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HomeMy WebLinkAboutP_Land_Use_Drawing_Set_Complete_190916_v1© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONLAND USE PERMIT APPLICATION 2019.09.16G0.00Cover Sheet1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16CITC HEADQUARTERS1300 Bronson Way N. Renton,WA 98057A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION GENERAL PROJECT NOTES:1. THE BUILDING UNDER THIS CONTRACT INCLUDING ALL CONNECTIONS AND INTERCONNECTIONS WITHIN A SYSTEM AND BETWEEN SYSTEMS TO PROVIDE A COMPLETE OPERATING RESIDENCE. THE CONTRACTOR IS RESPONSIBLE FOR THE PROVISION AND COORDINATION OF ALL "DESIGN-BUILD" CONTRACTORS, SUBCONTRACTORS, AND OTHER TRADES AND SERVICES, AND ANY OTHER PROVISIONS REQUIRED TO PROVIDE THE OWNER WITH A FINISHED, FULLY OPERATING BUILDING UPON COMPLETION OF THE WORK. 2. THE CONTRACTOR SHALL REVIEW ALL APPLICABLE BUILDING, ZONING, AND ENERGY CODES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLYING WITH THE CURRENT EDITION OF THE INTERNATIONAL RESIDENTIAL CODE AS AMENDED AND ADOPTED BY LOCAL JURISDICTION. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT EDITIONS OF THE INTERNATIONAL MECHANICAL & ELECTRICAL CODE, WASHINGTON STATE ENERGY CODE, LOCAL JURISDICTION LAND USE CODE, AND ANY OTHER APPLICABLE CODE DURING THE PERFORMANCE OF THE WORK.3. THE CONTRACTOR SHALL PERFORM ALL ASPECTS OF THE WORK IN COMPLIANCE WITH THESE DOCUMENTS UNLESS A CONFLICT WITH THE GOVERNING CODES AND ORDINANCES IS IDENTIFIED. IN THE CASE OF A CONTRACTOR IDENTIFIED AREA OF NON-COMPLIANCE WITH GOVERNING CODES, THE CONTRACTOR SHALL BRING THAT AREA TO THE ATTENTION OF THE ARCHITECT. ANY PERCEIVED ERRORS, OMISSIONS, OR DISCREPANCIES IN THEPROJECT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. INTERPRETATION OF THE PROJECT DOCUMENTS SHALL BE DONE BY THE ARCHITECT ONLY.4. THE CONTRACTOR SHALL CORRELATE AND CONFIRM ALL QUANTITIES AND DIMENSIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELDVERIFY ALL PROJECT DIMENSIONS AND DETAILS PRIOR TO RELATED WORK AND THE FABRICATION OF MATERIALS INSTALLED AS PART OF THIS PROJECT. EXISTING DIMENSIONS AND DETAILS THAT CONFLICT WITH THESE DOCUMENTS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT. THE CONTRACTOR SHALL, IF REQUIRED, SUPPLY DIMENSIONS AND DETAILS IN DOCUMENTATION OF AREAS OF THE EXISTING CONSTRUCTION THAT VARY FROM THESE DOCUMENTS.5. THE CONTRACTOR SHALL REVIEW AND SIGN ONE SET OF CONSTRUCTION DOCUMENTS AT THE START OF WORK TO SIGNAL HIS ACCEPTANCE OF THE PROJECT CONDITIONS. ONE (1) SIGNED SET OF COSTRUCTION DOCUMENTS SHALL BE KEPT ON SITE AT ALL TIMES IN A LOCATION ACCESSIBLE TO THE OWNER, THE CONTRACTOR, HIS SUBCONTRACTORS, AND THE ARCHITECT.6. THESE DOCUMENTS SPECIFY SPECIFIC MANUFACTURERS, PRODUCTS, AND ASSEMBLIES. IN ALL CASES, THE PRODUCT SPECIFIED SHALL BE USED OR INCORPORATED INTO THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND FOLLOWING THE MANUFACTURER’S RECOMMENDATIONS FOR THE STORAGE, USE, INSTALLATION, ADJUSTMENT, AND CLEANING OF A PRODUCT USED IN THE PROJECT.7. THE CONTRACTOR SHALL PROVIDE SAMPLES OF ALL FINISHES SPECIFIED FOR THIS PROJECT PRIOR TO ORDERING OR FABRICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUBMISSION OF SHOP DRAWINGS REQUIRED BY THESE DRAWINGS OR THE PROJECT SPECIFICATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT IN A TIMELY MANNER ALLOWING SUFFICIENT TIME FOR SHOP DRAWING REVIEW AND CORRECTION BY THE ARCHITECT AND THE FABRICATION OF THE SPECIFIED PRODUCT IN CONFORMANCE WITH THE OVERALL PROJECT SCHEDULE. DO NOT PROCEED WITH THE FABRICATION OF AN ITEM REQUIRING SHOP DRAWINGS WITHOUT THE ARCHITECT'S REVIEW AND ACCEPTANCE.8. THE ARCHITECT/OWNER WILL SECURE THE MAIN BUILDING PERMIT FOR THIS PROJECT. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS ARE RESPONSIBLE FOR SECURING & PAYING FOR ALL REQUIRED SUB-PERMITS. THE CONTRACTOR SHALL ARRANGE FOR AND CONDUCT ALL REQUIRED BUILDING, MECHANICAL, ELECTRICAL, AND ENERGY INSPECTIONS AS THE PROJECT PROGRESSES, TAKING CARE TO KEEP PORTIONS OF THE WORK UNCOVERED FOR REVIEW UNTIL THE INSPECTOR HAS APPROVED THAT PORTION OF THE WORK. THE CONTRACTOR SHALL FURNISH CERTIFICATE OF OCCUPANCY FOR THE NEW WORK SUBSEQUENT TO FINAL INSPECTIONS BY LOCAL CODE ENFORCEMENT OFFICIALS.PROJECT INFORMATIONADDRESS:1300 BRONSON WAY N. RENTON, WASHINGTONTAX ASSESSOR PARCEL NUMBERS:1352300005, 1352300025, 1352300045, 1352300050, 1352300060, & 1352300071PROJECT NUMBER:NOT ASSIGNEDPROJECT DESCRIPTION:ADAPTIVE REUSE OF EXISTING 32,681SF BUILDING, WITH NEW SECOND LEVEL ADDITION INCLUDING A FULLY SCREENED ROOFTOP MECHANICAL AREA AND (4) ROOF DECK AREAS. SITE WORK INCLUDES NEW SURFACE PARKING LOT, LANDSCAPING AREAS, PUBLIC PLAZA, STREET AND PARKING LOT LIGHTING, NEW SIDEWALKS AND CURBS, UTILITY UNDERGROUNDING AND STREET REPAVING/ RESURFACING.LEGAL DESCRIPTION:LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON.TOTAL LOT AREA:65,175.62 SF (1.496 ACRES)PROJECT DIRECTORY:OWNER:CITC OF WASHINGTON1930 116TH AVE NEBELLEVUE,WA 98004CONTACT: HALENE SIGMUNDHALENE@CITCWA.COM(425) 454-2483 (PH)ARCHITECT:RHODES ARCHITECTURE + LIGHT4218 SW ALASKA ST, SUITE GSEATTLE,WA 98116RHODESARCHITECTURE.COMCONTACT: TIM RHODES, AIAOR JOSH MEHARRY,AIA(206) 933-1257 (PH)TIM@RHODESARCHITECTURE.COMJOSH@RHODESARCHITECTURE.COMLANDSCAPE DESIGNER:ERIN LAU DESIGN100 NE NORTHLAKE WAY SUITE 200SEATTLE, WA 98015WWW.ERINLAUDESIGN.COMCONTACT: ERIN LAU(206) 473-2332 (PH)ERIN@ERINLAUDESIGN.COMSURVEYOR:TERRANE10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004WWW.TERRANE.NETCONTACT : DANNY SLAGERDANNYS@TERRANE.NET(425) 233-6088 (PH)GEOTECHNICAL ENGINEER:GEOTECH CONSULTATNTS, INC.13246 NE 20TH ST #16BELLEVUE, WA 98005WWW.GEOTECHW.COMCONTACT: ROB WARD(425) 747-5618 (PH)(425) 747-8561 (FAX)ROBW@GEOTECHW.COMCIVIL ENGINEER:HL ENGINEERINGWWW.HL.ENGINEERING5900 4TH AVE SOUTH, SUITE 204,SEATTLE, WA 91808CONTACT: PATRICK HANSEN-LUND,P.E.(858) 581-0754 (PH)PATRICK@HL.ENGINEERINGSTRUCTURAL ENGINEER:SWENSON SAY FAGET ENGINEERING932 BRAODWAY AVENUETACOMA,WA 98402WWW.SWENSONSAYFAGET.COMCONTACT: RYAN REICHMAN, P.E.(253) 284-9470 (PH)(253) 284-9471 (FAX)RREICHMAN@SWENSONSAYFAGET.COMGENERAL CONTACTOR:MARPAC CONSTRUCTION1225 S. WELLER STREET, SUITE 500SEATTLE, WA 98144WWW.MARPAC.NETCONTACT: RUSS WILLIAMS(206) 329-4992 (PH)RUSSW@MARPAC.NETLIGHTING DESIGNER:RUSHING1725 WESTLAKE AVE N, STE 300SEATTLE, WA 98109 WWW.RUSHINGCO.COMCONTACT : ANNIE HARTWOODANNIEH@RUSHINGCO.COM(206) 462-7100 (PH)SPECIFICATIONS:TECHINCAL RESOURCE CONSULTANTS INC.2315 SOUTH TEKOASPOKANE, WA 99203WWW.TRC-CONSULTANTS.COMCONTACT : SHERRY HARBAUGHSHERRY@TRC-CONSULTANTS.COM(509) 456-6525 (PH)MECHANICAL (DESIGN/ BUILD):CONTACT : ELECTRICAL (DESIGN/ BUILD):CONTACT : PLUMBING (DESIGN/ BUILD):CONTACT : FIRE (DESIGN/ BUILD):CONTACT : CODE/ ACCESSIBILITY:HOLMES FIRE600 1ST AVE, SUITE 205ASEATTLE, WA 98104 WWW.HOLMESFIRE.COMCONTACT : ANDY LIANTOANDY.LIANTO@HOLMESFIRE.COM (206) 709-5068 (PH)SYMBOLS AND ABBREVIATIONS:1View Name1/8" = 1'-0"DRAWING TITILEDRAWING SCALE ACOLUMN GRID LAYOUT LINES1A101SIMBUILDING SECTIONA1011SIMDETAIL REFERENCE101DOOR TAG1A101SIMWALL SECTIONA101RefINTERIORELEVATION TAGROOM TAGSPOT ELEVATIONXXXX'1iWALL TAG1iWINDOW TAG1iSTOREFRONT TAGMTLKEYNOTE TAG1/A3.10 RefEXTERIOR ELEV. TAGACTC.F.C.ICLRC.M.U.DET.DIA.D.S.E.EQ.E.J.FIN.FLR.G.C.H.B.HR.JT.MECH.MIN.ACOUSTICAL TILECONTRACTOR FURNISH CONTRACTOR INSTALLEDCLEACONCRETE MASONRYDETAILDIAMETERDOWNSPOUTEXISTINGEQUALEXPANSION JOINFINISHFLOORGENERAL CONTRACTORHOSE BIBHOURJOINTMECHANICALMINIMUMN.O.F.C.I.O.F.O.I.RA.REV.S.A.SHT.SIM.T.O.B.T.O.J.T.O.M.T.O.S.T.O.W.V.I.F.NEWOWNER FURNISHEDCONTRACTOR INSTALLEDOWNER FURNISHEDOWNER INSTALLEDRETURN AIRREVERSESUPPLY AIRSHEETSIMILARTOP OF BEARINGTOP OF JOISTTOP OF MASONRYTOP OF SLABTOP OF WALLVERIFY IN FIELDSTUDENTLOUNGE150 SFNWESNORTH ARROW1111BUILDING CODE INFORMATION:JURISDICTION:CITY OF RENTONAPPLICABLE CODES:ZONING CODE: RENTON MUNICIPAL CODE (TITLE IV)BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODEENERGY CODE: 2015 WASHINGTON STATE ENERGY CODECODE INFORMATION:CONSTRUCTION TYPE: TYPE IV (HEAVY TIMBER)OCCUPANCY: BUSINESS GROUP BUSES: EDUCATION (OVER 12TH GRADE), TRAINING AND SKILL DEVELOPMENT, ADMINISTRATIVE OFFICES.ZONING CODE INFORMATION:ZONES: CA (COMMERCIAL ARTERIAL), - LOTS 1-8, 12-16R-10 (RESIDENTIAL - 10 DU/AC), - LOTS 9,10,11LOT COVERAGE (MAX.): 65%HEIGHT LIMIT: 50'-0" ABOVE AVERAGE GRADEYARD REQUIREMENTS: FRONT: 20 ftSIDE: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)REAR: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)ENVIRONMENTAL INFORMATION:CRITICAL AREAS: AQUIFER PROTECTION ZONESITE LOCATION AND VICINITY MAP:DRAWING INDEXSHEET NUMBER SHEET NAMEA3.00 Building Sections - E/WA3.01 Building Sections - E/WA3.02 Building Sections - E/WA3.03 Building Sections - E/WA3.10 Building Sections - N/SA3.11 Building Sections - N/SA3.12 Building Sections - N/SA3.13 Building Sections - N/SA3.14 Building Sections - N/SA3.15 Building Sections - N/SA3.16 Building Sections - N/SA3.50 Wall Sections E/WA3.51 Wall Sections E/WA3.60 Wall Sections N/SA4.00 Enlarged Plans - Fall ProtectionA4.10 Enlarged Plans - RestroomsA4.11 Enlarged Plans - RestroomsA4.12 Enlarged Plans - RestroomsA4.20 Enlarged Sections / Vertical CirculationA4.21 Enlarged Sections / Vertical CirculationA4.22 Enlarged Sections / Vertical CirculationA4.23 Enlarged Sections / Vertical CirculationA4.24 Enlarged Sections / Vertical CirculationA4.25 Enlarged Sections / Vertical CirculationA4.26 Enlarged Sections / Vertical CirculationA4.27 Enlarged Sections / Vertical CirculationA5.50 Wall Assembly ScheduleA5.51 Exterior Wall Assembly TypesA5.52 Interior Wall Assembly TypesA5.60 Floor / Roof Assembly SchedulesA5.61 Floor Assembly TypesA5.62 Roof Assembly TypesA6.00 Door Notes & TypesA6.01 L1 Door Schedules & TypesA6.02 L2 Door Schedules & TypesA6.10 Window Schedule & TypesA6.11 Window ElevationsA6.20 Material ScheduleA6.40 Appliance & Equipment ScheduleSTRUCTURALS201a Level 1 Framing PlanS201b Level 1 Framing PlanS202a Level 2 Framing PlanS202b Level 2 Framing PlanS203a Roof Framing PlanS203b Roof Framing PlanS501 Brace Frame ElevationsELECTRICALE0.00 Electical Legends and AbbreviationsE0.01 Lighitng Fixture ScheduleE0.03 Lighitng Control SequenceE1.01 Lighting Site Plan - ParkingE1.02 Lighting Site Plan - Entry PlazaE2.01 Level 1 - Lighting PlanE2.01a Level 1 - Lighting Plan 1-11E2.01b Level 1 - Lighting Plan 11-22E2.02 Level 2 Lighting PlanE2.02a Level 2 Lighting Plan 1-11E2.02b Level 2 Lighting Plan 11-22E2.03 Roof Level - Lighting PlanDRAWING INDEXSHEET NUMBER SHEET NAMEGENERALG0.00 Cover SheetG0.10 Title SheetG0.41 Egress/ Life Safety Level 1 PlanG0.42 Egress/ Life Safety Level 2 PlanSURVEY1 Topographic & Boundary Survey2 Topographic & Boundary SurveyCIVILCA1.01 Utility Conversion Cover SheetCA2.21 Utility Conversion Plan / Profile - Garden AveNCA2.31 Utility Conversion Plan / Profile - N 2nd StCA2.41 Utility Conversion Plan / Profile - Meadow AveNCB1.01 Street Improvement Cover SheetCB2.01 Road / Paving / Storm Drainage / St LightingPlan - Bronson Way NCB2.21 Road / Paving / Storm Drainage / Water Main/ St Lighting Plan - Garden Ave NCB2.31 Road / Paving / Storm Drainage / St LightingPlan - N 2nd StCB2.41 Road / Paving / Storm Drainage / St LightingPlan - Meadow Ave NCB2.51 Road / Paving / Storm Drainage / St LightingPlan - AlleyCB5.21 Water Main Profiles and Details - Garden AveNCC4.01 Site PlanCC4.11 Site PlanCC6.01 Demolition PlanCC6.11 Demolition PlanCC7.01 Grading PlanCC7.11 Grading PlanCC8.11 Drainage Facility PlanLANDSCAPEL1.00 Tree Retention / Removal PlanL1.01 Landscape PlanARCHITECTURALA1.00 Site PlanA1.10 Enlarged Site Plan - Bronson Way PlazaA1.12 Enlarged Site Plan - Details/ElevationsA1.13 Enlarged Site Plan - Details/ElevationsA1.21 Demolition Plan - Level 1A1.22 Demolition Plan - RoofA1.31 Floor Plan Level 1A1.31a Floor Plan - Level 1 - 1-11A1.31b Floor Plan - Level 1 - 11-22A1.31m Floor Plan - Level 1 MezzanineA1.32 Floor Plan Level 2A1.32a Floor Plan - Level 2 1-11A1.32b Floor Plan - Level 2 11-22A1.33 Roof PlanA1.41 Reflected Ceiling Plan - Level 1A1.41a Reflected Ceiling Plan - Level 1 - 1-11A1.41b Reflected Ceiling Plan - Level 1 - 11-22A1.42 Reflected Ceiling Plan Level 2A1.42a Reflected Ceiling Plan - Level 2 - 1-11A1.42b Reflected Ceiling Plan - Level 2 - 11-22A2.00 Building ElevationsA2.01 Building ElevationsA2.02 Building ElevationsA2.03 Building ElevationsA2.04 Building ElevationsA2.05 Building Elevations© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE PERMITAPPLICATIONLAND USE PERMIT APPLICATION 2019.09.16G0.10Title Sheet1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16CITC HEADQUARTERS1300 Bronson Way N. Renton,WA 98057GROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG19ELECTRICAL LAB 3AREA = 2,537 SFUSE = SHOPSOCC TYPE=BLOAD FACTOR = 1: 50OCCUPANCY = 51EXITS = 23230CARPENTRY CLASSROOMAREA = 653 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 33EXITS = 1CARPENTRY LAB 1AREA = 2,011 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 41EXITS = 1CARPENTRY LAB 2AREA = 2,155 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 44EXITS = 1PLUMBING CLASSROOM 1AREA = 554 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 28EXITS = 1PLUMBING LABAREA = 2,410 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 49EXITS = 1ELECTRICAL LAB 2AREA = 2,227 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 45EXITS = 1MEN'S R.R.AREA = 210 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1ELECTRICAL SERVICE ROOMAREA = 204 SFUSE = UTILITYLOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1BIKE STORAGE ROOMAREA = 172 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1OFFICEAREA = 143 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1OFFICEAREA = 103 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1OFFICEAREA = 103 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1FALL PROTECTIONAREA = 143 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 3EXITS = 1WOMEN'S R.R.AREA = 203 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1JANITORIAL / STORAGEAREA = 99 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1IT / COMM. ROOMAREA = 99 SFUSE = UTILITYLOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1EXT. MAINT. / STORAGEAREA = 240 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1ELECTRICAL LAB 1AREA = 2,237 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 45EXITS = 1ELECTRICAL CLASSROOM 1AREA = 798 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 40EXITS = 1ELECTRICAL CLASSROOM 2AREA = 547 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 28EXITS = 1APPRENTICESHIPAREA = 831 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 9EXITS = 1LIBRARYAREA = 345 SFUSE = LIBRARYLOAD FACTOR = 1: 50OCCUPANCY = 7EXITS = 1NAN'S OFFICEAREA = 95 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 1ENTRY ATRIUMAREA = 1,336 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 14EXITS = 1FRONT OFFICEAREA = 943 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 10EXITS = 1ELECTRICAL CLASSROOM 3AREA = 718 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 36EXITS = 1WATER SERVICEAREA = 95 SFUSE = UTILITYLOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1OFFICEAREA = 100 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1OFFICEAREA = 100 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1INSTRUCTOR LOUNGEAREA = 492 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 5EXITS = 1STUDENT LOUNGEAREA = 597 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 6EXITS = 1ATRIUMAREA = 563 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 6EXITS = 1ATRIUMAREA = 502 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 6EXITS = 1PLUMBING CLASSROOM 2AREA = 641 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 33EXITS = 1ELEVATOR SHAFTAREA = 91 SFUSE = CIRCULATION2230223022302823035230432304223029460746033230UNI. R.R.AREA = 49 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 13230123012301230452302230223040230223082303230102304023046230252302623025230262302823016230228230CONFERENCE / ZOOM ROOMAREA = 275 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 11230265460CARPENTRY STORAGEAREA = 130 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 12414602062431460228230233243EXITEXITEXITEXITEXITEXITEXITF.E.F.E.F.E.F.E.F.E.F.E.F.E.PUBLIC SIDEWALK (GARDEN AVENUE)ENTRY PLAZA(BRONSON WAY)PUBLIC SIDEWALK (2ND AVENUE)PRIVATE PARKING LOT / PUBLIC ALLEYSTUDENT LOUNGE MEZZANINEAREA = 195 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1INSTRUCTOR LOUNGE MEZZANINEAREA = 158 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1MEETING ROOMAREA = 180 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 12230UNI. R.R.AREA = 49 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 11230323012301230EXITN WES0'5'10'20'40'DIAGONAL: 72'-4"D I S T A N C E B E T W E E N E X I T S : 4 2 '-1 0 " > 1 /3 O F D I A G O N A L D IA G O N A L : 5 6'-9 "DISTANCE BETWEEN EXITS: 28'-4"> 1/3 OF DIAGONALDIAGONAL: 66'-9"D ISTAN C E BETW EEN EXITS: 56'-1"> 1/3 O F D IAG O N ALSTORAGEAREA = 85 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 11460STORAGEAREA = 85 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 11460STORAGEAREA = 96 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1STORAGEAREA = 97 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1C.P.T: 81 FTLOUNGE ROOF DECKAREA = 312 SFUSE = ROOF DECKSLOAD FACTOR = 1: 15OCCUPANCY = 21EXITS = 1C.P.T: 85 FT.C.P.T: 93 FT.C.P.T: 78 FT.C.P.T: 62 FTC.P.T: 48 FTC.P.T: 64 FT.C.P.T: 80 FT.C.P.T: 67 FTC.P.T: 67 FTC.P.T: 97 FT.TRAVEL DISTANCE: 137 FT.TRAVEL DISTANCE: 190 FT.F.E.F.E.F.E.F.E.F.E.F.E.F.E.EXTERIOR EXIT DISCHARGE EXIT00ASSIGNED OCCUPANT DOOR LOADDOOR CAPACITY1. MEANS OF EGRESS WILL BE ILLUMINATED PER IBC SECTION 1008.2. EXIT SIGNS WILL BE ILLUMINATED PER IBC SECTION 1013 WITH EMERGENCY POWER SYSTEM PER IBC 1013.6.3. 