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ABBREVIATIONS APPROVED BY:
<br /> SYMBOLS PROJECT DIRECTORY '�'t'°►S
<br /> � ANGLE FLUOR FLUORESCENT PS PAINT SYSTEM NDO WINDOW SYMBOL Date
<br /> � CENTEfl LINE FM FACTORY MUTUAL PSF POUNDS PER SQUARE FOOT ARCH(TECT/CONTACT: CRAFT ARCHITECTS, PLLC. CONTACT: NADEZHDA AZAROVA
<br /> s� DIAMEI ER OR ROUND FOC FACE OF CONCREfE PSI POUNDS PER SQUARE INCH A
<br /> 2505 THIRD AVE, STE. 324 PHONE: (206) 720-7001
<br /> NUMBER OR POUND FOF FACE OF FINISH PT PRESSURE TREATED A INTERIOR ELEVATION(S) SEATTLE, WASH�NGTON 98121 EMAIL: NADIA�CRAFTARCHITECTS.COM
<br /> � PENNY FOIC FURNISHED BY OWNER PTD PAPER TQWEL DISPENSER
<br /> 1 PERPENDICULAR INSTALLED 8Y CONTRACTOR PTD/R PAPER TOWEL DISPENSER � AX.X Br'-ELEVATION IDENTIFlCATION
<br /> � P�� F010 FURNISHED BY OWNER AND RECEPTACLE COLUMN LINE/GRID LINE OWNER: SEAWAY WEST, LLC CONTACT: GREG BERTCH ����� ��Y Y�1 . '
<br /> INSTALLED BY OWNER PTN PARTITION SHEET WHERE ELEVATION IS
<br /> DRAWN C/0 BERTCH CAPITAL PARTNERS PHONE:
<br /> ANCHOR BOLT FOS FACE OF STUD PTR PAPER TOWEL RECEPTACLE 8210-164TH AVE NE, SUITE 200 EMAIL: GBERTCH�BERTCHCAPITAL.COM
<br /> AC ACOUSTICAL FS FULL SIZE PVMT PAVEMENT REDMOND, WASHiNGTON 98052
<br /> A/C AIR CONDITIONING � ��
<br /> ACP ACOUSTICAL CEILING PANEL FTG FOOTING QT QUARRY TILE DOOR/RELITE NUMBER �T� ROOM IDENTIFICATION TENANT: TERRAPOWER CONTACT: JEFF LATKOWSKI, PH.D.
<br /> ACT ACOUSTICAL TILE FTIC FURNISHED BY TENANT CORRESPONDS TO ROOM ENTERING T��� RQOM NAME 330 120TH AVENUE NE, SUITE 100 PHONE: (425) 677-2975
<br /> ADH ADHESIVE INSTALLED BY CONTRACTOR R RISER 1078 TITLE3 BELLEVUE, WA 98005 EMAIL: JLATKOWSKI�TERRAPOWER.COM
<br /> ADJ ADJACENT FTIO FURNISHED BY TENANT RA RETURN AIR ---- ROOM #--- ROOM N0.
