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Permit#: B1804a23
<br /> Site Address: 2224 COLBY AVE
<br /> Owner: ADDINGTON JAMES A&ROSELINQE H
<br /> ABBREVIATIONS DRAWING SYMBOLS PROJECT TEAM DRAWING INDEX TRUST
<br /> Tenant_ [TenName]
<br /> � • App. Qate: 4/1Q�2018
<br /> A R e � ( � a n d A I t e r a t i o n Propased Use: MULTI FAMILY
<br /> 8. AND INSUL. INSULATIDN p
<br /> Descriptian: INTERIOR DEMO QF FlNISHES/NON LOAD
<br /> L ANGIE I.M. ICEMAKER � GENERAL
<br /> � AT INT. INTERIOR SECTION NUMBER PROJECT NAME COLBY SQUARE APARTMENTS 1 1
<br /> C CENTERLINE IRR. IRRIGATION I G WALLS ONLY
<br /> - DIAMEfER OR ROUND SHEET NUMBER Repair and Alteration T O T� �
<br /> # POUND OR NUMBER JAN. JANITOR A 001 COVER SHEET, DRAWING INDEX, VICINITY MAP BUILDING Rev ewed By: Date:
<br /> PL PROPERTY LINE JT. JOINT LOCATtON 2229 Colby Ave AREA PLANS AND CALCULATIONS Otfiice Set �ob Site Set Fire/Planning Set
<br /> �E� ExisnNG X DETAIL NUMBER EVERETf, WASHINGTON 98201 A 002 IEBC CODE ANALYSIS �
<br /> A/C AIR CONDITIONER KIT. KITCHEN
<br /> AX.X A 003 IEBC CODE ANALYSIS (cont.) r
<br /> AB ANCHOR BOLT SHEET NUMBER —
<br /> A.C. ASPHAl11C CONCRETE LAB. LABORATORY OWNER/TENANT JIM and ROSY ADDINGTON A 004 IBC CODE ANALYSIS (�
<br /> ACOUS. ACOUSTICAL LAM. LAMINATE
<br /> A.A. AREA DRAIN LAV. LAVATORY ROOM 1032 W. Maple View Dr. #A124 A OOS IFC CODE ANALYSIS
<br /> ADJ. ADJUSTABLE LKR. LOCKER NAME ROOM NAME Everett, WA 9HZO�
<br /> A.F.f. ABOVE FINISH FLOOR LT. LIGHT
<br /> AGGR. AGGREGATE A 1-XXX ROOM NUMBER (206) 310-0685
<br /> AL. ALUMINUM MAX. MAXIMUM CONTACT: JIM ADDINGTON ARCHITECTURAL
<br /> ANLD. ANNEALED M.C. MEDICINE CABINET
<br /> APPROX. APPROXIMATE MECH. MECHAtJICAL A WALL TYPE jimrosyaddingtonQgmail.com
<br /> ARCH. ARCHITECT OR ARCHITECTURAL MEMB. MEMBRANE
<br /> A 101 SITE PLAN
<br /> MTL. MElAL
<br /> ARCHITECT COHAN ARCHITECTURE ,. <_ � �'F � �
<br /> BD. BOARD MFR. MANUFACTURER EX 2OO EXISTING FLOOR PLAN
<br /> BITUM. BITUMINOUS MH. MANHOLE FLOOR/CEILING TYPE 980 South Harney Street � ,
<br /> AX 201 FIRST LEVEL EXITING PLAN V� � �
<br /> BLDG. BUILDING MIN. MINIMUM � �eatt�e, Wf� 98��8 � " .F
<br /> BLK. BLOCK MIR. MIRROR AX 202 SECOND LEVEL EXITING PLAN
<br /> BLKG. BLOCKING MISC. MISCELLANEOUS (206J 473-0827 AD 201 FIRST LEVEL DEMOLITION FLOOR PLAN W i` '�'* � " �4 X� ;