3. POSTING OF OCCUPANT LOAD PER IBC 1004.3 EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. NOTE: ASSEMBLY SPACES INCLUDE UNCOVERED AREAS SUCH AS ROOF DECKS.4. MEANS OF EGRESS SIZING: • NO GROUP H NOR I-2 OCCUPANCIES EXIST IN BUILDING.• EGRESS COMPONENT (IBC 1005.3.2 EXCEPTION 1) CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT. • STAIRWAY SIZING: # OF OCCUPANTS x 0.20 (PER IBC 1005.3.1 - EX. 1)NORTH STAIR: 228 x 0.20 = 45.6" MIN. (ACTUAL CLR. WIDTH: 48")SOUTH STAIR: 233 x 0.20 = 46.6" MIN. (ACTUAL CLR. WIDTH: 48")5. SMOKE CONTROL NOTES:• A SMOKE CONTROL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH IBC SECTION 909.• SMOKE CONTROL SYSTEM MUST BE PROVIDED WITH STANDBY POWER IN ACCORDANCE WITH SECTION 909.11.6. FIRE PROTECTION NOTES: • BUILDING IS TO BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM PER THE REQUIREMENTS OF IBC SECTION 903.• PORTABLE FIRE EXTINGUISHERS ARE TO BE INSTALLED PER PLAN AND THE MINIMUM REQUIREMENTS OF IBC SECTION 906.• FIRE ALARM AND DETECTION SYSTEMS ARE TO BE DESIGN/ BUILD AND SHALL BE DESIGNED AND INSTALLED PER THE REQUIREMENTS OF IBC SECTION 907.• BUILDING TO BE EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM IS REQUIRED IN ACCORDANCE WITH SECTION 907.5.2.2.• BUILDING TO BE EQUIPPED WITH TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING, PER REQUIREMENTS OF IBC 1009.8.• EMERGENY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN THE BUILDING IN ACCORDANCE WITH SECTION 510 OF THE INTERNATIONAL FIRE CODE.7. FIRE BARRIERS: • 1-HOUR FIRE RATED CONSTRUCTION REQUIRED AROUND ALL SHAFT ENCLOSURES (PER IBC 713) AND ALL EXIT PASSAGEWAYS, CONNECTING EXIT STAIRS WITH EXIT DISCHARGE (PER IBC 1024). • A FIRE BARRIER IS NOT REQUIRED BETWEEN THE ATRIUM AND ADJOINING SPACES PROVIDED SUCH SPACES ARE ACCOUNTED FOR IN THE SMOKE CONTROL SYSTEM (PER IBC 404.6 EXCEPTION 3). PRIMARY EXIT ACCESS PATH / DIRECTIONEGRESS LEGENDF.E.PORTABLE FIRE EXTINGUISHER (W/ FLUSH CABINET)P.S.FIRE ALARM PULL STATIONCOMMON PATH OF TRAVEL (PER IBC 202)MAX. TRAVEL DISTANCE TO PRIMARY EXIT ACCESS PATH PER IBC TABLE 1006.2.1 = 100FT. (SPRINKLERED BUILDING)PER IBC SECTION 1016PER IBC SECTION 1028.15 PER INCH OCCUPANT CAPACITY ALLOWED PER IBC 1005.3.2 EX. 1. (TYP. DOOR WIDTH 36" - ASSUMED 34.5" CLR. / .15 = 230 EXIT CAPACITY)DISTANCE BETWEEN EXITS> 1/3 OF DIAGONALEXIT SEPARATIONWHERE 2 EXITS REQ'D: SEPARATION DISTANCE TO BE GREATER THAN 1/3 OF DIAGONAL DIM. OF AREA SERVED PER IBC 1007.1.1 EX. 2NOT REQUIRED PER IBC 907.2.2 (EXCEPTION) IF BUILDING IS EQUIPPED THROUGHOUT WITH WITH AUTOMATIC SPRINKLER SYSTEM OCCUPANT NOTIFICATION APPLIANCES ACTIVATE UPON SPRINKLER WATER FLOW. PORTABLE FIRE EXTINGUISHER LOCATIONS MUST BE INSTALLED PER REQUIREMENTS OF IBC 906, AND CONFIRMED WITH FIRE DEPARTMENT INSPECTOR PRIOR TO INSTALLATION.C.P.T : 100'-0" MAX.NOTESFIRE BARRIER LEGEND1-HOUR RATED WALL (PER ASSEMBLIES)TARVEL DISTANCE (PER IBC 1017)MAX. TRAVEL DISTANCE ALLOWED (MEASURED FROM MOST REMOTE POINT ON STORY TO RATED EXIT): 300 FT. (OCCUPANCY B WITH AUTOMATIC SPRINKLER SYSTEM) - PER TABLE 1017.2TRAVEL DISTANCE: 300 FT. MAX.MAX FLOOR AREA PER OCCUPANT(PER IBC TABLE 1004.1.2)FUNCTION OF SPACE OCCUPANCY LOAD FACTORCLASSROOMSHOPS AND VOCATIONAL ROOMSACCESSORY STORAGE AND MECHANICALBUSINESS AREASKITCHENS20 NET50 NET300 GROSS100 GROSS200 GROSSLIBRARY /READING ROOM 50 NETASSEMBLY (ROOF DECKS)15 NET© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONG0.41Egress/ LifeSafety Level 1Plan1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Egress - Level 1ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYROOF DECKS139 LOUNGE ROOF DECK 312 SF 15 21217 ROOF DECK 1 478 SF 15 32224 ROOF DECK 2 839 SF 15 56229 ROOF DECK 3 410 SF 15 28238 ROOF DECK 4 501 SF 15 34171SHOPS109 ELECTRICAL LAB 2 2,227 SF 50 45118 ELECTRICAL LAB 1 2,237 SF 50 45123 PLUMBING LAB 2,410 SF 50 49132 FALL PROTECTION 143 SF 50 3135 CARPENTRY LAB 2 2,155 SF 50 44138 ELECTRICAL LAB 3 2,537 SF 50 51148 CARPENTRY LAB 1 2,011 SF 50 41232 HVAC / SHEET METAL LAB 3,391 SF 50 68346STORAGE111 STORAGE 85 SF 300 1116 STORAGE 23 SF 300 1119 BIKE STORAGE ROOM 172 SF 300 1120 STORAGE 85 SF 300 1125 STORAGE 97 SF 300 1126 JANITORIAL / STORAGE 99 SF 300 1130 EXT. MAINT. / STORAGE 240 SF 300 1136 STORAGE 96 SF 300 1150 CARPENTRY STORAGE 130 SF 300 1216 STORAGE 142 SF 300 1223 STORAGE / JANITOR 61 SF 300 1234 STORAGE 89 SF 300 112UTILITY117 ELECTRICAL SERVICEROOM204 SF 300 1127 WATER SERVICE 95 SF 300 1128 IT / COMM. ROOM 99 SF 300 1209 IT ROOM 163 SF 300 1240 MECHANICAL PENTHOUSE 721 SF 300 37Grand total: 871102ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYCLASSROOM105 ELECTRICAL CLASSROOM3718 SF 20 36107 ELECTRICAL CLASSROOM2547 SF 20 28114 ELECTRICAL CLASSROOM1798 SF 20 40131 PLUMBING CLASSROOM 1 554 SF 20 28133 PLUMBING CLASSROOM 2 641 SF 20 33146 CARPENTRY CLASSROOM 653 SF 20 33219 CLASSROOM 489 SF 20 25225 HVAC CLASSROOM 738 SF 20 37228 ELECTRICAL CLASSROOM41,088 SF 20 55231 HVAC CLASSROOM 698 SF 20 35235 PAINTING CLASSROOM 812 SF 20 41391KITCHEN226 STAFF KITCHEN /BREAKOUT569 SF 200 33LIBRARY102 LIBRARY 345 SF 50 7211 INSTRUCTOR LIBRARY 164 SF 50 411RESTROOM110 UNI. R.R. 49 SF 100 1112 UNI. R.R. 49 SF 100 1115 MEN'S R.R. 210 SF 100 3124 WOMEN'S R.R. 203 SF 100 3208 UNI. R.R. 65 SF 100 1210 UNI. R.R. 67 SF 100 1221 MEN'S RESTROOM 342 SF 100 4230 WOMENS RESTROOM 285 SF 100 317ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYATRIUMS100 ATRIUM 502 SF 100 6100 ATRIUM 563 SF 100 6100 ENTRY ATRIUM 1,336 SF 100 14200 ENTRY ATRIUM 575 SF 100 6200 ATRIUM 625 SF 100 7200 ATRIUM 727 SF 100 847BUSINESS AREA101 FRONT OFFICE 943 SF 100 10104 APPRENTICESHIP 831 SF 100 9106 CONFERENCE / ZOOMROOM275 SF 100 3108 NAN'S OFFICE 95 SF 100 1113 OFFICE 103 SF 100 2121 OFFICE 143 SF 100 2122 OFFICE 103 SF 100 2129 OFFICE 100 SF 100 2137 STUDENT LOUNGE 597 SF 100 6137 STUDENT LOUNGEMEZZANINE195 SF 100 2140 OFFICE 100 SF 100 2144 MEETING ROOM 180 SF 100 2152 INSTRUCTOR LOUNGE 492 SF 100 5152 INSTRUCTOR LOUNGEMEZZANINE158 SF 100 2201 ZOOM / CONFERENCEROOM384 SF 100 4202 PRESIDENTS OFFICE 263 SF 100 3204 PRES. CONF. ROOM 220 SF 100 3205 COPY CENTER 903 SF 100 10206 ADRIANA'S OFFICE 159 SF 100 2207 CONF. ROOM 98 SF 100 1212 ACCOUNTING 209 SF 100 3213 CONT. EDUCATION 518 SF 100 6214 ROBIN'S OFFICE 142 SF 100 2215 ANA'S OFFICE 127 SF 100 2218 STACIE'S OFFICE 165 SF 100 2220 JACK'S LIBRARY 155 SF 100 2222 JACK'S OFFICE 165 SF 100 2227 OFFICE 205 SF 100 3233 OFFICE 196 SF 100 297A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG19HVAC / SHEET METAL LABAREA = 3,391 SFUSE = SHOPSLOAD FACTOR = 1: 50OCCUPANCY = 68EXITS = 2ELECTRICAL CLASSROOM 4AREA = 1,088 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 55EXITS = 2HVAC CLASSROOMAREA = 738 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 37EXITS = 1HVAC CLASSROOMAREA = 698 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 35EXITS = 1PAINTING CLASSROOMAREA = 812 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 41EXITS = 1CLASSROOMAREA = 489 SFUSE = CLASSROOMLOAD FACTOR = 1: 20OCCUPANCY = 25EXITS = 1ATRIUMAREA = 727 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 8EXITS = 1MEN'S RESTROOMAREA = 342 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 4EXITS = 1OFFICEAREA = 205 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1OFFICEAREA = 196 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1CONT. EDUCATIONAREA = 518 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 6EXITS = 1COPY CENTERAREA = 903 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 10EXITS = 1INSTRUCTOR LIBRARYAREA = 164 SFUSE = LIBRARYLOAD FACTOR = 1: 50OCCUPANCY = 4EXITS = 1IT ROOMAREA = 163 SFUSE = UTILITYLOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1STORAGEAREA = 142 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1ACCOUNTINGAREA = 209 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1STAFF KITCHEN / BREAKOUTAREA = 569 SFUSE = KITCHENLOAD FACTOR = 1: 200OCCUPANCY = 3EXITS = 1ADRIANA'S OFFICEAREA = 159 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1PRESIDENTS OFFICEAREA = 263 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1PRES. CONF. ROOMAREA = 220 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1ENTRY ATRIUMAREA = 575 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 6EXITS = 1ZOOM / CONFERENCE ROOMAREA = 384 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 4EXITS = 1WOMENS RESTROOMAREA = 285 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 3EXITS = 1ATRIUMAREA = 625 SFUSE = ATRIUMSLOAD FACTOR = 1: 100OCCUPANCY = 7EXITS = 1UNI. R.R.AREA = 67 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 1UNI. R.R.AREA = 65 SFUSE = RESTROOMLOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 1ELEVATOR SHAFTAREA = 91 SFUSE = CIRCULATIONSTORAGE / JANITORAREA = 61 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 1ROOF DECK 4AREA = 501 SFUSE = ROOF DECKSOCC TYPE=100LOAD FACTOR = 1: 15OCCUPANCY = 34EXITS = 1ROOF DECK 1AREA = 478 SFUSE = ROOF DECKSLOAD FACTOR = 1: 15OCCUPANCY = 32EXITS = 1ROOF DECK 2AREA = 839 SFUSE = ROOF DECKSLOAD FACTOR = 1: 15OCCUPANCY = 56EXITS = 2ROOF DECK 3AREA = 410 SFUSE = ROOF DECKSLOAD FACTOR = 1: 15OCCUPANCY = 28EXITS = 162304230123012302230223028230323028230272304023035230312304223032304246022823028230323012305230323032230823042301230342302230232243323025230F.E.F.E.F.E.MECHANICAL PENTHOUSEAREA = 721 SFUSE = UTILITYLOAD FACTOR = 1: 300OCCUPANCY = 3EXITS = 1OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWSTACIE'S OFFICEAREA = 165 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1JACK'S OFFICEAREA = 165 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1ROBIN'S OFFICEAREA = 142 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 12230JACK'S LIBRARYAREA = 155 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 11230CONF. ROOMAREA = 98 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 1EXITS = 12230OPEN TO BELOW342303123040230N WES0'5'10'20'40'DIAGONAL: 108'-3"DIAGONAL: 50'-5"DISTANCE BETWEEN EXITS: 16'-11"> 1/3 OF DIAGONALDISTANCE BETWEEN EXITS: 53'-2"> 1/3 OF DIAGONALANA'S OFFICEAREA = 127 SFUSE = BUSINESS AREALOAD FACTOR = 1: 100OCCUPANCY = 2EXITS = 1STORAGEAREA = 89 SFUSE = STORAGELOAD FACTOR = 1: 300OCCUPANCY = 1EXITS = 11460423084460223028230DIAGONAL (BLDG. AREA): 260'-6"DISTANCE BETWEEN STAIR EXITS: 191'-0"> 1/3 OF DIAGONAL (BLDG. AREA)F.E.F.E.F.E.F.E.F.E.C.P.T: 67 FT.C.P.T: 49 FT.C.P.T: 84 FT.C.P.T: 56 FT.C.P.T: 73 FT.C.P.T: 78 FT.C.P.T: 39 FT.C.P.T: 36 FT.C.P.T: 65 FT.C.P.T: 75 FT.C.P.T: 78 FT.TRAVEL DISTANCE: 125FT. TRAVEL DISTANCE: 286 FT. F.E.EXTERIOR EXIT DISCHARGE EXIT00ASSIGNED OCCUPANT DOOR LOADDOOR CAPACITY1. MEANS OF EGRESS WILL BE ILLUMINATED PER IBC SECTION 1008.2. EXIT SIGNS WILL BE ILLUMINATED PER IBC SECTION 1013 WITH EMERGENCY POWER SYSTEM PER IBC 1013.6.3. 3. POSTING OF OCCUPANT LOAD PER IBC 1004.3 EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE, NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE. NOTE: ASSEMBLY SPACES INCLUDE UNCOVERED AREAS SUCH AS ROOF DECKS.4. MEANS OF EGRESS SIZING: • NO GROUP H NOR I-2 OCCUPANCIES EXIST IN BUILDING.• EGRESS COMPONENT (IBC 1005.3.2 EXCEPTION 1) CAPACITY FACTOR OF 0.15 INCH PER OCCUPANT. • STAIRWAY SIZING: # OF OCCUPANTS x 0.20 (PER IBC 1005.3.1 - EX. 1)NORTH STAIR: 228 x 0.20 = 45.6" MIN. (ACTUAL CLR. WIDTH: 48")SOUTH STAIR: 233 x 0.20 = 46.6" MIN. (ACTUAL CLR. WIDTH: 48")5. SMOKE CONTROL NOTES:• A SMOKE CONTROL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH IBC SECTION 909.• SMOKE CONTROL SYSTEM MUST BE PROVIDED WITH STANDBY POWER IN ACCORDANCE WITH SECTION 909.11.6. FIRE PROTECTION NOTES: • BUILDING IS TO BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM PER THE REQUIREMENTS OF IBC SECTION 903.• PORTABLE FIRE EXTINGUISHERS ARE TO BE INSTALLED PER PLAN AND THE MINIMUM REQUIREMENTS OF IBC SECTION 906.• FIRE ALARM AND DETECTION SYSTEMS ARE TO BE DESIGN/ BUILD AND SHALL BE DESIGNED AND INSTALLED PER THE REQUIREMENTS OF IBC SECTION 907.• BUILDING TO BE EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE/ ALARM COMMUNICATION SYSTEM IS REQUIRED IN ACCORDANCE WITH SECTION 907.5.2.2.• BUILDING TO BE EQUIPPED WITH TWO-WAY COMMUNICATION SYSTEM AT ELEVATOR LANDING, PER REQUIREMENTS OF IBC 1009.8.