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<br /> COPYRIGHT SCR ARCHffECTS
<br /> " ABBREVIATIONS G NERAL NOTES
<br /> �
<br /> X
<br /> 0
<br /> w LAM LAMINATED SCR Arch itects
<br /> N & or � AND LAV LAVATORY 1. ALL WORK ON THIS PROJECT SHALL BE IN CONFORMANCE WITH ALL LOCAL CODES AND M U K I LT E Q S C H O O L D I S T R I C T
<br /> � � ANGLE LB LAG BOLT ORDINANCES AND SHALL CONFORM TO ALL LOCALLY ADOPTED BUILDING CODES. 1402 3rd Ave Suite 730
<br /> w � AT LBS POUNDS Seattle, WA 98101 .
<br /> � ¢. CENTER LINE LP LIGHT POLE 2. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO WORK. VERIFY AND COORDINATE EXISTING
<br /> � = EQUAL LT LIGHT SITE AND BUILDING CONDITIONS IN RELATIONSHIP TO NEW WORK. IF DISCREPANCtES ARE
<br /> # NUMBER NOTED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT PRIOR TO WORK FOR
<br /> � P PENNY LTS UGHT SWITCH CLARIFICATION.
<br /> J -� PERPENDICULAR M MIRROR
<br /> Q
<br /> � �. PLATE OR PROPERTY LINE MAX MAXIMUM 3. IF CONFLICTS ARE FOUND BETWEEN THE DRAWINGS AND/OR THE SPECIFICATIONS, THE ss�s
<br /> � � ROUND OR DIAMETER MB MACHINE BOLT CONTRACTOR SHALL SEEK WRITTEN CIARIFICATION FROM THE ARCHITECT OR PROVIDE THE REGISTERED
<br /> � AB ANCHOR BOLT MDF MEDIUM DENSITY FIBERBOARD MORE EXPENSIVE. RCH CT
<br /> ACT ACOUSTICAL TILE MDO MEDIUM DENSITY OVERLAY
<br /> AD ABOVE DATUM MECH MECHANICAL 4. UNLESS OTHERWISE NOTED, EXISTING ITEMS TO REMAIN ARE SHOWN IN A LIGHTER LINE Scott`Alan onnor
<br /> ADJ ADJUSTABLE OR ADJACENT MED MEDIUM WEIGHT THAN NEW ITEMS. STATE OF WASHINGTON
<br /> AFF ABOVE FINISHED FLOOR MFR MANUFACTURER
<br /> AL ALUMINUM MH MANHOLE 5. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DiMENSIONS SHOWN ON THE ,
<br /> ALT ALTERNATE MIN MINIMUM DRAWINGS AND ACTUAL FIELD MEASUREMENTS. PROMPTLY NOTIFY THE ARCHITECT IF
<br /> APN ACOUSTICAL PANEL MISC MISCELLANEOUS DISCREPANCIES ARE FOUND. P E R M I T S E T - 6 /4 / 19
<br /> ARCH ARCHITECT MO MASONRY OPENING
<br /> MOD MODIFY 6. ITEMS NOTED AS 'TYPICAL' ON ANY DRAWING SHALL APPLY TO ALL DRAWINGS.
<br /> B.M. BENCH MARK MR MOISTURE RESISTANT VI C I N I TY MAP S H E ET I N D EX DRAWN BY: S.C.
