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Permit#: B1806-036
<br /> Site Address: 9700 HOLLY DR P-A
<br /> Owner: MUKILTEO SCH�OL DIST 6
<br /> Tenant: [7enNamej � ,•�,.�
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<br /> COPYRIGHT scR �tcHrrECTs App. Date: 6/ZO/2018 ,
<br /> Descriptian: RENOVATE PORTA6LE A, INCLUQES IXIT
<br /> � � A B B R E V I AT I O N S G E N E RA L N OT E S Pr°R°Se� `'Se: S`"°°�P°RTaB�
<br /> o KILTEO SCHOOL DISTRICT STa��.�MP ..
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<br /> N & or $ AND LAM LAMINATED
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<br /> ANGLE LAV LAVATORY �c,OfFice Set �o�Site Set Fire/Planning Set; �
<br /> �' � AT LB LAG BOLT
<br /> � f 1
<br /> z CENTER LtNE LBS POUNDS
<br /> � = EQUAL LP LIGHT POLE '
<br /> � # NUMBER LT LIGHT
<br /> o P PENNY LTS LIGHT SWITCH
<br /> � l PERPENDICULAR M MIRROR
<br /> Q � PLATE OR PROPERTY LINE MAX MAXIMUM 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND 8879 '
<br /> � ROUND OR DIAMETER MB MACHINE BOLT ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. REGISTERED �y
<br /> RCHI CT ��� �`��'�
<br /> � AB ANCHOR BOLT MDF MEDIUM DENSITY FIBERBOARD
<br /> � ACT ACOUSTICAL TILE MDO MEDIUM DENSITY OVERIAY 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING
<br /> AD ABOVE DATUM MECH MECHANICAL SITE AND BUILDING COND�TIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE Scott Alan o�nor
<br /> ADJ ADJUSTABLE OR ADJACENT MED MEDIUM NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR STATE OF WASHINGTON
<br /> AFF ABOVE FINISHED FLOOR MFR MANUFACTURER CLARIFICATION.
<br /> AL ALUMINUM MH MANHOLE
<br /> ALT ALTERNATE MIN MINIMUM 3. IF CONFLICTS ARE FOUND BEfWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE .
<br /> APN ACOUSTICAL PANEL MISC MISCELL4NEOUS CONTRACTOR SHALL SEEK WRiTTEN CLARIFICATION FROM TME ARCHITECT OR PROVIDE THE '
<br /> ARCH ARCHITECT MO MASONRY OPENING MORE EXPENSIVE.
<br /> B.M. BENCH MARK MOD MODIFY DRAWN BY: C.H.
<br /> BD BOARD MR MOISTURE RESISTANT 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE
<br /> BFF BELOW FINISH FLOOR MTD MOUNTED WEIGHT THAN NEW ITEMS. CHECKED BY: S.C.
<br /> BLD'G BUILDING MTL M�-A� P E R M I T S E T � �/ � /� O � � '°``�
<br /> ; .
<br /> BLK'G BLOCKING MW MICROWAVE 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE APPRovE� BY: S.C.