• EMERGENY RESPONDER RADIO COVERAGE SHALL BE PROVIDED IN THE BUILDING IN ACCORDANCE WITH SECTION 510 OF THE INTERNATIONAL FIRE CODE.7. FIRE BARRIERS: • 1-HOUR FIRE RATED CONSTRUCTION REQUIRED AROUND ALL SHAFT ENCLOSURES (PER IBC 713) AND ALL EXIT PASSAGEWAYS, CONNECTING EXIT STAIRS WITH EXIT DISCHARGE (PER IBC 1024). • A FIRE BARRIER IS NOT REQUIRED BETWEEN THE ATRIUM AND ADJOINING SPACES PROVIDED SUCH SPACES ARE ACCOUNTED FOR IN THE SMOKE CONTROL SYSTEM (PER IBC 404.6 EXCEPTION 3). PRIMARY EXIT ACCESS PATH / DIRECTIONEGRESS LEGENDF.E.PORTABLE FIRE EXTINGUISHER (W/ FLUSH CABINET)P.S.FIRE ALARM PULL STATIONCOMMON PATH OF TRAVEL (PER IBC 202)MAX. TRAVEL DISTANCE TO PRIMARY EXIT ACCESS PATH PER IBC TABLE 1006.2.1 = 100FT. (SPRINKLERED BUILDING)PER IBC SECTION 1016PER IBC SECTION 1028.15 PER INCH OCCUPANT CAPACITY ALLOWED PER IBC 1005.3.2 EX. 1. (TYP. DOOR WIDTH 36" - ASSUMED 34.5" CLR. / .15 = 230 EXIT CAPACITY)DISTANCE BETWEEN EXITS> 1/3 OF DIAGONALEXIT SEPARATIONWHERE 2 EXITS REQ'D: SEPARATION DISTANCE TO BE GREATER THAN 1/3 OF DIAGONAL DIM. OF AREA SERVED PER IBC 1007.1.1 EX. 2NOT REQUIRED PER IBC 907.2.2 (EXCEPTION) IF BUILDING IS EQUIPPED THROUGHOUT WITH WITH AUTOMATIC SPRINKLER SYSTEM OCCUPANT NOTIFICATION APPLIANCES ACTIVATE UPON SPRINKLER WATER FLOW. PORTABLE FIRE EXTINGUISHER LOCATIONS MUST BE INSTALLED PER REQUIREMENTS OF IBC 906, AND CONFIRMED WITH FIRE DEPARTMENT INSPECTOR PRIOR TO INSTALLATION.C.P.T : 100'-0" MAX.NOTESFIRE BARRIER LEGEND1-HOUR RATED WALL (PER ASSEMBLIES)TARVEL DISTANCE (PER IBC 1017)MAX. TRAVEL DISTANCE ALLOWED (MEASURED FROM MOST REMOTE POINT ON STORY TO RATED EXIT): 300 FT. (OCCUPANCY B WITH AUTOMATIC SPRINKLER SYSTEM) - PER TABLE 1017.2TRAVEL DISTANCE: 300 FT. MAX.MAX FLOOR AREA PER OCCUPANT(PER IBC TABLE 1004.1.2)FUNCTION OF SPACE OCCUPANCY LOAD FACTORCLASSROOMSHOPS AND VOCATIONAL ROOMSACCESSORY STORAGE AND MECHANICALBUSINESS AREASKITCHENS20 NET50 NET300 GROSS100 GROSS200 GROSSLIBRARY /READING ROOM 50 NETASSEMBLY (ROOF DECKS) 15 NET© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONG0.42Egress/ LifeSafety Level 2Plan1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Egress - Level 2ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYROOF DECKS139 LOUNGE ROOF DECK 312 SF 15 21217 ROOF DECK 1 478 SF 15 32224 ROOF DECK 2 839 SF 15 56229 ROOF DECK 3 410 SF 15 28238 ROOF DECK 4 501 SF 15 34171SHOPS109 ELECTRICAL LAB 2 2,227 SF 50 45118 ELECTRICAL LAB 1 2,237 SF 50 45123 PLUMBING LAB 2,410 SF 50 49132 FALL PROTECTION 143 SF 50 3135 CARPENTRY LAB 2 2,155 SF 50 44138 ELECTRICAL LAB 3 2,537 SF 50 51148 CARPENTRY LAB 1 2,011 SF 50 41232 HVAC / SHEET METAL LAB 3,391 SF 50 68346STORAGE111 STORAGE 85 SF 300 1116 STORAGE 23 SF 300 1119 BIKE STORAGE ROOM 172 SF 300 1120 STORAGE 85 SF 300 1125 STORAGE 97 SF 300 1126 JANITORIAL / STORAGE 99 SF 300 1130 EXT. MAINT. / STORAGE 240 SF 300 1136 STORAGE 96 SF 300 1150 CARPENTRY STORAGE 130 SF 300 1216 STORAGE 142 SF 300 1223 STORAGE / JANITOR 61 SF 300 1234 STORAGE 89 SF 300 112UTILITY117 ELECTRICAL SERVICEROOM204 SF 300 1127 WATER SERVICE 95 SF 300 1128 IT / COMM. ROOM 99 SF 300 1209 IT ROOM 163 SF 300 1240 MECHANICAL PENTHOUSE 721 SF 300 37Grand total: 871102ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYCLASSROOM105 ELECTRICAL CLASSROOM3718 SF 20 36107 ELECTRICAL CLASSROOM2547 SF 20 28114 ELECTRICAL CLASSROOM1798 SF 20 40131 PLUMBING CLASSROOM 1 554 SF 20 28133 PLUMBING CLASSROOM 2 641 SF 20 33146 CARPENTRY CLASSROOM 653 SF 20 33219 CLASSROOM 489 SF 20 25225 HVAC CLASSROOM 738 SF 20 37228 ELECTRICAL CLASSROOM41,088 SF 20 55231 HVAC CLASSROOM 698 SF 20 35235 PAINTING CLASSROOM 812 SF 20 41391KITCHEN226 STAFF KITCHEN /BREAKOUT569 SF 200 33LIBRARY102 LIBRARY 345 SF 50 7211 INSTRUCTOR LIBRARY 164 SF 50 411RESTROOM110 UNI. R.R. 49 SF 100 1112 UNI. R.R. 49 SF 100 1115 MEN'S R.R. 210 SF 100 3124 WOMEN'S R.R. 203 SF 100 3208 UNI. R.R. 65 SF 100 1210 UNI. R.R. 67 SF 100 1221 MEN'S RESTROOM 342 SF 100 4230 WOMENS RESTROOM 285 SF 100 317ROOM SCHEDULEROOMNUMBERNAME AREA OCC. LOADFACTORMAX.OCCUPANCYATRIUMS100 ATRIUM 502 SF 100 6100 ATRIUM 563 SF 100 6100 ENTRY ATRIUM 1,336 SF 100 14200 ENTRY ATRIUM 575 SF 100 6200 ATRIUM 625 SF 100 7200 ATRIUM 727 SF 100 847BUSINESS AREA101 FRONT OFFICE 943 SF 100 10104 APPRENTICESHIP 831 SF 100 9106 CONFERENCE / ZOOMROOM275 SF 100 3108 NAN'S OFFICE 95 SF 100 1113 OFFICE 103 SF 100 2121 OFFICE 143 SF 100 2122 OFFICE 103 SF 100 2129 OFFICE 100 SF 100 2137 STUDENT LOUNGE 597 SF 100 6137 STUDENT LOUNGEMEZZANINE195 SF 100 2140 OFFICE 100 SF 100 2144 MEETING ROOM 180 SF 100 2152 INSTRUCTOR LOUNGE 492 SF 100 5152 INSTRUCTOR LOUNGEMEZZANINE158 SF 100 2201 ZOOM / CONFERENCEROOM384 SF 100 4202 PRESIDENTS OFFICE 263 SF 100 3204 PRES. CONF. ROOM 220 SF 100 3205 COPY CENTER 903 SF 100 10206 ADRIANA'S OFFICE 159 SF 100 2207 CONF. ROOM 98 SF 100 1212 ACCOUNTING 209 SF 100 3213 CONT. EDUCATION 518 SF 100 6214 ROBIN'S OFFICE 142 SF 100 2215 ANA'S OFFICE 127 SF 100 2218 STACIE'S OFFICE 165 SF 100 2220 JACK'S LIBRARY 155 SF 100 2222 JACK'S OFFICE 165 SF 100 2227 OFFICE 205 SF 100 3233 OFFICE 196 SF 100 297A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION STEEP SLOPE/BUFFER DISCLAIMER:CITC RENTON TOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEYBASIS OF BEARINGSLEGAL DESCRIPTIONVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.REFERENCESN.T.S.CONTROL MAPDocuSign Envelope ID: A03DFDEA-191F-4ECC-BDBC-643092F3BD4E CITC RENTON TOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEYLEGENDDocuSign Envelope ID: A03DFDEA-191F-4ECC-BDBC-643092F3BD4E N 2ND ST MEADOW AVE NALLEYGARDEN AVE NBRONSON WAY N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:28 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CA-1.01.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN Page Setup: _INSIDE TB 22X34UTILITY CONVERSION COVER SHEET CA-1.01 VICINITY MAPSHEET INDEX1300 BRONSON WAY UTILITY CONVERSION SITE DATA: 1.TOTAL AREA: TBD 2.PROPOSED NO. OF LOTS: TBD 3.TAX PARCEL #'S: TBD 4.AVERAGE LOT AREA: TBD 5.SMALLEST LOT AREA: TBD 6.MAXIMUM LOT AREA: TBD 7.MINIMUM LOT AREA ALLOWED: TBD 8.SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: TBD 9.SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: TBD 10.SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: TBD 11.SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: TBD 12.TOTAL SQUARE FOOTAGE IN OPEN SPACE TRACTS: TBD 13.PROPOSED NET DENSITY: TBD 14.DENSITY ALLOWED BY CODE: TBD 15.EXISTING ZONING: TBD 16.REQUIRED MIN. SETBACKS: TBD FRONT:TBD GARAGE:TBD INTERIOR:TBD REAR:TBD SIDE STREET:TBD (NOTE:SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS OR RACTS SERVING 4 LOTS OR LESS) DISTURBED AREA: TBD AREA TABLE TRACT/USE AREA (SF) A B C D ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO. ENGINEER SURVEYOR DEVELOPER TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930 116TH AVE NE BELLEVUE, WA 98004 HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. LEGAL DESCRIPTIONS: LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE TBD DEVELOPED NET NEW IMPERVIOUS SURFACE TBD TOTAL DEVELOPED IMPERVIOUS SURFACE TBD RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA TBD VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' BASIS OF BEARINGS NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. 40 0 40 80 scale feet1" = 40' 20 WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425)395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT.WA 98032 (253)372-5361 COMCAST (ADDRESS TBD) (PHONE TBD) FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON.WA 98057 (425)430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 UTILITIES/SERVICES: CALL BEFORE YOU DIG: 1-800-424-5555 SHEET CA-2.41 UTILITY CONVERSION PLANS Utility Conversion Cover Sheet Utility Conversion Plan / Profile - Garden Ave N Utility Conversion Plan / Profile - N 2nd St Utility Conversion Plan / Profile - Meadow Ave N CA-1.01 CA-2.21 CA-2.31 CA-2.41 N 3rd St Park Ave NBronson Way N Ced a r R i v e r I-405 N 2nd St Liberty Park Cedar River ParkHouser Way S169Meadow Ave NN 1 s t S t I-405 I-405 Project Site SHEET CA-2.21 SHEET CA-2.31 N 2ND STGARDEN AVE N B R O N S O N W A Y N EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP R=20'5'7.5'30'17'1300 BRONSON WAY NORTH 22'CONTINUE UNDERGROUND TELECOM SERVICE TO NEXT EXISTING UTILITY POLE TO REMAIN (CTL) TELECOM HANDHOLE (CTL) ELEC HANDHOLE (PSE) EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 TELECOM HANDHOLE (CTL) ELEC HANDHOLE (PSE) EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 ELEC HANDHOLE (PSE) RECONNECT ELEC SERVICE TO EXISTING STREET LIGHT BRONSON WAY NORTH IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:28 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CA-2.21.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CA-2.21 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34UTILITY CONVERSION PLAN GARDEN AVE N (DUCT BANK PROFILES TO BE ADDED FOLLOWING DRY UTILITY AGENCY DESIGN PARTICIPATION) NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. N 2ND ST MEADOW AVE NALLEYGARDEN AVE NCENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP R=15'15'16' 1300 BRONSON WAY NORTH EXISTING MEDIAN ISLAND TO REMAIN30'14.91'TELECOM HANDHOLE (CTL) TELECOM HANDHOLE (CTL) EXISTING UTILITY POLE (PSE) TO REMAIN EXISTING UTILITY POLE TO REMAIN, INSTALL TELECOM RISER CONDUIT AND GUY WIRE (CTL) EXISTING UTILITY POLE TO REMAIN, INSTALL ELEC RISER CONDUIT AND GUY WIRE (PSE) TELECOM HANDHOLE (COMCAST) TELECOM HANDHOLE (COMCAST) TELECOM HANDHOLE (CTL) ELEC JUNCTION VAULT, 7'x4'-8" (PSE) PRIVATE ELEC TRANSFORMER ENCLOSURE, SIZE AND LOCATION TBD (PSE) EXISTING UTILITY POLE TO BE REMOVED (CTL) EXISTING UTILITY POLE TO BE REMOVED (CTL) EXISTING UTILITY POLE (PSE) TO REMAIN, INSTALL TELECOM RISER CONDUIT (CTL) TELECOM HANDHOLE (CTL) NEW TIMBER UTILITY POLE AND GUY WIRE (PSE) EXISTING UTILITY POLE TO BE REMOVED (PSE) TELECOM HANDHOLE (CTL) TELECOM HANDHOLE (CTL) ABOVE GRADE STREET LIGHT CABINET (PSE) TELECOM HANDHOLE (CTL) TELECOM HANDHOLE (CTL) REATTACH OVERHEAD ELECTRICAL RESIDENTIAL SERVICE CABLING (PSE) EXISTING UTILITY POLE TO REMAIN, INSTALL ELEC RISER CONDUIT AND GUY WIRE (PSE) 1' VACATED RIGHT-OF-WAY 1' DEDICATED RIGHT-OF-WAY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:28 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CA-2.31.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CA-2.31 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34UTILITY CONVERSION PLAN N 2ND ST (DUCT BANK PROFILES TO BE ADDED FOLLOWING DRY UTILITY AGENCY DESIGN PARTICIPATION) N 2ND STMEADOW AVE N BRONSON WAY NEXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP 18'1.5'30'17.83'EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 ABOVE GRADE STREET LIGHT CABINET (PSE) ELEC HANDHOLE (PSE) EXISTING UTILITY POLE TO BE REMOVED (PSE) SEE NOTE 1 TELECOM HANDHOLE (COMCAST) LOCATE AND INTERCEPT EXISTING ELEC AND TELECOM CONDUIT (PSE, COMCAST) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:28 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CA-2.41.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CA-2.41 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34UTILITY CONVERSION PLAN MEADOW AVE N (DUCT BANK PROFILES TO BE ADDED FOLLOWING DRY UTILITY AGENCY DESIGN PARTICIPATION) NOTES: 1.COORDINATE UTILITY POLE REMOVAL WITH PURVEYOR. SEQUENCE WORK WITH STREET IMPROVEMENTS AS NEEDED TO PROVIDE CONTINUOUS STREET LIGHTING. TRASH ENCLOSURETRANSFORMER VAULT~1825 SF. BIO-RETENTION PLANTERN 2ND ST MEADOW AVE NALLEYGARDEN AVE NBRONSON WAY N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:29 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-1.01.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN Page Setup: _INSIDE TB 22X34STREET IMPROVEMENT COVER SHEET CB-1.01 VICINITY MAPSHEET INDEX1300 BRONSON WAY STREET IMPROVEMENTS SITE DATA: 1.TOTAL AREA: TBD 2.PROPOSED NO. OF LOTS: TBD 3.TAX PARCEL #'S: TBD 4.AVERAGE LOT AREA: TBD 5.SMALLEST LOT AREA: TBD 6.MAXIMUM LOT AREA: TBD 7.MINIMUM LOT AREA ALLOWED: TBD 8.SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: TBD 9.SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: TBD 10.SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: TBD 11.SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: TBD 12.TOTAL SQUARE FOOTAGE IN OPEN SPACE TRACTS: TBD 13.PROPOSED NET DENSITY: TBD 14.DENSITY ALLOWED BY CODE: TBD 15.EXISTING ZONING: TBD 16.REQUIRED MIN. SETBACKS: TBD FRONT:TBD GARAGE:TBD INTERIOR:TBD REAR:TBD SIDE STREET:TBD (NOTE:SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS OR RACTS SERVING 4 LOTS OR LESS) DISTURBED AREA: TBD AREA TABLE TRACT/USE AREA (SF) A B C D ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO. ENGINEER SURVEYOR DEVELOPER TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930 116TH AVE NE BELLEVUE, WA 98004 HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. LEGAL DESCRIPTIONS: LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE TBD DEVELOPED NET NEW IMPERVIOUS SURFACE TBD TOTAL DEVELOPED IMPERVIOUS SURFACE TBD RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA TBD VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' BASIS OF BEARINGS NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. 40 0 40 80 scale feet1" = 40' 20 WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425)395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT.WA 98032 (253)372-5361 COMCAST (ADDRESS TBD) (PHONE TBD) FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON.WA 98057 (425)430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 UTILITIES/SERVICES: STREET IMPROVEMENT PLANS Street Improvement Cover Sheet Road / Paving / Storm Drainage / St Lighting Plan - Bronson Way N Road / Paving / Storm Drainage / Water Main / St Lighting Plan - Garden Ave N Road / Paving / Storm Drainage / St Lighting Plan - N 2nd St Road / Paving / Storm Drainage / St Lighting Plan - Meadow Ave N Road / Paving / Storm Drainage / St Lighting Plan - Alley ONSITE PLANS Site Plan Site Plan Demolition Plan Demolition Plan Grading Plan Grading Plan Composite Utility Plan (Primary Design of Gas, Elec, and Telecom Services) CB-1.01 CB-2.01 CB-2.21 CB-2.31 CB-2.41 CB-2.51 CC-4.01 CC-4.11 CC-6.01 CC-6.11 CC-7.01 CC-7.11 CC-11.11 CALL BEFORE YOU DIG: 1-800-424-5555 SHEET CB-2.41 N 3rd St Park Ave NBronson Way N Ced a r R i v e r I-405 N 2nd St Liberty Park Cedar River ParkHouser Way S169Meadow Ave NN 1 s t S t I-405 I-405 Project Site SHEET CB-2.01 SHEETS CC-4.11 CC-6.11 CC-7.11 SHEETS CC-4.01 CC-6.01 CC-7.01 SHEET CB-2.21 SHEET CB-2.31 SHEET CB-2.51 25+0025+76.5411+00 12+00 13+00 14+00 14+16.65 44+0044+62.1254+0054+84.33MEADOW AVE NALLEYGARDEN AVE NBRONSON W A Y N BRONS O N W A Y N 4 2 434 3 VARIES8'8'60'±16' EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY R=35' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) EXISTING CURB TO REMAIN RIGHT-OF-WAY, TYP STREET LIGHT POLE PER C.O.R. STD DETAIL 115 CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 1042%2%EXISTING CURB TO REMAIN PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15.03 PARALLEL CURB RAMP PER WSDOT STANDARD PLAN F-40.12.03 (RIGHT-OF-WAY CONSTRAINED) LIMITS OF GRIND & OVERLAY TO EXTEND TO EXISTING LANE STRIPE, TYP DEDICATED RIGHT-OF-WAY STORM DRAIN INLET PER C.O.R. STD DETAIL ___ IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:29 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-2.01.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN ROAD, PAVING, AND DRAINAGE PLAN BRONSON WAY N CB-2.01 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34 31+0032+0021+00 22+00 23+00 24+00 25+00 25+76.54 11+0012+00N 2ND STGARDEN AVE N B R O N S O N W A Y N EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY R=35' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP STREET LIGHT POLE PER C.O.R. STD DETAIL 115, TYP 2%EXISTING CURB TO REMAIN PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=20' R=10' R=10'5'7.5'30'17'1300 BRONSON WAY NORTH 22'CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.2 PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15-03 4242 41 41 FOR WATER MAIN IMPROVEMENTS SEE SHEET CB-5.21 STORM DRAIN INLET PER C.O.R. STD DETAIL ___11'FG 40.70 FG 41.15 FG 41.53 FG 41.65 FG 41.49 FG 42.13 8" PCC DRIVEWAY CONCRETE (NO CURB CUT) THERMOPLASTIC CROSSWALK PER WSDOT STD PLAN M-15.10-01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:29 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-2.21.