<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 CHECKED BY:
<br /> BLD'G BUILDING MW MICROWAVE BID AND INSTALL THEIR WORK IN ACCORDANCE WITH THE ARCHITECTURAL DRAWINGS. ANY NOT TO SCALE
<br /> BLK'G BLOCKING COVER A0.01 COVER SHEET APPROVED BY:
<br /> BM BEAM N NORTH DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER(S) ' �a����
<br /> NFHB NON-FREEZE HOSE BIBB DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN 7 � � � �������±�� ���'�������R�
<br /> BOT BOTTOM NlC NOT IN CONTRACT NOTIFICATION FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE WORK AFFECTED. � `�'�a3 ���u�'si� � SITE WORK CIVIL (LPD ENGINEERING� Permit#: 81906-015
<br /> BTWN BEfWEEN NO NUMBER �'�#����'" _� - =- � T C 1 .0 TESC AND DEMOLITION Site Address: 222 W CASINO RD P6jP7
<br /> C CLOCK OR COFFEE N O M N O M I N A L 8. THE CONTRACTOR SHALL PROTECT, REPAIR, MODIFY AND�OR REPLACE ALL UTILITIES, ;��� Owner: MUKILTEO SCHOOL DIST 6
<br /> � �����. ��`f` C2.0 GRADING AND DRAINAGE Tenant: HORIZON ELEMENTARY, P6/P7
<br /> CABS CABINETS NTS NOT TO SCALE PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, INSTALLATIONS, STRUCTURES, BUILDINGS OR �� ��' * `
<br /> CB CATCH BASIN OR CHALKBOARD PORTIONS OF, ABOVE OR BELOW GROUND DURING THE COURSE OF CONSTRUCTION TO C3.0 DETAILS App. Date: 6/12/2019
<br /> OC ON CENTER =�� � �. Propased Use: SCHOOL PORTABLE
<br /> CC CENTER TO CENTER COMPLETE WORK SHOWN IN THE CONSTRUCTION SET. NOT ALL PROTECTION, REPAIR, xY„,�:#.� _ � Qescription: INSTALL(1) DOUBLE CLASSROOM
<br /> OD OUTSIDE DIAMETER ARCHITECTURAL SCR ARCHITECTS
<br /> CFCI CONTRACTOR FURNISHED & INSTALLED MODIFICATION OR REPLACEMENT REQUtRED IS SHOWN ON THE DRAWINGS. THE CONTRACTOR -" � - PORras�E a DING
<br /> CFI CONTRACTOR FURNISHED ITEM OFCI OWNER FURNISHED SHALL PROVIDE SUFFICIENT BUDGET TO COVER ALL PROTECTION, REPAIR, MODIFICATION - M1'}�-a � � � )
<br /> CONTRACTOR INSTALLED r � -�
<br /> � fn� � ` � �� A1 .01 OVERALL SITE PLAN /PARTIAL SITE PLAN � �
<br /> CH COAT HOOK AND/OR REPLACEMENT OF EXISTING UTILITIES, PAVEMENTS, PUBLIC & PRIVATE PROPERTIES, '���'�"�°�� � •
<br /> OF01 OWNER FURNISHED, �� � � - Reviewed - oate:���'���
<br /> CJ CONTROL JOINT OWNER INSTALLED INSTALLATION, STRUCTURES, BUILDINGS OR PORTIONS OF, ABOVE OR BELOW GROUND WITHIN A2.01 PORTABLE RAMP AND STAIRS - PLANS AND ELEVATIONS
<br /> CL CENTER LINE THE BID SUM. � `
<br /> CLG CEILING OH OVERHEAD ��� A2.02 SECONDARY RAMP - PLANS, ELEVATIONS AND DETAILS �-attice set �oe site set Fi�e/P�anrn�g set
<br /> CLR CLEAR OHL OVERHEAD LINE g, THE REPAIR, MODIFICATION OR REPLACEMENT OF ANY EXISTING UTILITY, PAVEMENT, PUBLIC & r � �.� ���.����,��
<br /> � -.,.
<br /> CMP CORRUGATED METAL PIPE OPNG OPENING _ y ,,,� _�Y�-�,�, � ``
<br /> PRIVATE PROPERTY, INSTALLATION, STRUCTURE, BUILDING OR PORTIONS OF, ABOVE OR BELOW ��5� � :� " � �. BUILDING PORTABLE FOUNDATION (BRIGGS ENGINEERING)
<br /> CMU CONCRETE MASONRY UNIT P POWER GROUND, SHALL MATCH THE ORIGINAL CONDITION IN QUALITY, SUBSTANCE AND APPEARANCE. V -� - � a.