<br /> AF ACCESS FLOOR INSTALLED BY OWNER RAD RADIUS
<br /> AFF AT/ABOVE FINISH FLOOR FURR FURRING R&S ROD & SHELF OX KEY NOTE GENERAL CONTRACTOR: COMPEfITIVE BID CONTACT: TBD a r C I1 1 t E C t S
<br /> AHJ AUTHORITY HAVING JURISDICTION FUT FUTURE RB RESIUENT BASE +$'- FINISHED CEILING HEIGHT PHONE:
<br /> AL ALUMINUM FUTURE- FUTURE ROUGH IN ONLY RCP REFLECTED CEILING PLAN EMAIL:
<br /> ALT ALTERNATE 2505 Third Avenue
<br /> RIO RD ROOF DRAIN Suite 324
<br /> AP ACCESS PANEL RD/0 ROOF DRAIN OVERFLOW � PARTITION TYPE PROPERTY LINE
<br /> APC ACOUSTICAL PANEL CEILING GA GAGE Seattle, WA 98121
<br /> REBAR REINFORCING BAR
<br /> APPROX APPROXIMATE GALV GALVANIZED REF REFERENCE N
<br /> ARCH ARCHffECTURAL GB GRAB BAR REFR REFRIGERATOR X REl/ISION NUMBER _� N
<br /> ASPH ASPHALT GC GENERAL CONTRACTOR REINF REINFORCED REVISION �g NEW OR FINISHED CONTOURS VICINITY MAP 206.720.7001 phone
<br /> BD BOARD GL GLASS OR GLAZING REQ'D REQUIRED SITE BUILDING PLAN 206.720.2949 fax
<br /> CLOUD AROUND REVISION �
<br /> BEfW BEiWEEN GLB GLU-LAM BEAM REV REVISION / EXISTING CONTOURS NTS NTS
<br /> BLK BLOCK GND GROUND RH RIGHT HAND OR ROBE HOOK �1 www.crafta rch itects.com
<br /> BLDG BUILDING GR GRADE RESIL RESILIENT MATCH LINE
<br /> BM BEAM GWB GYPSUM WALL BOARD RM ROOM p
<br /> BRG BEARING RO ROUGH OPENING - - SHADED PORTION IS THE SIDE �5' -
<br /> HB HOSE BIB CONSIDERED �'
<br /> BOT BOTTOM HC HOLLOW CORE OR HANDICAP RT RESILIENT TILE �' TOP OF WALL
<br /> BSMT BASEMENT RUB RUBBER F �-�� N
<br /> BUR BUILT UP ROOF HDR HEADER RW RAIN WATER WORK POINT, CONTROL POINT
<br /> HDWD HARDWOOD RWL RAIN WATER LEADER � � OR DATUM POINT �6� -
<br /> W
<br /> HDWE HARDWARE �G• TOP OF CURB � . �
<br /> HM HOLLOW MEfAL � , I � �
<br /> ..;
<br /> 3�
<br /> .
<br /> ABINET HORIZ HORIZONTAL S SOUTH 4
<br /> CB CATCH BASIN SC SOLID CORE 1492 EQUIPMENT NUMBER � ��
<br /> CBU CE�IENTITIOUS BACKER UNIT HR HQUR SCD SEAT COVER QISPENSER �� _�,T, _
<br /> CEM CEMENT HT HEIGHT SCHD SCHEDULE �5�` TOP OF PAVEMENT -$ �� �
<br /> BUILDING SECTION .�Q• , �,__.
<br /> CER CERAMIC �� HEATING 5D SOAP DISPENSER _4 I _ �
<br /> CFM CUBIC FEEf PER MINUTE HVAC HEATING/VENTILATION/ SECT SECTION X
<br /> CFf CONDUCTIVE FLOOR TILE N R C O N D I T I O N I N G SF SQUARE FEEf A X. S E C T I O N I D E N T I F ICATION } � � " . �
<br /> CG CORNER GUARD HWH HOT WATER HEATER SHTG SHEATHING SHEET WHERE SECTION IS DRAWN - � Q O
<br /> , ,
<br /> C H B D C H A L K B O A R D SIM SIMILAR � . - � � > N
<br /> CI CAST IRON �B� INTERNATIONAL BUILDING CODE SNK SINK PN��THT ►� ' ,�-� J
<br /> _
<br /> C J T C O N T R O L J O I N T ID IDIMENS ONM�R/ S� S E A L E R N � (�
<br /> � IEC INTERNATIONAL ELECTRIC PROJECT NORTH -=� � � �
<br /> CLF CHAIN LINK FENCE SND SANITARY NAPKIN � �
<br /> LG CEILING CODE COUNCIL DISPENSER DEfAIL SECTION ' � > �
<br /> CJ CONSTRUCTION JOINT SNR SANITARY NAPKIN X ... . - 'i �--t� O Q
<br /> CLK CAULKING IFC INTERNATIONAL FIRE CODE RECEPTACLE AX.X SECTION IDENTIFICATION
