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ABBREVIATIONS DRAWING SYMBOLS PROJECT TEAM DRAWING INDEX W NO. DATE ISSUE/REV. gy
<br /> �
<br /> � O Q 6/1/18 PERMIT ISSUE CA
<br /> A Re air and Alt r '
<br /> & AND INSUL. INSULATION
<br /> L ANGLE I.M. ICE MAKER �
<br /> � Ar INT. INTERIOR � SECTION NUMBER
<br /> e a I O n �2 8�29�� REVIEW #1 CA
<br /> C CENTERLINE IRR. IRRIGAl10N PROJECT NAME COLBY SQUARE APARTMENTS GENERAL �
<br /> DIAMETER OR ROUND SHEET NUMBER Re air and Alteration
<br /> # POUND OR NUMBER JAN. JANITOR p A 001 COVER SHEET, DRAWING INDEX, VICINITY MAP BUILDING � �
<br /> P� PROPERTY LINE JT. JOINT
<br /> (E) EXISTING O t e
<br /> n/c AIR CONDITIONER KIT. KITCHEN X DETAIL NUMBER LOCATION 2229 Colby Ave AREA PLANS AND CALCULATIONS �
<br /> ne ANCHOR BOLT EVERETT, WASHINGTON 98201 A 002 IEBC CODE ANALYSIS
<br /> A.C. ASPHALPC CONCREIE LAB. LABORATORY AX.X A 003 IEBC CODE ANALYSIS (cont.)
<br /> ACOUS. ACOUSTICAL LAM. LAMINATE SHEET NUMBER OWNER/TENANT JIM and ROSY ADDINGTON A 004 IBC CODE ANALYSIS O�
<br /> A.A. AREA DRAIN LAV. LAVATORY �
<br /> ADJ. ADJUSTABLE LKR. LOCKER
<br /> A.F.F. ABOVE FINISH FLOOR LT. LIGHT ROOM 1032 W. Maple View Dr. #A124 A OOS IFC CODE ANALYSIS
<br /> AGGR. AGGREGATE NAME ROOM NAME
<br /> AL. ALUMINUM MAX. MAXIMUM Everett, WA 98201
<br /> ANLD. ANNEALED M.C. MEDICINE CABINET
<br /> APPROX. APPROXIMATE MECH. MECHANICAL A1-XXX ROOM NUMBER (206) 310-0685 CIVIL
<br /> ARCH. ARCHIiECT OR ARCHITECTURAL MEMB. MEMBRANE CONTACT: JIM ADDINGTON
<br /> BD. BOARD MFR. MANUFACTURER � jimrosyaddingtonQgmail.com
<br /> BITUM. BITUMINOUS MH. MANHOLE �— , /� � �/ALL TYPE C O.O COVER SHEET
<br /> BLDG. BUILDING MIN. MINIMUM �—� C 0.1 GENERAL NOTES
<br /> BLK. BLOCK MIR. MIRROR ARCHITECT COHAN ARCHITECTURE • •
<br /> BLKG. BLOCKING MISC. MISCELLANEOUS � C O.2 EXISTING CONDITIONS �
<br /> BM. BEAM M.O. MASONRY OPENIN6 � � FLOOR/CEILING �PE 980 South Harney Street �
<br /> BOT. BOTfOM MTD. MOUNTED Seattle, WA 98108 C 1.0 TESC 8� DEMOLITION PLAN � � �
<br /> MUL. MULLION C 2.0 PLANTING PLAN
<br /> CAB. CABWET (206) 473-0827 �'F}�
<br /> C.A. CATCH BASIN N. NORTH � C 3.0 PAVING, DRAINAGE, GRADING AND UTILITY PLAN �'��
<br /> CEM. CEMENT N.I.A.A. NOT IN CONTRACT � REVISION SYMBOL CONTACT: MITCH COHAN 222 A R C H I T E C T U R E
<br /> C.T. CERAMIC T1LE N0. NUMBER mitchellc@charfercon.com C 3.� SITE DEfAILS 9 C � L BY AV E A� �qp�.