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CB-2.21 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34ROAD, PAVING, AND DRAINAGE PLAN GARDEN AVE N 31+00 32+00 33+00 33+82.06 21+0041+0051+00TRANSFORMER VAULTN 2ND ST MEADOW AVE NALLEYGARDEN AVE N4 1 41 41 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP STREET LIGHT POLE PER C.O.R. STD DETAIL 115, TYP CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104 2%PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=20' R=15'5'8.3'15'16' 1300 BRONSON WAY NORTH EXISTING MEDIAN ISLAND TO REMAINCEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.2 PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15.03 PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15.03 30'14.91'FG 41.11FG 41.07 STORM DRAIN INLET PER C.O.R. STD DETAIL ___ 24' 1' VACATED RIGHT-OF-WAY 1' DEDICATED RIGHT-OF-WAY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:29 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-2.31.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CB-2.31 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34ROAD, PAVING, AND DRAINAGE PLAN N 2ND ST 33+0033+82.0614+0014+16.6541+00 42+00 43+00 44+00 44+62.12 N 2ND STMEADOW AVE N BRONSON WAY N41 42 4241 424143EXISTING RIGHT-OF-WAY DEDICATED RIGHT-OF-WAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP 2" AC GRIND & OVERLAY, TYP CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYPSTREET LIGHT POLE PER C.O.R. STD DETAIL 115, TYP 2%EXISTING CURB TO REMAIN PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP R=15'8'5'15'PERPENDICULAR CURB RAMP PER WSDOT STANDARD PLAN F-40.15.03 30'17.83'STORM DRAIN INLET PER C.O.R. STD DETAIL ___ STORM DRAIN INLET PER C.O.R. STD DETAIL ___9'15'IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:29 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-2.41.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CB-2.41 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34ROAD, PAVING, AND DRAINAGE PLAN MEADOW AVE N 32+0033+0012+0013+0051+00 52+00 53+00 54+00 54+84.33 TRASH ENCLOSURETRANSFORMER VAULT ~1825 SF. BIO-RETENTION PLANTER N 2ND STALLEY BRONSON WAY NBRONSON WAY N434342414241 43 CENTERLINE (RIGHT-OF-WAY) RIGHT-OF-WAY, TYP ASPHALT ALLEY PAVEMENT PER C.O.R. ORDINANCE 5517. 4" HMA OVER 6" CSTC PLANTING STRIP, TYP CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007, TYP 16'5'5' 24.01' 1300 BRONSON WAY NORTH SEE SHEET CB-2.41 FG 41.00 FG 42.00 FG 42.36 FG 42.45 FG 42.96 FG 43.29 10.01' ENHANCED COLORED AND PATTERNED PCC DRIVEWAY CONCRETE, 8" THICKNESS ENHANCED COLORED AND PATTERNED PCC DRIVEWAY CONCRETE, 8" THICKNESS 1' DEDICATED RIGHT-OF-WAY 1' VACATED RIGHT-OF-WAY IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CB-2.51.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN CB-2.51 20 0 20 40 scale feet1" = 20' 10 Page Setup: _INSIDE TB 22X34ROAD, PAVING, AND DRAINAGE PLAN ALLEY 31+0032+0021+00 22+00 23+00 24+00 25+00 25+76.54 11+0012+004242 41 41 2%R=20'30'17'22'14.75'FIRE HYDRANT PER COR STD 310.1 CENTERLINE (RIGHT-OF-WAY) 12" W DIP CL-52 OFFSET 2.25' LT FROM C/L TEE 12" W DI TO 8" W DI PER STD 300.2 CONN BY COR TEE 12" W DI TO 8" W DI PER STD 300.2 CONN BY COR TEE 8" W CI TO 12" W DI PER STD 300.2 CONN BY COR THRUST BLOCK PER COR STD 330.2 AREA = XX FT2 THRUST BLOCK PER COR STD 330.2 AREA = XX FT22.5'DW, FW SERVICE CAPACITY, METER, BACKFLOW PREVENTOR DESIGN TO BE COORDINATED WITH PLUMBING DESIGNER IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/13/2019 1:07 PM USER: tonyd PATH: C:\Projects\10040 CITC Renton Design\cad\02_Land_Use_Application_Set\2019-09-13_LandUse_Set\CB-5.21_Watermain_Plan_Profile\CB-5.21_2019-09-13.dwg9/16/19 A-NNNNNNN 5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN4128 Meridian Ave N Seattle, WA 98103 tony@dubinenv.com (206) 898-0057 20 0 20 40 scale feet1" = 20' 10 Page Setup: PDF 22x34PROFILE TO BE ADDED AFTER CONSULTATION WITH CITY ON EXISTING UTILITIES 24+0025+001 2 + 0 0 13+0054+0054+84.33ALLEY GARDEN AVE N BRONSON WAY NB R O N S O N W A Y N MATCHLINE SEE SHEET CC-4.11Page Setup: PDF 30X42 (L)SITE PLANCC-4.01Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-4.01.dwg 10501020scalefeet1" = 10'SITE PAVING NOTES:1.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDINGUNLESS NOTED OTHERWISE.2.PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK ANDCONCRETE PAVEMENT ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL ANDFIXED OBJECTS.3.SEE SHEET A1.10 FOR ADDITIONAL PLAZA DETAIL AND INFORMATION. 52+0053+0054+00TRASH ENCLOSURETRANSFORMER VAULT~1825 SF. BIO-RETENTION PLANTERN 2ND ST MEADOW AVE NALLEYMATCHLINE SEE SHEET CC-4.01 258.15'64.04'4" WHITE PAINT STRIPING, TYPPARKING LOT PAVEMENT3" HMA OVER 6" CSTCFOR TRANSFORMER VAULTENCLOSURE DETAILS SEESHEET A1.12FOR TRASH ENCLOSUREDETAILS SEE SHEET A1.12FOR BIORETENTION PLANTERDETAILS SEE SHEET CC-8.11CEMENT CONCRETESIDEWALK PER C.O.R. STDDETAILS 102 AND F007, TYP1' VACATED RIGHT-OF-WAY1' DEDICATED RIGHT-OF-WAYCONCRETE WHEEL STOP, TYPPage Setup: PDF 30X42 (L)SITE PLANCC-4.11Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-4.11.dwg 10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-4.01 FOR SITE PAVING NOTES. ALLEY GARDEN AVE N BRONSON WAY NB R O N S O N W A Y N DEDICATEDRIGHT-OF-WAYPARTIAL BUILDING REMOVAL.SEE ARCH AND STRUCTURALFOR ADDITIONAL INFORMATIONEXISTINGRIGHT-OF-WAY,TYPMATCHLINE SEE SHEET CC-6.11Page Setup: PDF 30X42 (L)DEMOLITIONPLANCC-6.01Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-6.01.dwg 10501020scalefeet1" = 10'SITE DEMOLITION NOTES:1.NO DEMOLITION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMMENCE WITHOUTPERMIT APPROVAL FROM THE CITY OF RENTON.2.THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARYBARRIERS AND SECURITY DEVICES AS NECESSARY FOR THE PROTECTION OF THEADJACENT PUBLIC IMPROVEMENTS WITHIN THE STREET RIGHT-OF-WAY.3.NO DEMOLITION OUTSIDE THE LIMITS OF WORK IS ALLOWED UNLESS NOTEDOTHERWISE ON THE PLAN.4.THE CONTRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT, AND/ORCAPPING OF THE EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY.5.CONTRACTOR SHALL VERIFY THAT ALL TELEPHONE AND COMMUNICATIONS WIRESAND CONDUCTORS HAVE BEEN DECOMMISSIONED PRIOR TO REMOVAL OFCOMMUNICATIONS AND TELEPHONE DUCTBANK CONDUIT AND VAULTS.6.DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES SHALLNOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FORREMOVAL HAVE BEEN MADE SAFE.7.CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE LIMITSOF DEMOLITION, UNLESS NOTED OTHERWISE.8.REFER TO THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR HISTORICAND ANTICIPATED UNDERGROUND TANK AND CONTAMINATION REMOVALPROCEDURES.9.FOR ADDITIONAL ENVIRONMENTAL REQUIREMENTS DURING DEMOLITION, SEESHEET A1.21.LEGEND:REMOVE EXISTING PCC PAVEMENTREMOVE EXISTING BUILDING AND FOUNDATIONSREMOVE EXISTING AC PAVEMENTINFRASTRUCTURE TO BE REMOVEDINFRASTRUCTURE TO REMAIN N 2ND ST MEADOW AVE NALLEYEXISTINGRIGHT-OF-WAY,TYPREMOVE EXISTINGSHRUBS, TYPEXISTING ALLEY UTILITYSTRUCTURES AND PIPINGTO REMAIN, TYPCOORDINATE REMOVAL OF CELLTOWER FACILITY WITH OWNERREMOVE EXISTING PCCSLABS, WALLS, UTILITY STUBS,AND FOUNDATION ELEMENTS,TYP THIS PARCELREMOVE EXISTING ONSITE LIGHTSTRUCTURE AND ELECTRICALCONDUIT & CABLINGREMOVE EXISTING BOLLARDS,FOUNDATIONS, AND CHAIN BARRICADES,TYP EAST AND SOUTH PARCEL LIMITSMATCHLINE SEE SHEET CC-6.01SEE SHEET CC-12.11 FOR SIDE SEWERRE-USE, ABANDONMENT, AND/ORRECONNECTION INFORMATION(TYPICAL 8 LOCS)REMOVE EXISTING ONSITELIGHT STRUCTURE, CONDUIT,AND CABLINGCLEAR EXISTING LAWNAND VEGETATIONPage Setup: PDF 30X42 (L)DEMOLITIONPLANCC-6.11Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-6.11.dwg 10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-6.01 FOR SITE DEMOLITION NOTES AND LEGEND. 24+0025+001 2 + 0 0 13+0054+0054+84.33ALLEY GARDEN AVE N BRONSON WAY NB R O N S O N W A Y N 42434343FG 42.78FG 42.82FG 42.60FG 42.70FG 42.65FG 42.13FG 42.39FG 42.65FG 43.29FG 43.130.9%1.0%FG 43.08FG 43.80FG 43.90FG 43.30FG 43.80FG 43.501.0%FGMATCHLINE SEE SHEET CC-7.11Page Setup: PDF 30X42 (L)GRADING PLANCC-7.01Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-7.01.dwg 10501020scalefeet1" = 10'SITE GRADING NOTES:1.ALL GRADING SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECTGEOTECHNICAL REPORT TITLED: “GEOTECH REPORT, PROPOSED BUILDING ADDITIONPROJECT, 1300 BRONSON WAY NORTH, RENTON WASHINGTON” PREPARED BYGEOTECH CONSULTANTS INC., APRIL 26, 2019.2.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT, GUTTER ELEVATION OR FINISHEDGRADE UNLESS NOTED OTHERWISE.3.TOP ELEVATION FOR ALL CATCH BASINS WITH SOLID COVER SHALL MATCH FINISHGRADE.4.TOP ELEVATION FOR ALL VAULTS SHALL MATCH FINISH GRADE. SLOPE VAULT LIDS ASREQUIRED.5.FOR ADDITIONAL RETAINING WALL SECTION AND PROFILE INFORMATION SEESTRUCTURAL AND ARCHITECTURAL DRAWINGS.6.SLOPES PROVIDED ARE FOR REFERENCE ONLY, MATCH SPOT ELEVATIONS ANDCONTOURS.7.ENVIRONMENTAL REVIEW INFORMATION:A. AREA OF ENTIRE PROPERTY: 65,176 SFB. AREA OF WORK: 65,176 SFC. TOTAL EARTHWORK: CUT=900 CY (1,100 TONS); FILL=0D. EARTHWORK SOURCE / DESTINATION: TBD 52+0053+0054+00TRASH ENCLOSURETRANSFORMER VAULT~1825 SF. BIO-RETENTION PLANTERN 2ND ST MEADOW AVE NALLEY41424241 43 4241 4241 4343FG 43.05FG 43.35FG 41.30FG 41.28FG 41.22FG 41.34FG 41.44FG 41.501 . 0%FG 43.42FG 42.56FG 41.70FG 42.24FG 41.38FG 43.101.0% 1 . 0% MATCHLINE SEE SHEET CC-7.01SEE SHEET CC-8.01 FOR BIORETENTIONPLANTER SHEET FLOW DRAIN OPENINGLOCATIONS AND PIPE LAYOUTS2%4%Page Setup: PDF 30X42 (L)GRADING PLANCC-7.11Date:Client Project Number:Sheet Number:Sheet Title:5900 4th Avenue South, Suite 204Seattle, WA 98108(858)-581-0754Patrick Hansen-Lund, P.E. / ProjectManagerProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONRenton Land UsePermit Application1300 Bronson Way N.Renton,WA 98057CITC RENTONBRPHL240049/16/199/12/2019 12:30 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CC-7.11.dwg 10501020scalefeet1" = 10'NOTES:1.SEE SHEET CC-7.01 FOR SITE GRADING NOTES. 52+0053+0054+00TRASH ENCLOSURETRANSFORMER VAULT/BIORETENTION~1,800 SF (173' X 10.5')4" PERF. UNDERDRAIN6" LAT. TO EX.SD CATCH BASINEX. BUILDING HAS 8 LATERAL CONN. TO EX. SS.EX. PIPES WILL BE REUSED OR ABANDONEDBASED ON COORD. W/PLUMBING DESIGNPage Setup: PDF 30X42 (L)Date:Client Project Number:Sheet Number:Sheet Title:4218 Meridian Ave NSeattle, WA 98103206-898-0057Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUEFOR REFERENCE ONLYNOT FOR CONSTRUCTIONTony Dubin, P.E.Project ManagerLand Use Permit ApplicationCC-8.11DRAINAGEFACILITY PLAN1300 Bronson Way N.Renton,WA 98057CITC RENTONAMDPHL240049/16/1912019.09.16Land Use Permit Application9/13/2019 10:54 AM USER: tonyd PATH: C:\Projects\10040 CITC Renton Design\cad\02_Land_Use_Application_Set\2019-09-13_LandUse_Set\CC-8.11_Drainage_Plan\CC-8.11_2019-09-05.dwg 10501020scalefeet1" = 10' NWES0'8'16'32'64'Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE APPLICATIONL1.00Tree Retention/Removal Plan1300 Bronson Way N.Renton,WA 98057CITC RENTONELEL240042019.09.04A2019.09.16Renton Land Use Permit Application 42 42414142424141 4 3 43 42414241 4343ENTRY ACCESSACCESSACCESSEXITONE WAYACCESSACCESSGARDEN AVE NN 2ND ST.MEADOW AVE NBRONSON WAY NRESIDENTIAL ZONE15'-0" S.B.COMMERCIAL ZONE0'-0" S.B.1300 BRONSONWAY N.PUBLIC ALLEYBLDG. HEIGHT = 42'-10"P-11/2" = 1'-0"2'-0"P-23/4" = 1'-0"SECTION VIEW1" = 1'P-3NWES0'8'16'32'64'Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE APPLICATIONL1.01Landscape Plan1300 Bronson Way N.Renton,WA 98057CITC RENTONELEL240042019.09.05A2019.09.16Renton Land Use Permit Application ENTRYACCESSACCESSPARCEL CAPN: 1352300045LOT 9PARCEL D APN:1352300050LOT 10PARCEL E LOT 11PARCEL E LOT 12PARCEL E LOT 13PARCEL ELOT 14PARCEL E LOT 15PARCEL ELOT 16PARCEL B LOT 8PARCEL B LOT 7PARCEL B LOT 6PARCEL B LOT 5PARCEL A LOT 4PARCEL ALOT 3PARCEL A LOT 2PARCEL A LOT 1GARDEN AVE NN 2ND ST.MEADOW AVE NB R O N S O N W A Y N ADJACENTRESIDENTIAL ZONE15'-0" S.B.ADJACENTCOMMERCIAL ZONE0'-0" S.B.1300 BRONSON WAY N.3212'-0" LANDSCAPINGWALK5'-0"BIO-RETENTION11'-10"20'-0"24'-0"20'-0"BUFFER10'-0" LANDSCAPE08 10 11 120913 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930313637383940414243444546474850515260 59 58 57 56 55 5354N WE S 0'10'20'40'80'PUBLIC ALLEY~1825 SF. BIO-RETENTION PLANTER 333402 03 04 05 06 0749013534TRASH ENCLOSURETRANSFORMER VAULT/ BREAK AREALANDSCAPE12'-8 1/2"234'-0"24'-0" 20'-0"1'-5" 2'-7" 89'-3 3/8" 10'-0" 49'-0 1/2" 38'-9 1/2" 56'-2 7/8" 24'-0" 42'-5 7/8"LANDSCAPE BUFFER10'-0"SHIFT1'-2 7/8"15'-0"SHIFT1'-0"ACCESS EXIT ONE WAY PARKING LOT 60 STALLS1'-4 7/8"5'-0" WALK8'-0" LANDSCAPELANDSCAPE8'-0"WALK8'-0"LANDSCAPE7'-6"WALK5'-0"LANDSCAPE8'-3 5/8"WALK5'-0"10'-0" REQ. LANDSCAPE BUFFER @ STREET ROW'S (PER RMC 4-4-070-F-1)ACCESSACCESSBUFFER10' LANDSCAPE INTERIOR PARKING LOT LANDSCAPING MIN. 25SF PER PARKING STALL (PER RMC 4-4-070-5b)PROPOSED 12" SHIFT EAST OF PROPERTY LINES AT BOTH SIDES OF ALLEYPUBLIC PLAZA PER RMC 4-3-100, REFER TO PLAZA AREA AND CALCULATION BELOWGREENWALL PER FLOOR PLAN + ELEVATIONS. REEFER TO LANDSCAPE FOR PLANT SPECIES30'-8 3/8" 14'-3 3/4"306'-0 7/8"56'-2 1/2"5'-0"175'-0"5'-0" 24'-6"SETBACK15'-0"16'-0" ALLEY33'-7"60'-11"39'-0"12'-9 3/8"2"103'-8 7/8"1 1/2"ALLEY16'-0" PUBLIC 101'-10"14'-4 7/8"SETBACK15'-0"SETBACK15'-0"UPPER LEVEL ABV. (SHOWN DASHED)UPPER LEVEL (SHOWN DASHED)15'-0" MIN. SETBACK PROVIDED AT NEW UPPER LEVEL PER RMC 4-2-120A. WHERE LOT ABUTS ADJACENT LOT ZONED AS RESIDENTIALADJACENTRESIDENTIAL ZONE15'-0" S.B.A1.101PROPERTY AREA VACATED FOR ADA RAMP, PER CIVILA1.121A1.131EXISTING LOWER LEVEL BUILDING FOOTPRINT, TO REMAINPROJECT INFORMATIONADDRESS:1300 BRONSON WAY N. RENTON, WASHINGTONTAX ASSESSOR PARCEL NUMBERS:1352300005, 1352300025, 1352300045, 1352300050, 1352300060, & 1352300071PROJECT NUMBER:NOT ASSIGNEDPROJECT DESCRIPTION:ADAPTIVE REUSE OF EXISTING 32,681SF BUILDING, WITH NEW SECOND LEVEL ADDITION INCLUDING A FULLY SCREENED ROOFTOP MECHANICAL AREA AND (4) ROOF DECK AREAS. SITE WORK INCLUDES NEW SURFACE PARKING LOT, LANDSCAPING AREAS, PUBLIC PLAZA, STREET AND PARKING LOT LIGHTING, NEW SIDEWALKS AND CURBS, UTILITY UNDERGROUNDING AND STREET REPAVING/ RESURFACING.LEGAL DESCRIPTION:LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON.TOTAL LOT AREA:65,175.62 SF (1.496 ACRES)PUBLIC PLAZA CALCULATIONS:PLAZA AREA:MINIMUM AREA (PER RMC 4-3-100)1% SITE AREA + 1% GROSS BUILDING AREA651.75 SF SITE + 497.63 SF BUILDING = 1149.38 SF MIN PLAZA AREA 1490 SF (PLAZA HARDSCAPE) + 1948 SF (PLAZA LANDSCAPING) = 3438 SF (TOTAL PLAZA AREA)3438 SF PROPOSED PLAZA > 1149.38 SF REQUIRED PLAZABENCHES:(PER RMC 4030199)3 LINEAR FEET OF BENCH TO BE PROVIDED PER 60S.F. OF PLAZA OPEN AREA.