<br /> BM BEAM N NORTH DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF
<br /> BOT BOTTOM NFHB NON-FREEZE HOSE BIBB DISCREPANCIES ARE FOUND. ,
<br /> BTWN BETWEEN NIC NOT IN CONTRACT '
<br /> C CLOCK OR COFFEE NO NUMBER 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS. L E GAL D E S C R I PT I�N S H E ET I N D EX
<br /> CABS CABINETS NOM N�MINAL
<br /> CB CATCH BASIN OR CHALKBOARD NTS NOT TO SCALE 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND SUPPLEMENTARY TO THE ARCHITECTURAL
<br /> CC CENTER TO CENTER OC ON CENTER DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO PARCEL 28C?41300300200:
<br /> CFCI CONTRACTOR FURNISHED & INSTALLED OD OUTSIDE DIAMETER BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY SEC 13 TWP 28 RGE 04 NW1�4 SW1�4 LESS CO RD & LESS PTN PLATTED AS 0'CONNOR $c CRONIN MIDLAND A0.1 COVER SHEET
<br /> DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S)
<br /> CFI CONTRACTOR FURNISHED ITEM OFCI OWNER FURNISHED DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN GARDENS NO 4 & 5 & LESS N 20FT OF W 140.16FT THOF TGW BEG NW COR SW1/4 SW1/4 TH N89*04 20E A1 .1 OVERALL SITE PLAN
<br /> CH COAT HOOK CONTRACTOR INSTALLED * * * *
<br /> NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF TFiE WORK AFFECTED. 20Ff TPB TH CONTN89 04 20E 1012FT TH S00 16 40E 660.48 FT TH S89 07 10W TAP S00 16 40E 659.65FTFR A1 .2 PARTIAL SITE PLAN
<br /> CJ CONTROL JOINT OF01 OWNER FURNISHED, ` TPB TH N00*16 40W 659.65FT TO TPB LESS PTN PLATTED AS 0'CONNOR & CRONINS MIDLAND GARDENS DIV 5 . . �r��
<br /> CL. CENTER LINE OWNER INSTALLED g, THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, TGW TH PTN OF VAC BLK 1 LOTS 9-12 INCL & VAC BK 2 LOTS 7-10 INCL TGW VAC RD LY ADJ TO LOTS 9-12 A1 .5 DEMOLITION PLAN '
<br /> CLG CEILING OH OVERHEAD PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR
<br /> CLR CLEAR OHL OVERHEAD LINE PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO INCL BLK 1 & LOTS 7-10 INCL BLK 2 IN PLAT OF ARCADIA GARDENS AS PER REC PLAT ALL IN N 1/2 SW1/4* A2.1 FLOOR PLAN & ELEVATIONS
<br /> cMP CORRUGATED MEfAL PIPE OPNG OPENING 13-28-4 & TGW ALL TH PTN S1/2SW1/4 DAF - COM NW COR SW1/4 SW1/4 TH 500816 40E 20FT TH N89 04
<br /> CMU CONCRETE MASONRY UNIT COMPLEi'E WORK SHOWN W THE CONSTRUCTtON SET. NOT ALL PROTECTION, REPAIR, *
<br /> C.O. CLEAN OUT P POWER MODIFICATiON OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR 20E 1199F-f TPB TH CONT N89 04 20E S *6.51 F�f TO WN WLY LN OF PRTY SOLD TO C.J. BRENNAN REC AF NO A9.1 SCHEDULES/DETAILS
<br /> COL COLUMN P&S POLE AND SHE�F SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION 1118272 INT TH SLY LN OF CO RD TH S45 05 OOW ALG W LN OF SD BRENNAN TR & ALG W LN OF THOSE
<br /> CONC CONCRETE PL PLASTIC AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, CERTAIN PRTY SOLD TO ARNOLD J. NELSON VOL 531 OF DEEDS PG 205& J.G. SELBY VOL 533 OF DEEDS PG
<br /> CONT CONTINUOUS P-LAM PLASTIC LAMINATE INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN 624 & W LN OF TH CERTAIN PRTY REC AF NO 1625031 FOR287.62FT TO E LN OF TH CERTAIN PRTY SOLD TO
<br /> CPP CORRUGATED PLASTIC PIPE POC POINT OF CONNECTION THE BID SUM. (WELCOME RAMP SYSTEM)