<br /> BM. BEAM M.O. MASONRY OPENING CONTACT: MITCH COHAN � A R C H I T E C T U R E
<br /> BOT. BOTTOM MTD. MOUNTED � REVISION SYMBOL A 201 FIRST LEVEL FLOOR PLAN 2229 C O L BY AV E -
<br /> 980 South Hamey Street • Seattle,WA 98108
<br /> MUL. MULLION mitchellc@chartercon.com AD 202 SECOND LEVEL DEMOLITION FLOOR PLAN � t:206.382.1900 • f:2p6.382.0450
<br /> CAB. CABINET
<br /> C.A. CATCH BASIN N. NORTH GENERAL CONTR. CHARTER CONSTRUCTION A 202 SECOND LEVEL FLOOR PLAN O
<br /> CEM. CEMENT N.I.A.A. NOT IN CONTRACT A 2�O ROOF PLAN E V E R E TT W AS H I N G T O N 9 8 2 O 1
<br /> C.T. CERAMIC TILE NO. NUMBER a X 2 INTERIOR ELEVATIONS 980 South Harney Street �
<br /> C.I. CASTIRON NOM. NOMINAL Seattle, WA �IH�OS A 22O UNIT PLANS �
<br /> C.G. COPPER GUARD N.T.C. NOT TO SCALE A 22� U NIT PLANS �
<br /> C.J. CONTROI JOINT (206� 454-9390
<br /> CLG. CHLING O.U. OVERALL X GRID LINE REFERENCE CONTACT: MELODY DERRICK A 301 EXTERIOR ELEVATIONS
<br /> CLKG. CAULKtNG OBS. OBSCURE A 302 EXTERIOR ELEVATIONS
<br /> c�o. c�os�r O.C. ON CENTER melody.derrick@chartercon.com
<br /> C.O. CASED OPENING O.D. OUTSIDE OIAMETER A 303 EXTERIOR ELEVATIONS P ROJ ECT D ESC RI PTI O N a nd CO D E COMP LIA N C E
<br /> COL. COLUMN OFF. OFFICE A 401 BUILDING SECTIONS
<br /> CONC. CONCRETE O.H. OVERHANG F� DOOR SYMBOL �
<br /> CONN. CONNECTION OPNG. OPENING OPP.OPPOSITE A 501 FIRST LEVEL REFLECTED CEILING PLAN ' ,�
<br /> CONSTR. CONSTRUCTION A 502 SECOND LEVEL REFLECTED CEILING PLAN � � '�p � , ,�� ;
<br /> �s' :
<br /> CONT. CONTINUOUS PRCST. PLR�E EAST A 601 ASSEMBLY TYPES AND PENEiRATION DETAILS r' �
<br /> CORR. CORRIDOR A 604 DETAILS THE PROJECT IS A REPAIR AND ALTERATION TO THE COLBY AVENUE APARTMENTS LOCATED AT 2229 COLBY AVENUE, EVERETT, WA 98201. THIS IS AN � ���� � o ,�e k �
<br /> CTSK. COUNTERSINK P/L PLASTIC LAMINATE A WINDOW SYMBOL
<br /> EXISTING BUILDING OF 4,654 SF ON THE FIRST LEVEL AND 4,654 SF ON THE SECOND FOR A TOTAL BUILDING AREA OF 9,308 SF. THE BUILDING IS ��_� �; �_�:
<br /> CNTR. COUNTER PLAS. PLASTER O A 801 DOOR 8� WINDOW SCHEDULE AND NOTES -.�� � -�.
<br /> PLYWD. PLYWOOD CURRENTLY USED FOR APARTMENT HOUSING AND IS CLASSIFIED AN R-2 RESIDENTIAL OCCUPANCY GROUP. THE EXISTING BUILDING WAS �� �-.