<br /> � 980 South Hamey Sheet • Seattie,WA 98108
<br /> C.L CAST IRON NOM. NOMINAL NO��R�U1G'"d11�V�����
<br /> C.G. COPPER GUARD N.T.C. NOT TO SCALE
<br /> C.J. CONTROL JOINT t STRUCTURAL ENGINEER DIBBLE ENGINEERS, INC ARCHITECTURAL
<br /> CLG. CEILING O.U. OVERALL A W system r�quireme�lt5 P�r.�'FPA 96.
<br /> CLKG. CAULKING OBS. OBSCURE 4 x.x 2 INTERIOR ELEVATIONS 1029 Market Street E V E R ETT W AS H I N G T O N 9 8 2 01
<br /> CLO. CLOSET O.C. ON CENTER A IO� SITE PLAN �
<br /> C.O. CASED OPENING O.D. OUTSIDE DIAMETER Kirkland, WA 98033 �
<br /> COL. COLUMN OFF. OFFICE (425) 828-4200 EX 200 EXISTING FLOOR PLAN W
<br /> CONN. CONNECTION PNG. OPEN NG OPP. OPPOSITE X GRID LINE REFERENCE CONTACT: MIKE McCANN AX 201 FIRST LEVEL EXITING PLAN
<br /> CONSTR. CONSTRUCTION � i:.t��� FI�� D��`
<br /> CONT. CONTINUOUS PRCST. PRECAST mi ke@ di b b leengineers.com A X 2 0 2 S E C O N D L E V E L E X I T I N G P L A N ���t�te��r���h F1�
<br /> CORR. CORRIDOR PL. PLATE AD201 FIRST LEVEL DEMOLITION FLOORPLAN PROJECT DESCRIPTION and CODE COMPLIANCE �
<br /> CTSK. COUNTERSINK P/� PLASTIC LAMINATE CIVIL ENGINEER RED BARN ENGINEERING, INC A 201 FIRST LEVEL FLOOR PLAN
<br /> CNTR. COUNTER PLAS. PLASTER F� DOOR SYMBOL
<br /> c�. cEr,rER PLYWD. PLYWOOD 6610 NE 181 st St, Ste 2 AD 202 SECOND LEVEL DEMOLITION FLOOR PLAN �
<br /> PR. PAIR Kenmor, WA 98028 A 202 SECOND LEVEL FLOOR PLAN
<br /> DBL. DOUBLE PT. POWT � �� ��` '� ����� ������
<br /> DEPT. DEPARTMENT P.T.A. PAPER TOWEL DISPENSER (206J 355-3237 A 2�O ROOF PLAN �, :�p=
<br /> D.F. DRINKING FOUNTAIN OR DOUGLAS fIR P.T.D/R COMBINATION PAPER T04VEL � .
<br /> A WINDOW SYMBOL CONTACT: TOM BAUDER A 220 UNIT PLANS THE PROJECT IS A REPAIR AND ALTERATION TO THE COLBY SQUARE APARTMENTS LOCATED AT 2229 COLBY AVENUE, EVERETT, WA 98201. THIS IS AN a' u The F�re Marshai
<br /> DET. DETAIL DISPENSER & RECEPTACLE 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 /> DIA. DIAMETER PTN. PARTITION tom@redbam-engineering.com /�22� UNIT PLANS
<br /> DIM. DIMENSION P.T.R. PAPER TOWEL RECEPTACLE A 222 UNIT PLANS CURRENTLY USED FOR APARTMENT HOUSING AND IS CLASSIFIED AN R-2 (RESIDENTIAL) OCCUPANCY GROUP_ THE EXISTING BUILDING WAS
<br /> DISP. DISPENCER .
