBMITTED T(7 CI�TY AND AS APPl,ICAl.BE T"0 FiRE MAl25HAL
<br /> FOR APPROVAL PRIOR TO INSTALLATION. SUBMITTALS SHAI.l.T1�1Cl.UQE CUT SHEETS(?F Ai.L EQUIPMENT IFJTENDED FOR US�. Ev+�r�t�F�r�i���r�rtme�tt �!���+ON� SEE ARCHTTECTt1RAL SITE PLAN-SHEET AI.O
<br /> 11, APPROPRIATF TRIP TESTS,WITNESSED BY A FIRE DEPARTMENT INSP€CT�R,SHALL BE PFRFO(�MED AL01V�WITH CERTIFICAl`F � �
<br /> OF COMPLETION,PRIOR TO FINAL ACCEPTANCE OF THE SYSTEM WE�i2K�N&PHONE I.INES SHALL BE TNSTALLEa FO#2 SAID ALARM SYSTEM T�STS, � �
<br /> 1Z.FIRE SUPPRESSION(SPINKLER)SYSTEM SHALL BE PROYlDfD AS REQUTRE�BY l.00AL CITf'ANQ MUNICIPAI.ITY COfl�. ��������-������ ����� C-1(6E�IERAL C�MMER�CAI.) O �
<br /> THE SYSTEM SHAU.INCLUDE A MECHANICAL WATER GON6 BELl.. �
<br /> 13.FIRE SPRINKLER SYSTEM WORK SHALL NOT BEGIN WITHOUT AN APPltOUED AN�STAMPED SET OF PLANS FRdM THE BUII.DIN6 QEPARTMENT. �������-������ MAX l�U�L�I�N�'IT: �JO F1', �
<br /> THE FIRE DEPARTMENT WILL AL50 REVIEW THE PLANS AND SHALL FEILD TNSPECTBASE QNLY(�N APFRQVED JOB ST'fE PLANS. AIC AIR CQNt3ITIQNING M�X MAXIMUM
<br /> 14. ALL FIR�ALARM CONTROL PANELS&SPINKLER VALVES SNALL 8E PROUIDEb IN HEATED ROflMS OR CLOSETS WITH STANt}ARO MAN DOOR qp�. ADJUSTABI.E MECH MECHANICAL ��������������� ���������r����� N07 APPLZCABLE (LOT 5IZE IS 76,079 SF) �
<br /> ACCE55, LOCATIONS SHALL BE APPROVE�8Y FIRE MARSHAL'S OFfICE.IF IMMEQIATE MAN DOQR AC4�55 IS PROVEDED FRQM THE EXTERIOR � R�{/I��p� �
<br /> OF BUILDINf TO SPRINKLER ROOM TH�NEED FOR A PIV IS NaT i3EQUIRED.FIRE f3EPARTM�NT CONNECTION LOCATIONS SHALL 8E DET�RMINED AFF ABQV�FINISH FLQOR MTL METAL �
<br /> BY FIRE MARSHAL BASED ON HYORANT LOCATION AND ACCE55, AM51. AB�VE MEAN S�A E.EYEL MFi2. MAIVUFACTURER ;���;-������y����fl������_ L�IN�SCA�L CATI�6OI�I�; ���4� �
<br /> 15. FLOOR SURFACES-WALKING SURFACFS OF MEANS OF Ef RFSS RNb OTH�R SHALL HAYE SI.IP RESISTANT SURFACE AND BE SECURELY ATTACNED. �P�RQX. AP�ROXIMATELY M&R MANAGER � ��y�{�� ����vy-����.