<br /> IG INSULATED GLAZING ' � o a
<br /> CLO CLOSET SPEC SPECIFICATION �y_i_ �
<br /> _ - � � �
<br /> CLR CLEAR �NM INCH��D HOLLOW ME7AL SQ SQUARE SHEEf WHERE SECTION IS DRAWN g�_p^ DENOTES CHANGE IN �
<br /> CMU CONCREfE MASONRY UNIT INCL INCLUDE SST STAINLESS STEEL �,_�„ ELEVATION � � � �
<br /> CNTR COUNTER SSK SERVICE SINK � � �
<br /> INSUL INSULATION � -
<br /> CO CLEANOUT �M INTERIOR ST STONE/STONE TILE
<br /> COL COLUMN IPC INTERNATIONAL PLUMBING CODE STA STATION � � � �
<br /> CONC CONCREfE STC SOUND TRANSMISSION DEL4L OR ENLARGFf� p�N PT TAX PARCEL # � Z �
<br /> CONSTR CONSTRUCTION ��S X - FlNISH SYM80L PROJECT DESCRIPTION T-
<br /> CONT CONTINUOUS ,� JO NIT�R STD STANDARD � X DETAIL IDENTIFICATION 2 2804030040d300 W a �
<br /> CORR CORRIDOR STL STEEL SHEET WHERE DEfAIL IS DRAWN TENANT ALTERATION CONSISTING OF ADDITION OF NEVY: Z (� W
<br /> CPT CARPET KIT KITCHEN STOR STORAGE - TWO-STORY OFFICE SPACE �
<br /> CT CERAMIC TILE KO KNOCK OUT STRL STRUCTURAL LEGAL DESCRIPTION - RES��H ,�o �S�N� �B SPA�E
<br /> CTR CENTER SUSP SUSPENDED - (2) SINGLE OCCUPANCY TOILEf ROOMS AND SHOWERS PER SEPA �
<br /> KS KNEE SPACE RATE PERMIT
<br /> CY CUBIC YARD SV SHEET VINYL GENERAL NOTES / yy�, � #1807033
<br /> SYM SYMMETRICAL A PORTION OF THE NW1 4, NE1/4, SE1/4, AND S OF THE SE1 4 OF SEC. 3, TWP. W
<br /> LAM LAMINATE 28 N, RGE 4 EAST, W.M. - ADDITIONAL LAB IMPROVEMENTS WILL BE PERMITfED IN THE FUTURE
<br /> DBL DOUBLE �q� LAVATORY T TREAD CITI OF EVEREff, SNOHOMISH COUNTY, STATE OF WASHINGTON
<br /> DEPT DEPARTMENT / 1
<br /> V
<br /> DF DRINKING FOUNTNN(W/0 COOLER) �G BOLT TB TOWEL BAR 1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLEfELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFEfY OF ALL �
<br /> DIA DIAMETER � LINEAL FOOT T&B TOP & BOTTOM PERSONS, PROPERIY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COt�PLIANCE WITH O.S.HA. �
<br /> DIAG DIAGONAL LG LENGTH TG TEMPERED GLASS SAFEZY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF CODE ZONING INFORMATION INDEX �
<br /> DIM DIMENSION � �� �� THK THICK THE CONTRACTOR'S SAfE1Y MEASURES. OF DRAWINGS
<br /> DISP DISPENSER LINO LINOLEUM TIG TEMPERED INSULATED 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN GOVERNING BUILDING CODES: T1.1 GENERAL INFORMATION & SiTE PLAN O
<br /> DN DOWN �R LOCKER GLAZING OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BEi1NEEN DRAWINGS AND 2015 IBC T1.2 ACCESSIBILIlY GUIDELINES Permit#: B1808-oi2
<br /> DR DOOR OR DRAIN LT LIGHT TO TOP OF SPECIFICATIONS. 2015 UPC A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN Site Address: 3315 SEAWAY BLVD BLDG A
<br /> DTL DETAIL TOC TOP OF CONCREfE 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS AND OWNER FURNISHED ITEMS, WHICH ARE 2015 IFC A0.2 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN Owner: SEAWAY WEST LLC
<br /> DWR DRAWER MACH MACHINE TOP TOP OF PAVEMENT BEING DONE BY OTHERS.