<br /> DN. DOWN Q.T. QUARRY T1LE NEW STUD WALL GENERAL CONTRACTOR CHARTER CONSTRUCTION CONSTRUCTED IN 1955 ACCORDING TO SNOHOMISH COUNTY RECORDS. IT IS ASSUMED THAT THE BUILDING WAS DESIGNED UNDER THE 1952 EDITION � 1-�FPA 72
<br /> DN.O. DOOR OPENING A 223 UNIT PLANS OF THE UNIFORM BUILDING CODE UBC IT IS ALSO ASSUMED THAT THE BUILDING WAS ORIGINALLY DESIGNED WITH TYPE V 1-hour CONSTRUCTION.THE � ° '��`-3T PAPERWORK REQ?_1IRF;�
<br /> DR. DOOR R. RISER 980 South Hame A 224 ENLARGED FLOOR PLAN ( �� � ���R ALA1tM FINAL
<br /> DMR. DRAIMER RAD. RADIUS y Street q 225 STAIR PLANS 8� SECTIONS REPAIRS AND ALTERATIONS WILL HAVE A LIKE TYPE V-A CONSTRUCTION.
<br /> DS. DOWNSPOUT R.D. ROOF DRAIN Seattle, WA 98108
<br /> D.S.P. DRY STANDPIPE REF. REFERENCE
<br /> D.W. DISHWASHER REFR. REFRIGERATOR EXISTING STUD WALL (206) 454-9390 A 301 EXTERIOR ELEVATIONS THE PROJECT INCLUDES REPAIR TO ALL FIRE AND SMOKE DAMAGED COMPONENTS OF THE BUILDING, REPLACEMENT AND ALTERATIONS TO lNTERIOR �
<br /> DWG. DRAWING REINF. REINFORCED CONTACT: BRIAN DENNIS FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS AND R
<br /> REDHD. RED HEAD BOLT A 302 EXTERIOR ELEVATIONS OOF SYSTEMS. WORK INCLUDES REPAIR AND/OR REPLACEMENT OF DAMAGED STRUCTURAL �
<br /> E. EAST RSTR. REGISTER brian.dennis@chartercon.com A 303 EXTERIOR ELEVATIONS ROOF MEMBERS, REPLACEMENT OF ROOF STRUCTURE AS REQUIRED TO PROVIDE SLOPE AND DRAINAGE, AND A NEW ROOF SYSTEM, COMPLETE, FOR
<br /> EA. EACH REQ. REQUIRED A 401 BUILDING SECTIONS THE AFFECTED AREAS.
<br /> E.J. EXPANSION JOINT RESII. RESILIENT CORE DIMENSION TO
<br /> EL ELEVATION RM. ROOM �
<br /> ELEC. ELECTRIC R.O. ROUGH OPENING CORE FACE A 501 FIRST LEVEL REFLECTED CEILING PLAN ♦ ^
<br /> ELEV. ELEVATOR RWD. REDWOOD V � �
<br /> A 502 SECOND LEVEL REFLECTED CEILING PLAN ALTERATIONS TO THE EXISTING STRUCTURE WILL ALSO TAKE PLACE, INCLUDING THE ADDITION OF A RESIDENTIAL UNIT, NEW EXIT STAIRWAYS, AND �"�
<br /> EMER. EMERGENCY R.W.L. RAIN WATER LEADER A 601 ASSEMBLY TYPES;ANSI DOOR AND PENETRATION SYSTEMS MODIFICATIONS TO EXISTING KITCHEN AREAS OF EACH RESIDENTIAL UNIT. AN UPGRADE TO EXISTING EXTERIOR COMPONENTS WILL ALSO TAKE PLACE. '-'
<br /> ENCL ENCLOSURE
<br /> E.O.S. EDGE OF SLAB SHELF & ROD FINISH DIMENSION TO
<br /> E.P. ELECTRICAL PANELBOARD S. SOUiH A 602 PENETRATION SYSTEMS z O
<br /> EQ. EQUAL S.C. SOLID CORE FINISH FACE A 603 DETAILS THE WORK PERFORMED AS INDICATED IN THE CONSTRUCTION DOCUMENTS WILL COMPLY WITH THE 2015 INTERNATIONAL EXISTING BUILDING CODE W w �
<br /> EQUIP. EQUIPMENT S.C.D. SEAT COVER DISPENSER SCHED. A 6O4 DETAILS AND 2015 INTERNATIONAL BUILDING CODE AS REQUIRED. �
<br /> ES. EDGE STRIP SCHEDULE +_ Z
<br /> E.W.C. ELECTRIC WATER COOLER S.D. SOAP DISPENSER r