(1490S.F. / 60S.F.) X 3LF= 57.45 L.F. (MIN.)58.5 L.F. (PROPOSED > 57.45 (REQUIRED)BUILDING CODE INFORMATION:JURISDICTION:CITY OF RENTONAPPLICABLE CODES:ZONING CODE: RENTON MUNICIPAL CODE (TITLE IV)BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODEENERGY CODE: 2015 WASHINGTON STATE ENERGY CODECODE INFORMATION:CONSTRUCTION TYPE: TYPE IV (HEAVY TIMBER)OCCUPANCY: BUSINESS GROUP BUSES: EDUCATION (OVER 12TH GRADE), TRAINING AND SKILL DEVELOPMENT, ADMINISTRATIVE OFFICES.ZONING CODE INFORMATION:ZONES: CA (COMMERCIAL ARTERIAL), - LOTS 1-8, 12-16R-8 (RESIDENTIAL - 8 DU/AC), - LOTS 9,10,11LOT COVERAGE (MAX.): 65%HEIGHT LIMIT: 50'-0" ABOVE AVERAGE GRADEYARD REQUIREMENTS: FRONT: 20 ftSIDE: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)REAR: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)ENVIRONMENTAL INFORMATION:CRITICAL AREAS: AQUIFER PROTECTION ZONEGENERAL SITE NOTES:1. REFER TO CIVIL ENGINEERING SHEETS FOR RIGHT OF WAY IMPROVEMENTS, SITE GRADING, UTILITIES, AND DRAINAGE WORK.2. REFER TO LANDSCAPE SHEETS FOR LANDSCAPE DESIGN, PLANTS SPECIES AND IRRIGATION INFORMATION.3. REFER TO LIGHTING SHEETS FOR ALL EXTERIOR SITE LIGHTING ON PRIVATE PROPERTY.4. REFER TO SURVEY FOR EXISTING PROPERTY INFORMATION AND PROPERTY LINE DIMENSIONS.SITE AREA LEGENDASPHALT ROAD PAVEMENTSIDE WALKSSITE LANDSCAPINGINTERIOR PARKING LANDSCAPINGPEDESTRIAN CROSSING PAVINGNOTE: REFER TO SHEET A6.20 FOR ADDITIONAL MATERIAL INFORMATIONGENERAL SITE NOTES:EXISTING BUILDING FOOTPRINT40'-8"41'-0"43'-3"42'-4"41'-1" + 43'-3" + 42'-4" + 40'-8" = 167'-4"167'-4" / 4 = 41'-10"EXISTING AVERAGE GRADE = 41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE PERMITAPPLICATIONA1.00Site Plan1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161" = 20'-0"1Site PlanLANDSCAPE AREACALCULATIONSNAME AREAPARKING LOT INTERIOR LANDSCAPINGBIO RETENTION PLANTER 1,824 SFINTERIOR LANDSCAPE 3,014 SF4,839 SFPARKING LOT LANDSCAPE BUFFERLANDSCAPE BUFFER 5,314 SF5,314 SFPLAZAPLAZA HARDSCAPE 1,490 SFPLAZA LANDSCAPE 1,948 SF3,438 SFRIGHT OF WAY LANDSCAPER.O.W. LANDSCAPE 8,004 SF8,004 SF21,595 SF• PER RMC 4-4-070-F-1; 10'-0" OF ON-SITE LANDSCAPING IS REQUIRED ALONG ALL PUBLIC STREET FRONTAGES• PER RMC 4-4-070-F-5b MIN. INTERIOR LANDSCAPE 25 SF. PER PARKING STALL60 PARKING STALLS * 25 SF = 1500 SF4,891 SF > 1500 SF THEREFORE OKGROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFSITE AREACALCULATIONSNAME AREAACCESSORIES STRUCTURESTRANSFORMER VAULT/ BREAK AREA 358 SFTRASH ENCLOSER 427 SF785 SFBUILDINGBUILDING FOOTPRINT 31,227 SF31,227 SFLANDSCAPEBIO RETENTION PLANTER 1,824 SFINTERIOR LANDSCAPE 3,014 SFLANDSCAPE BUFFER 5,314 SFR.O.W. LANDSCAPE 8,004 SF18,157 SFPARKINGPARKING LOT HARDSCAPE 18,534 SF18,534 SFPLAZAPLAZA HARDSCAPE 1,490 SFPLAZA LANDSCAPE 1,948 SF3,438 SFWALKSR.O.W. HARDSCAPE 7,185 SFWALKS 2,072 SF9,257 SF81,397 SFEXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 32 14 16- BRICK UNIT PAVING03 33 00- ARCHITECTURALCONCRETE07 42 13.2.1.D- 1/2CORTEN-STEEL32 33 43.13- SITE SEATING32 15 40- CRUSHED STONESURFACING32 94 43- TREE GRATES03 33 00- ARCHITECTURALCONCRETE07 42 13.2.1.D- 1/2CORTEN-STEEL32 33 43.13- SITE SEATING32 33 43.13- SITE SEATING03 33 00- ARCHITECTURALCONCRETE07 42 13.2.1.D- 1/2CORTEN-STEEL32 14 16- BRICK UNIT PAVING07 42 13.2.1.D- 1/2CORTEN-STEEL13 12 13- EXTERIORFOUNTAINS24'-7 1/4"26'-7 5/8"7'-5 1/2"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.10Enlarged SitePlan -Bronson WayPlaza1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/4" = 1'-0"1Enlarged Site Plan - Bronson Way PlazaA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 2A1.123A1.124/A1.127/A1.126/A1.125/A1.12G-2G-2G-2G-2SW-14 5/8" 7 5/8" 17'-4" 7 5/8" 17'-4" 7 5/8" 4 1/2"32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS37'-4"9"8'-6"3A1.12R-1F204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS1'-4"9'-2"2A1.12F2R-105 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY2A1.1204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS3A1.1205 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS3A1.1204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS2A1.1205 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.12Enlarged SitePlan -Details/Elevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/4" = 1'-0"1Enlarged Site Plan - Trash Enclosure1/4" = 1'-0"2Site Section - Trash Enclosure E/W1/4" = 1'-0"3Site Section - Trash Enclosure N/S1/4" = 1'-0"4Trash Enclosure - East Elevation1/4" = 1'-0"5Trash Enclosure - South Elevation1/4" = 1'-0"6Trash Enclosure - North Elevation1/4" = 1'-0"7Trash Enclosure - West ElevationA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 2/A1.133/A1.134/A1.135/A1.136A1.137A1.13G-2G-2G-2G-2SW-1STUDENT BREAK AREA6A1.1305 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 31 23- STEEL ROOFDECKING7A1.1305 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 31 23- STEEL ROOFDECKING6A1.1305 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY7A1.1304 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS7A1.13R-1SW-1G-2F205 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY6A1.13F2G-2G-2G-2R-104 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.13Enlarged SitePlan -Details/Elevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/4" = 1'-0"1Enlarged Site Plan - Transformer Vault1/4" = 1'-0"2Transformer Vault - East Elevation1/4" = 1'-0"3Transformer Vault - South Elevation1/4" = 1'-0"4Transformer Vault - West Elevation1/4" = 1'-0"5Transformer Vault - North Elevation1/4" = 1'-0"6Site Section - Transformer Vault E/W1/4" = 1'-0"7Site Section - Transformer Vault N/SA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UP1234567891011ABCEFHIJ121314151617182021DG193/A4.21101101103103201102205205203202204101101101102202102202102202102202202204203203204204204204204204204204204204204204204204203204201201201201201201204204204201203203203203203203204204204204204204204204202202202202202202202102102102102102102102202102203203204204204204203203201201201201203203203204206204204204203203203201207201203206201201201202202202202202203203203203203203203203201201201201201204203201203205208208202203202202251251206251252252252251252252252202N WES0'5'10'20'40'ENVIRONMENTAL DEMOLITION NOTES:ENVIRONMENTAL HAZARDOUS MATERIALS, REPORTING, AND UNDERGROUND STORAGE TANKS, PIPING, AND EQUIPMENTSIGNIFICANT UNDERGROUND STORAGE TANKS, STATIONS, PIPING AND ASSOCIATED EQUIPMENT ARE KNOWN TO BE IN PLACE BELOW THE EXISTING FLOOR SLABS AND FOUNDATIONS OF THE EXISTING BRYAN MOTORS BUILDING. THE SPECIFIC SIZE, DEPTH, AND EXTENT OF THESE FACILITIES HAS NOT BEEN DETERMINED AND MAPPED. REFER TO THE TERRACON LIMITED SITE INVESTIGATION REPORT, DATED AUGUST 8, 2018 ENVIRONMENTAL OWNERSHIP AND CLOSURE REQUIREMENTSRENTON MUNICIPAL CODE 4-9-015B.2 REQUIRES THAT THE OWNER/SELLER OF THIS PROPERTY (BRYAN MOTORS) PROVIDE FULL ENVIRONMENTAL CLEANUP AND CLOSURE OF THE PROPERTY. THE CLOSURE REQUIREMENTS FOR THE CURRENT OWNER OF THE BRYANT MOTORS FACILITY HAVE BEEN FILED AND ARE BEING PURSUED WITH THE CITY OF RENTON. AQUIFER PROTECTION AREA CLOSURE PERMIT IS REQUIRED. THE EXISTING FACILITIES ON THE SUBJECT PROPERTIES ARE LOCATED WITHIN ZONE1 OF THE CITY’S AQUIFER PROTECTION AREA (APA).PER RMC CHAPTER 4-9-015B.2, A CLOSURE PERMIT IS REQUIRED FOR FACILITIES LOCATED IN ZONE 1 OF THE CITY’S AQUIFER PROTECTION AREA. THE FOLLOWING EXPLANATION OF WHEN A CLOSURE PERMIT IS REQUIRED IS QUOTED FROM THE RENTON MUNICIPAL CODE (RMC), CHAPTER 4-9-015B.2: “NO OWNER OF A FACILITY IN ZONE 1 SHALL CLOSE A FACILITY WITHOUT FIRST OBTAINING A CLOSURE PERMIT TO DO SO FROM THE DEPARTMENT”.ALL INQUIRIES AND CONCERNS REGARDING THE ENVIRONMENTAL TESTING AND CLOSURE OF THIS PROPERTY SHALL BE NOTED TO THE OWNER AND ARCHITECT AND THE PREVIOUS OWNER AND OWNER’S CURRENT ENVIRONMENTAL ENGINEER:GEOENGINEERS: 17425 NE UNION HILL ROAD, SUITE 250 REDMOND, WASHINGTON 425.861.6000 CITC WASHINGTON-TERRACON PRELIMINARY ENVIRONMENTAL ASSESSMENTTERRACON PERFORMED A PHASE I ENVIRONMENTAL SITE ASSESSMENT (ESA) OF THE SITE FOR RHODES ARCHITECTURE + LIGHT (TERRACON PROJECT NO. 81187129), DATED APRIL 18, 2018. BASED ON THE FINDINGS OF TERRACON’S ESA, THE FOLLOWING RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) WERE IDENTIFIED IN CONNECTION WITH THE SITE: 1. THE BRYANT BUILDING WAS REPORTED WITH MULTIPLE UNDERGROUND STORAGE TANKS (USTS; E.G. HEATING OIL, WASTE OIL) WHICH WERE DECOMMISSIONED IN PLACE. 2. THE MAIN SHOP AREA OF THE BRYANT BUILDING IS EQUIPPED WITH A WASTE OIL SUBSURFACE VAULT. 3. THE SITE WAS HISTORICALLY UTILIZED FOR AUTO AND PARTS SALES WITH REPORTED LIMITED AUTO REPAIR AND PAINTING OPERATIONS. ADDITIONAL OPERATIONS INCLUDED CHEMICAL/OIL STORAGE, SPILLS, WASH SUMPS, A HYDRAULIC HOIST WITH SUBSURFACE COMPONENTS, AND A PARTS WASHER.4. THE SITE WAS EQUIPPED WITH FOUR WASH SUMPS LOCATED IN THE MIDDLE ROOM AND MAIN SHOP AREA OF THE BRYANT BUILDING. BASED ON THE DURATION OF OPERATIONS, PROXIMITY TO AUTO REPAIRS, AND/OR PRESENCE OF AN OIL/WATER TYPE SEPARATOR, THERE IS THE POTENTIAL FOR AN UNDOCUMENTED RELEASE. 5. THE SITE WAS FORMERLY OCCUPIED BY RESIDENTIAL STRUCTURES WHICH WERE REPORTEDLY HEATED WITH OIL BURNING FURNACES THAT MAY HAVE UTILIZED USTS TO STORE THE FUEL. 6. A GAS STATION WAS IDENTIFIED IN THE SOUTHEAST CORNER OF THE SITE. TWO USTS WERE REPORTEDLY CLOSED IN PLACE; HOWEVER, REPORTS DOCUMENTING TANK CLOSURE AT THESE LOCATIONS WERE NOT AVAILABLE. 7. THE SOUTHWEST CORNER OF THE SITE WAS HISTORICALLY A GAS STATION. ALTHOUGH IT WAS REPORTED THAT AT LEAST ONE OF THE FORMER USTS WAS REMOVED, THERE WAS NO ASSESSMENT COMPLETED/PROVIDED TO DOCUMENT THE PROPER CLOSURE OF THE TANKS AND OTHER ASSOCIATED FEATURES (E.G. VAULTS, HOISTS, WASTE OIL TANKS). 8. A FORMER TEXACO GASOLINE STATION, LOCATED AT 1408 BRONSON WAY NORTH, WAS IDENTIFIED ON THE EAST-ADJOINING PROPERTY. THE SITE HAD DOCUMENTED SOIL AND GROUNDWATER IMPACTS. DEPTH TO GROUNDWATER AT THE FACILITY WAS APPROXIMATELY 21 TO 23 FEET BELOW GROUND SURFACE (BGS), WITH A HORIZONTAL GRADIENT TOWARD THE SOUTH. THE FORMER TEXACO STATION RECEIVED A NO FURTHER ACTION (NFA) DETERMINATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IN OCTOBER 2003. FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS RESULTING FROM THE TERRACON ENVIRONMENTAL ASSESSMENT REPORT ARE BASED UPON INFORMATION DERIVED FROM THE ON-SITE ACTIVITIES AND OTHER SERVICES PERFORMED UNDER THIS SCOPE OF WORK; SUCH INFORMATION IS SUBJECT TO CHANGE OVER TIME. CERTAIN INDICATORS OF THE PRESENCE OF HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, OR OTHER CONSTITUENTS MAY HAVE BEEN LATENT, INACCESSIBLE, UNOBSERVABLE, NON-DETECTABLE, OR NOT PRESENT DURING THESE SERVICES. TERRACON CANNOT REPRESENT THAT THE SITE CONTAINS NO HAZARDOUS SUBSTANCES, TOXIC MATERIALS, PETROLEUM PRODUCTS, OR OTHER LATENT CONDITIONS BEYOND THOSE IDENTIFIED DURING THIS LSI. SUBSURFACE CONDITIONS MAY VARY FROM THOSE ENCOUNTERED AT SPECIFIC BORINGS OR WELLS OR DURING OTHER SURVEYS, TESTS, ASSESSMENTS, INVESTIGATIONS, OR EXPLORATORY SERVICES. BASED ON THE FINDINGS OF TERRACON’S INVESTIGATION OF THE THREE AREAS ASSOCIATED WITH THE BRYANT MOTORS FACILITY, THE FORMER RESIDENCES AND MOTEL AND THE SOUTHEAST GAS STATIONS, TERRACON DID NOT RECOMMEND ANY ADDITIONAL INVESTIGATIONS AT THE SITE AT THE TIME OF THE CONCLUSION OF THE INVESTIGATION.THE USTS LOCATED IN THE BRYANT FACILITY AND THE POTENTIAL USTS AND ASSOCIATED PIPING ASSOCIATED WITH OTHER AREAS OF THE SITE, IF ANY ARE ENCOUNTERED DURING FUTURE SITE REDEVELOPMENT, SHOULD BE PROPERLY DECOMMISSIONED IN ACCORDANCE WITH WASHINGTON STATE RULES AND REGULATIONS. IN ADDITION, THE WASTE OIL VAULT SHOULD BE REMOVED AND IF ANY RELEASES TO SUBSURFACE SOILS ARE ENCOUNTERED THE SOILS SHOULD BE PROPERLY MANAGED IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS. FURTHERMORE, PETROLEUM-IMPACTED SOILS WERE DOCUMENTED AND/OR LIKELY TO BE ENCOUNTERED AT OTHER LOCATIONS AT THE SITE, SUCH AS IN THE VICINITY OF THE ON-SITE HOIST. ADDITIONAL PETROLEUM IMPACTED SOILS, IF ENCOUNTERED, WOULD PRESUMABLY BE ASSOCIATED WITH THE HISTORICAL USE OF THE SITE WITH THE RESIDENCES/BRYANT FACILITY DOCUMENTED WITH HEATING OIL, THE FORMER GASOLINE AND SERVICE STATIONS. IT SHOULD BE UNDERSTOOD THAT ANY EARTHWORK COMPLETED OUTSIDE OF THE AREAS INVESTIGATED COULD ENCOUNTER ADDITIONAL PETROLEUM-IMPACTED SOILS, VOLUMETRIC ESTIMATES OF WHICH CANNOT BE ESTIMATED AT THIS TIME. WHERE PETROLEUM-IMPAIRED SOILS, USTS, HOISTS, VAULTS AND/OR REMNANTS OF FORMER ENVIRONMENTAL OR AUTO REPAIR FEATURES ARE IDENTIFIED DURING SITE REDEVELOPMENT, AN ENVIRONMENT PROFESSIONAL SHOULD BE CONTACTED TO QUANTIFY AND QUALIFY THE IMPACTS. TERRACON RECOMMENDS THAT AN ENVIRONMENTAL MEDIA MANAGEMENT PLAN (EMMP) BE PREPARED FOR THE SITE TO ADDRESS IMPACTS THAT COULD BE ENCOUNTERED DURING ANY FUTURE EARTHWORK ACTIVITIES CONDUCTED AT THE SITE. THE EMMP WILL INCLUDE GUIDANCE TO THE EARTHWORK CONTRACTOR FOR THE FOLLOWING: HEALTH AND SAFETY; GENERAL CONTRACTOR/SUBCONTRACTOR ENVIRONMENTAL QUALIFICATIONS; EQUIPMENT DECONTAMINATION; WORKER EXPOSURE, MONITORING AND FIELD SCREENING OF SOILS; EXCAVATION AND STOCKPILING OF IMPACTED SOILS; SOIL SEGREGATION; SOIL SAMPLING METHODOLOGY AND FREQUENCY OF TESTING; REMEDIAL EXCAVATIONS; DISPOSITION OF EXCAVATION SPOILS; DEWATERING PROCEDURES OF POTENTIALLY IMPACTED GROUNDWATER; DISPOSITION OF IMPACTED GROUNDWATER (IF ENCOUNTERED); AND DOCUMENTATION AND REPORTING. GENERAL DEMOLITION NOTES:1. G.C. TO REVIEW FLOOR/ CEILING/ ROOF PLANS AS WELL AS EXISTING SITE CONDITIONS AND IDENTIFY SCOPE AND EXTENT OF DEMOLITION. SEE FLOOR PLANS FOR ALL RELEVANT DIMENSIONS. 2. CONTACT WASHINGTON UTILITY NOTIFICATION CENTER BEFORE EXCAVATION WORK BEGINS, PER RCW 19.122 REQUIRMENTS.3. PRIOR TO PERFORMING ANY RENOVATION OR DEMOLITION, PUGET SOUND CLEAN AIR AGENCY (CLEAN AIR AGENCY) AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES (L&I) REGULATIONS REQUIRE AN ASBESTOS SURVEY BE PERFORMED TO DETERMINE IF THERE ARE ASBESTOS-CONTAINING MATERIALS IN THE WORK AREA OR STRUCTURE. THE ASBESTOS SURVEY MUST BE CONDUCTED BY AN EPA CERTIFIED (AHERA) BUILDING INSPECTOR AND BE KEPT ON THE WORK SITE DURING THE ENTIRE DEMOLITION PROJECT, INCLUDING SITE CLEANUP.A CLEAN AIR AGENCY "NOTIFICATION", WHICH MAY ENTAIL A WAITING PERIOD OF UP TO 10 DAYS, IS REQUIRED FOR ALL DEMOLITION PROJECTS AND THOSE RENOVATION PROJECTS CONTAINING ASBESTOS, EXCEPT THE RENOVATION OF A SINGLE FAMILY DWELLING PERFORMED BY THE HOMEOWNER LIVING IN THE RESIDENCE. ALL ASBESTOS MUST BE REMOVED BY AN L&I CERTIFIED ASBESTOS ABATEMENT CONTRACTOR BEFORE ANY DEMOLITION ACTIVITIES BEGIN AND BE PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE REGULATIONS.FOR MORE INFORMATION, PLEASE CONTACT THE PUGET SOUND CLEAN AIR AGENCY THROUGH THEIR WEB SITE AT WWW.PSCLEANAIR.ORG OR BY PHONE AT 1-800-552-3565 OR (206) 689-4058.© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.21DemolitionPlan - Level 11300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Demolition Plan - Level 1DEMOLITION PLAN NOTESKEY NOTEDESCRIPTION100 - FOUNDATION/ SLAB NOTES101 REMOVE EXISTING CONCRETE SLAB ON GRADE AND ALL ASSOCIATED REINFORCING102 REMOVE EXISTING CONCRETE FOUNDATION WALL AND ALL ASSOCIATED REINFORCING103 REMOVE EXISTING BELOW SLAB ELEMENTS AS NECESSARY. ALSO REFERENCE ENVIRONMENTAL DEMOLITIONNOTES.200 - LEVEL 1 NOTES201 REMOVE EXISTING WALL FRAMING AND ALL ASSOCIATED FINISHES202 REMOVE EXISTING CONCRETE MASONRY UNITS AND ALL ASSOCIATED REINFORCING203 REMOVE EXISTING DOOR, AND ALL ASSOCIATED HARDWARE204 REMOVE EXISTING WINDOW AND ALL ASSOCIATED HARDWARE.205 REMOVE EXISTING PLUMBING FIXTURES206 REMOVE EXISTING MEZZANINE STRUCTURE ABOVE AND ALL ASSOCIATED GUARDRAILS, STAIRS AND FINISHES207 REMOVE EXISTING CASEWORK208 REMOVE TOILET PARTITIONS250 - LEVEL 1 CEILING NOTES251 REMOVE EXISTING CEILING ABOVE252 REMOVE EXISTING LIGHTING ABOVE300 - ROOF NOTES301 REMOVE EXISTING ROOF FRAMING AND ALL ASSOCIATED ROOFING AND INTERIOR FINISHES302 REMOVE EXISTING TPO ROOFING303 REMOVE EXISTING FRAMED WALLS AND ROOF OF ROOF ACCESS/ ATTIC SPACE304 REMOVE EXISTING PARAPET WALL305 SAWCUT OPENINGS THROUGH EXISTING ROOF DECKING. PROTECT BEAMS BELOW FROM SAWING.306 REMOVE EXISTING MECHANICAL VENTING AND ASSOCIATED ENCLOSURE307 REMOVE ALL UNUSED ROOF VENTS AND MECHANICAL EQUIPMENT. COORDINATE WITH NEW MECHANICALDESIGN.