<br /> „ A�TM AMERIC�4N SQCIETY FOR MIN MTNIMUM l'1- �`ers�a�-?.�.���;�irt�s��ratr,�a�e�?da?�_�,"�3��-Re��ase�3:�ze:�'1,�i3#l8}-37 P�� SIGNA�CA�A�Tl3r: A �
<br /> 16. ELEVATION CHANGES. WHERE CHANGES IN ELEVATION OF LESS THAN 12 EXFST IN THf MEANS OF EGRE55,SLOPEb SURFACES TESTING AND MATERIALS MISC MI5CELLANEQUS
<br /> SNALL BE USED PER CODE. SEE CODE FOR ADDITTONAL REQUIREMENTS. �
<br /> 17.EXIT l.I6HTIt�SNALL BE PROVIDED PER CODE WITH PROPER CL�ARANCES. FINAL LOCATIONS 1MTHZN LTMITS OF CODE SHALL BE PLACED g�p� BUTLdZNG t�A�KEN�7 I�t�u�t��t�ITS. 1 per 300 SF o#OFFICE SPACE- 1,500 SFi300=5 STAi,LS REQklIR�D (NO APARTMfNT} �
<br /> BY ARCNITECT OR OWNER. N NORTH � pETAIL REF�RENCE
<br /> 18.PROVIDE AREAS OF REFU6E PER CODE ALONG WITH COMMUNICATICIN,SIf�NAGE ANQ OTHER REQUIREMENTS. g�'�' ��`��� NA NOT APPLICABLE �"� W
<br /> 19. THRESHOLDS AT DOORWAYS SHAI.L NOT EXCEED 1/Z". SURFACES 5i.OPIl�tG AWAY FR�M THRESHOLD SHALI.NQT EXCEE6 5�%.SEE CODE. B/S BUILDTNG STANDARD NT5 NO3 TQ SCALE OCrUF�ANC��QU�'
<br /> 20. MEANS OF EGRESS SNALL BE PROVIDED IN RESIDENTIAL CON51`�tUCTiON AT A NET OF 5.7 SF PER OCCUPIED SLEEPIN6 ROQM ON SECOND 5-2-GOW-HAZARD STDRAGE(GROUP S-2) NO FIR�SEPARATION REQUIRED BETWEEN �
<br /> LEVEL OR HIGHER. 5 SF IS REQUIRED FOR E6RE55 WINDOWS ON GRADE l,EYE�., OPENING NT.SHALL B�NQ L�SS THAN 24"AND WIDTH 2Q", CL6 CEILIf�� �, ELEVATIQN INaIUIDUAL UNI75 WHEN BUILDIN6 IS FULLY SPRINKl.ED.
<br /> 2i. EMERGENCY ESCAPE AND REScuE OPENIN6 SHaLL HAVE THE BOTTfJM OF THE CLEAR OPEI�ING N(?TGRfA1�R THaN 44�NCHEs MEASURED CLR. CLEAR O.C. �N��NTE(� ����R����, �
<br /> FROM THE FLOOR. CONC. CQNC�EI`E O�G. OPENINC � � �-3 �
<br /> c�n�s,�. coNs�ucr�Qn, o�� o��os�� CDNSTr�UCTION T1'r�; T/PE V-�-FUGLY SPRINKLED
<br /> CONSTRUCTION REQUIREMENTS� CQ�� COMPANY4�5 N�FZRE SEPaRTtsN REQu�REMENT oF STRUCTUR�oR EXTERiOR WALLS �
<br /> t'� FRt3PERTY LINE iqo ROOM NUMSER �
<br /> SITE WORK� ���. b����� FGYWD. PLYW�f1D
<br /> 1.REQUIRED CLEARING SHALL CONFORM Tp APPLICABLE COQE REQUIREMENTS. EROSION SNALI.BE HF6HLY CONTROLLED ���t�'��� U`������� TYPE V-B-FUI�l.Y SPRTNKLED-BUILt}IN�SIZE GREATER THAN 85,1O1 SF
<br /> DTA.,fd DTAMETER PROJ P(2OJECT � o
<br /> AND VEfETATION PROTECTED PER OWNER'S REQUEST. (COORDINATE WZfiH ARCHITECTIOWNER PRIOR TO CLEARTN6/bFMO} a�A�� DIAG4NAL FR4P PRdPER1V 8000 GFM LE55(54fo TO 7�JI9 REDUCTIaN IN REQUIREMEN� ALI.QWS FQ�TNE FOII.OWING�
<br /> 2. VERIFY/CLEARLY MARK THE LOCATION OF ALL EXISTING UTIl.iTIES PRIQR TO BE�INNIRIG WOi21C ��M. DSMENSIOi�1 p� pRESSURE TT2EATED 17 1 ���n�N S,�Q�PM-��JO'/oX$OOO�=4,OOa fPM MAXIMUM (PROJECTED F1.QW Afi 4�SOO�PM W/�2"EXTENSION�
<br /> 3. Cl.EAR ANY DEBRIS FROM STREET ANO SIDEWALKS ON A pAIl.Y BASTS.{BROOM SWEPT} �� ��W� '� �EFEaEracE �,�.,.,��,���,,�� ,�,�,.. _����;,����.�,,.,,,�,������,,>,�,�,��.�,,�� 8,t��PM-(75%X80Q0)=20QQ GPM MINTMUM.