<br /> C T R. C E N T E R A 8 0 2 D O O R H A R D W A R E ( � '�."�' ��
<br /> PR. PAIR � r,:, ,
<br /> DBL DOUBLE PT. POINT A 901 INTERIOR ELEVATIONS CONSTRUCTED IN 1955 ACCORDING TO SNOHOMISH COUNTY RECORDS. IT IS ASSUMED THAT THE BUILDING WAS DESIGNED UNDER THE 1952 EDITION ����-1����:
<br /> D E P T. D E P A R T M E N T P.T.A. PAPERTOWELDISPENSER N E W S T U D W A L L OF THE UNIF ORM BU I L D I N G C O D E (U B C). I T I S A L S O A S S U M E D T H A T T H E B U I L D I N G W A S O R I G I N A L L Y D E S I G N E D W I T H T Y P E V 1-hour C O N S T R U C T I O N. T H E �� '�''`°'�
<br /> D.F. DRINKING FOUNTAIN OR P.T.D/R COMBINATfON PAPER TOWEL A 9 0 2 I N T E R I O R E L E V A T I O N S REPAIRS AND ALTERATIONS WILL HAVE A LIKE TYPE V-A CONSTRUCTION.
<br /> DOUGLAS FIR DISPENSER&RECEPTACLE
<br /> DEf. DETAIL PTN. PARTITION
<br /> DIA. DIAMETER P.T.R. PAPER TOWEL RECEPTACLE EXISTING WALL THE PROJECT INCLUDES REPAIR TO ALL FIRE AND SMOKE DAMAGED COMPONENTS OF THE BUILDING, REPLACEMENT AND ALTERATIONS TO INTERIOR
<br /> DIM. DIMENSION STRUCTURAL FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS, AND ROOF SYSTEMS. WORK INCLUDES REPAIR AND/OR REPLACEMENT OF DAMAGED STRUCTURAL
<br /> DISP. DISPENCER Q.T. QUARRY 11LE
<br /> DN. DOWN ROOF MEMBERS, REPLACEMENT OF ROOF STRUCTURE AS REQUIRED TO PROVIDE SLOPE AND DRAINAGE, AND A NEW ROOF SYSTEM, COMPLETE, FOR
<br /> DN.O. DOOR OPENING R. RISER
<br /> DR. DOOR RAD. RADIUS CORE DIMENSION TO S 101 STRUCTURAL NOTES ;SHEAR WALL SCHEDULE ; THE AFFE TED AREA .
<br /> DMR. DRAIMER R.D. ROOF DRAIN ABBREVIATIONS �
<br /> DS. DOWNSPOUT REF. REFERENCE CORE FACE ALTERATIONS TO THE EXISTING STRUCTURE WILL ALSO TAKE PLACE, INCLUDING THE ADDITION OF A RESIDENTIAL UNIT, NEW EXIT STAIRWAYS, AND I"'�
<br /> D.S.P. DRYSTANDP�PE REFR. REFRIGERATOR S 201 SHEAR WALL PLAN ; HOLDOWN SCHEDULE MODIFICATIONS TO EXISTING KITCHEN AREAS OF EACH RESIDENTIAL UNIT. AN UPGRADE TO EXISTING EXTERIOR COMPONENTS WILL ALSO TAKE PLACE. � �
<br /> D.W. DISHWASHER REINF. REWFORCED S ZO2 WALL 8� ROOF FRAMING PLANS ^,
<br /> DWG. DRAWING REDHD. RED HEAD BOLT FINISH DIMENSION TO N �
<br /> RSTR. REGISTER S 301 SECTIONS 8� DETAILS THE WORK PERFORMED AS INDICATED IN THE CONSTRUCTION DOCUMENTS WILL COMPLY WITH THE 2015 INTERNATIONAL EXISTING BUILDING CODE W W �
<br /> E. EAST REQ. REQUIRED FINISH FACE AND 2015 INTERNATIONAL BUILDING CODE AS REQUIRED. � c '
<br /> EA. EACH RESIL. RESILIENT j
<br /> -f� Z
<br /> E.J. EXPANSION JOINT RM. ROOM ��..�
<br /> EL. ELEVATION R.O. ROUGH OPENING THE WORK AREA COMPLIANCE METHOD PER IEBC SECTION 301.1.2 WILL BE USED TO DETERMINE COMPLIANCE WITH THE IEBC. WORK AREAS ARE O � �
<br /> ELEC. ELECTRIC RWD. REDWOOD INDICATED IN THE CONSTRUCTION DOCUMENTS. CLASSIFICATION OF WORK IN THE PROJECT INCLUDES REPAIRS PER IEBC SECTION 502; AND �
<br /> ELEV. ELEVATOR R.W.L. RAIN WATER LEADER D ES I G N C R ITE R I A
<br /> EnnER. EnnERCENcr ALTERATIONS - LEVEL 3 PER IEBC SECTION 504. THE TOTAL COMBINED AREA OF ALTERATIONS OF 9,308sf IS 100% OF THE TOTAL BUILDING AREA OF z
<br /> ENCL. ENCLOSURE SHELF&ROD 9,308sf. THE 50%AREA THRESHOLD IS MET, THEREFORE ALTERATIONS- LEVEL 3 APPLIES. ALL STRUCTURAL WORK SHALL BE PERFORMED PER IEBC SECTION —
<br /> E.O.S. EDGE OF SLAB S. SouTH 301.1.4"SEISMIC EVALUATION AND DESIGN PROCEDURES". ALL OTHER PROVISIONS OF IEBC CHAPTER 3 SHALL APPLY. � _
<br /> E.P. ELECTRICAL PANELBOARD S.C. SOLID CORE ^ �
<br /> EQ. EQUAL S.C.D. SEAT COVER DISPENSER SCHED. AppllCdble COd65: .O L.L.. Q
<br /> EQUIP. EQUIPMENT SCHEDULE 20151ntemational Building Code ALL REPAIR WORK SHALL BE PERFORMED IN ACCORDANCE WITH IEBC CHAPTER 6- REPAIRS. � � 5.
<br /> E.S. EDGE S7RIP S.D. SOAP DISPENSER 2015 National Electrical Code
<br /> E.W.C. ELECTRIC WATER COOLER SECT. SECTION 2015 tntematiOnal Plumbing Code
<br /> E.W.D. EXIST. EXISTING S.F. SQUARE FOOT pR FEET 2015 Intemational Mechanical Code A�L ALTERATIONS- LEVEL 3 WORK SHALL BE PERFORMED IN ACCORDANCE WITH IEBC CHAPTERS 7, 8 AND 9. �
<br /> EXPO. EXPOSED SHR. SHOWER
<br /> EXP. EXPANSION SHT. SHEEf 2015 Intemational Code Council �
<br /> EXT. EXTERIOR SIM. SIMILAR ANSI At 17.1
<br /> �� � W
<br /> S.N.D. SANITARY NAPKIN DISPENSER 2015 Intemational Energy Conservation Code(amendments to) NOTE: � � W �
<br /> F.A. FIRE ALARM S.N.R. SANITARY NAPKIN RECEPTACLE �
<br /> FAU FORCED AIR UNIT S.O.G. SLAB ON GRADE Accessors Parcel Number. 00439147901300 W
<br /> F.B. FLAT BAR SPEC. SPECIFICATION THE CODE SECTIONS SHOWN ON SHEET [insert sheet numbersj ARE THOSE THAT ARE APPIICABLE TO THIS PROJECT. THOSE SECTIONS OF THE CODE
<br /> FBO. FURNISHED BY OTHERS SQ. SQUARE THAT ARE NOT APPLICABLE TO THIS PROJECT HAVE NOT BEEN INCLUDED IN THIS DOCUMENT. THE BUIIDING OFFICIAL HAS FINAL JURISDICTION OVER
<br /> F.A. FINISHED CEILING SRC SEATfLE RESIDENTIAL CODE Occupancy group: R-2(Apartment House) Q�
<br /> F.B. FLOOR DRAIN S.ST. STAINLESS STEEL
<br /> ANY AND ALL SECTIONS OF THE CODE THAT MAY BE APPLICABLE. � �
<br /> FDN. FOUNDATION S.SK. SERVICE SINK Type of construction: Type V-A
<br /> F.A. FIRE EXTINGUISHER STA. STATION
<br /> F.A.C. FIRE EXTINGUISHER CABINET STD. STANDARD Zoning: R-4 (58 DU'S/CtC) � w
<br /> F.H.C. FIRE HOSE CABINET STL. STEEL • >
<br /> FIN. RNISH STOR. STORAGE V 1 C I N I TY MA P �n �
<br /> FL. FLOOR STRL. STRUCTURAL Lot Area: 11.000 Sf G E N E RA L N OTES LL �
<br /> FLASH. FLASHtNG SUSP. SUSPENDED �
<br /> FLUOR. FLUORESCENT SYM. SYMETRICAL Fire sprinklers: YES � �
<br /> F.O.C. FACE OF CONCRETE
<br /> F.O.F. FACE OF FINISH T.O.C. TOP OF CONCRETE � ���/'1 O