<br /> PLYW PLYWOOD EARL HOADENSON REC AF NO 1657757 TH N37*35 37W 62.52FT TH S00*16 40E 368.54FT TO INT WITH W BDY
<br /> CPT CARPEf PP POWER POLE 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & BEV PD--ED RD TH S45*05 OOW ALG W BDY SD RD 177.38FT THS89*07 10W 207.78FT TH N00*16 40W 640.62FT 1 OF 1 ACCESS RAMPS 8c STAIRS
<br /> CR CLASSROOM PR PAIR PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW TPB EXC S 60FT FOR CO RD TGW PTN OF 96TH ST SW VAC PER CITY OF EVE ORD NO 2125-96 REC AF NO STANDARD PLANS/DETAILS/
<br /> CORR CORRIDOR OR CORRUGATED PSI POUNDS PER SQUARE INCH GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. 9603070450 & TGW COM SW COR SW1/4 SD SEC 13 TH N89 07 10E 30E-t THNO 16 40W 555.95Ff TH N89 07 NOTES �"'� '�
<br /> CT CERAMIC TILE PSL PARALLEL STRAND LUMBER `
<br /> GUST CUSTODIAN 10E 633.63�f TH NO 16 40 W 104.70Fi' TO TPB TH CONT NO 16 40W 1 .30FT TH S89 07 10W 231 .�OF�f TH • (� `'"�
<br /> PT POINT 10. WHERE EXISTING WORK IS CHANGED MODIFIED OR NEW WORK ADJOINS CONNECTS TO OR �
<br /> CW COLD WATER PTD PAPER TOWEL DISPENSER ABUTS EXISTING, THE EXISTfNG WORK SHALL BE ALTERED AS NECESSARY, JOINED & N89 26 31 E 230.99Ff TO TPB PER QCD REC AFN 200310011767 M1 .1 M END, �„� �
<br /> DBL DOUBLE QT QUARRY TILE CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. SCHEDULES, DIAGRAMS AND „ � ��
<br /> DEPT DEPARTMENT 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL V I C I N I TY MAP FLOOR PLAN Q (�
<br /> DTL DETAIL R RADIUS OR RISER
<br /> DF DRINKING FOUNTAIN RB RUBBER BASE DRAWINGS AND SPECIFIGATIONS INCLUDING ADDENDA T0 IDENTIFY A�L WORK REQUIRED. THE
<br /> DIA DIAMETER RD ROOF DRAIN CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN � 0 .
<br /> DIFF DIFFERENCE RECP ELECTRICAL RECEPTICAL ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRACTOR SHALL CO�RDINATE 526 526 E0.1 COVER SHEET AND GENERAL Z � J
<br /> DIM DIMENSION REF REFRIGERATOR THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PIACEMENT, INFORMATION '� �
<br /> DIV DIVISION REV REVISIONS TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL � O O
<br /> DN DOWN REQ'D REQUIRED BE RESPONSIBLE FOR THE REMOVAL & RERLACEMENT OF THEIR WORK THAT MUST BE E1 .1 ELECTRICAL DEMOLITION PLAN J Q
<br /> DR DOOR RM ROOM MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEV� THE DESIGN INTENT OR D � _ •
<br /> DS DOWN SPOUT RO ROUGH OPEN�NG CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. E3.1 ELECTRICAL PLAN = V =
<br /> DW DISHWASHER RTD&WR RECESSED TOWEL DISPENSER m WALTER E HALL `
<br /> DWG DRAWING AND WASTE RECEPTACLE 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN �, GOLF COURSE E5.1 ONE LINE DIAGRAM m (� V
<br /> E EXISTING RWL RAINWATER LEADER NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. o CASCADE VIEW W = N � > N '
<br /> E � EAST 93RD ST S 5 2� E 7.1 S P E C I F I C A T I O N S ,
<br /> S S O U T H O R S I N K , J VI ao C� o
<br /> EA EACH S&P SHELF AND POLE 13. FOLLOW MANUFACTURER S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS � m � � �' W � �
<br /> EFC EPDXY FLOOR COVERING SCD SEAT COVER DISPENSER ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, o PROJECT SITE 99 = 0 � � O �
<br /> E J E X P A N S I O N J O I N T SC SOLID CORE ORDINANCES AND REGULATIONS.