<br /> C.O. CLEAN OUT P&S PO�E AND SHELF � = "=� F1 FOUNDATION PLAN / DETAILS
<br /> COL COLUMN PL PLASTIC 10. WHERE EXISTING WORK IS CHANGED MODIFIED OR NEW WORK ADJOINS CONNECTS TO OR �� ���'�'�`� ����' -a� r �� �
<br /> ��` �-la�riz+��r E1er�� ry �ci�c�ot 28'-0" X 64'-0" MODULAR BUILDING
<br /> CONC CONCRETE P-LAM PLASTIC LAMINATE ABUTS EXISTING, THE EXISTING WORK SHALL BE ALTERED AS NECESSARY, JOINED & - �� �,��,.���„�,��
<br /> CONT CONTINUOUS POC POINT OF CONNECTION CONNECTED IN A SUBSTANTIAL, NEAT AND WORKMANSHIP MANNER. -
<br /> CPP CORRUGATED PLASTIC PIPE PLYW PLYWOOD �y � 4 �'����"�'� RAMP SYSTEM (WELCOME RAMP SYSTEM) �
<br /> CPT CARPET PP POWER POLE 11. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR & SUB CONTRACTOR TO REVIEW ALL � -
<br /> CR CLASSROOM PR PAIR DRAWINGS AND SPECIFICATIONS INCLUDING ADDENDA TO IDENTIFY ALL WORK REQUIRED. THE � _ -" .�, `�- LL'` AREA OF WORK 1 OF 1 ACCESS RAMPS & STAIRS O
<br /> CORR CORRIDOR OR CORRUGATED PSI POUNDS PER SQUARE INCH CONTRACTOR OR SUB CONTRACTOR SHALL REVIEW EACH DRAWING AND COORDINATE BETWEEN �� �-����� � ������� ��� � HORIZON ELEMENTARY STANDARD PLANS DETAILS NOTES O
<br /> CT CERAMIC TILE PSL PARALLEL STRAND LUMBER ALL PLANS AND SPECIFICATIONS. FURTHER EACH SUB CONTRACTOR SHALL COORDINATE ��� ��� � �����` : 222 WEST CASINO RD. � � �
<br /> � ,1�,�«�-_..-rM _���rns�_.n � � �i. .
<br /> �''���'" �. = EV"fRE'i�F, WA. 98204 = �
<br /> CUST CUSTODIAN PT POINT THEIR WORK WITH THE GENERAL CONTRACTOR TO PROVIDE PROPER SEQUENCE, PLACEMENT, _�
<br /> __. _
<br /> CW COLD WATER PTD PAPER TOWEL DISPENSER TOLERANCES AND REQUIREMENTS OF OTHER SUB CONTRACTORS. SUB CONTRACTORS SHALL � �--�` � y=� PORTABLE DRAWINGS (WHITLEY EVERGREEN, FOR REFERENCE ONLY) U1 V �
<br /> DBL DOUBLE QT QUARRY TILE BE RESPONSIBLE FOR THE REMOVAL & REPLACEMENT OF THEIR WORK THAT MUST BE r, � ������4��-�� (n
<br /> DEPT DEPARTMENT MODIFIED, REPLACED, REPAIRED OR OTHERWISE ALTERED TO ACHIEVE THE DESIGN INTENT OR = 4 ;k {�;, A-0 COVER SHEET Z �
<br /> DTL DETAIL R RADIUS OR RISER CODE REQUIREMENT DUE TO LACK OF COORDINATION WITH THE GENERAL CONTRACTOR. � � f � A-1 .0 FLOOR PLAN � }� (/�
<br /> D F D R I N K I N G F O U N T A I N RB RUBBER BASE �k�fukil�ec� � �
<br /> RD ROOF DRAIN ' ��� �«_� '�-`n'=4{'� -`�` °� A-2.0 EXTERIOR ELEVATIONS � - .