<br /> F.O.S. FACE OF STUD TRD. TREAD F�cisting Total Building Area: 9,308 sf 1,.L�
<br /> FPRF. FIREPROOF T.B. TOWELBAR 1. ALL CONSTRUCTION AND MATERIALS SHALL BE SPECIFIED AND AS REQUIRED BY THE 2015 EDITION EDITION OF THE
<br /> F.R.� FIBERGLASSREINFORCED T.C. TOPOFCURB NewTotalBuildingArea: N/A INTERNATIONAL EXISTING BUILDING CODE(IEBC), THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE(IBC) AND LOCAL ���h� �
<br /> GYPSUM TEL. TELEPHONE � � � N
<br /> a , s a b�--�— ; r :;,_.:
<br /> F.S. FULLSIZE TER. TERRAllO CODES AND AUTHOftITIES. a' O N
<br /> FT. FOOT OR FEET T.&G. TOUNGE&GROOVE Allowable Building Height: 45 Ft
<br /> � �7�� 2tstSt 21stSt 21st5! 27stS1 21stSt a�.
<br /> FTG. FOOTING THK. THICK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL BUILDING COMPONENTS WITHIN THE LIMITS ; a p a � ; a � r 1
<br /> FURR. FURRING T.P. TOP OF PAVEMENT Building Height: 20ff+/-
<br /> FUT. FUTURE T.P.A. TOILEf PAPER DISPENSER OF THE PROJECT CONSTRUCTION. 1 � '` � � " q �'�
<br /> K < D Q � N c
<br /> T.V. TELEVISION Allowable number of stories: 3 ' R � ro � < A
<br /> GA. GAUGE T.W. TOPOFWALL 3. THE CONTRACTOR SHAL� VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY p
<br /> GALV. GALVANIZED TYP. TYP�CAL � �
<br /> G.B. GRAB BAR TR.C. TRASH COMPACTOR Number of stories: 2 APPEAR IN THE SPECIFICATIONS OR PLANS, OR IN THE WORK DONE BY OTHERS FROM THE CONTRACT DOCUMENTS THAT
<br /> GL. GLASS AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR CLARIFICATION. SHOULD A CONFLICT OCCUR IN OR BETWEEN Q�church
<br /> GND. GROUND UNF. UNFINISHED PLANS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON CONTRACT DOCUMENTS HAVE BEEN OMITTED, THE van valey HouseQ
<br /> �=_
<br /> GR. GRADE U.N.O. UNLESS NOTED OTHERWISE �
<br /> , : �_�_: E
<br /> GYP. GYPSUM UR. URINAL CONTRACTOR IS DEEMED TO HAVE THE MOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A � Animal
<br /> WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICM DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS. Z�asc � �z�as� a�„as� 22„as� Z�as� 2�as�
<br /> H.B. HOSE BIBB VAC. VACUUM 22nd St �i�•
<br /> H.C. HOLLOW CORE VERT. VERTICAL = m o y > A > �-
<br /> HDWD. HARDWOOD VEST. VESTIBUIE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR �EAVING ELEMENTS OF THE BUILDING TO REMAIN, INTACT AND UNDISTURBED. ; ; � a � � 3 •
<br /> HDWE. HARDWARE THE EXISTING BUILDING AND ALL SERViCES SHA�L REMAIN IN USE DURING WORK. ' � ° � � " � a
<br /> H.M. HOLLOW MEfAL W. WEST
<br /> HORIZ. HORIZONTAL W/ WITH Bahai Faith Of Everett 3 D � K
<br /> HR. HOUR W.C. WATERCLOSET 5. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACT � p
<br /> HT. HEIGHT w�. woo� DOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND
<br /> HVAC HEATING,VENTALATION, W.H. WATER HEATER '