<br /> MATL MATERIAL TOS TOP OF STEEL 2009 ICC�ANSI A117.1 (ACCESSIBILITY� A2.1 PARTIAL FIRST FLOOR PLAN Tenant: TERRA POWER
<br /> DS DOWNSPOUT 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL 8E NOTIFIED IMMEDIATELY OF ANY 2015 IECC A2.2 PARTIAL FIRST FLOOR PLAN App. Date: 8/9/2018
<br /> DW DISHWASHER M� MAXIMUM TOSL TOP OF SLAB DISCREPANCIES BETWEEN ACTUAL FIELD CONDffIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH REGULATIONS & ORDINANCES A2.3 PARTIAL FIRST FLOOR P(AN Pr
<br /> DWG DRAWING MECH MECHANICAL TOW TOP OF WALL DISCREPANCIES ARE RESOLVED. oposed Use: COMMERCIAL
<br /> MEZZ MQZANINE TPD TOILET PAPER DISPENSER 2015 WASHINGTON STATE AMENDMENTS A2.4 SECOND FLOOR PLAN Description: TI FOR OFFICES, LAB SPACES IN
<br /> MFR MANUFACTURER TPH TOILET PAPER HOLDER 5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR. 2015 WASHINGTON STATE ENERGY CODE A2.5 REFIECTED CEILING PLAN - PARTIAL FlRST FLOOR WAREHOU E R A
<br /> E EAST MH MANHOLE TPTN TOI�Ef PARTITION DESCRIPTNE, DEfAfLED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR RENIEW BY THE REGULATING 2015 IMC A 2.6 R E F L E C T E D C E I L I N G P L A N - P A R T I A L F I RST FLOOR �
<br /> EA EACH M I N M I N I M U M TS TUBULAR STEEL A U T H O R I T 1 E S A N D B Y T H E O W N E R/T ENANT/ARCHITECT FOR APPROVAL PRIOR T O A N Y W O R K B E I N G P E R F O R M E D. S E E S P E C I F I C A T I O N S F O R A2.7 REFLECTED CEILING PLAN - PARTIAL FlRST FLOOR
<br /> EB E X P A N S I O N B O L T REQUIREMENT FOR DESIGN BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMff FROM THE AUTHORITY HAVING JURISDIGTION FOR ZONING DISTRICT: M-1 A2.8 REFLECTED CEILING PLAN - SECOND FLOOR Reviewed B • Date: �s' `6 r,�r,�
<br /> MIR MIRROR N TELEVISION
<br /> EJ IXPANSION JOINT /
<br /> EL ELEVATION MISC MISCELLANEOUS TYP TYPICAL FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH CURRENT GOVERNING CODES. EXISTING OCCUPANCY CLASSIFlCATION: B OFFlCE S-1 �•9 POWER/COMM PLAN - PARTIAL FlRST FLOOR ,�Office Set �ob Site Set Fire Plannin Set
<br /> ( )/ (WAREHOUSE) / g
<br /> ELEC ELECTRIC MOLDING 6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVEd BY THE BUILDING OFFlCIAL. A2.10 POWER/COMM PLAN - PARTIAL FIRST FLOOR
<br /> ELEV ELEVATOR MRGWB MOISTURE RESISTANT GWB UL UNDERWRITERS LABORATORY 7• ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAI�PED TYPE OF CONSTRUCTION: 111-B A2.11 POWER/COMM PLAN - PARTIAL FlRST FLOOR
<br /> EM ENTRY MAT MTD MOUNTED UNF UNFINISHED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS-BUILl" SET OF DOCUMENTS. A2.12 POWER/COMM PLAN - SECOND FLOOR
<br /> EMER EMERGENCY �� METAL UON UNLESS OTHERWISE NOTED 8. DIMENSIONS ARE TO FACE OF STUD, CONCREfE, OR MASONRY UON. SPRINKLER SYSTEM: FULLY SPRINKLERED A3.1 EXTERIOR ELEVATIONS
<br /> ENCL ENCLOSURE OR ENCLOSED MULL MULLION UR URINAL 9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.