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG193/A4.21301302301301303304305305305305306306301304301304304304304304304304304304304304304304304307N WES0'5'10'20'40'ENVIRONMENTAL DEMOLITION NOTES:ENVIRONMENTAL HAZARDOUS MATERIALS, REPORTING, AND UNDERGROUND STORAGE TANKS, PIPING, AND EQUIPMENTSIGNIFICANT UNDERGROUND STORAGE TANKS, STATIONS, PIPING AND ASSOCIATED EQUIPMENT ARE KNOWN TO BE IN PLACE BELOW THE EXISTING FLOOR SLABS AND FOUNDATIONS OF THE EXISTING BRYAN MOTORS BUILDING. THE SPECIFIC SIZE, DEPTH, AND EXTENT OF THESE FACILITIES HAS NOT BEEN DETERMINED AND MAPPED. REFER TO THE TERRACON LIMITED SITE INVESTIGATION REPORT, DATED AUGUST 8, 2018 ENVIRONMENTAL OWNERSHIP AND CLOSURE REQUIREMENTSRENTON MUNICIPAL CODE 4-9-015B.2 REQUIRES THAT THE OWNER/SELLER OF THIS PROPERTY (BRYAN MOTORS) PROVIDE FULL ENVIRONMENTAL CLEANUP AND CLOSURE OF THE PROPERTY. THE CLOSURE REQUIREMENTS FOR THE CURRENT OWNER OF THE BRYANT MOTORS FACILITY HAVE BEEN FILED AND ARE BEING PURSUED WITH THE CITY OF RENTON. AQUIFER PROTECTION AREA CLOSURE PERMIT IS REQUIRED. THE EXISTING FACILITIES ON THE SUBJECT PROPERTIES ARE LOCATED WITHIN ZONE1 OF THE CITY’S AQUIFER PROTECTION AREA (APA).PER RMC CHAPTER 4-9-015B.2, A CLOSURE PERMIT IS REQUIRED FOR FACILITIES LOCATED IN ZONE 1 OF THE CITY’S AQUIFER PROTECTION AREA. THE FOLLOWING EXPLANATION OF WHEN A CLOSURE PERMIT IS REQUIRED IS QUOTED FROM THE RENTON MUNICIPAL CODE (RMC), CHAPTER 4-9-015B.2: “NO OWNER OF A FACILITY IN ZONE 1 SHALL CLOSE A FACILITY WITHOUT FIRST OBTAINING A CLOSURE PERMIT TO DO SO FROM THE DEPARTMENT”.ALL INQUIRIES AND CONCERNS REGARDING THE ENVIRONMENTAL TESTING AND CLOSURE OF THIS PROPERTY SHALL BE NOTED TO THE OWNER AND ARCHITECT AND THE PREVIOUS OWNER AND OWNER’S CURRENT ENVIRONMENTAL ENGINEER:GEOENGINEERS: 17425 NE UNION HILL ROAD, SUITE 250 REDMOND, WASHINGTON 425.861.6000 CITC WASHINGTON-TERRACON PRELIMINARY ENVIRONMENTAL ASSESSMENTTERRACON PERFORMED A PHASE I ENVIRONMENTAL SITE ASSESSMENT (ESA) OF THE SITE FOR RHODES ARCHITECTURE + LIGHT (TERRACON PROJECT NO. 81187129), DATED APRIL 18, 2018. BASED ON THE FINDINGS OF TERRACON’S ESA, THE FOLLOWING RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) WERE IDENTIFIED IN CONNECTION WITH THE SITE: 1. THE BRYANT BUILDING WAS REPORTED WITH MULTIPLE UNDERGROUND STORAGE TANKS (USTS; E.G. HEATING OIL, WASTE OIL) WHICH WERE DECOMMISSIONED IN PLACE. 2. THE MAIN SHOP AREA OF THE BRYANT BUILDING IS EQUIPPED WITH A WASTE OIL SUBSURFACE VAULT. 3. THE SITE WAS HISTORICALLY UTILIZED FOR AUTO AND PARTS SALES WITH REPORTED LIMITED AUTO REPAIR AND PAINTING OPERATIONS. ADDITIONAL OPERATIONS INCLUDED CHEMICAL/OIL STORAGE, SPILLS, WASH SUMPS, A HYDRAULIC HOIST WITH SUBSURFACE COMPONENTS, AND A PARTS WASHER.4. THE SITE WAS EQUIPPED WITH FOUR WASH SUMPS LOCATED IN THE MIDDLE ROOM AND MAIN SHOP AREA OF THE BRYANT BUILDING. BASED ON THE DURATION OF OPERATIONS, PROXIMITY TO AUTO REPAIRS, AND/OR PRESENCE OF AN OIL/WATER TYPE SEPARATOR, THERE IS THE POTENTIAL FOR AN UNDOCUMENTED RELEASE. 5. THE SITE WAS FORMERLY OCCUPIED BY RESIDENTIAL STRUCTURES WHICH WERE REPORTEDLY HEATED WITH OIL BURNING FURNACES THAT MAY HAVE UTILIZED USTS TO STORE THE FUEL. 6. A GAS STATION WAS IDENTIFIED IN THE SOUTHEAST CORNER OF THE SITE. TWO USTS WERE REPORTEDLY CLOSED IN PLACE; HOWEVER, REPORTS DOCUMENTING TANK CLOSURE AT THESE LOCATIONS WERE NOT AVAILABLE. 7. THE SOUTHWEST CORNER OF THE SITE WAS HISTORICALLY A GAS STATION. ALTHOUGH IT WAS REPORTED THAT AT LEAST ONE OF THE FORMER USTS WAS REMOVED, THERE WAS NO ASSESSMENT COMPLETED/PROVIDED TO DOCUMENT THE PROPER CLOSURE OF THE TANKS AND OTHER ASSOCIATED FEATURES (E.G. VAULTS, HOISTS, WASTE OIL TANKS). 8. A FORMER TEXACO GASOLINE STATION, LOCATED AT 1408 BRONSON WAY NORTH, WAS IDENTIFIED ON THE EAST-ADJOINING PROPERTY. THE SITE HAD DOCUMENTED SOIL AND GROUNDWATER IMPACTS. DEPTH TO GROUNDWATER AT THE FACILITY WAS APPROXIMATELY 21 TO 23 FEET BELOW GROUND SURFACE (BGS), WITH A HORIZONTAL GRADIENT TOWARD THE SOUTH. THE FORMER TEXACO STATION RECEIVED A NO FURTHER ACTION (NFA) DETERMINATION FROM THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IN OCTOBER 2003. FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS RESULTING FROM THE TERRACON ENVIRONMENTAL ASSESSMENT REPORT ARE BASED UPON INFORMATION DERIVED FROM THE ON-SITE ACTIVITIES AND OTHER SERVICES PERFORMED UNDER THIS SCOPE OF WORK; SUCH INFORMATION IS SUBJECT TO CHANGE OVER TIME. CERTAIN INDICATORS OF THE PRESENCE OF HAZARDOUS SUBSTANCES, PETROLEUM PRODUCTS, OR OTHER CONSTITUENTS MAY HAVE BEEN LATENT, INACCESSIBLE, UNOBSERVABLE, NON-DETECTABLE, OR NOT PRESENT DURING THESE SERVICES. TERRACON CANNOT REPRESENT THAT THE SITE CONTAINS NO HAZARDOUS SUBSTANCES, TOXIC MATERIALS, PETROLEUM PRODUCTS, OR OTHER LATENT CONDITIONS BEYOND THOSE IDENTIFIED DURING THIS LSI. SUBSURFACE CONDITIONS MAY VARY FROM THOSE ENCOUNTERED AT SPECIFIC BORINGS OR WELLS OR DURING OTHER SURVEYS, TESTS, ASSESSMENTS, INVESTIGATIONS, OR EXPLORATORY SERVICES. BASED ON THE FINDINGS OF TERRACON’S INVESTIGATION OF THE THREE AREAS ASSOCIATED WITH THE BRYANT MOTORS FACILITY, THE FORMER RESIDENCES AND MOTEL AND THE SOUTHEAST GAS STATIONS, TERRACON DID NOT RECOMMEND ANY ADDITIONAL INVESTIGATIONS AT THE SITE AT THE TIME OF THE CONCLUSION OF THE INVESTIGATION.THE USTS LOCATED IN THE BRYANT FACILITY AND THE POTENTIAL USTS AND ASSOCIATED PIPING ASSOCIATED WITH OTHER AREAS OF THE SITE, IF ANY ARE ENCOUNTERED DURING FUTURE SITE REDEVELOPMENT, SHOULD BE PROPERLY DECOMMISSIONED IN ACCORDANCE WITH WASHINGTON STATE RULES AND REGULATIONS. IN ADDITION, THE WASTE OIL VAULT SHOULD BE REMOVED AND IF ANY RELEASES TO SUBSURFACE SOILS ARE ENCOUNTERED THE SOILS SHOULD BE PROPERLY MANAGED IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS. FURTHERMORE, PETROLEUM-IMPACTED SOILS WERE DOCUMENTED AND/OR LIKELY TO BE ENCOUNTERED AT OTHER LOCATIONS AT THE SITE, SUCH AS IN THE VICINITY OF THE ON-SITE HOIST. ADDITIONAL PETROLEUM IMPACTED SOILS, IF ENCOUNTERED, WOULD PRESUMABLY BE ASSOCIATED WITH THE HISTORICAL USE OF THE SITE WITH THE RESIDENCES/BRYANT FACILITY DOCUMENTED WITH HEATING OIL, THE FORMER GASOLINE AND SERVICE STATIONS. IT SHOULD BE UNDERSTOOD THAT ANY EARTHWORK COMPLETED OUTSIDE OF THE AREAS INVESTIGATED COULD ENCOUNTER ADDITIONAL PETROLEUM-IMPACTED SOILS, VOLUMETRIC ESTIMATES OF WHICH CANNOT BE ESTIMATED AT THIS TIME. WHERE PETROLEUM-IMPAIRED SOILS, USTS, HOISTS, VAULTS AND/OR REMNANTS OF FORMER ENVIRONMENTAL OR AUTO REPAIR FEATURES ARE IDENTIFIED DURING SITE REDEVELOPMENT, AN ENVIRONMENT PROFESSIONAL SHOULD BE CONTACTED TO QUANTIFY AND QUALIFY THE IMPACTS. TERRACON RECOMMENDS THAT AN ENVIRONMENTAL MEDIA MANAGEMENT PLAN (EMMP) BE PREPARED FOR THE SITE TO ADDRESS IMPACTS THAT COULD BE ENCOUNTERED DURING ANY FUTURE EARTHWORK ACTIVITIES CONDUCTED AT THE SITE. THE EMMP WILL INCLUDE GUIDANCE TO THE EARTHWORK CONTRACTOR FOR THE FOLLOWING: HEALTH AND SAFETY; GENERAL CONTRACTOR/SUBCONTRACTOR ENVIRONMENTAL QUALIFICATIONS; EQUIPMENT DECONTAMINATION; WORKER EXPOSURE, MONITORING AND FIELD SCREENING OF SOILS; EXCAVATION AND STOCKPILING OF IMPACTED SOILS; SOIL SEGREGATION; SOIL SAMPLING METHODOLOGY AND FREQUENCY OF TESTING; REMEDIAL EXCAVATIONS; DISPOSITION OF EXCAVATION SPOILS; DEWATERING PROCEDURES OF POTENTIALLY IMPACTED GROUNDWATER; DISPOSITION OF IMPACTED GROUNDWATER (IF ENCOUNTERED); AND DOCUMENTATION AND REPORTING. GENERAL DEMOLITION NOTES:1. G.C. TO REVIEW FLOOR/ CEILING/ ROOF PLANS AS WELL AS EXISTING SITE CONDITIONS AND IDENTIFY SCOPE AND EXTENT OF DEMOLITION. SEE FLOOR PLANS FOR ALL RELEVANT DIMENSIONS. 2. CONTACT WASHINGTON UTILITY NOTIFICATION CENTER BEFORE EXCAVATION WORK BEGINS, PER RCW 19.122 REQUIRMENTS.3. PRIOR TO PERFORMING ANY RENOVATION OR DEMOLITION, PUGET SOUND CLEAN AIR AGENCY (CLEAN AIR AGENCY) AND WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES (L&I) REGULATIONS REQUIRE AN ASBESTOS SURVEY BE PERFORMED TO DETERMINE IF THERE ARE ASBESTOS-CONTAINING MATERIALS IN THE WORK AREA OR STRUCTURE. THE ASBESTOS SURVEY MUST BE CONDUCTED BY AN EPA CERTIFIED (AHERA) BUILDING INSPECTOR AND BE KEPT ON THE WORK SITE DURING THE ENTIRE DEMOLITION PROJECT, INCLUDING SITE CLEANUP.A CLEAN AIR AGENCY "NOTIFICATION", WHICH MAY ENTAIL A WAITING PERIOD OF UP TO 10 DAYS, IS REQUIRED FOR ALL DEMOLITION PROJECTS AND THOSE RENOVATION PROJECTS CONTAINING ASBESTOS, EXCEPT THE RENOVATION OF A SINGLE FAMILY DWELLING PERFORMED BY THE HOMEOWNER LIVING IN THE RESIDENCE. ALL ASBESTOS MUST BE REMOVED BY AN L&I CERTIFIED ASBESTOS ABATEMENT CONTRACTOR BEFORE ANY DEMOLITION ACTIVITIES BEGIN AND BE PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE REGULATIONS.FOR MORE INFORMATION, PLEASE CONTACT THE PUGET SOUND CLEAN AIR AGENCY THROUGH THEIR WEB SITE AT WWW.PSCLEANAIR.ORG OR BY PHONE AT 1-800-552-3565 OR (206) 689-4058.© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.22DemolitionPlan - Roof1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Demolition Plan - RoofDEMOLITION PLAN NOTESKEY NOTEDESCRIPTION100 - FOUNDATION/ SLAB NOTES101 REMOVE EXISTING CONCRETE SLAB ON GRADE AND ALL ASSOCIATED REINFORCING102 REMOVE EXISTING CONCRETE FOUNDATION WALL AND ALL ASSOCIATED REINFORCING103 REMOVE EXISTING BELOW SLAB ELEMENTS AS NECESSARY. ALSO REFERENCE ENVIRONMENTAL DEMOLITIONNOTES.200 - LEVEL 1 NOTES201 REMOVE EXISTING WALL FRAMING AND ALL ASSOCIATED FINISHES202 REMOVE EXISTING CONCRETE MASONRY UNITS AND ALL ASSOCIATED REINFORCING203 REMOVE EXISTING DOOR, AND ALL ASSOCIATED HARDWARE204 REMOVE EXISTING WINDOW AND ALL ASSOCIATED HARDWARE.205 REMOVE EXISTING PLUMBING FIXTURES206 REMOVE EXISTING MEZZANINE STRUCTURE ABOVE AND ALL ASSOCIATED GUARDRAILS, STAIRS AND FINISHES207 REMOVE EXISTING CASEWORK208 REMOVE TOILET PARTITIONS250 - LEVEL 1 CEILING NOTES251 REMOVE EXISTING CEILING ABOVE252 REMOVE EXISTING LIGHTING ABOVE300 - ROOF NOTES301 REMOVE EXISTING ROOF FRAMING AND ALL ASSOCIATED ROOFING AND INTERIOR FINISHES302 REMOVE EXISTING TPO ROOFING303 REMOVE EXISTING FRAMED WALLS AND ROOF OF ROOF ACCESS/ ATTIC SPACE304 REMOVE EXISTING PARAPET WALL305 SAWCUT OPENINGS THROUGH EXISTING ROOF DECKING. PROTECT BEAMS BELOW FROM SAWING.306 REMOVE EXISTING MECHANICAL VENTING AND ASSOCIATED ENCLOSURE307 REMOVE ALL UNUSED ROOF VENTS AND MECHANICAL EQUIPMENT. COORDINATE WITH NEW MECHANICALDESIGN.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UPDNUP1234567891011ABCEFHIJ121314151617182021DG191/ A1.31a1/ A1.31b135CARPENTRY LAB 22,155 SF137STUDENT LOUNGE597 SFCIRC.534 SF148CARPENTRY LAB 12,011 SF152INSTRUCTOR LOUNGE492 SF146CARPENTRYCLASSROOM653 SFCIRC.65 SF144MEETING ROOM180 SF142STAIR144 SF100ATRIUM502 SF131PLUMBINGCLASSROOM 1554 SFCIRC.83 SF133PLUMBINGCLASSROOM 2641 SF129OFFICE100 SF140OFFICE100 SF123PLUMBING LAB2,410 SF117ELECTRICAL SERVICEROOM204 SF119BIKE STORAGE ROOM172 SF127WATER SERVICE95 SF115MEN'S R.R.210 SFCIRC.198 SF121OFFICE143 SF100ATRIUM563 SF132FALL PROTECTION143 SF138ELECTRICAL LAB 32,537 SF126JANITORIAL /STORAGE99 SF128IT / COMM. ROOM99 SFCIRC.145 SF130EXT. MAINT. /STORAGE240 SF118ELECTRICAL LAB 12,237 SF113OFFICE103 SF122OFFICE103 SF114ELECTRICALCLASSROOM 1798 SF109ELECTRICAL LAB 22,227 SF105ELECTRICALCLASSROOM 3718 SF107ELECTRICALCLASSROOM 2547 SFCIRC.422 SF106CONFERENCE / ZOOMROOM275 SF101FRONT OFFICE943 SF103STAIRS162 SF100ENTRY ATRIUM1,336 SF102LIBRARY345 SF108NAN'S OFFICE95 SF104APPRENTICESHIP831 SF112UNI. R.R.49 SF110UNI. R.R.49 SFN WES 43'-0"42'-0"42'-0"42'-0"42'-0"42'-0"43'-0"43'-0"43'-0"43'-0"43'-0"42'-0"42'-0"0'5'10'20'40'43'-0"15'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"125STORAGE97 SF136STORAGE96 SF120STORAGE85 SF111STORAGE85 SF116STORAGE23 SF124WOMEN'S R.R.203 SF150CARPENTRYSTORAGE130 SFCIRC.58 SFF1F1CLR.6'-0"CLR.5'-0"5'-3"CLR.6'-0"CLR.5'-0"CLR.6'-0"4'-0"5'-0"RAMP1:12 MAX.© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.31Floor PlanLevel 11300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"2Level 1 PlanGROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DNUP1234567891011ABCEFHIJDG135CARPENTRYLAB 22,155 SF148CARPENTRYLAB 12,011 SF137STUDENTLOUNGE597 SF152INSTRUCTORLOUNGE492 SFCIRC.534 SF1/A2.03Provide audio visual2/A2.012/A2.041A3.002A3.001A3.012A3.011A3.132A3.112A3.15CIRC.534 SF146CARPENTRYCLASSROOM653 SFCIRC.65 SF144MEETING ROOM180 SF142STAIR144 SF100ATRIUM502 SF131PLUMBINGCLASSROOM 1554 SFCIRC.83 SF133PLUMBINGCLASSROOM 2641 SF129OFFICE100 SF140OFFICE100 SF123PLUMBING LAB2,410 SF127WATER SERVICE95 SF121OFFICE143 SF132FALLPROTECTION143 SF138ELECTRICALLAB 32,537 SF136STORAGE96 SF125STORAGE97 SFGRAVEL PITA4.24139R@ 6 7/8"38T@ 11"121A132A138A123A100F152A137A129A100E150A127A146B140A138C131B133B133A146A144A150B123C135B138B148B100D142A123B127B131A148A135A125A136A150CARPENTRYSTORAGE130 SFW132AW132BW121BW121AW138BW123BW138AW123AW140BW140AW129BW129AW131BW131AW131CW133AW133BW144AW144BW146AW148AW148BW135AW135BW148CW135CW146BW137AW152AG-2SF-2S-1G-2SF-2SE-1SE-1SF-2G-2BLW.G-1BLW.G-1BLW.G-1BLW.G-1BLW.G-1BLW.G-1BLW.G-1G-2SF-1S-1SF-2S-1SF-2SH-1SF-2SF-1BLW.G-1G-2SF-1BLW.G-1G-2C123BC123AC135BC135AC137AC137BC137CC100BC152AC152BC152CC138AC148AS-1SF-4SF-2SF-4S-5SF-4SF-4SF-4S-4G-2S-1S-1S-4S-1S-1G-2S-3S-3ABV.S-3S-3S-3S-3S-1S-1S-3SF-4S-3S-3S-3S-3ABV.S-3S-3S-3ABV.S-3S-3ABV.S-3ABV.S-3S-1S-1ABV.S-1SH-1SH-1SH-1SH-1S-1ABV.S-1SH-1SH-1SH-1S-3S-3S-1S-3S-3ABV.S-3S-3S-1S-1S-3S-4S-4G-2G-2S-415'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"CLR.6'-0"CLR.6'-0"CLR.5'-0"RAMP1:12 MAX.A4.27332 39 13- MANUFACTUREDMETAL BOLLARDTYP.33 05 63.2.1.A- TRAININGCONCRETE VAULT13'-8 3/4"5'-11 1/8"5'-11 1/8"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.31aFloor Plan -Level 1 - 1-111300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Floor Plan - Level 1 Bays 1-11A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11ABCEFHIJ121314151617182021DG192/A2.001/A2.022/A2.051A3.022A3.021A3.031A3.122A3.102A3.14117ELECTRICALSERVICE ROOM204 SF119BIKE STORAGEROOM172 SF115MEN'S R.R.210 SFCIRC.198 SF100ATRIUM563 SF126JANITORIAL /STORAGE99 SF128IT / COMM.ROOM99 SFCIRC.145 SF130EXT. MAINT. /STORAGE240 SF118ELECTRICALLAB 12,237 SF113OFFICE103 SF122OFFICE103 SF114ELECTRICALCLASSROOM 1798 SF109ELECTRICALLAB 22,227 SF105ELECTRICALCLASSROOM 3718 SF107ELECTRICALCLASSROOM 2547 SFCIRC.422 SF106CONFERENCE /ZOOM ROOM275 SF101FRONT OFFICE943 SF103STAIRS162 SF100ENTRY ATRIUM1,336 SF102LIBRARY345 SF108NAN'S OFFICE95 SF104APPRENTICESHIP831 SF112UNI. R.R.49 SF110UNI. R.R.49 SF111STORAGE85 SF120STORAGE85 SF262GAS ALCOVE23 SFBLWBLWA4.101A4.111A4.112A4.202A4.211100A101D101B101C101E101F101G100C100B103A105A107B105B107A109A111A113A109C117A115A119B104A108A104B110A112A116STORAGE23 SF114A116A114B118A120A122A121A132A130A124A126A128A130B118C118B105C124WOMEN'S R.R.203 SFW102AW102BW104AW102DW102CW106AW106BW108C102AW107AW017BW105AW114AW114BW114DW105BW118AW119AW114CW107CW109BW122AW122BW113BW113AW118B106AW104BW104CW104DW104EW101AW101BW101CW101DS-1S-1S-1S-1S-1S-1S-1S-1BLW.S-1S-5S-2S-2S-3G-2G-2G-2SF-1S-520'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"7'-4 1/2" 8'-0" 7 1/2"7 1/2"6'-7 1/8" 8'-9 3/8" 16'-0"13'-4 1/4" 1'-0" 14'-0" 1'-0" 12'-10" 4'-0" 8'-0" 4'-0" 4'-0" 8'-0" 4'-0" 4'-0" 8'-0" 4'-0" 4'-9 7/8" 6'-0 1/2" 1'-2 5/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"SF-2SF-2S-1SF-2G-2S-1SH-1G-2SF-2SF-2G-2S-5S-1SF-2SF-2G-2G-2SF-1SF-1G-2SF-1G-2SF-1G-2SF-1SF-1SF-1SE-1S-1S-1SF-2SF-2S-1C101AC101BC-109AC-109BC104AC104BC104CC102AC102AC100AC118ASE-1SE-1BLW.S-1S-1S-1S-1SF-4SF-4S-1S-1BLW.S-1SH-1SH-1SH-1SH-1SH-1SH-1SH-1S-1S-1ABV.S-1S-1S-1S-1S-1ABV.S-1S-1S-1SF-4S-4S-4S-1S-1S-1S-3S-3S-3S-3S-3S-3S-3S-2S-2S-2SF-3S-2SF-3S-2G-2S-4G-2S-4S-4G-2S-2S-2S-2S-2S-2G-2G-2S-2G-2S-4S-3S-5S-310'-0"S-3S-3S-3S-1S-1S-3S-3S-1G-2S-4S-4S-4S-5S-1ABV.S-1S-1ABV.S-1SE-1SE-1S-1S-54'-10 1/4"14'-5 1/2"5'-0"SH-1SH-1SH-1SF-3SF-3SF-3101'-8 5/8"CLR.6'-0"CLR.4'-0"101A109B2A3.16W018DW108AW108BS-132 39 13- MANUFACTUREDMETAL BOLLARDTYP.© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.31bFloor Plan -Level 1 -11-221300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Floor Plan - Level 1 Bays 11-22A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DNDNDN12ABCEFHIJDG1/A2.031A3.001A3.132A3.112A3.15152INSTRUCTORLOUNGEMEZZANINE158 SF139LOUNGE ROOFDECK312 SF137STUDENTLOUNGEMEZZANINE195 SF152C137CSF-2ABV.SE-1S-1C152BC152CC137AC137BSE-1SE-1S-3R-513'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"15'-6 1/8"C137DC152DOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW05 71 00- DECORATIVE METALSTAIRS05 73 00- DECORATIVE METALRAILINGSF3F3ROOF ABOVE© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.31mFloor Plan -Level 1Mezzanine1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Floor Plan - Level 1 MezzanineA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG191/ A1.32a1/ A1.32b238ROOF DECK 4501 SF240MECHANICALPENTHOUSE721 SF200ATRIUM727 SF236STAIR165 SF232HVAC / SHEETMETAL LAB3,391 SFCIRC.464 SF231HVACCLASSROOM698 SF225HVACCLASSROOM738 SF235PAINTINGCLASSROOM812 SF233OFFICE196 SF227OFFICE205 SF229ROOF DECK 3410 SF223STORAGE /JANITOR61 SF221MEN'SRESTROOM342 SF230WOMENSRESTROOM285 SF200ATRIUM625 SF228ELECTRICALCLASSROOM 41,088 SF226STAFF KITCHEN/ BREAKOUT569 SF213CONT.EDUCATION518 SF211INSTRUCTORLIBRARY164 SF219CLASSROOM489 SF222JACK'S OFFICE165 SF218STACIE'SOFFICE165 SF216STORAGE142 SF220JACK'S LIBRARY155 SF212ACCOUNTING209 SF214ROBIN'S OFFICE142 SF210UNI. R.R.67 SF208UNI. R.R.65 SFCIRC.133 SFCIRC.285 SFCIRC.73 SF204PRES. CONF.ROOM220 SF202PRESIDENTSOFFICE263 SF206ADRIANA'SOFFICE159 SF224ROOF DECK 2839 SF200ENTRY ATRIUM575 SF207CONF. ROOM98 SF205COPY CENTER903 SF209IT ROOM163 SFCIRC.101 SF203STAIR173 SFELEVATORSHAFT91 SF201ZOOM /CONFERENCEROOM384 SF217ROOF DECK 1478 SFN WES0'5'10'20'40'15'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"234STORAGE89 SF215ANA'S OFFICE127 SFR-3R-2F4F4R-2R-3F4R-2R-3R-3R-2F4CLR.6'-0"CLR.4'-6"CLR.5'-0"CLR.4'-6"CLR.6'-0"CLR.4'-6"CLR.4'-6"RAMP1:12 MAX.DNOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW15'-0" SETBACK© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.32Floor PlanLevel 21300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Floor Plan - Level 2 PlanGROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJDG1/A2.032/A2.012/A2.041A3.002A3.001A3.012A3.011A3.132A3.112A3.15238ROOF DECK 4501 SF240MECHANICALPENTHOUSE721 SF200ATRIUM727 SF236STAIR165 SF232HVAC / SHEETMETAL LAB3,391 SFCIRC.464 SF231HVACCLASSROOM698 SF225HVACCLASSROOM738 SF235PAINTINGCLASSROOM812 SF233OFFICE196 SF227OFFICE205 SF229ROOF DECK 3410 SF234STORAGE89 SF1'-2 5/8"233B200E235A227B200D227A233A240A232D232E231A232A225A231B225B236A232C232B234AW225AW232AW232BW231AW232CW200DW232DW232EW235A3 3/8"SE-3SE-3SE-3SE-3SE-3SF-3SE-3SE-3SE-4SE-4SE-4SE-4C227AC227BC231AC225AC233AC233BC235AC235BC200FS-1SF-3SE-3S-1S-3S-3S-5S-1S-1S-1S-1S-1SE-3S-1S-1SE-3S-3SF-3SH-1SH-1SH-1S-3SH-1S-3S-1S-1S-1S-3S-3S-3SE-313'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"15'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"OPEN TO BELOWOPEN TO BELOW2A3.1620'-3 7/8"32 94 33- PLANTERS© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.32aFloor Plan -Level 2 1-111300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Floor Plan - Level 2 Bays 1-11A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11ABCEFHIJ121314151617182021DG192/A2.001/A2.022/A2.052A3.011A3.022A3.021A3.031A3.122A3.102A3.14223STORAGE /JANITOR61 SF221MEN'SRESTROOM342 SF230WOMENSRESTROOM285 SF200ATRIUM625 SF228ELECTRICALCLASSROOM 41,088 SF226STAFF KITCHEN/ BREAKOUT569 SF213CONT.EDUCATION518 SF211INSTRUCTORLIBRARY164 SF219CLASSROOM489 SF222JACK'S OFFICE165 SF218STACIE'SOFFICE165 SF216STORAGE142 SF220JACK'S LIBRARY155 SF212ACCOUNTING209 SF214ROBIN'S OFFICE142 SF210UNI. R.R.67 SF208UNI. R.R.65 SFCIRC.133 SFCIRC.285 SFCIRC.73 SF204PRES. CONF.ROOM220 SF202PRESIDENTSOFFICE263 SF206ADRIANA'SOFFICE159 SF224ROOF DECK 2839 SF200ENTRY ATRIUM575 SF207CONF. ROOM98 SF205COPY CENTER903 SF209IT ROOM163 SFCIRC.101 SF203STAIR173 SFELEVATORSHAFT91 SF201ZOOM /CONFERENCEROOM384 SF217ROOF DECK 1478 SF215ANA'S OFFICE127 SFCIRC.434 SFA4.102A4.121A4.122205A200B224B209A221A230A200A224A200C206B211A230B221B201A209B202A206A207A215A213A226A210A208A205B223A216A220A218A222A220B219B205C203A228B219A212A228A226B214AW201AW204BW204AW202AW200AW206AW214CW214DW207BW207CW205AW209AW207AW205BW213AW211AW215AW214AW214BW212AW212BW212CW200BW218AW218BW222BW222AW200CW226AW228AW228BW219AW213BW215BW202BSE-3SE-3SE-3SE-3SE-3SE-3SE-3SE-3C200AC200CC200DC201AC201BC201CC205AC205BC213AC213BC219AC224AC224BC206ASE-3SE-3C206BC202AC202BC204AC200ESE-3S-1S-1SE-3S-2S-1S-1S-2S-2S-2S-2S-2S-1S-1BLW.S-1BLW.S-1S-1SE-3SE-3SF-2S-1S-1SH-1SH-1SH-1SF-3SH-1SE-3S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1ABV.S-1S-1SE-3S-1S-1S-2S-1S-1S-1S-2S-3S-3S-5S-114'-6 3/8"S-3S-2S-1S-2S-2S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1S-1BLW.S-1BLW.S-1S-1BLW.S-1SH-1SF-3SH-1SF-3SF-3S-3SF-3SF-3S-213'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"CLR.6'-0"CLR.4'-6"CLR.4'-6"CLR.4'-6"CLR.4'-0"CLR.4'-6"CLR.5'-0"CLR.4'-6"CLR.5'-11 3/8"RAMP1:12 MAX.DNOPEN TO BELOWOPEN TO BELOWOPEN TO BELOWA4.2742A3.1632 94 33- PLANTERS© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.32bFloor Plan -Level 2 11-221300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Floor Plan - Level 2 Bays 11-22MEN'S SHOWER ROOMWOMEN'S SHOWER ROOMA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG1915'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"N WES0'5'10'20'40'C300JC300DC300CC300BC300EC300FC300GC300HC300IR-4R-4R-4R-4R-4R-4R-2R-3R-3R-2R-2R-3R-211 1/2"21'-1 3/4"30'-9 3/4"32'-9 3/8"2'-5 3/4"7'-10"57'-3 1/4"30'-0"57'-5"34'-11 1/2"68'-0 7/8"2'-11 5/8"28'-5 5/8"144'-8 3/8"16'-0 3/4" 7'-10" 7'-2 5/8" 34'-2 1/8"62'-6"40'-9 5/8"30'-9 3/4"R-31/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.CC1/4"/FT MIN.1/4"/FT MIN.C1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN. 1/4"/FT MIN. 1/4"/FT MIN. 1/4"/FT MIN. 1/4"/FT MIN.1/4"/FT MIN. 1/4"/FT MIN.05 51 33.2.2.A- 15'-8" VERTICALROOF ACCESS METALLADDER05 51 33.2.2.B- 7'-8" VERTICALROOF ACCESS METALLADDER05 51 33.2.2.B- 7'-8" VERTICALROOF ACCESS METALLADDER07 52 16.2.1.A- 0" PROTECTIONMEMBRANE: SOPRAWALK© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.33Roof Plan1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Roof PlanA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG19NAN'S OFFICE95 SFAPPRENTICESHIP831 SFUNI. R.R.49 SFUNI. R.R.49 SFCONFERENCE / ZOOMROOM275 SFELECTRICALCLASSROOM 1798 SFLIBRARY345 SFENTRY ATRIUM1,336 SFELEVATOR SHAFT91 SFSTAIRS162 SFCIRC.58 SFFRONT OFFICE943 SFELECTRICALCLASSROOM 3718 SFELECTRICALCLASSROOM 2547 SFELECTRICAL LAB 12,237 SFOFFICE103 SFOFFICE103 SFELECTRICAL LAB 22,227 SFBIKE STORAGE ROOM172 SFELECTRICAL SERVICEROOM204 SFMEN'S R.R.210 SFCIRC.198 SFATRIUM563 SFCIRC.145 SFWOMEN'S R.R.203 SFJANITORIAL /STORAGE99 SFIT / COMM. ROOM99 SFEXT. MAINT. /STORAGE240 SFELECTRICAL LAB 32,537 SFFALL PROTECTION143 SFOFFICE100 SFCIRC.152 SFCARPENTRYCLASSROOM653 SFMEETING ROOM180 SFSTAIR144 SFCARPENTRY LAB 12,011 SFCIRC.534 SFSTUDENT LOUNGE597 SFCARPENTRY LAB 22,155 SFPLUMBINGCLASSROOM 2641 SFPLUMBINGCLASSROOM 1554 SFCIRC.83 SFATRIUM502 SFCIRC.534 SFOFFICE100 SFCIRC.377 SFOFFICE143 SFPLUMBING LAB2,410 SFWATER SERVICE95 SFSTORAGE85 SFSTORAGE85 SFSTORAGE96 SFSTORAGE97 SF52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"53'-0"52'-0"52'-0"52'-0"52'-0"53'-0"52'-0"52'-0"INSTRUCTOR LOUNGE492 SF51'-0"52'-0"52'-0"15'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"OPEN TO ABOVEOPEN TO ABOVE1/ A1.41a1/ A1.41bOPEN TO ABOVEGENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.41ReflectedCeiling Plan -Level 11300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Reflected Ceiling Plan - Level 1CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJDG1/A2.032/A2.012/A2.041A3.002A3.001A3.012A3.011A3.132A3.112A3.15CARPENTRYLAB 22,155 SFSTUDENTLOUNGE597 SFCIRC.534 SFCARPENTRYLAB 12,011 SFINSTRUCTORLOUNGE492 SFCARPENTRYCLASSROOM653 SFCIRC.65 SFMEETING ROOM180 SFSTAIR144 SFATRIUM502 SFPLUMBINGCLASSROOM 1554 SFCIRC.83 SFPLUMBINGCLASSROOM 2641 SFOFFICE100 SFOFFICE100 SFPLUMBING LAB2,410 SFWATER SERVICE95 SFOFFICE143 SFFALLPROTECTION143 SFELECTRICALLAB 32,537 SFSTORAGE97 SFSTORAGE96 SF52'-0"8"2'-0 7/8"16'-0"2'-8 5/8"2'-6 1/2"26'-0"2'-6 1/2"1'-7 3/8"18'-0"1'-7 3/8"52'-0"2'-0 3/4" 20'-0" 4'-0 1/8"2'-9 1/8" 20'-0" 2'-9 3/4"8"1'-11 1/4"20'-0"52'-0"53'-0"51'-0"53'-0"53'-0"52'-0"52'-0"52'-0"52'-0"101'-8 1/4"51'-0"51'-0"15'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"09 51 00- ACOUSTICALCEILINGS: ARMSTRONGAXIOM CLASSIC, 2" EDGETRIM + SUPRAFINE XLSUSPENSION SYSTEM, 24X24GRID09 51 00- ACOUSTICALCEILINGS: ARMSTRONGAXIOM CLASSIC, 2" EDGETRIM + SUPRAFINE XLSUSPENSION SYSTEM, 24X24GRID?06 15 16- EXISTING 6" T&GROOF DECKING2A3.1605 31 23- STEEL ROOFDECKING05 31 23- STEEL ROOFDECKINGGENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.41aReflectedCeiling Plan -Level 1 - 1-111300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Reflected Ceiling Plan - Level 1 Bays 1-11CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11ABCEFHIJ121314151617182021DG192/A2.001/A2.022/A2.051A3.022A3.021A3.031A3.122A3.102A3.14ELECTRICALSERVICE ROOM204 SFBIKE STORAGEROOM172 SFMEN'S R.R.210 SFCIRC.198 SFATRIUM563 SFJANITORIAL /STORAGE99 SFIT / COMM.ROOM99 SFCIRC.145 SFEXT. MAINT. /STORAGE240 SFELECTRICALLAB 12,237 SFOFFICE103 SFOFFICE103 SFELECTRICALCLASSROOM 1798 SFELECTRICALLAB 22,227 SFELECTRICALCLASSROOM 3718 SFELECTRICALCLASSROOM 2547 SFCIRC.422 SFCONFERENCE /ZOOM ROOM275 SFFRONT OFFICE943 SFSTAIRS162 SFENTRY ATRIUM1,336 SFLIBRARY345 SFNAN'S OFFICE95 SFAPPRENTICESHIP831 SFUNI. R.R.49 SFUNI. R.R.49 SFSTORAGE85 SFSTORAGE85 SF52'-0"52'-0"52'-0"52'-0"WOMEN'S R.R.203 SF52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"51'-0"52'-0"53'-0"52'-0"52'-0"8"2'-1 3/8"20'-0"2'-9 3/8"6 3/4"2'-2 1/4"14'-0"2'-2 1/4"3'-0"8" 1'-8 7/8" 22'-0" 3'-7 7/8"2'-10 3/8"1 7/8"8" 1'-8 7/8" 22'-0" 2'-4 3/4"2'-3 7/8"24'-0"2'-6 5/8"2'-5 5/8"8" 1'-9 1/4" 22'-0" 2'-4 1/2"2'-2 5/8"10'-0"2'-2 5/8"2'-5 5/8" 14'-0" 2'-5 5/8"2'-9 5/8"14'-0"2'-9 5/8"1'-8 5/8" 14'-0" 1'-8 5/8"53'-0"1'-2 1/2"5'-7 1/8"1'-2 1/2" 1'-2 1/2"5'-7"1'-2 1/2" 1'-2 1/2"5'-7"1'-2 1/2" 1'-2 1/2"5'-6"1'-6"8'-0"3'-4 1/4"52'-0"52'-0"53'-0"3/A4.2113'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"2A3.16GENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.41bReflectedCeiling Plan -Level 1 -11-221300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Reflected Ceiling Plan - Level 1 Bays 11-22CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJ121314151617182021DG19ELECTRICALCLASSROOM 41,088 SFSTAFF KITCHEN /BREAKOUT569 SFSTORAGE142 SFACCOUNTING209 SFCIRC.434 SFINSTRUCTORLIBRARY164 SFCOPY CENTER903 SFCIRC.101 SFSTAIR173 SFELEVATOR SHAFT91 SFZOOM / CONFERENCEROOM384 SFOPEN538 SFENTRY ATRIUM575 SFPRESIDENTS OFFICE263 SFADRIANA'S OFFICE159 SFCIRC.285 SFUNI. R.R.67 SFUNI. R.R.65 SFCIRC.73 SFATRIUM625 SFWOMENS RESTROOM285 SFHVAC / SHEET METALLAB3,391 SFMECHANICALPENTHOUSE721 SFROOF DECK 4501 SFATRIUM727 SFSTAIR165 SFPAINTINGCLASSROOM812 SFOFFICE196 SFROOF DECK 3410 SFOFFICE205 SFHVAC CLASSROOM738 SFHVAC CLASSROOM698 SFMEN'S RESTROOM342 SFSTORAGE / JANITOR61 SFCLASSROOM489 SFPRES. CONF. ROOM220 SFCONT. EDUCATION518 SFANA'S OFFICE127 SFIT ROOM163 SFCONF. ROOM98 SFROBIN'S OFFICE142 SFJACK'S LIBRARY155 SFJACK'S OFFICE165 SFSTACIE'S OFFICE165 SFSTORAGE89 SF15'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"1/ A1.42a1/ A1.42bGENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.42ReflectedCeiling PlanLevel 21300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Reflected Ceiling Plan - Level 2CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011ABCEFHIJDG1/A2.032/A2.012/A2.041A3.002A3.001A3.012A3.011A3.132A3.112A3.15HVAC / SHEET METALLAB3,391 SFMECHANICALPENTHOUSE721 SFROOF DECK 4501 SFATRIUM727 SFSTAIR165 SFPAINTINGCLASSROOM812 SFOFFICE196 SFROOF DECK 3410 SFOFFICE205 SFHVAC CLASSROOM738 SFHVAC CLASSROOM698 SFSTORAGE89 SF2'-4 1/8"18'-0"2'-4 1/8"2'-3 7/8"26'-0"2'-5 3/4"2'-6 1/2"26'-0"2'-10 3/4"1'-10 1/8"20'-0"1'-10 1/8"73'-3 1/4"73'-3 1/4"74'-3 1/4"74'-3 1/4"74'-7 3/8"73'-3 1/4"CIRC.464 SF74'-3 1/4"15'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"1'-11 7/8"36'-0"1'-11 7/8"2'-0 3/4"16'-0"2'-3 1/8"09 51 00- ACOUSTICALCEILINGS: ARMSTRONGAXIOM CLASSIC, 2" EDGETRIM + SUPRAFINE XLSUSPENSION SYSTEM, 24X24GRID06 17 19- CROSS-LAMINATEDTIMBER?2A3.16GENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.42aReflectedCeiling Plan -Level 2 - 1-111300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Reflected Ceiling Plan - Level 2 Bays 1-11CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11ABCEFHIJ121314151617182021DG192/A2.001/A2.022/A2.052A3.011A3.022A3.021A3.031A3.122A3.102A3.14ELECTRICALCLASSROOM 41,088 SFSTAFF KITCHEN /BREAKOUT569 SFSTORAGE142 SFACCOUNTING209 SFCIRC.434 SFINSTRUCTORLIBRARY164 SFCOPY CENTER903 SFCIRC.101 SFSTAIR173 SFELEVATOR SHAFT91 SFZOOM / CONFERENCEROOM384 SFOPEN538 SFENTRY ATRIUM575 SFPRESIDENTS OFFICE263 SFADRIANA'S OFFICE159 SFCIRC.285 SFUNI. R.R.67 SFUNI. R.R.65 SFCIRC.73 SFATRIUM625 SFWOMENS RESTROOM285 SFMEN'S RESTROOM342 SFSTORAGE / JANITOR61 SFCLASSROOM489 SFPRES. CONF. ROOM220 SFCONT. EDUCATION518 SFANA'S OFFICE127 SFIT ROOM163 SFCONF. ROOM98 SFROBIN'S OFFICE142 SFJACK'S LIBRARY155 SFJACK'S OFFICE165 SFSTACIE'S OFFICE165 SF72'-7"72'-7"72'-7"72'-7"71'-7"73'-7"73'-7"73'-7"71'-7"72'-7"72'-7"71'-7"72'-7"72'-7"71'-7"71'-7"71'-7"71'-7"71'-7"72'-7"72'-7"2'-4" 12'-10 3/8" 3'-1 5/8" 18'-0" 2'-8 1/8"2'-5 3/8"16'-0"12'-0"2'-5 3/8"1'-10 1/4" 20'-0" 1'-11 1/2"2'-4"16'-0"2'-2 1/8"1'-6 1/2"32'-0"1'-8 1/2"3'-8 1/8"8'-0"1'-8 1/8"4'-5 3/8"20'-0"2'-5 3/8"2'-0 1/8" 28'-0" 2'-0 1/8"1'-6" 8'-0" 1'-6"2'-0 5/8"10'-0"2'-0 5/8"10'-0"2'-6"1'-6" 8'-0" 1'-6"10'-0"2'-6"1'-6" 8'-0" 1'-6"2'-0 1/2"10'-0"2'-0 1/2"1'-8 5/8"6'-0"1'-8 5/8"2'-4 7/8" 10'-0" 2'-4 7/8"10'-0" 2'-4 7/8"2'-1"6'-0"2'-1"1'-10 3/8" 12'-0" 1'-9 1/8"2'-7 7/8" 8'-0" 2'-7 7/8"2'-2 3/8"12'-0"2'-2 3/8"6 3/4"1'-11 1/2"12'-0"1'-11 1/2"16'-0"2'-6 1/8"2'-0 5/8" 14'-0" 2'-0 1/2"74'-7 3/8"74'-7 3/8"1'-9 1/4"6'-0"2'-0 5/8"1'-10 1/2" 6'-0" 1'-10 1/2"3/A4.2113'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"09 51 00- ACOUSTICALCEILINGS: ARMSTRONGAXIOM CLASSIC, 2" EDGETRIM + SUPRAFINE XLSUSPENSION SYSTEM, 24X24GRID06 17 19- CROSS-LAMINATEDTIMBER?2A3.16GENERAL CEILING PLAN NOTES:1. ALL G.W.B. IN WALLS AND CEILING TO BE 5/8" (U.N.O.)2. ALL DIMENSIONS ARE TO FINISH FACE (U.N.O.)CEILING PLAN NOTES:5/8" GWB CEILING, PRIME + PAINT PER SCHEDULEACOUSTIC CEILINGEXISTING T&G / NEW CLT(STAIN/SEAL PER SCHEDULE)© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.42bReflectedCeiling Plan -Level 2 -11-221300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Reflected Ceiling Plan - Level 2 Bays 11-22CEILING MATERIAL LEGENDKEYNOTE MATERIAL07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD09 51 00 2' X 2' ACOUSTIC CEILING09 77 53.2.1.A VEGETATED WALL (BRACKETS)09 77 53.2.1.B VEGETATED WALL (CABLES)CEILING MATERIAL LEGENDKEYNOTE MATERIAL05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.122A3.102A3.146'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"1'-2"6'-11 1/2"41'-10 1/2"1'-2"13'-6 1/2"14'-9 5/8" 7'-8 1/4" 7'-6" 15'-0 1/2" 7'-6" 7'-1 7/8" 15'-0"13'-5 3/4"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 207 62 00.2.1.A- PREFINISHED,BREAK METAL SIDINGC101AC200AC100AC201BC201AC200BC102AC204AC202B100A104B2A3.1605 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENSEXISTING BUILDING OUTLINEEXISTING GRADEPROPOSED GRADEMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.00BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"2Building Elevation - South Elevation (Bronson Way N.)EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 