<br /> ELEC ELECTRICAL SD SOAP DISPENSER A C E S H I G H S C H O O L �P'� W J �= J �
<br /> E O E L E C T R I C A L O U T L E T S H L V S H E L V I N G : 9 7 0 0 H O L L Y D R. � p,��. Q � � O E-- = F-~-
<br /> E L E V E L E V A T I O N S H T S H E E f � � P A I N E F I E L D E V E R E T f, W A S H I N G T O N 9 8 2 0 4 � ��' �R� M Z (.� W o � � v� w�
<br /> E Q E Q U A L S H T H N G S H E A T H I N G �° w� S�i � 5 w O C•� a w =C o w _
<br /> EQUIP EQUIPMENT SIM SIMILAR �
<br /> RIN SND SANITARY NAPKIN DISPENSER �� �°�~ c��'� a � Q rn W G rn W *L��
<br /> E W C E P O X Y W A L L C O V E G
<br /> EXIST EXISTING SNR SANITARY NAPKIN RECEPTACLE � �� ��� EVERETf MALL SOUTH PROJECT NO. �
<br /> EXP EXPANSION SPECS SPECIFICATIONS
<br /> EXT EXTERIOR SQ SQUARE �0 1749
<br /> FC FILE CABINET SS STAINLESS STEEL OR
<br /> SANITARY SEWER __ 99 ISSUE DATE
<br /> FD FLOOR DRAIN �
<br /> FDN FOUNDATION STSWR STORM SEWER � 5/1/20
<br /> � FE FIRE EXTINGUISHER STD STANDARD � �� �� CURRENT REVISION
<br /> �, STDPP STANDPIPE ,� PERMIT SET �
<br /> � FEC FIRE EXTINGUISHER CABINET STL STEEL c�o 112TH ST SW 112TH ST SE
<br /> � Q FF FINISHED FLOOR STOR STORAGE `�-o �QP�
<br /> ,
<br /> � � FH FIRE HYDRANT STRUCT STRUCTURAL . _ , -= �� ��� PERMIT SET 5/1/18
<br /> �'� FIN FINISH SUSP SUSPENDED - 9 �� : �
<br /> ° ° FRP FIB RGLASS REINFORCED PLASTIC SVF SHEET VINYL FLOORING -� N
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<br /> Q � ,
<br /> � ° FT FOOT OR FEET TB TACK BOARD OR TOWEL BAR ,
<br /> � .L �-� FOOTING TD TOWEL DISPENSER S Y M B O L S L E G E N D P R O J E C T D A T A
<br /> ° G A L V G A L V A N I Z E D T&G T O N G U E A ND GROVE �
<br /> �� o GB GRAB BAR TEMP TEMPERATURE
<br /> � � TME TO MATCH EXISTING BUILDING SECTtON NUMBER �o, a;,�: CONCRETE STEEL NAME OF PROJECT: M�KILE 0 SCHOOLGDISTR CT CODE DATA:
<br /> � � GFB GYPSUM FIBER BOARD TOIL TOILET .0 DRAWING SHEET NUMBER
<br /> GL GLASS TOM TOP OF MASONRY � (large SITE �URISDICTION: CITY oF EVERETT
<br /> N � GM GWB GLASS MAT GYPSUM WALL BOARD TOP TOP OF PLATE scale� OWNER/AGENT: MUKILTEO SCHOOL DISTRICT BUILDING CODE: 2012 INTERNATIONAL BUILDING COQE
<br /> � � 9401 SHARON DRIVE
<br /> GV GATE VALVE TOS TOP OF STEEL GLASS
<br /> �-� GWB GYPSUM WALL BOARD TP TEST PIT 4� SECTION NUMBER � �
<br /> o �, DRAWING SHEET NUMBER EVEREtT, WA s8o24 ZONING: RS
<br /> .� � GYP GYPSUM TPH TOILET PAPER HOLDER � CONCRETE
<br /> � � TFMR TRANSFORMER (small �� �� �� EqRTH ARCHITECT: SCR6AP KETPLACE SUITE 12-367 TAX PARCEL #: 28041300300200
<br /> � .o HB HOSE BIBB �y/ TACK WALL 4o DETAIL NUMBER scale ��i,���i,���i,� un_ SEATTLE WA 98101 LOT AREA: 49.26 ACRES :,;,,
<br /> L � HC HANDICAPPED } � �
<br /> � � HD HAND DRIER NP TYPICAL DRAWING SHEET NUMBER � ATfENTION: SCOTT CONNOR