<br /> E.W.D. EXIST. EXISTING SECT. SECTION A 605 DETAILS `
<br /> A 801 DOOR 8� WINDOW SCHEDULE AND NOTES THE WORK AREA COMPLIANCE METHOD PER IEBC SECTION 301.1.2 WILL BE USED TO DETERMINE COMPLIANCE WITH THE IEBC. WORK AREAS ARE O � O
<br /> X . EXPOSED S.F. SQUARE F00T OR FEET INDICATED IN THE CONSTRUCTION DOCUMENTS. CLASSIFICATION OF WORK IN THE PROJECT INCLUDES REPAIRS PER IEBC SECTION 502; AND �
<br /> EXP. EXPANSION SHR. SHOWER D ES I G N C R IT E R I A +—
<br /> EXT. EXTERIOR SHT. SHEET ALTERATIONS - LEVEL 3 PER IEBC SECTION 504. THE TOTAL COMBINED AREA OF ALTERATIONS AND ADDITIONS OF 10,739sf IS 100% OF THE TOTAL � �
<br /> SIM. SIMILAR STRUCTURAL BUILDING AREA OF 10,739sf. THE 50% AREA THRESHOLD IS MET, THEREFORE ALTERATIONS - LEVEL 3 APPLIES. ALL STRUCTURAL WORK SHALL BE Z
<br /> F.A. f1RE ALARM S.N.D. SANITARY NAPKIN OISPENSER
<br /> Fnu FORCED AIR UNIT S.N.R. SANITARY NAPKIN RECEPTACLE PERFORMED PER IEBC SECTION 301.1.4"SEISMIC EVALUATION AND DESIGN PROCEDURES". ALL OTHER PROVISIONS OF IEBC CHAPTER 3 SHALL APPLY. � � _
<br /> F.B. FLAT BAR S.O.G. SLAB ON GRADE �
<br /> FBO. FURNISHED BY OTHERS SPEC. SPECIFICATION Applicable Codes: S 101 GENERAL NOTES �
<br /> �.A. FlNISHED CEILING SQ. SQUARE 2015 Intemational Building Code O � �
<br /> F.B. FLOOR DRAIN sRc sEnTnE REsi�EN�n� co�E ALL REPAIR WORK SHALL BE PERFORMED IN ACCORDANCE WITH IEBC CHAPTER 6- REPAIRS. j���- � ��� ��`u,�;�� ��.� .Y��;;��ie�a�:- � 3
<br /> FDN. FOUNDATION S.ST. STAINLESS STEEL 2015 National Electrical Code S 102 SCHEDULES , DETAILS 8�ABBREVIATIONS
<br /> F.A. FIRE EXIINGUISHER S.SK. SERVICE SINK 20151ntemational Plumbing Code S 200 FOUNDATION / FIRST FLOOR FRAMING PLAN � �
<br /> F.A.C. FIRE EXTINGUISHER CABINET STA. STAl10N 20151ntemational Mechanical Code S 201 SECOND FLOOR FRAMING PLAN ALL ALTERATIONS- LEVEL 3 WORK SHALL BE PERFORMED IN ACCORDANCE WITH IEBC CHAPTERS 7, s Ar,�9. � Plumbing � Sprinkl� �
<br /> F.H.C. FIRE HOSE CABINET STD. STANDARD 2015 Intemational Code Council
<br /> F1N. FlNISH STL. STEEL ANSI Al 17.1 S 202 ROOF FRAMING PLAN ^,
<br /> FL. FLOOR STOR. STORAGE ALL ADDITIONS-SHALL BE PERFORMED IN ACCORDANCE WITH IEBC CHAPTER 11. ^�� ���'�' �,� W
<br /> FLASH. FLASHWG STRL. STRUCTURAL 2015 Intemationol Energy Conservation Code(omendments to) S 3� SECTION 8� DETAILS ;.� iNlechar�� :. � �a } � 1 1 w
<br /> W �
<br /> U . FLUORESCENT SUSP. SUSPENDED S 4OO SECTION & DETAILS NOTE: � �C'�"�`¢p`� � W
<br /> F.O.C. FACE OF CONCRETE SYM. SYMETRICAL Accessors Parcel Number: 00439147901300 � >
<br /> F.O.F. FACE OF FINISH
<br /> F.O.S. FACE OF STUD T.O.C. TOP OF CONCRETE
<br /> � W