<br /> DIA DIAMETER 12. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS WILL BE CONSIDERED IN A-3.0 REFLECTED CEILING J 0
<br /> RECP ELECTRICAL RECEPTICAL NON-CONFORMANCE AND SHALL BE CORRECTED AT NO EXPENSE TO OWNER OR ARCHITECT. � ��i �_ � Q
<br /> DIFF DIFFERENCE REF REFRIGERATOR ��-�� �"�°�`��� S-1 .0 BUILDING SECTION � � J
<br /> DIM DtMENSION REV REVISIONS � s��i � �f�
<br /> REQ D REQUIRED 13. FOLLOW MANUFACTURER S INSTRUCTIONS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS - ������+�� ' � S-2.0 STRUCTURAL DETAILS
<br /> DIV DIVISION ' ARE INDICATED OR REQUIRED BY CONSTRUCTION DOCUMENTS OR APPLICABLE CODES, -����;�� � �� m Z
<br /> DN DOWN RM ROOM ORDINANCES AND REGULATIONS. ��;nt� �;� E-1 .0 ELECTRICAL PLAN W O
<br /> DR DOOR RO ROUGH OPENING y�# T E-2.0 INT. ELECTRICAL ELEVATIONS W =
<br /> DS DOWN SPOUT RTD&WR RECESSED TOWEL DISPENSER ��'��'���� " M-1 .0 MECHANICAL PLAN J �
<br /> DW DISHWASHER AND WASTE RECEPTACLE x.-`�'� � �
<br /> DWG DRAWING � ������ ������ �
<br /> �p - m W V
<br /> RWL RAINWATER LEADER �,.��� ��,' ;3 , ���;�� �� . � Q J
<br /> SYMBOLS � .���� ����:��� �. cr� W
<br /> (E) EXISTING S SOUTH OR SINK ��rE �' �� F- W . � O > N
<br /> E EAST S&P SHELF AND POLE o °O �
<br /> � ��H S�o SEAT COVER DISPENSER ^ L E G A L D E S C R I P T I O N � z � � w o �
<br /> E F C E P O X Y F L O O R C O V E R I N G BUILDING SECTION NUMBER ; � r
<br /> S C S O L I D C O R E � � � a z Q .
<br /> E J E X P A N S I O N J O I N T S D S O A P D I S P E N S E R • DRAWING SHEET NUMBER . 4� �` 5�' P A R C E L N U M B E R: 2 8 0 4 1 3 0 0 1 0 2 1 0 0 � z � ~ � �
<br /> ELEC ELECTRICAL ;���` '
<br /> SHLV SHELVING
<br /> EO ELECTRICAL OUTLEf � � � N a ~ a ~
<br /> S H T S H E E T q.p S E C T I O N N U M B E R .� . . . • _ - SEC 13 TWP 28 RGE 04ALL TH PTN NW1/4 NE1/4 DAF BEG AT NE COR SD SUB TH S Q � � U �-- � _ �
<br /> ELEV ELEVATION SHTHNG SHEATHING Z w � w
<br /> EQ EQUAL DRAWING SHEET NUMBER ALG E BDY SD SUB 30FT M/L TO S BDY BEV PARK-MUK HWY (AS IT EXST PRIOR TO � � � � �
<br /> EQUIP EQUIPMENT S D SANII ARY NAPKIN DISPENSER PROJECT DATA 1983) TH W ALG SD S BDY 664.2FT TO TPB TH S & PLW E LN SDSUB 1293.44FT TO S o W O N � � �
<br /> E W C E P O X Y W A L L C O V E R I N G SNR SANITARY NAPKIN RECEPTACLE 40 DETAIL NUMBER L N S D S U B T H W A L G S D S L N T O I N T W L N S D S U B T H N A L G W L N S D S U B T O S B D Y a Z S c v W �' rn w
<br /> EXIST EXISTING SPECS SPECIFICATIONS DRAWING SHEET NUMBER BEV-PARK MUK HWY & TH E ALGSD S LN TPB LESS N 30FT OF W 175FT TOSNO CO PROJECT NO.