<br /> 10. WHEN CONSTRUCTION DEfAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DEfAILS SHALL BE THE SAME AS FOR OTNER SIMILAR FLOOR AREAS: A5•1 INTERIOR ELEVATIONS & DETAILS 7p�Z
<br /> P ELECTRICAL PANEL N NORTH VAR VARIES WORK. �F QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. OFFICE - 1 ST FLOOR NEW A5.2 INTERIOR ELEVATIONS & DEfAILS REGISTEREp
<br /> EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT VCT VINYL COI�POSITION TILE 11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DEfAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START � � �B� 5,265 SQ Ff A5.3 ENLARGED PLAN STAIR/SECTION ARCHITECT
<br /> EPX EPDXY VERT VERTICAL OFFICE - 2ND FLOOR (NEW) (B) 4,746 SQ Ff A5.6 ENLARGED PLAN ELEVATOR/SECTION
<br /> EQ EQUAL NOM# NOMBNAL OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT. R
<br /> EQUIP EQUIPMENT VEST VESTIBULE 12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED ESEARCH/TESTING LAB (NE1N) (B) 9,154 SQ FT A6.1 DOOR & FINISH SCHEDULES
<br /> NTS NOT TO SCALE VIN VINYL AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES. WAREHOUSE (EXISTING) (S-1) 45,616 SQ FT A6.2 ROOM FINISH SCHEDULE � . CR
<br /> EST ESTIMATE OA OVERALL VWC VINYL WALL COVERING A8.1 WALL TYPES STATE �
<br /> EX EXPANSION 13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. TOTAL FLOOR AREA: 64,781 SQ FT OF HINGTON
<br /> EXIST D(ISTING OC ON CENTER 14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRNATE. ��2 WALL & CEILING DETAILS
<br /> EXT EXTERIOR OD OUTSIDE DIAMEfER/ W WEST 15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10'-0° O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES A8.3 CASE4VORK DEfAILS
<br /> DIMENSION W� W�H CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION,
<br /> FA FIRE ALARM OFF OFFlCE W/O WITHOUT S1.0 STRUCTURAL GENERAL NOTES Submittals/Revisions:
<br /> FBO FURNISHED BY OTHERS OH OVERHEAD WC WATER CLOSEf 16. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION. S1.1 STRUCTURAL GENERAL NOTES
<br /> FCIC FURNISHED BY CONTRACTOR OPH OPPOSITE HAND WD WOOD 17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: S1.2 STRUCTURAL SPECIAL INSTRUCTIONS
<br /> INSTALLED BY CONTRACTOR OPNG OPENING WF WIDE FLANGE THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITEGT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, S2.0 STRUCTURAL FOUNDATION PLAN FOR PERMIT 0$/08/2018
<br /> FCTY FACTORY OPP OPPOSITE WG WIRE GLASS (AND IS UNABIE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM S2.1 STRUCTURAL MEZZANINE FRAMING PLAN
<br /> FD FLOOR DRAIN PERP PERPENDICULAR WHSE WAREHOUSE PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED T0, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND S3.0 STRUCTURAL FOUNDATION DETAILS FOR BID 08�16/2018
<br /> FDN FOUNDATION PFN PREFINISHED WP WATER PROOF RELATED TO THE INVESTIGATION DEtECTION. S4.0 STRUCTURAL MEZZANINE FRAMING DEfAILS
<br /> FE FIRE EXTINGUISHER pL PLATE OR PROPERTY LINE WR WATER RESISTANT
<br /> FEC FlRE EXTINGUISHER CABINET p�qM PLASTIC LAMINATE WSCT WAINSCOT
<br /> FF FACTORY FINISH PLYWD PLYWOOD � WEIGHT
<br /> FIN FlNISH � PERMIT CORRECTION 10/22/2018
<br /> PNL PANEL XFMR TRANSFORMER ;w�iu,idUn+�y b`w;y� ���: �;_:, 6�a� � ��;".