<br /> PRF. FIREPROOF TRD. TREAD Occupancy group: R-2 (Aparfment House) THE CODE SECTIONS SHOWN ON SHEETS A002-A005 ARE THOSE THAT ARE APPLICABLE TO THIS PROJECT. THOSE SECTIONS OF THE CODE THAT ARE NOT APPLICABLE TO THIS
<br /> F.R.G FIBERGLASS REINFORCED GYPSUM T.B. TOWEL BAR
<br /> F.S. fULL SIZE T.C. TOP OF CURB PROJECT HAVE NOT BEEN INCLUDED IN THIS DOCUMENT. THE BUILDING OFFICIAL HAS FINAL JURISDICTION OVER ANY AND ALL SECTIONS OF THE CODE THAT MAY BE � � •
<br /> FT. FOOT OR FEET TEL. TELEPHONE Type of construction: Type V-A APPLICABLE.
<br /> FTG. FOOTING TER. TERRAZZO .
<br /> FURR. FURRING T.&G. TOUNGE & GROOVE # r ` .�'_"`+'- '�r;f��s-J'�"b�ti��:" `�f'�: � .�j,�,`� " �`��"D/1/tl� s�'�� .�(/�`-�� �'�'�<
<br /> FUT. FUTURE THK. THICK Zoning: R-4(58 DU's/ac) i'uRdC. o,�,��,�'� ���/ s}f,AI.L c's`� W
<br /> T.P. TOP OF PAVEMENT
<br /> L
<br /> •�
<br /> DESIGN ARCHITECT S STATEMENT ������. ����u��r�� ���� � Q
<br /> GA. GAUGE T.P.A. TOILET PAPER DISPENSER
<br /> GALV. GALVANIZED T.V. TELEVISION Lot Area: 10,996 Sf u_,
<br /> ' VICINITY MAP "��� r�� ` �� < <>;��� �: � ��� � c� �
<br /> � AF�RO�ED F��TNr i,.7:��A�._,
<br /> G.B. GRAB BAR T.W. TOP OF WALL ��J��(;WC7RKS, M�CHI���IIC' �
<br /> GL GLASS TYP. TYPICAL Fire sprinklers: YES (NFPA 13R)
<br /> GND. GROUND 7R.C. TRASH COMPACTOR ' �` J
<br /> � �� �v � �
<br /> GRADE
<br /> cw. cr�suM UNF. UNFINISHED Existing Total Building Area: 9,308 sf pLUMBINr�'��M��`s �/
<br /> U.N.O. UNLESS NOTED OTHERWISE � �
<br /> H.B. HOSE BIBB UR. URINAL New Total Buildin Area: N/A Oishi
<br /> H.C. HOLLOW CORE g DESIGN ARCHITECTS STATEMENT � �� �
<br /> HDWD. HARDWOOD VAC. VACUUM a
<br /> HDWE. HARDWARE VERL VERIICAL Allowable Building Height: 45 Ft DESIGN ARCHITECT�S -- N
<br /> H.M. HOLLOW METAL VESL VESTIBULE O N
<br /> HORIZ. HORIZONTAL 24 �u�y 2ot8 � STATEMENT ADDED. Y 21��► 2�Slst 2,5�5� 2,�s,
<br /> HR. HOUR w. wEsr Building Height: 20ft+/- 2
<br /> HT. HEIGHT yy� yy�� y j = � 21,tSt 27g15y 2t�
<br /> HVAC HEAl1NG, VENTALAiION, AND W.C. WATER CLOSET 3200 Cedar Street ° � " �
<br /> a
<br /> AIR CONDI110NING wo. woo� Allowable number of stories: 3 n D Y 3 a x q
<br /> Everett, WA 98201
<br /> W/0 WI OUT EATER '� � � � y < �
<br /> e y e
<br /> . . . IRON CENTER CABINET Number of stories: 2 �, � 9 �
<br /> I.D. WSIDE DIAMETER yyp. WATERPROOF To Whom it may concern: r,� � �`M1 3,vi � �
<br /> WSCT. WAINSCOT
<br /> Re: Building Enclosure Documents, Colby Square Apartments uan va�ey House� �churct, �
<br /> = E 9763
<br /> � Animal REGISTERED
<br /> In compliance with the City of Everett building permit application submission requirements and 22ndSt � zz�ast ,�,d�
<br /> 2z"d n 2v�d s� 2�,d s� o,,. AR TECT
<br /> the State of Washington Revised Code of Washington (RCW) 64.55, the undersigned has = � � � � z�asc
<br /> 2 � .��. Q �{' c y r.