<br /> ANDAIRCONDITIONING w�o wirHour SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB—CONTRACTOR IMMEDIATELY '=` � ' °`� ' "`-� ' �` ' `'�X"�' ' `
<br /> WP. WATERPROQF UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. � ' t
<br /> LC.C. IRON CEM'ER CABINEf WSCT. WAINSCOT � n+E USE OF THESE PLANS AND SPECIFlCAl10NS SHALL BE
<br /> �c-
<br /> I.D. INSIDE DIAMETER 23rd Si � 23f[S Sf 7$f(J Sf ) �C{ )����t RESTRICTED TO THE ORIGlNAL SIlE FOR WFi1CH THEY WERE
<br /> 2�rd St ZaM C�`t PREPARED AND PUBIICAl10N THEREOF IS EXPRESSLY
<br /> 6. ALL MATERIAL STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND D 23rc LIMITEO To s��H USE. RE-USE, REPRODUCTION oR
<br /> C 0 � S & PUBIICAl10N BY ANY METHOD IN WFIOLE OR IN PART, IS
<br /> �y C � � A y p PROHIBI�IED. TITLE TO hiE PLANS AND SPECIFlCATIONS
<br /> '< � Q ? REMAINS N1TH COHAN ARCHITECTURE MATHOUT PRE,h1DICE.
<br /> DETERIORATION UNTIL USE. = G C � Y � VISUA� CONTACT WITH 1HESE PUNS AND SPEqFlCA710N5
<br /> SHALL CONSTIIUTE PRIMA FAGE EVIDENCE OF iHE
<br /> �; G � O E ACCEPTANCE OF THESE RESTRICTIONS.
<br /> 7. THE CONTRACTOR SHALL DO ALL CUTTING , FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITS �, c J
<br /> SEVERAL PARTS FIT TOGETHER PROPERLY, AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR �
<br /> OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIA�S AND DRAWN
<br /> SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES � Checkered Flag MBC
<br /> REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. ;
<br /> 2aeh ss ro zq�,se 2aih St a.am sl C H E C K E D
<br /> 8. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUB— MISSION SHALL COMMENCE UNTIL THE a z4mst Za€�,s� Z�tn
<br /> SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH ° a � � ' � r
<br /> � � � � � �
<br /> REVIEWED SHOP DRAWINGS AND SAMPLES. REVIEWED SHOP DRAWINGS AND SAMPLES. _ � � � m � n DATE
<br /> 9. DIMENSIONS � y 9 n
<br /> Everett High ool x Clark Park �
<br /> A. ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE.
<br /> B. ALL DIMENSIONS ARE TO THE ROUGH FRAMING UNLESS NOTED OTHERWISE. �ur�
<br /> SCALE
<br /> �
<br /> 10. PRIOR TO THE START OF ANY DEMOLITION THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTION SYSTEM AS �' �
<br /> NECESSARY TO PREVENT DAMAGE TO EXTERIOR AND INTERIOR FINISHES OR BUILDING COMPONENTS BELOW OR ADJACENT ZS"'� � 25thSt zsmsc zsmst 2sms� 2smsc zs�ns� 25th.'
<br /> THAT ARE NOT A PART OF THE WORK, AND THAT MAY BE AFFECTED BY THE SCOPE OF WORK IN THESE DRAWINGS. � ,� a Q o � �oe rvo.
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<br /> PROJECT SITE "'
<br /> COLBY SQUARE APARTMENTS °�
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<br /> 2229 Colby Ave >
<br /> Everett, WA 98201 0
<br /> N O R T H V
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