|
__ _ __ .
<br /> - �
<br /> Perm it#: 61604047, 81604-048 ,
<br /> Site address: 960Q SHARON DR
<br /> Owner: MUKILTEO SCHOOLQIST6
<br /> Tenant: EXPLORER MIDQLESCHOOL
<br /> App. Date: 4�21/2016
<br /> = A B B R E V I AT I 4 N S G E N E R A L N OT E S Pr°�°��� �Se: "EW S�"°°�P°RTAB� .
<br /> Qescriptian: NE PORTABLE P1&P2
<br /> U
<br /> � '
<br /> � LAM LAMINATED
<br /> � & OI^ � AND LAV LAVATORY 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND Reviewed ey> aate:���' � �
<br /> � ANGLE ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. �
<br /> p � AT LB LAG BOLT
<br /> � LBS POUNDS til Office Set �ob Site Set Fire/Planning Set
<br /> ; ¢. CENTER LINE LP LIGHT POLE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING M U K I LT E Q S C H �Q L D I ST R I CT �
<br /> � = EQUAL LT LIGHT SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCIES ARE
<br /> o # NUMBER LTS LIGHT SWITCH NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR
<br /> P PENNY CLARIFICATION.
<br /> PERPENDICULAR M MIRROR
<br /> � PLATE OR PROPERTY LINE MAX MAXIMUM 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE
<br /> c¢ ROUND OR DIAMETER MB MACHINE BOLT CONTRACTOR SHALL SEEK WRITfEN CLARIFICATION FROM THE ARCHITECT OR PROVIDE THE
<br /> AB � ANCHOR BOLT MDF MEDIUM DENSITY FIBERBOARD MORE EXPENSIVE. .
<br /> ss�s
<br /> ACT ACOUSTICAL TILE MDO MEDIUM DENSITY OVERLAY REGISTERED
<br /> MECH MECHANICAL 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE RCHI CT
<br /> AD ABOVE DATUM MED MEDIUM WEIGHT THAN NEW ITEMS.
<br /> ADJ ADJUSTABLE OR ADJACENT MFR MANUFACTURER scott"Alan onnor
<br /> AFF ABOVE FINISHED FLOOR MH MANHOLE 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE sraTE oF wasHiNCTON
<br /> AL ALUMINUM MIN MINIMUM DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF
<br /> ALT ALTERNATE MISC MISCELLANEOUS
<br /> APN ACOUSTICAL PANEL MO MASONRY OPENING DISCREPANCIES ARE FOUND. '
<br /> ARCH ARCHITECT ��
<br /> MOD MODIFY 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS.
<br /> B.M. BENCH MARK MR MOISTURE RESISTANT
<br /> BD BOARD MTD MOUNTED 7. CONSULTANT DRAWINGS ARE DIAGRAMMATIC AND .SUPPLEMENTARY TO THE ARCHITECTURAL
<br /> BFF� BELOW FINISH FLOOR MTL METAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO P E R M I T S E T 3 / 2 2 / � � � �
<br /> B L D G B U I L D I N G M W M I C R O W A V E BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY
<br /> BLK'G BLOCKING N NORTH DISCREPANCIES BEiWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S} � �
<br /> BM BEAM NFHB NON-FREEZE HOSE BIBB DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITfEN
<br /> BOT BOTfOM NIC NOT IN CONTRACT NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED.
<br /> BTWN BETWEEN NO NUMBER
<br /> C CLOCK OR COFFEE NOM NOMINAL 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND/OR REPLACE ALL UTILITIES, V I I �
<br /> CABS CABINETS NTS NOT TO SCALE PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR C ITY MAP S H E ET I N D EX
<br /> • CB CATCH BASIN OR CHALKBOARD OC ON CENTER PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO '
<br /> CC CENTER TO CENTER OD OUTSIDE DIAMETER COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR,
<br /> CFCI CONTRACTOR FURNISHED & INSTALLED MODIFICATION OR REPLACEMENT REQUIRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR 2 2 COVER
<br /> CFI CONTRACTOR FURNISHED ITEM OFCI OONTRACTOR IINSTALLED SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION
<br /> CH COAT HOOK OF01 OWNER FURNISHED, AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, Z A0.1 COVER SHEET MONITOR�DAUTOMATIC FIRE
<br /> CJ CONTROL JOINT OWNER INSTALLED INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN
<br /> CL. CENTER LINE OH OVERHEAD THE BID SUM. SITE AND MAIN BUILDING WORK
<br /> c�c CEILING W��R E � DET�CTION SYSTEM REQUIR
<br /> OHL OVERHEAD LINE GOLF COIJRSE SUP�R�ISE�AUTOMATIC
<br /> CLR CLEAR OPNG OPENING 9. THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & r ��E�� ARCHITECTURAL (SCR ARCHITECTS)
<br /> CMP CORRUGATED METAL PIPE PRIVATE PROf'ERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW PROJECTSITE 52 A1 .1 OVERALL SITE PLAN SPRINKLER SYSTE� REQUiR� D
<br /> CMU CONCREfE MASONRY UNIT P POWER GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. °�`°'�"'°°��"°°� �������
<br /> C.O. CLEAN OUT P&S POLE AND SHELF °B00�`°"°� � A1 .2 PARTIAL SITE PLAN
<br /> EVEREfT,WASHINQiON 90204 ��.