<br /> EXP EXPANSION SQ SQUARE PER AF 509800 & LESS N 10FT OF E E 39FT TO CITY EV PER WD REC AF 8303230200 1905
<br /> EXT EXTERIOR SS STAINLESS STEEL OR � NAME OF PROJECT: NEW PORTABLE CLASSROOM BUILDING PORTABLE:
<br /> FC FILE CABINET SANITARY SEWER 6 INTERIOR ELEVATION HORIZON ELEMENTARY SCHOOL & LESS PTN CONVYD TO CITY EV PER WD'S AFS 8301100292 & 8301310255 & ISSUE DATE
<br /> FD FLOOR DRAIN STSWR STORM SEWER � AS.I � DRAWING SHEET NUMBER AGENCY OF JURISDICTION: WA STATE LABOR & 8301310256 & 8301100295 COR BY VOL 1802PG 242 AF 8308080302 & LESS E 78FT 7/19/19 �
<br /> � FDN FOUNDATION STD STANDARD �5/ OWNER/AGENT: MUKILTEO SCHOOL DISTRICT #6 INDUSTRIES (PORTABLE ONLY) OF N 243Ff OF W 331 .66FT THOF CURRENT REVISION .
<br /> .°�' FE FIRE EXTINGUISHER STDPP STANDPIPE 9401 SHARON DRIVE CONSTRUCTION TYPE: V-B (IBC)
<br /> ` FEC FIRE EXTINGUISHER CABINEf STL STEEL EVERETT, WASHINGTON 98204 PERMIT REVISION 1
<br /> �- Q STOR STORAGE 23 DOOR NUMBER OCCUPANCY GROUP: E-1
<br /> o FF FINISHED FLOOR 8 HARDWARE GROUP NUMBER A�ENTION: KEITH STEFANSON
<br /> FH FIRE HYDRANT STRUCT STRUCTURAL stefansonki�mukilteo.wednet.edu PERMIT SET 6/04/19
<br /> �� AREA OF WORK:
<br /> � � FIN FINISH SUSP SUSPENDED 425-356-1330 R� PERMIT REVISION 1 7/19/19
<br /> 0 o SVF SHEET VINYL FLOORING BUILDING AREAS ON SITE: _
<br /> Q � FLR FLOOR 2,550 SF +/- (INCLUDES 1 PORTABLE + RAMP/STAIR � ���� '
<br /> � .o FRP FIBERGLASS REINFORCED PLASTIC SWC SPECIAL WALL COATING 1'HESE��C' q N C E C.` � �
<br /> A R C H I T E C T: S C R A R C H I T E C T S S Y S T E M + A S P H A L T P A T H + A D D I T I O N A L R A M P S Y S T E M) �Q�C
<br /> -- � FT FOOT OR FEET BUILDING GROSS AREAS: AppROV E D .. . �:
<br /> N 1916 PIKE PLACE, SUITE 12-367 � AL, � '��-•
<br /> ��� FTG FOOTING TB TACK BOARD OR TOWEL BAR SEATTLE, WA 98101 MAIN SCHOOL CAMPUS: 53,267 SF EXISTING pUgtlC�N��K�, "�'� '
<br /> � �, T D T O W E L D I S P E N S E R ATfENTION: SCOTT CONNOR ( � S U P P R�S S I O N ELEG�R��� � �'�'
<br /> GALV GALVANIZED scott�scr-arch.com NEW WORK: PORTABLE P-1: 896 SF EXISTING ���M���IG PERMITS.
<br /> �z � T&G TONGUE AND GROVE � ) Ri
<br /> �; � GB GRAB BAR TEMP TEMPERATURE 206-458-7517 PORTABLE P-2: 896 SF (EXISTING) 0
<br /> � � TME TO MATCH EXISTING FOR THE PURPOSE OF CODE REVIEW, THIS PORTABLE SCHOOL
<br /> 0 3 GFB GYPSUM FIBER BOARD TOIL TOILET L E G E N D PROJECT DESCRIPTION: ONE NEW PORTABLE CLASSROOM BUILDING CIASSR00M BUILDING SHALL BE CONSIDERED AS A PORTION PORTABLE P-3: 896 SF (EXISTING)
<br /> �� � GL GLASS AT EXISTING ELEMENTARY SCHOOL. OF A CLUSTER OF PORTABLES WITH AN AGGREGATE AREA NOT Addit�onal Permits Are �teq�i�'� '
<br /> �, ,� TOM TOP OF MASONRY PORTABLE P-4: 896 SF (EXISTING)
<br /> GM GWB GLASS MAT GYPSUM WALL BOARD TO EXCEED 6000 SF. PER WAC AMENDED IBC (2015) SECTION �or This Project To Inclu���.