<br /> provi ed building enclosure design documents that in my professional judgement are a � , � � Q a
<br /> appropriate to satisfy the requirements of RCW 64.55.005 through 64.55.090. � � � F ; � m
<br /> G E N E RA L N OT ES Bahai Faith of Everett� s D � � MITCHELL BLAKE COHAN
<br /> Respectfully, m � STATE OF WASHINGTON
<br /> �� �
<br /> � , �
<br /> � � C— � s :•,- 8/i9/2018
<br /> �
<br /> n
<br /> 1. ALL CONSTRUCTION AND MATERIALS SHALL BE SPECIFIED AND AS REQUIRED BY THE 2015 EDITION EDITION OF THE INTERNATIONAL EXISTING Mitchell Cohan, R.A. " 2ardst � TME use oF THESE PL4NS AND SPECIFlCATONS SHALL BE
<br /> 23rd St � 23rd St 23rd St 23fd 51 �'''\ RESTRICTED TO 7HE ORIGINAL SI7E FOR rmicH THEY WERE
<br /> BUILDING CODE IEBC), THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE(IBC) AND LOCAL CODES AND AUTHORITIES. n s` 2ardst 23r ��\\ PREPARED AND P�a��An«� TMERE� ,5 E�RESS,..,
<br /> Washington Registered LIMITED TO SUCH USE. RE-USE, REPRODUCTION OR
<br /> � Q � � p �i � �/ PUBLICATON BY ANY METHOD IN WFIOLE OR �N PART, IS
<br /> Architect#9763 � PROHIBI7ED. TITLE TO THE PLANS AND SPECIFlCATIONS
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL BUILDING COMPONENTS WITHIN THE LIMITS OF THE PROJECT = � � x % a REMAINS �n+ COHAN ARCHITECTURE �xniour PREJUOICE.