<br /> , For Th�s Pro�ec4 To Inciu��
<br /> ._. � ,, -� --. -iAV�� ��l:ll tit�:lV
<br /> FLOOR PNT PAINT YD YARD ""a�rr �� i OR TNE iSSUANCE OF � S f1l�k��&` ' . � � �
<br /> FLG FLASHING PR PAIR f RKS, MFCHANICAI, FlR� � Plumt�ing Q � } :s-.-_. �,� � :.' '',, ;.. ;:
<br /> � ��;ii��`kESSION,ELECTRICAL QR �llech�nic ! x Fire Alarr� _ ,f �� . �-'
<br /> PLUMBING FIXTURE REQ S � a � ` � r �� �� � �
<br /> �=LUMBING pERMiT� '� t i �, : :� �, .. :�
<br /> � ;��°� ;{.:: �..�. .a _�._
<br /> PARKING REQUIREMENTS SEPARATE P ,� ` �� ��'� �� lF����.-�����
<br /> OCCUPANCY WATER CLOSETS/URINALS LAVATORIES ERMIT SUBMITTALS
<br /> USE LOAD RATIO MALE FEMALE SINGLE RATIO MALE FEMALE SINGLE DF RATIO ELECTRICAL, MECHANICAL, PLUMBING, FlRE ALARM, SPRINKLER, BUILDING SIGNAGE AND
<br /> OCCUPANCY OCCUPANCY ,
<br /> 1 Q,011 SQ FT OFFlCE � 1/400 = 25.03 STALLS RACKING WORK.
<br /> OFFICE � PER 25 1 PER 40 9,154 SQ FT RESEARCH/TESTING LAB � 1/600 = 15.26 STALLS Sheet Title: GENERAL INFORMATION
<br /> % FIRST 50; 50.5 - 50.5 - FIRST 80; 50.5 - 50.5 - 45,616 SQ Ff WAREHOUSE 0 1/1,000 = 45.62 STALLS LIGHTING REQUIREME
<br /> � '- �B) ��� THEN 1 PER 50 2.01 REQ 2.01 REQ THEN 1 PER 80 1.26 REQ 1.26 REQ NTS
<br /> & SITE PLAN
<br /> � EXCEEDING 50 TOTAL STALLS REQUIRED = 86 STALLS SCOPE OF WORK TO MEEf OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER
<br /> � 1 ' �� OCCUPANT �CEEDING 80 1 FOR ANY
<br /> OCCUPANT OCCUPANCY ACGESSIBLE STALLS REQUIRED = 4 STALLS ATTACHED WSEC SPREADSHEEf Date: 08�08/2018
<br /> � LOADS OF 15 LOADS OF 15 EXCEEDING 30 FOR
<br /> w RESEARCH 1 PER 25 OR LESS CAN 1 PER 40 OR LESS CAN THE FIRST 150
<br /> W FIRST 50; 46 - 46 - BE SERVED FIRST 80; 46 - 46 - BE SERVED OCCUPANTS; 1 TOTAL STALLS PROVIDED = 105 STALLS Design:
<br /> � AND TESTING 92
<br /> ; �B� THEN 1 PER 50 1.84 REQ 1.84 REQ WITH ONE THEN 1 PER 80 1.15 REQ 1.15 REQ WITH ONE ADDITIONAL FOR ACCESSIBLE STALLS PROVIDED = 5 STALLS ENERGY REQUIREMENTS Drawn:
<br /> ° EXCEEDING 50 RESTROOM EXCEEDING 80 RESTROOM EACH 500
<br /> OCCUPANTS SCOPE OF WORK TO MEET OR D(CEED CURRENT WA STATE ENERGY REQUIREMENTS PER
<br /> ~ WARESOUSE 92 � pER 100 1 PER 100 ATTACHED WSEC SPREADSHEEf Pro ec 18-076.05
<br /> � � 46 - 46 - 46 - 46 -
<br /> j t No:
<br /> � .46 REQ .46 REQ .46 REQ .46 REQ WAREHOUSE TO BECOME FULLY CONDITIONED PER SEPARATE PERMIT 1807033.
<br /> � # Approved: KCR
<br /> �
<br /> � SUBTOTALS 285 ���� ��; ��4 � �� ���.,
<br /> m r � �
<br /> , ,.� ,��
<br /> REQUIRED TOTALS i� Building No:
<br /> � 4.31 � 4.31 - -
<br /> � 2.87 2.87
<br /> � 2
<br /> N TOTAL PROVIDED 6 6 _ 5 � - 2
<br /> Sheet No:
<br /> 0
<br /> .
<br /> COPYRIGHT CRAFT ARCHITECTS 2018
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