<br /> 4. MINIMIZE DUST AND NOTIFY ADJACENT PROPERTY OWNERS 0�APPl.ICABL�WC}RK. DTI-,DET!- t1ETAIL "
<br /> �w�. t�Rnw��vG �EQ't� ��qur�E� ��tr7i0r7 N�AtL��N��G'S: THERE IS N{?l.IMIT ON THE Tt}TAL AMOUNT OF�XTERIQR WALL 4PENINC AREA WH�N -�-���.
<br /> RM Rt?OM � � ���� ��"� �� � ..� °.�--�
<br /> 6YPSUM WAl.I.BOARQ NQTES. E EaST R.C1. ROUGN OPENIN6 �LEVATION MARKER � WH�N TH��PENINGS ARE MORE�'NAN 3Q FT. FR4M A PROPERTY l�TN�. � �'.��� �j �� ��
<br /> T EA. EACH � � �� � ��
<br /> 1. FASTFN 0 FRAMING PER CURRENT CODE'S i j �.
<br /> 2. APPLICATION OF APPLICABLE MUD/TAPE/CORNER BEADS ETC.SHALL B�PER MANUFACTURES DIRECTTt3N5. E�-,��-�u �LEVATIOfV 5 ���� � �. ��
<br /> FINISN SHALL BE SMOOTN-WALL UNLE55 011-fERWISE DETERMINEb$Y OWIVER. �LECT. ELECTRICAL SGNEE} S�HEDULE A��r���� Ar�tA�t1�71rlC�TIONS TD TAdE�5Q3: AR�A MODIFIC�ITIONS R�LATED�'0(2)DTFFERENT CONSTRUCTI4N TYPE SCEI�ARIf�S. ��P � � ���`� �'�
<br /> ST�UCTUt7AL �au�r�i�
<br /> 3. USE 5/8"TYPE"X"GYPSUM WALL BOARD MATERIAL THROUGHOUT. EQ. EQUAL S�fT SHEET
<br /> 4. MINIMIZE DUST AND PROTECT MECHANICAL DUCTS/VENTS,WU4D WORK ANb VU4NERA8LE FIXI`4tRE5 ETC.. EQUIP. EQUIPM�N� SIM. SIMILAR AD.Q covER sHEEr ; ����+` �;` ��,r���q�-
<br /> 51.1 G�N�RAL STRUCTURAL NQTES � �-� � .� �
<br /> 5. DISPOSE OF ALL REMAINING SCRAP MATERIAL/MUD AND DE8RI5 PROPERLY. ��W �'����A� SPEC. SPECIFI�ATIQN AI.Q ARCHITEC7URA� SITE PtAN A�,i.OWA$!.E BUIL�ING AREA PER TABL�503 5-2,TYPE V-B=13,5(l0 SF/�I.QOR €_ _ y �'x.y;s±�F�y��'��� i
<br /> 6. OWNER SHALL HAVE THE RIGHT TO REJECT SUCH WORK DESCRIBED H�REIN AR1D CONTRACTt?R SHALL REMEbY ��' ��5��' SQ SQUARE 52,1 FOUNDATIQN -
<br /> ExT. �x�E�zt�R A2.1 ARCH FOUNDATION PCAIV 506.3 AUT�-SPR�NKL�R INCREASE=Zt�°J�(FpR MI��.TI-STt?RY BUi�.DI�1C5)