<br /> COL COLUMN PL PLASTIC 10. WHERE EXISTING WORK IS CHANGED, MODIFIED, OR NEW WORK ADJOINS, CONNECTS TO OR ��% 99 A1 .4 PARTIAL ROOF PLAN
<br /> CONC CONCRETE P-LAM PLASTIC LAMINATE ABUTS EXISTING THE EXISTING WORK SHALL BE ALTERED AS NECESS ��� .� � �
<br /> ARY, JOINED & A2.1 ENTRY RAMP STAIRS - PLAN
<br /> CONT CONTINUOUS POC POINT OF CONNECTION CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. PNNE FlELD �y � '
<br /> CPP CORRUGATED PLASTIC PIPE P�YW PLYWOOD � � �a A2.2 ENTRY RAMP/STAIRS - ELEVATIONS AND DETAILS
<br /> CPT CARPET PP POWER POLE 11. IT IS THE RESPONSIBILIlY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL A8.1 DETAILS
<br /> CR CLASSROOM PR PAIR DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE �R� ,,��„�,
<br /> CORR CORRIDOR OR CORRUGATED PSI POUNDS PER SQUARE INCH CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN
<br /> CT CERAMIC TILE PSL PARALLEL STRAND LUMBER ALL PLANS AND SPECIFICATIONS. FURTHER, EACH SUB CONTRAGTOR SHALL COORDINATE CIVIL (TAYLOR ENGINEERING CONSULTANTS)
<br /> CUST CUSTODIAN PT POINT THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, 09 C0.1 CIVIL COVER SHEET
<br /> CW COLD WATER PTD PAPER TOWEL DISPENSER TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL C1 .1 DRAINAGE BMPS
<br /> DBL DOUBLE QT QUARRY TILE BE RESPONSIBLE FOR THE REMOVAL & REPLACEMENT OF THEIR WORK THAT MUST BE
<br /> DEPT DEPARTMENT R RADIUS OR RISER MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR
<br /> DTL DETAIL RB RUBBER BASE CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. � ELECTRICAL (COFFMAN ENGINEERS)
<br /> DF DRINKING FOUNTAIN RD ROOF DRAIN 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN ^ E0.1 COVER SHEET AND GENERAL INFORMATION
<br /> DIA DIAMEfER RECP ELECTRICAL RECEPTICAL NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. E1 .1 ROOF PLAN - POWER & UTILITIES
<br /> DIFF DIFFERENCE REF REFRIGERATOR
<br /> DIM DIMENSION R�v R�,S,oNS L E G A L D E S C R I PT I�N E1 .2 ENLARGED PARTIAL SITE PLAN - PORTABLES
<br /> DIV DIVISION REQ'D REQUIRED 13. FOLLOW MANUFACTURER'S INSTRUCTIONS, EXGEPT WHERE MORE STRINGENT REQUIREMENTS E5.1 ONE LINE DIAGRAM AND PANEL SCHEDULES
<br /> DN DOWN RM ROOM ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, E5.2 SYSTEMS RISER DIAGRAMS
<br /> DR DOOR RO ROUGH OPENING ORDINANCES AND REGULATIONS. PARCEL 28041300300200: E7.1 ELECTRICAL SPECIFICATIONS
<br /> DS DOWN SPOUT RTD8cWR RECESSED TOWEL DISPENSER SEC 13 TWP 28 RGE 04 NW1/4 SW1/4 LESS CO RD & LESS PTN PLATfED AS E8.1 DETAILS �
<br /> DW DISHWASHER AND WASTE RECEPTACLE 0'CONNOR & CRONIN MIDLAND GARDENS NO 4 8c 5 & LESS N 20FT OF W 140.16FT � U
<br /> DWG DRAWING RWL RAINWATER LEADER a� r,,, � �
<br /> (E) EXISTING S SOUTH OR SINK THOF TGW BEG *NW COR SW1/4 SW1/4 TH*N89*04 20E 20FT TPB TH CONTN89*04 20E PORTABLE O -
<br /> E EAST S&P SHELF AND POLE ,�' .. 1012FT TH S00 16 40E 660.48 F-f TH S89 07 10W TAP S00 16 40E 659.65FTFR TPB � �
<br /> EFC PDXY FLOOR COVERING SCD SEAT COVER DISPENSER �� � : TH N00*16 40W 659.65FT TO TPB LESS PTN PLATTED AS 0'CONNOR & CRONINS MIDLAND PORTABLE CLASSROOM (WHITLEY EVERGREEN INC} O
<br /> EJ EXPANSION JOINT S C S O L I D C O R E G A R D E N S D I V 5 T G W T H P T N O F V A C B L K 1 L O T S 9-1 2 I N C L & V A C B K 2 L O T S 7-1 0 A 1 .0 F L O O R P L A N z �"
<br /> ELEC ELECTRICAL SD SOAP DISPENSER � INCL TGW V A C R D L Y A D J T O L O T S 9-1 2 I N C L B L K 1 & L O T S 7-1 0 I N C L B L K 2 I N A 2.0 E X T E R I O R E L E V A T I O N S � � (� �
<br /> EO ELECTRICAL OUTLET SHTv SHELEVTING - .� , , � PLAT OF ARCADIA GARDENS AS PER REC PLAT ALL IN N1/2 SW1/4 13-28-4 & TGW S1 .0 BUILDING SECTION ;�
<br /> ELEV ELEVATION SHTHNG SHEATHING A � , �� ` �
<br /> ALL TH PTN S1/2SW1/4 DAF - COM NW COR SW1/4 SW1/4 TH S00816 40E 20�f TH S2.0 STRUCTURAL DETAILS � �
<br /> EQUIP EQUPMENT SIM SIMILAR � � � � ; x N89*04 20E 1199FT TPB TH CONT N89*04 20E S 76.51FT TO WH WLY LN OF PRTY M1 .0 MECHANICAL PLAN � � 0
<br /> EWC EPDXY WALL COVERING SND SANITARY NAPKIN DISPENSER ; SOLD TO C.J. BRENNAN REC AF NO 1118272 WT TH SLY LN OF CO RD TH S45*05 ODW E1 .0 ELECTRICAL PLAN �
<br /> SNR SANITARY NAPKIN RECEPTACLE ALG W LN OF SD BRENNAN TR & ALG W LN OF THOSE CERTAIN PRTY SOLD TO ARNOLD
<br /> EXIST EXISTING SPECS SPECIFICATIONS � J. NELSON VO E2.0 INT. ELECTRICAL ELEVATIONS � � �
<br /> EXP EXPANSION SQ SQUARE ;" ;� ,f L 531 OF DEEDS PG 205& J.G. SELBY VOL 533 OF DEEDS PG 624 & W
<br /> EXT EXTERIOR SS STAINLESS STEEL OR ' � � � LN OF TH CERTAIN PRTY REC AF NO 1625031 FOR287.62FT TO E LN OF TH CERTAIN POR W -�-� C�
<br /> � �"'°�� PRTY SOLD TO EARL HOADENSON REC AF NO 1657757 TH N37*35 37W 62.52FT TH TABLE FOUNDATION (ARIES BUILDING SYSTEMS)
<br /> FC FILE CABINET SANITARY SEWER `���:: �� - � � �
<br /> FD FLOOR DRAIN STSWR STORM SEWER �� S00*16 40E 368.54FT TO INT WITH W BDY BEV PD-ED RD TH S45*05 OOW ALG W BDY F1 FOUNDATION PLAN/NOTES/DETAILS
<br /> _ * * o
<br /> FDN FOUNDATION STD STANDARD SD RD 177.38FT THS89 07 10W 207.78FT TH N00 16 40W 640.62F-f TPB EXC S 60FT �
<br /> � FE FIRE EXTINGUISHER STDPP STANDPIPE �`; FOR CO RD TGW PTN OF 96TH ST SW VAC PER CITYOF EVE ORD NO 2125-96 REC AF PORTABLE RAMPS � Q =