<br /> TOP TOP OF PLATE ESTIMATED PROJECT VALUE: $16,500 PORTABLE P-5: 896 SF (EXISTING)
<br /> a � GV GATE VALVE 903.2.3, EXCEPTION 2; PORTABLE SCHOOL CLASSROOMS WITH
<br /> TOS TOP OF STEEL CONCRETE STEEL
<br /> 0 3 GWB GYPSUM WALL BOARD TP TEST PIT ,��.°:•�.. � ACTIVIT►ES oN SITE: NORMAL ELEMENTARY EDUCATION & AN OCCUPANT LOAD FROM 51 THROUGH 98, CALCULATED IN PORTABLE TOILETS: 290 SF (EXISTING) S rini�i�r
<br /> GYP GYPSUM IC1t' e ACTIVITIES ACCORDANCE WITH TABLE 1004.1.2 AND PROVIDED WITH TWO C� Plumbing ❑ P
<br /> a � TPH TOILET PAPER HOLDER C 9 � PORTABLE P-6 P-7: 1 792 SF NEW
<br /> �, / � � ) • e Fire Aia��`�
<br /> � �o TFMR TRANSFORMER MEANS OF DIRECT INDEPENDENT EXTERIOR EGRESS FROM EACH � Mechan�c�� ,��
<br /> y Q HB HOSE BIBB scale� HOURS OF OPERATION: APPROX. 7:00 AM - 10:00 PM CLASSROOM IN ACCORDANCE WITH CHAPTER 10 AND ONE EXIT
<br /> HC HANDICAPPED TW TACK WALL / / GLASS � Ele�tri�a�
<br /> �� r H D H A N D D R I E R T Y P T Y P I C A L � � S I T E A D D R E S S: H O R I Z O N E L E M E N T A R Y F R O M E A C H C L A S S R O O M S H A L L B E A C C E S S I B L E, P R O V I D E D TOTAL GROSS AREA
<br /> � � HDBD HARDBOARD � CONCRETE 222 WEST CASINO ROAD THAT THE AGGREGATE AREA OF ANY CLUSTER OF PORTABLE (WITH NEW AND EXISTING PORTABLES): 59,829 SF
<br /> �, UPC UNIFORM PLUMBING CODE CLASSROOMS DOES NOT EXCEED 6,000 SQUARE FEET; AND
<br /> � � HDWD HARDWOOD UG UNDERGROUND (small � � � EqRTH EVERETf, WASHINGTON 98204 CLUSTERS OF PORTABLE SCHOOL CLASSROOMS SHALL BE
<br /> �� o HM HOLLOW METAL UL UNDERWRITERS LABORATORY scale� ������i���i� �n_ PROJECT SCOPE: SEPARATED AS REQUIRED BY THE BUILDING CODE ARE EXEMPT FULL CAMPUS TOILET COUNT PORTABLE AREA TOILET COUNT ,
<br /> i � �Ji� ��
<br /> a� HO HOLD OPEN � FROM FIRE SPRINKLER REQUIREMENTS OF 903.2.3.
<br /> � � UNFIN UNFINISHED _.,�, �
<br /> � HR HOUR disturbed 829 / 100 = 598.29 ASSUMED OCCUPANTS 6562 / 100 = 65.62 ASSUMED OCCUPANTS �g�� ��Y��'
<br /> � a UON UNLESS OTHERWISE NOTED � WORK UNDER THIS CONTRACT INCLUDES THE DELIVERY OF ONE 59, •
<br /> � .� HT HEIGHT UP UTILITY POLE GRAVEL DOUBLE CLASSROOM PORTABLE BUILDING ON SITE AND INCLUDES R� 598.29 / 2 = 300 MALE AND 300 FEMALE 65.62 / 2 = 33 MALE AND 33 FEMALE
<br /> 0 o HW HOT WATER UV UNIT VENTILATOR Q - EARTH FOUNDATION WORK, MINOR SITE WORK AND ELECTRICAL PROVISIONS. NEW PORTABLE TO BE ONE NEW CLUSTERS ON SITE. SEE A1.01.