<br /> SAID WORK. 55 STAINL�55 S�EL 52.2 1srFcooa P�Rrrrrorv
<br /> s�. ���� A2.2 FIRST FLDOR PLAN 52.3 2ND F!.(1DR DECK 50b.2 FRONjAGE INCREASE- 100{$63/$�3-.25}x 863134=A�,l�OWED� lOQ(lfl-,25)*1-15ya
<br /> s�uc sr�uc�n►�A� ���� A2.3 SECOND F�04R PLAN 52,4 2ND FLOOR PARTITIONS
<br /> WINDOWS/DOORS/SKY�IGHTS� �uoR. �iuoR�sc�r�r sus�. susP�ra�Eb � A2.� THIRD�LOOR Pl.AN 5�.5 3RD fLCJ4R DECK 506.i AGLQWABLE AREA�NCREASE= 13,500+(13,50Q x 75%)+(1�,5Q0 x 2UQ°/4�= 5�,625 SF per FLOOR
<br /> 1. ALL 6LAZIN6 SHAI.L BE LOW-E,DOUBLE 6LAZE0. FLR FL4QR d� ANb A2,5 RQOF PLAN ''� �� R�'s�"
<br /> 2. PROVIDE SAFETY GLASS PER CODE...I.E.AI.L DOORS,CERTAIN WiNpOWS WITHTf�18"'�F FLOORS 0�2 FT• ���� T�1i2U THRpUGH 52.6 3RQ FLOQR PA�TITIONS
<br /> C Ar A5.0 ExrEaroR�GEVA rrarvs 5�.7 R04F DECK H�I�T�l�t�1�CATI0N5 5tCT10N�D4: HEI6NT MODIFICATlQNS R��,RT�D�'0(2}DIFFER�NT CON51"RUCTION TYPE SCENARIt75. � 9.29/14 CITY CC�MM�NTS(7-2053)
<br /> WALKING SURFACES,WITHIN 18"OF DQORS/DOOR OPENIN65,ON STAIRS,TN SHOWERS/TUB ENCl,OSURES. 1NND TINNED C I
<br /> 3. SKYLI6HT5 SHALL CONFORM TO ALL APPLICABLE CODES Tp� -�ap�}��Q���E� A5.1 EXTERIOR ELEYATI4N5 6r SECT
<br /> GA. GAUGE � CENTER LINE SDI STRUCTURAC DETAI�S
<br /> GALV. 6ALVANIZ�(D) T.Q.M. 1'{�P 0�'MASONRY A 6.0 o F F Z e E P L�N-E N L�R G E D 5p2 sTRUCruRAL DErATCs
<br /> STAIRS; Gc GENERAL CONTRAGTOR �v� ��ca't�EE�. # NllAABER A6.1 QFFICE RCPN ALL�WAB�.E BUILDII�H�T�HT PER fiA$LE 503 5-2,lyPE V-R= 2 STORIES
<br /> Gl.e GLUE LAMINATED BEAM �16,2 ACCESSIBILIlYP1.AN 5�� STRUCTURAL DfTAILS
<br /> SO4 ST�2UG'TIIRA�DETAILS 5�4.2 AUTaMATIC SPRIN�..ER SYSTEM A1.LOW5 FOR AN TNC�EAS�TN SfiORTES BY ONE.