<br /> = FEC FIRE EXTINGUISHER CABINET STL STEEL NO 9603070450 & TGW COM SW COR SW1 4 SD SEC 13 TH N89 07 10E 30FT THNO M �
<br /> � FF FINISHED FLOOR STOR STORAGE �
<br /> ��, FH FIRE HYDRANT STRUCT STRUCTURAL 16 40W 555.95FT TH N89 07 10E 633.63FT TH NO 1 fi 40 W 104.70�f TO TPB TH RAMP SYSTEM (WELCOME RAMP SYSTEM) W �
<br /> N� SUSP SUSPENDED CONT NO 16 40W 1 .3QFT TH S89 07 10W 231 .00�f TH N89 26 31 E 230.99FT TO TPB 1 of 1 ACCESS RAMPS 8c STAIRS �
<br /> w FIN FINISH � �
<br /> o� FLR FLOOR SVF SHEET VINYL FLOORING PER QCD REC AFN 20031 001 1 767 STANDARD PLANS/DETAILS/NOTES ,
<br /> �Q FRP FIBERGLASS REINFORCED PLASTIC SWC SPECIAL WALL COATING � �
<br /> F-f FOOT OR FEEf O
<br /> a� FTG FOOTING TB TACK BOARD OR TOWEL BAR SYMBOLS LEGEND PROJECT DATA � W
<br /> Wo GALV GALVANIZED TD TOWEL DISPENSER
<br /> ~Z GB GRAB BAR T&G TONGUE AND GROVE �
<br /> �'° TEMP TEMPERATURE Q �
<br /> a BUILDING SECTION NUMBER • ' • �: CONCREfE STEEL NAME OF PROJECT: NEW PORTABLE CLASSROOMS CODE DATA: �
<br /> �o GFB GYPSUM FIBER BOARD TME TO MATCH EXISTING .0 DRAWING SHEET NUMBER ��'.�'�.�:• � MUKILTEO SCHOOL DISTRICT �
<br /> �� GL GLASS TOIL TOILET (large SITE JURISDICTION: CITY OF EVERETT Q �
<br /> �Q TOM TOP OF MASONRY scale OWNER/AGENT: MUKILTEO SCHOOL DISTRICT �
<br /> GM GWB GLASS MAT GYPSUM WALL BOARD TOP TOP OF PLATE J 9401 SHARON DRIVE BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE � '
<br /> o� GV GATE VALVE 40 SECTION NUMBER / / GLASS
<br /> �3 GWB GYPSUM WALL BOARD TPS TOP OF STEEL DRAWING SHEET NUMBER ;_ ..;� ..�� CONCRETE � � EVERETT, WA 98024 ZONING: RS � �
<br /> TEST PIT
<br /> GYP GYPSUM TPH TOILET PAPER HOLDER � � •• (small ARCHITECT: SCR ARCHITECTS TAX PARCEL #: 28041300300200 1 1 1 � �
<br /> a� ,� %�, �,� EARTH 1..�.1
<br /> �� HB HOSE BIBB TFMR TRANSFORMER 4o DEfAIL NUMBER � ��%��%�;�� 1916 PIKE P�CE, suiTE �2-3s� �or AR�,: 4s.2s AeREs
<br /> �� HC HANDICAPPED TW TACK WALL 3,15 scale ;,,;�,��,� WA 98101 � � �
<br /> = DRAWING SHEEf NUMBER (un- SEA'i?LE,
<br /> �� HD HAND DRIER TYP TYPICAL disturbed) ATTENTION: SCOTT CONNER FOR THE PURPOSE OF CODE REVIEW, THIS PORTABLE SCHOOL CLASSROOM BUILDING
<br /> ' HDBD HARDBOARD /.� � ,J,_ PH: (206) 458-7517 SHALL BE CONSIDERED AS ONE BUILDING PER STATE BUILDING CODE COUNSEL EMERGENCY �
<br /> �� UPC UNIFORM PLUMBING CODE ' �=>jra�- GRAVEL E-MAIL: scott�scr-arch.com RULE CR-103E AMENDING WAC 51-54A-0202 & WAC 51-54A-0903
<br /> zo HDWD HARDWOOD UG UNDERGROUND 6 INTERIOR ELEVATION �� �1z-^ ��r�� �
<br /> �r�� DEFINING A PORTABLE SCHOOL CLASSROOM AS CONSISTING OF ONE OR MORE ROOMS