<br /> �� o HDBD HARDBOARD UPC UNIFORM PLUMBING CODE � disturbed) PH: (206) 458-7517
<br /> `° HDWD HARDWOOD UG UNDERGROUND GRAVEL E-MAIL: scott�scr-arch.com PORTABLE 'A' :
<br /> `� o HM HOLLOW METAL UL UNDERWRITERS LABORATORY �( 6 INTERIOR ELEVATION Q = = EARTH MANUFACTURERS SN: 491-117 A/B (MANUFACTURED 4/91)
<br /> �� � NFIN UNFINISHED ` A 5.1 � D R A W I N G S H E E T N U M B E R I- I I P R O J E C T D E S C R I P T I O N: E X I S T I N G P O R T A B L E C L A S S R O O M
<br /> a� o HO HOLD OPEN U � �f���� TION: CITY OF EVERETT
<br /> L � HR HOUR UON UNLESS OTHERWISE NOTED � � WOOD BUILDING TENANT IMPROVEMENT AT AGENCY OF JURISDIC
<br /> -� �. HT HEIGHT UP UTILITY POLE �milled� EXISTING ALTERNATIVE HIGH SCHOOL. CONSTRUCTION TYPE: V-B (IBC) Addi�i�n�! i��rmits�►r� Required
<br /> � .= HW HOT WATER UV UNIT VENTILATOR 23 DOOR NUMBER PLYWOOD F�r �'tti� �'!'�j�eCt To 1�i�l�de:
<br /> 0 o HWG HIGH WALL GRILLE � HARDWARE GROUP NUMBER OCCUPANCY GROUP; E
<br /> �- VNR VENEER WOOD EST�MATED PROJECT VALUE: � 30,000
<br /> o °� HWH HOT WATER HEATER BUILDING AREA: 1742 SR. �f. � plumbing � �prinkl�r „ ,�
<br /> _ � HWR HOT WATER RETURN VCT VINYL COMPOSITION TILE framing) � ACTIVITIES ON SITE: NORMAL SECONDARY EDUCATION & ACTIVI7IES PORTRBLE A TI
<br /> �- � VEST VESTIBULE � ��.��'��'};r ASPHALT � �����r����a � Fir�Al�rr�
<br /> �,.� HWS HOT WATER SUPPLY VG VERTICAL GRAIN � ROOM SiGNAGE LOCATION 1��,,'`�;,��:r (�arge HOURS OF OPERATION: APPROX. 7:00 AM - 10:00 PM EXISTING HIGH SCHOOL BUILDING ON SITE: COVER SHEET g�:
<br /> � � HWT HOT WATER TANK �/�yF VINYL WALL FABRIC T
<br /> IBC INTERNATIONAL BUILDING CODE INSULATION scale� SITE ADDRESS: ACES HIGH SCHOOL ���������i
<br /> .� � BUILDING GROSS: 18,
<br /> � W WEST I WINDOW TYPE (rigid� 9700 HOLLY DR. 000 SQ. FT. +/- � ' \ SCALES AS NOTED
<br /> � � IFC INTERNATIONAL FIRE CODE O
<br /> � o ID (NSIDE DIAMEfER W/ WITH ___ EVERETT, WASHINGTON 98204 SPRINKLERS: YES ��j��������'��r��'���M��� �"`�� ����� ,
<br /> � o IE INVERT ELEVATION W/0 WITHOUT Q ASPHALT PROJECT SCOPE: apP�pvE�Fo� r��� �SSu;��vr� r��
<br /> INSULATION PUB�lC�WO�tKS,�Ec;t���aICA�_, �►���
<br /> � N INSUL INSULATION WB WHITE BOARD � (batt� �Sm�II WORK UNDER THIS CONTRACT INCLUDES THE RENOVATION OF ONE CLASSROOM SUppR�SSION,EL�C�fftICr1LU+�
<br /> � �- INT INTERIOR WD WOOD � LOUVER TYPE scale� pORTABLE BUILDING ON SITE INCLUDtNG ELECTRICAL AND PLUMBING PROVISIONS. AREA OF WORK: Pl_UM�fNC P�RMiTS.
<br /> � � INV INVERT WIN WINDOW °
<br /> � ° WGL WIRE GI.ASS 1742 SQ. FT. �
<br /> � � JST JOIST WM WATER MAIN PLANNED OCCUPANCY: �IT1� �� ��I���T�
<br /> � � JT JOINT WP WEATHERPROOF
<br /> � Q KIT KITCHEN WR WASTE RECEPTACLE SEPTEMBER, 2018 ��U����� ��� ������ ■ _
<br /> ,� � KPL KICK PLATE �N/�/M WOVEN WIRE MESH
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