<br /> 1. RISE SHALI,BE A MIN.OF 4"d�A MAX.OF 7". RUN SNALL BE A MIN.QF 21"&R MAX.OF 14". NO RISER t?R TREAb SHAII VARY FRpM GRND tROUN� Rfi.3 DETAIl.S
<br /> TNE OTHER GREATER 1'HAN.375". RADIUS ON LEAOINC TREAD Eb6E SHALL NOT BE GREATER THAN.5" �WB GyPSUM WALL Bf7AR� �Jg� k����pI�M Bl1TLDTNf� AJ:O EGEVA roR-SrAZRs '�Q� srRucruRAL DFrArLs
<br /> 2. PROVIDE SAFETY GLA55 PER CODE...I.E. MIN.HD.HT AT ALI.SEGTIONS t7F STAIRS SHAL�BE 6'-S°CL�AR. GObE
<br /> 3. MIN.CLEAR WIOTH OF STAIRS SHALL BE 44"UNLE55 DETERMINEb OTHERUVTSE PER OCCUPANT LQAD(RESIDENTIAL 36"OR BY LOAb) HORIZ. HORIZORiTAL UL UNDERVt�RIT�RS LAB A$.0 SCHEDULES VAU���t���l�F����naw und�r s�parate su�mrttat QCLUt�ANCr LOAc�, WAR�HOUSES= FLOOR AREA 5F P�R OCCUPANT=500 GROSS/f?CCUPANT�'ER TABLE 1Q04.1.2
<br /> 4. PROViDE/INSTa(.L HANDRAiLS&GUARDRAiLS PER CODE (HAN�RAiLS SHALL B�UNT�ORM AT 34"NIIN aND 38 MAX.AS H� HpUR UNO UNI,ESS NOT�4 A9.� WALL SEC�T?ONS FLOOR AREA=see TABI.E THIS SHEET
<br /> MEASURED FROM STAIR NOSE OR RAMP) GRASP SNALL BE NO SMALtER THAN 12/4°ANb NO 6REATER THAN 2".SEE CODE 1009.11.3 IBC S-1 VAULT STi?UCTURAL NOTES&PLAN
<br /> THE CLEAR DISTANCE BETWEEN A HANDRAIL AND WALL OR OTHER SURfACE SHALL BE MINIMUM t3F f.5 INCHES. SEE C�DE 1009.11.6 IBC �T• HEiCHT C7TH�R�NISE A1O.� GIGHTING PLAN OCCUPANTS w/SPRINKLER SYSTEM PER TABLE 1(�?5,1=.2 INCHES PfR OCCUPANT
<br /> Hvac NEA�zN�,VE�vrrN�a�D S-2 VAULT STRUCTURAZ DETAILS Sl`AIRWAY E�RESS= .2 INCHES x�.OAD=SEE TABL�THIS SHEET J�5
<br /> AL50 NOTE HANDRAIL EXTENSIONS SHALL RETURN TO WALL,GUARD OR WALKII�IC SURFACE OR 8E CONTINUOUS TO THE FIANDRAIL OF At�l A I I.O fXITIN G PLAN geo.�ErrARu+rr�r
<br /> ADJACENT STAIR FLIGHT, HANDRAILS NOT CONTINUOUS BETWEEN Fl.IGH75 SHALL EXTENE312 H4RIZONTALl.Y BEYQND THE TOP RISE'R AND �F�COtVbITI(}NINC y�RT. VERTICAL
<br /> CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE B�TTOM RISER.(VERIFY WITN ALL CODESj IN. INCH VIF UERIFY zN�I�LD LA�L�SCAI�t •n�w und�r scparafe s�bmittal ��f��((����tNTS. (�}M�ANS OF Ef RESS ARE REQUIR��FROM EACN FLOOR PER TASl,�1�18.1 JCS
<br /> 5. FIRE BLOCK AT TOP AND BOTTOM OF STAIR RUNS PER CODE. INFQ TNFORMATI�N DRAW"8v
<br /> 6. USEABLE SPACE UNDER STAIRS SHAI.L BE FULLY LINED WITH 518" TYPE"X"GWB,FLRE 1'APED AND RESULT IN INSUL. INSUI�ATION W W�,��, L-1 LANDSCAPE PLAN ��.�r.