<br /> �a HM HOLLOW MEfAL UL UNDERWRITERS LABORATORY P��J.I DRAWING SHEET NUMBER ��'"� � � I I�I I I- EARTH
<br /> ., ��
<br /> �w HO HOLD OPEN UNFIN UNFINISHED � \ - I I-II I �fill� PROJECT DESCRIPTION: NEW PORTABLE CLASSROOMS AT AND ALLOWING A FIRE SPRINKLER EXCEPTION FOR CLUSTER OF PORTABLES W/ AGGREGATE AREA
<br /> � WOOD EXISTING MIDDLE SCHOOL. NOT EXCEEDING 6000 SQ.FT. AND AN OCCUPANT LOAD BEfWEEN 51 AND 98 FOR EACH PORTABLE
<br /> Wo HR HOUR UON UNLESS OTHERWISE NOTED ` �\ COVER SHEET
<br /> � HT HEIGHT UP UTILITY POLE 23 DOOR NUMBER �� - (milled� SCHOOL CLASSROOM PROVIDED EACH CLASSROOM HAS TWO MEANS OF DIRECT EXTERIOR ACCESS. SCALE AS NOTED
<br /> =Q HW HOT WATER UV UNIT VENTILATOR � PLYWOOD ESTIMATED PROJECT VALUE: � 40,000 - CODE REVIEW FOR PORTABLE BUILDING IS PER WA STATE LABOR & INDUSTRIES - '
<br /> Wo HWG HIGH WALL GRILLE 8 HARDWARE GROUP NUMBER �
<br /> �`` HWH HOT WATER HEATER VNR VENEER � WOOD ACTIVITIES ON SITE: NORMAL SECONDARY EDUCATION & ACTIVITIES
<br /> o� HWR HOT WATER RETURN VCT VINYL COMPOSITION TILE � ROOM SIGNAGE LOCATION (framing) ASPHALT HOURS OF OPERATION: APPROX. 7:00 AM - 10:0o PM PORTABLE:
<br /> Za HWS HOT WATER SUPPLY VEST VESTIBULE (lar e
<br /> Z� HWT HOT WATER TANK VG VERTICAL GRAIN � INSULATION ` g SITE ADDRESS: EXPLORER MIDDLE SCHOOL AGENCY OF JURISDICTION: WA STATE LABOR & INDUSTRIES (PORTABLE ONLY)
<br /> � w� IBC INTERNATIONAL BUILDING CODE VWF VINYL WALL FABRIC I WINDOW TYPE <������� ri id scale� 9600 SHARON DR. CONSTRUCTION TYPE: V-B (IBC) � �
<br /> �� IFC INTERNATIONAL FIRE CODE W WEST O � g � EVERETT, WASHINGTON 98204 '
<br /> 0o OCCUPANCY GROUP. E-1
<br /> a3 ID INSIDE DIAMEfER W/ WITH -,;- ; , ASPHALT PROJECT SCOPE:
<br /> f INSULATION
<br /> �Z IE INVERT ELEVATION W/0 WITHOUT '�� 1��� batt --- (small EXISTING MIDDLE SCHOOL BUILDING ON SITE: PERMIT SET: 3/22/2016
<br /> o INSUL INSULATION WB WHITE BOARD q LOUVER �1YPE f ;� l' � " C �
<br /> wW � scale WORK UNDER THIS CONTRACT INCLUD S
<br /> INT INTERIOR WD WOOD � E THE ADDITION OF TWO PORTABLE BUILDING GROSS: 143,938 SQ. FT. + -
<br /> - oW INV INVERT WIN WINDOW CLASSROOM BUILDINGS ON SITE, INCLUDING SITE WORK AND ELECTRICAL �
<br /> am JST JOIST WGL WIRE GLASS PROVISIONS. ELECTRICAL PROVISIONS INCLUDE POWER, FIRE ALARM, DATA SPRINKLERS: NO '
<br /> W� JT JOINT WM WATER MAIN AND COMMUNICATIONS CABLING.
<br /> �Z WP WEATHERPROOF
<br /> oN KIT KITCHEN WR WASTE RECEPTACLE PLANNED OCCUPANCY: AREA OF WORK:
<br /> N� KPL KICK PLATE WT WEIGHT 4,500 SF +/- (INCLUDES 2 PORTABLES + RAMP STAIR SYSTEMS
<br /> �� WWM WOVEN WIRE MESH SEPTEMBER, 2016 � � ■
<br />
|