<br /> CONSTRUCTION. o Q � y � /� VISUAL CONTACT MATH 7HESE PLANS AND SPECIFlCATIONS
<br /> i U D ' p � � \\ AC PTANCESOF THESE R'ESTRICTIONS.EVIDENCE OF hiE
<br /> SCOPE OF INSPECTIONS ��
<br /> . E CONTRACTOR SHALI. VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE
<br /> � `D a J \d
<br /> SPECIFICATIONS OR PLANS, OR IN THE WORK DONE BY OTHERS FROM THE CONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT In compliance with RCW 64.55.050 the following tests and inspections will conducted by a � DRAWN
<br /> AT ONCE FOR CLARIFICATION. SHOULD A CONFLICT OCCUR IN OR BETWEEN PLANS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON qualified building enclosure inspector:
<br /> CONTRACT DOCUMENTS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE THE MOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD � Permit#: B1806-008 MBC
<br /> INVOLVED, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS. (a) Water penetraHon resistance testing of a representative samp►e of windows and wlndow 24cns� 0 2��,� SiteAddress: 2229 cOLBYAVE �`
<br /> < � zam sc zan,s� Owner: ADDINGTON 1AMES A&ROSELINDE H TRUST CH ECKED
<br /> 4. H CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ELEMENTS OF THE BUILDING TO REMAIN, INTACT AND UNDISTURBED. THE EXISTING installatlons. Such tesh shall be conducted according to industry standards. Where
<br /> BUILDING AND ALL SERVICES SHAL� REMAIN IN USE DURING WORK. vppropriafe, tesh sholl be conducted with an induced air pressure difference across the � a � � -
<br /> 5. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS. THE JOB window and window installation. Additional testing is not requlred if the asseenbty has T A o a Tenant: COLBY SQUARE APARTMENTS
<br /> SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH prevlously been tested in Sltu within the previous two years in the project under O 9 4 y App. Date: 6/6/2018 DATE
<br /> ANY MATERIALS OR EQUIPMENT. EACH SUB—CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL construction by builder, by anofher member Of fh@ COnSflUC�iO►1 team such as C11 " � Proposed Use: MULTI FAMILY 1 JUN 2018
<br /> Everett High ool Description: REPAIR/ALTERATIONS TO FIRE DAMAGED
<br /> TRASH AND DEBRIS AS A RESULT OF HIS OPERATION. engineer, or by an independent testing laboratory;and
<br /> APT BLDG SCALE
<br /> �
<br /> . ALL MATERIAL STORED ON THE SITE SHA�L BE PROPERLY STACKED AND PROTECTEO TO PREVENT DAMAGE AND DETERIORATION UNTI� USE. (b) An independent periodic review of the building enclosure during the course construction � '�� .
<br /> 7. THE CONTRACTOR SHALL DO ALL CUTTWG , FITTING OR PATCHING OF HIS WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT or rehabilffative construction to ascertain whether the multi-unit residenftal bullding has 25wn ; zsmst zsms� 251h� 25�� Reviewed B • � � Date.,�,�-vN�
<br /> TOGETHER PROPERLY, AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY been constructed, or the reha6ilitaflve conshuction has been performed, ln substantial � o �, �Office Set Job Site Set Fire/Plannin Set
<br /> � o Q o g JOB NO.
<br /> A OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE compliance wlth the building enclosure design documenfs. �Kate's Greek&, p o � �
<br /> DONE WITH APPLICABLE MATERIAIS SO THAT SURFACES REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. " American Deli�' ; „ ;. ^ � W CA 1801
<br /> 8. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUB— MISSION SHALL COMMENCE UNTI� THE SUBMISSION HAS BEEN REVIEWED ` '� W
<br /> BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL. BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. REVIEWED SHOP CERTIFICATION BY BUILDING ENCLOSURE INSPECTOR =
<br /> DRAWINGS AND SAMPLES. P RQ� ECT S ITE N
<br /> 9. DIMENSIONS Once the above tests and inspections are completed, the building enclosure inspector will
<br /> A. A�L DiMENSiorvS SHA�� HAVE PREFERENCE OVER SCALE. submit a signed letter to the City of Everett certifying that the building enclosure has been COLBY SQUARE APARTMENTS «�� �-d �
<br /> B. ALL DIMENSIONS ARE TO THE ROUGH FRAMING UNLESS NOTED OTHERWISE. inspected during the course of construCtion of the project, and that it appears to be � � �" W
<br /> 10. PRIOR TO THE START OF ANY DEMOLITION THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTION SYSTEM AS NECESSARY TO PREVENT constructed in substantial compliance with the building enclosure design documents, including 2229 Colby Ave , � :� £
<br /> DAMAGE TO EXTERIOR AND INTERIOR FINISHES OR BUILDING COMPONENTS BELOW OR ADJACENT THAT ARE NOT A PART OF THE WORK, AND THAT any revisions. a�� ` � `; t� F >
<br /> MAY BE AFFECTED BY THE SCOPE OF WORK IN THESE DRAWINGS. EVere�� WA 9�ZO� � ��'���� ��`-'�
<br /> O
<br /> NORTH V
<br /> � �����fl�;��� - — __T-_ - -f_,—_ _
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