<br /> A ONE-HOUR FIRE RATED ASSEMBLY/CONSTRUCTION PER CODE. INT. INTER�f3R Wt �.r,�
<br /> 7. A FLIGHT OF STAIRS SHALL NOT NAVE A VERTICAL RISE 6REATER TNAN f2 F1'.BETWEEN FLOQIt LEVELS OR LANDINGS. ��,� ��QQW
<br /> 8. HEADROOM ON STAIRS SHAt,L NOT BE LE55 THAN 6'-8"(80")MEASURED VERTICALLY fROM A LINE CONtJEC3ING EOGE OF 1�tE STAIR NOSING, �g(S) PQUNQ(S} W/4 WITHOU�` ���t •naw und�r separate�ubmrtfal Ar�'LiC��I��INIMllM ST�UCTUAdt�7�I6N Cr71T�tA 85 MPH WIND SPEED EXPOSURE-C
<br /> SP1.0 G7V�'L SITE PLAN C4.0 DRAINAGE PLAN SEI5MIC DESI�N CAfiEf ORY-�
<br /> SI1�E CLASSIFICATIOIV-Q slao �EGIS7ERE4
<br /> GI WATER MAIN EXTENSION PLAN C4,1 STORM ORAIN AND QRIVEWAY PROFIl.E R00�DESIGN SNOW LOAD-25 PSF R
<br /> � � C1.Q EXTSTXN�CONTQUR PLAN G4.2 DETENTION VAULT PLAN�C4NTRQL STRUCTURE FI,OOR 4�S��N Lt?Ab 125 PSF
<br /> � � � � CZ.O GRADIN&AND T.E.S.C. P�AN �'4.3 LEVEC SPREADER PLANS& DE7AIL5 �SSUMED 54IL BEARINC PR�SURE-30Q0 P5�
<br /> C3.0 flRIVEWAY AND PAVIN�PLAN W51.0 WAT�'R AND SEWER ASSUME'D FROSfi DEP�-18° BELOW FINISNED C�RADE. ��F ������n
<br /> C3.1 DRIVE AISI.E SECTI'QNS VIf51.2 QFF SITE WATER PCAN
<br /> AS PER I�� SECTI4N5: 342.1, 311.2 , TABLE 543. 504.2 & SECTION 50G
<br /> SPRINKL�R REQuIRED '• A�7�IFIONAt t�l�lTS SHQr��7aAWIN6 r7r�tU1r7�WWtNTS:
<br /> OCCUPANCY CLASSIFICATION GROS� SQFT. OCC. LQAD OCC. ECRE55 N4T�5� N�pA 13 P�.UIIABT�JG FTXTURES +
<br /> TYPE OF CONSTRUCTION PER FLOOR AS P�R IBC 1Q04.1.1 AS PER IBC 1045.1 AS PER WASC A5 PER TABLE 2902.1. ' PER I8C 106.3.4.2,THE ARCHITECT NAS ELEC�D TO�EFER THf SUBMITTAL ����5��-1
<br /> oF cERTa�N ELEMEN'rs OF rNE BU�LDiNG dEsrGN AS ID�NnFiED�N rNE �E
<br /> 5�'CTION 903.3.1.1 dc ��. ���ND. CR JUP 5 1. The Gereral Contraetor(T.B.D.)shat!funish a!/la6or, equipment, materials,adequate supervision and all
<br /> TABE.ES: 5�3 d� 508.3.3 Q'����'��� T� � �'���� necessary incidentals required to cotnplete its work in occordance with a1J local,s#ate and natiot�al codes and DEFERREp SUBMITTAL LT57. *P�roa ro suen�rrrrn�rt��oEr,a�t,.��rA t.�r�'R ��d
<br /> OCeUPANCY. 1 P�R 5n0 7TME, THE RE6ISTERED DESI6N P120FESSIONAL IN
<br /> Qgencies havrng jurisdiction. In additian, The�erer�l Contractvr(l,B.D,}and choosen Sub-Cantractors shnll be * R�SPQNSTBLECNARGESHALC REVIEW THED�TAItS
<br /> .�. AUTQMA�IC SPRTNKLER SYSTEM
<br /> fs = FIRE SPRINKLEREp responsible for supplying all Snohamish County Bur/ding Code Requrrements, Any changes to Permit drawings are ,� AND THENfORWAR�THEM TQ TNEBtJ�LflIN(�
<br /> the res onisibli of The�ereral Contractor T B U and the Owner. 2• E1.E�TR�CAL DESIGN BUILD SHOP ORAWIN65, pEPARTMENT WITH A lVOTATIQIV INDICATIN6 THAT
<br /> FIRST FLOOR - OFFICE B / VB fs 171a f SF. QF�I�E - 1 710 1 100 = 1� 18 x .2 = 4 NEATEQ!COOLED AS PER 2�09 IMC c�WSEC. REQUT�2ED Tt?TAL C?CCUPARICY = 231 P �Y � � • •a �1�
<br /> 7RBL� �902.1 3. *PRE-FAB STAIRS SHOP DRAWINGS 7NFDEFERREO 5!/BMITTrlt��CUMENTSAND(JETAItS ��r�,.