<br /> � a� HWG HIGH WALL GRII.LE - 'i ELECTRICAL PROVISIONS INCLUDE POWER, FIRE ALARM, DATA AND MALE - 1 WC OR URINAL PER 35 OCCUPANTS MALE - 1 WC OR URINAL PER 35 OCCUPANTS
<br /> � H W H H O T W A T E R H E A T E R V N R V E N E E R = � �f i���
<br /> �� 3 HWR HOT WATER REfURN VCT VINYL COMPOSITION TILE WOOD COMMUNICATIONS CABLING. ADDITIONAL RAMP INSTALLED FOR THE NEW CLUSTER IS COMPRISED OF: 300 / 35 = 8.57 ASSUME 9 FIXTURES REQ'D FOR MALES 33 / 35 = .94 ASSUME 1 FIXTURES REQ'D FOR MALES C O V E R S H E E T
<br /> ��'�� HWS HOT WATER SUPPLY VEST VESTIBULE � milled P O R T A B L E A R E A A D A A C C E S S. P O R T A B L E P-6/P-7
<br /> C � . � FEMALE - 1 WC PER 25 OCCUPANTS FEMALE - 1 WC PER 25 OCCUPANTS SCALES AS NOTED
<br /> a a HWT HOT WATER TANK VG VERTICAL GRAIN � PLYWOOD SITE DATA: (64 X 28 NOMINAL FOOTPRINT, 1,660 S.F. OCCUPIABLE AREA 300 / 25 = 12 ASSUME 12 FIXTURES REQ'D FOR FEMALES 33 / 25 = 1.32 A�SUME 2 FIXTURES REQ'D FOR FEMALES
<br /> � � IBC INTERNATIONAL BUILDING CODE �F VINYL WALL FABRIC WOOD AND 84 OCCUPANTS AS PERMITTED THROUGH L AND I)
<br /> � �
<br /> � IFC INTERNATIONAL FIRE CODE W WEST (framing) SITE JURISDICTION: CITY OF EVERETT
<br /> .� o ID INSIDE DIAMETER W/ WITH � ASPHALT EXISTING WC/URINAL FIXTURE COUNT: EXISTING WC/URINAL FIXTURE COUNT:
<br /> IE INVERT ELEVATION W/0 WITHOUT (large BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE
<br /> � �`� INSUL INSULATION WB WHITE BOARD INSULATION GIRLS BATHROOMS: 18 WC GIRLS BATHROOMS: 3 WC
<br /> � � scale� ZONING: R 3 BOYS BATHROOMS: 7 WC, 12 URINALS BOYS BATHROOMS: 2 WC, 2 URINALS
<br /> INT INTERIOR WD WOOD (rigid) TAX PARCEL : 28041300102100 UNISEX BATHROOMS: 2 WC
<br /> c � INV INVERT WIN WINDOW #
<br /> `° � _- HEALTH BATHROOM: 1 WC TOTAL FEMAI.E WC FIXTURES = 3 tN COMPLIANCE
<br /> a � WGL WIRE GLASS � ASPHALT LOT AREA: 19.05 ACRES MALE STAFF BATHROOMS: 2 WC TOTAL MALE WC/URINAL FIXTURES = 4 IN COMPLIANCE
<br /> � � JST JOIST INSULATION
<br /> WM WATER MAIN (small FEMALE STAFF BATHROOM: 2 WC
<br /> o Q J T J O I N T WP WEATHERPROOF (ba tt�
<br /> � � KIT KITCHEN WR WASTE RECEPTACLE scale) PLANNED OCCUPANCY: TOTA� FEMALE WC FIXTURES = 21.5 IN COMPLIANCE ■
<br /> � � KPL KICK PLATE WT WEIGHT SEPTEMBER, 2019 T O T A L M A L E W C/U R I N A L F I X T U R E S = 2 2.5 I N C O M P L I A N CE
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