<br /> FIRST FLOOR - STORA6E 5-2 / VB fs 34,OOb GSF. STORAGE - 34,006 / 500 = b9 114 x .2 = 23 SEMI H�AT�b AS PER 2�09 TMC d� WSEC, R�QUIREb ffiAVEBEENREV.i'EWEDANDBEENFOtJN0708EIN
<br /> SECOND Fl.�OR - STORA�E 5-2 / VB f s 35,935 G�F. STQRAf�E - 35 935 / 500 = 72 120 x.2 = 24 SEMT HEATED AS PER 2{?09 Ih�C� WS�C, RE UIREp �RaUP M M�RC�NTIL�. 2. The Co�►struction Drawings mQy not 6e 100!complete;however, the intent of the drawings and specificotions �- *FIRE ALARM SYST�M 6ENERAL�'ONFORMAfVC�TQ FMEDESI&NOFTHE 6-�P013
<br /> � Q OC�UPANGY. 1 PER 500 nt�e an rndicotive express of intent. The�enervl Contractor and a�l su6eontractors shall provrde a complete Qnd 5. *STOREFRONT Cl.AZII�G SY51`EM BUILDIN6. DA�
<br /> THIRD FLOOR - STORA6E 5-2 / VB fs 35,92$ fSF. STORAf� - 35,928 / �00 = 72 120 x.2 = 24 SEMI H�A7�D AS PER 2()Q9 IMC&iNS�C. REC�UIRED THEdEFERRED SUBMITi"AL I7�M5,�ROVIDED BY ����T 5?
<br /> (1) REt�UTRED workabie system And has communicated with the owner v vatue judgment where obvr'ous information may be 6. *pLUMBIN6 RISER 4IA6RAM5 AND DETAIl,S. sPEcrAlzvsue-coNrR�cTous,SHALL NOTBE �s�E
<br /> STORA6E GRO55 1Q7,579 GSF. TOTAL = 231 44° REQUIRED STb, lacki�g Cer�tain getteric details such as door and window trim ar►d flashing are the responsibilrty of the Cenerol rNsrAu�a vNrrt t��aFsr�tv,an��sue�trrr�t
<br /> (2} UNISEX T�I�ET 7. *MECNANICAL VENT�NG�HEAT2N6/C04LING EQUIpMENT bETAII,S/SPECS. oocuM�rvrs NAv�'e��'NAv�R�v�o ay m�eur�vrn�
<br /> FIRST FLOOR - COVERED LOADING 5-2 I VB fs 4,995 �5�, NlA N/A N/A R�QuIRED ROOMS PROVIDED ContrAetar and or their Sub-C'ontractors. If there�re detail specrfic issues that are nat comprehensible +t is * p�PARTMENT.
<br /> the responsibrlity of the Genera!Contractar to notify the Dwner of any unresolved issues or discrepancies prior �• ELEVAT0I2 EQUIPMENT pETAIl.51 SPECS.
<br /> OFFICE - COVERED ENTRY S-2 / VB fs 3b6 CSF. N!A N/A N1A REQUIR�D to proceeding with work. 9. *DOOR NARQWARE
<br /> PROJECT 6R055 11C,9�0 f SF. w
<br /> UNPUBUSNEDltKlRX{�C 107V by Salknth Rm/iiA.ctaro/x
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