123456789101112131415161718202119A2.012T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"1234567891011T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.002A3.001A3.012A3.016'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"9'-5 1/4"11'-0"2"6'-11 1/2"42'-10 1/2"15'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.1.C- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED PERFORATED07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 62 00.2.1.A- PREFINISHED,BREAK METAL SIDING07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATEDC137AC135BC135A135BC235BC235AC300IC233BC231AC225AC123BC123A123C123B127BC227A05 51 33.2.2.B- 7'-8" VERTICALROOF ACCESS METALLADDERMAXIMUM BUILDING HEIGHT91'-10"50'-0"EXISTING BUILDING OUTLINEPROPOSED GRADEEXISTING GRADEAVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.01BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Elevation Key - West Elevation Bays 1-113/16" = 1'-0"2Building Elevation - West Elevation Bays 1-11 (Garden Ave. N. )EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"192A3.011A3.022A3.021A3.036'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"1'-2"6'-11 1/2"41'-10 1/2"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 207 62 00.2.1.A- PREFINISHED,BREAK METAL SIDINGC-109BC-109A100C109B119B127BC213BC213AC205AC300FC200EC300BC101BC201C05 51 33.2.2.B- 7'-8" VERTICALROOF ACCESS METALLADDERMAXIMUM BUILDING HEIGHT91'-10"50'-0"EXISITNG BUILDING OUTLINEPROPOSED GRADEEXISTING GRADEAVERAGE GRADE41'-10"123456789101112131415161718202119A2.021© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.02BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Elevation - West Elevation Bays 11-22 (Garden Ave. N. )3/32" = 1'-0"2Elevation Key - West Elevation Bays 11-22EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.132A3.112A3.156'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"9'-5 1/4"11'-0"2"6'-11 1/2"42'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.1.C- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED PERFORATED08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 2C152B232EC300JC100B100FC137B09 77 53- VEGETATED WALLSYSTEMS05 51 33.2.2.A- 15'-8" VERTICALROOF ACCESS METALLADDERMAXIMUM BUILDING HEIGHT91'-10"50'-0"EXISTING BUILDING OUTLINEPROPOSED GRADEEXISTING GRADEAVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.03BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Elevation -North Elevation (2nd Ave. N.)EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 123456789101112131415161718202119A2.042T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"1234567891011T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.002A3.001A3.012A3.0115'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"2"11'-0"9'-5 1/4"1'-10"3'-6"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"42'-10 1/2"6'-11 1/2"08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 207 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.1.C- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED PERFORATED07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATEDC152CC148A148B138C100EC138A138B32 39 13- MANUFACTUREDMETAL BOLLARDMAXIMUM BUILDING HEIGHT91'-10"50'-0"EXISTING BUILDING OUTLINEEXISTING GRADEPROPOSED GRADEAVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.04BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Elevation Key - East Elevation Bays 1-113/16" = 1'-0"2Building Elevation - East Elevation Bays 1-11 (Interior Alley)EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 123456789101112131415161718202119A2.052T.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"192A3.011A3.022A3.021A3.0320'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0"2'-11 1/2"13'-0 1/2"6'-0 1/2"1'-2"18'-9"1'-10"4'-2 1/4"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"41'-10 1/2"6'-11 1/2"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 205 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE130B118BC118AC224AC224BC206BC202AC300DC200DC104CC104BC104A07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 62 00.2.1.A- PREFINISHED,BREAK METAL SIDING32 39 13- MANUFACTUREDMETAL BOLLARD07 62 00.2.1.A- PREFINISHED,BREAK METAL SIDING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENSMAXIMUM BUILDING HEIGHT91'-10"EXISTING GRADEPROPOSED GRADEEXISTING BUILDING OUTLINE50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.05BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Elevation Key - East Elevation Bays 11-223/16" = 1'-0"2Building Elevation - East Elevation Bays 11-22 (Interior Alley)EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.132A3.112A3.156'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"20'-5 1/4"2"6'-11 1/2"42'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"A3.502F1F1RE-1R-3R-2R-3CARPENTRYLAB 1CARPENTRYLAB 2CIRC.ROOF DECK 42A3.1605 51 33.2.2.A- 15'-8" VERTICALROOF ACCESS METALLADDERMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.122A3.102A3.1413'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"6'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"9'-5 1/4"11'-0"2"6'-11 1/2"42'-10 1/2"A3.501F1F3F3R-3RE-1R-5R-5INSTRUCTORLOUNGEINSTRUCTORLOUNGEMEZZANINESTUDENTLOUNGEMEZZANINELOUNGE ROOFDECKLOUNGE ROOFDECKSTUDENTLOUNGE2A3.16MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.00BuildingSections -E/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"2Building Section E/W - 23/16" = 1'-0"1Building Section E/W - 1A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.132A3.112A3.151/4" 1'-0"6'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"20'-5 1/4"2"6'-11 1/2"42'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"A3.511A3.512A3.513F4F1RE-1RE-1R-3R-4R-4R-4R-3CIRC.ATRIUMPLUMBINGCLASSROOM 1PLUMBINGCLASSROOM 2PAINTINGCLASSROOMATRIUMHVAC / SHEETMETAL LAB2A3.16MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.132A3.112A3.156'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"19'-5 1/4"1'-0"2"6'-11 1/2"42'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"F4F4F1F1F1RE-1RE-1R-3R-4R-4R-3ELECTRICALLAB 3STORAGEFALLPROTECTIONCIRC.OFFICESTORAGEPLUMBING LABWATER SERVICEOFFICEHVACCLASSROOMCIRC.HVAC / SHEETMETAL LAB2A3.16MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.01BuildingSections -E/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Section E/W - 33/16" = 1'-0"2Building Section E/W - 4A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.122A3.102A3.146'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"1'-2"6'-11 1/2"41'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"F1F1F4F4F4RE-1R-2ELECTRICALCLASSROOM 4WOMENSRESTROOMATRIUMMEN'SRESTROOMEXT. 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R.R.ELECTRICALCLASSROOM 1CIRC.ELECTRICALCLASSROOM 2ELECTRICALCLASSROOM 3CIRC.CIRC.IT ROOMCOPY CENTER2A3.1605 51 33.2.2.B- 7'-8" VERTICALROOF ACCESS METALLADDERMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.02BuildingSections -E/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Section E/W - 53/16" = 1'-0"2Building Section E/W - 6A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.122A3.102A3.146'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"1'-2"6'-11 1/2"41'-10 1/2"13'-5 3/4"15'-0" 7'-1 7/8" 7'-6" 15'-0 1/2" 7'-6" 7'-8 1/4" 14'-9 5/8"13'-6 1/2"F1F4R-3R-4R-4RE-2RE-2F4R-3RE-2R-4ADRIANA'SOFFICECIRC.UNI. R.R.ENTRY ATRIUMSTAIRELEVATORSHAFTENTRY ATRIUMCONFERENCE /ZOOM ROOMAPPRENTICESHIP2A3.16MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.03BuildingSections -E/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Section E/W - 7A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. 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R.R.ACCOUNTINGSTACIE'SOFFICEJACK'S OFFICECIRC.STAFF KITCHEN/ BREAKOUTELECTRICALCLASSROOM 4WOMENSRESTROOMHVAC / SHEETMETAL LABHVAC / SHEETMETAL LAB© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.10BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"2Building Section N/S - 1 - Bays 11-223/32" = 1'-0"1Building Section N/S Key - 1 - Bays 11-22A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011121314151617182021192/ A3.112/ A3.10LIBRARYCONFERENCE / ZOOMROOMELECTRICALCLASSROOM 1ELECTRICAL LAB 1CIRC.JANITORIAL /STORAGESTORAGEELECTRICAL LAB 3CIRC.STAIRCARPENTRY LAB 1HVAC / SHEET METALLABHVAC / SHEET METALLABWOMENS RESTROOMELECTRICALCLASSROOM 4STAFF KITCHEN /BREAKOUTCIRC.JACK'S OFFICESTACIE'S OFFICECIRC.ACCOUNTINGUNI. R.R.UNI. R.R.CIRC.PRES. CONF. ROOMMEETING ROOMINSTRUCTOR LOUNGEMEZZANINEINSTRUCTOR LOUNGET.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"1234567891011T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.002A3.001A3.012A3.0115'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"2"11'-0"9'-5 1/4"1'-10"3'-6"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"42'-10 1/2"6'-11 1/2"F4F4F1F1RE-1R-3R-4RE-1STORAGEELECTRICALLAB 3CIRC.MEETING ROOMCARPENTRYLAB 1INSTRUCTORLOUNGEINSTRUCTORLOUNGEMEZZANINEHVAC / SHEETMETAL LABSTAIRATRIUMHVAC / SHEETMETAL LABMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.11BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Building Section N/S Key - 1 - Bays 1-113/16" = 1'-0"2Building Section N/S - 1 - Bays 1-11A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"191A3.022A3.021A3.031'-2"18'-9"1'-10"4'-2 1/4"7'-10"1'-10 3/4"5'-0 1/2"2'-4"6'-11 1/2"41'-10 1/2"6'-11 1/2"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0"2'-11 1/2"13'-0 1/2"6'-0 1/2"A3.602F1F1F4F4RE-1RE-2R-4R-4R-4ENTRY ATRIUMENTRY ATRIUMENTRY ATRIUMCIRC.ATRIUMATRIUMANA'S OFFICECONT.EDUCATIONINSTRUCTORLIBRARYIT ROOMCONF. ROOMMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"1234567891011121314151617182021191/ A3.131/ A3.12ENTRY ATRIUMCIRC.ATRIUMCIRC.ATRIUMCIRC.MECHANICALPENTHOUSEROOF DECK 4ATRIUMHVAC CLASSROOMATRIUMANA'S OFFICEINSTRUCTORLIBRARYIT ROOMCONF. ROOMENTRY ATRIUMLOUNGE ROOF DECK© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.12BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Section N/S - 2 - Bays 11-223/32" = 1'-0"2Building Section N/S Key - 2 - Bays 11-22A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"1234567891011T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.002A3.001A3.012A3.012"11'-0"9'-5 1/4"1'-10"3'-6"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"42'-10 1/2"6'-11 1/2"15'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"F1F1F1F4F4RE-1R-2RE-1R-4R-4R-3RE-1R-5CIRC.ATRIUMCIRC.CIRC.LOUNGE ROOFDECKMECHANICALPENTHOUSEROOF DECK 4ATRIUMHVACCLASSROOMHVACCLASSROOMMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"1234567891011121314151617182021191/ A3.131/ A3.12ENTRY ATRIUMENTRY ATRIUMENTRY ATRIUMCONF. ROOMIT ROOMINSTRUCTORLIBRARYCIRC.ATRIUMATRIUMANA'S OFFICEHVAC CLASSROOMHVAC CLASSROOMATRIUMCIRC.MECHANICALPENTHOUSEROOF DECK 4CIRC.LOUNGE ROOF DECK© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.13BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"1Building Section N/S - 2 - Bays 1-113/32" = 1'-0"2Building Section N/S Key - 2 - Bays 1-11A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011121314151617182021192/ A3.152/ A3.14FRONT OFFICESTAIRSZOOM / CONFERENCEROOMSTAIRCOPY CENTERELECTRICALCLASSROOM 3ELECTRICAL LAB 2CIRC.ELECTRICAL SERVICEROOMPLUMBING LABPLUMBINGCLASSROOM 2CARPENTRY LAB 2STUDENT LOUNGEPAINTINGCLASSROOMOFFICEROOF DECK 3OFFICEMEN'S RESTROOMCLASSROOMROOF DECK 1T.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"192A3.011A3.022A3.021A3.031'-2"18'-9"1'-10"4'-2 1/4"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"41'-10 1/2"6'-11 1/2"20'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0"2'-11 1/2"13'-0 1/2"6'-0 1/2"F4F4F4F1F1RE-1RE-2F4R-4RE-2R-2R-4ZOOM /CONFERENCEROOMSTAIRSTAIRSFRONT OFFICECIRC.ELECTRICALCLASSROOM 3ELECTRICALLAB 2CIRC.ELECTRICALSERVICE ROOMPLUMBING LABOFFICEMEN'SRESTROOMCLASSROOMROOF DECK 1COPY CENTERCIRC.MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.14BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Building Section N/S Key - 3 - Bays 11-223/16" = 1'-0"2Building Section N/S - 3 - Bays 11-22A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011121314151617182021192/ A3.152/ A3.14FRONT OFFICESTAIRSELECTRICALCLASSROOM 3ELECTRICAL LAB 2CIRC.ELECTRICAL SERVICEROOMPLUMBING LABPLUMBINGCLASSROOM 2CARPENTRY LAB 2STUDENT LOUNGEPAINTINGCLASSROOMOFFICEROOF DECK 3OFFICEMEN'S RESTROOMCLASSROOMROOF DECK 1COPY CENTERCIRC.STAIRZOOM / CONFERENCEROOMT.O. SLAB LEVEL 1_1-1142'-0"T.O. PARAPET LEVEL 278'-2"1234567891011T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"T.O. SLAB LEVEL 1_MEZZANINE53'-0"1A3.002A3.001A3.012A3.0115'-6 1/8"15'-11 7/8"16'-0 3/4"16'-0 5/8"15'-11 3/4"16'-0 3/8"16'-0 3/8"16'-0 5/8"15'-11 3/8"16'-9 1/4"2"11'-0"9'-5 1/4"1'-10"3'-6"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"42'-10 1/2"6'-11 1/2"F1F1F4F4RE-1RE-1R-4R-4R-2RE-1R-3RE-1PLUMBING LABPLUMBINGCLASSROOM 2CARPENTRYLAB 2STUDENTLOUNGEPAINTINGCLASSROOMOFFICEROOF DECK 3OFFICEMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.15BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Building Section N/S Key - 3 - Bays 1-113/16" = 1'-0"2Building Section N/S - 3 - Bays 1-11A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1234567891011121314151617182021192/ A3.16ATRIUMATRIUMOFFICECIRC.CIRC.FALLPROTECTIONELECTRICALLAB 3OFFICEATRIUMCARPENTRYLAB 1CIRC.LOUNGE ROOFDECKMECHANICALPENTHOUSEROOF DECK 4ATRIUMSTORAGEELECTRICALLAB 1ELECTRICALCLASSROOM 1CIRC.ENTRY ATRIUMENTRY ATRIUMOPENT.O. PARAPET LEVEL 278'-2"11121314151617182021T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"191A3.022A3.021A3.031'-2"18'-9"1'-10"4'-2 1/4"7'-10"1'-10 3/4"8"4'-4 1/2"2'-4"6'-11 1/2"41'-10 1/2"6'-11 1/2"ATRIUMOFFICESTORAGEELECTRICALLAB 1ELECTRICALCLASSROOM 1CIRC.ENTRY ATRIUMOPENENTRY ATRIUMCIRC.ATRIUMFALLPROTECTIONF4R-4R-4RE-1F4R-4R-420'-5 1/2"18'-0 3/8"19'-5 1/2"17'-7 7/8"16'-0"16'-0"16'-0"2'-11 1/2"13'-0 1/2"6'-0 1/2"MAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.16BuildingSections - N/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"1Building Section N/S Key - 4 - Bays 11-223/16" = 1'-0"2Building Section N/S - 4 - Bays 11-22A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"JT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"3'-6"1'-10"20'-5 1/4"25'-9 1/4"08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 2INSTRUCTORLOUNGET.O. SLAB LEVEL 1_1-1142'-0"JT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"3'-6"1'-10"20'-5 1/4"25'-9 1/4"08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 2CARPENTRYLAB 1© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.50Wall SectionsE/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/2" = 1'-0"1Building Section E/W - 1 - Callout 11/2" = 1'-0"2Building Section E/W - 2 - Callout 1A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. ROOF MONITOR84'-10 1/2"17'-1 1/4"3'-6"1'-10"20'-5 1/4"SF-1G-2SE-2R-3F4SE-3R-4RE-142'-10 1/2"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINEHVAC / SHEETMETAL LABCIRC.T.O. PLATE MONITOR82'-6 1/2"GT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"14'-9 1/4"3'-6"1'-10"22'-5 1/4"ATRIUMS-3R-4R-4F4RE-1SH-1T.O. PARAPET LEVEL 278'-2"T.O. PLATE MONITOR82'-6 1/2"DT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"3'-6"1'-10"22'-5 1/4"08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 208 43 00.2.1.B-KAWNEER-TRIFAB VG_45008 13 16.2.1.A- KAWNEER 350MEDIUM STILE STANDARDENTRANCE07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATEDPAINTINGCLASSROOMATRIUMF4RE-1SF-3S-1SE-3R-4R-4© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.51Wall SectionsE/W1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/2" = 1'-0"1Building Section E/W - 3 - Callout 11/2" = 1'-0"2Building Section E/W - 3 - Callout 21/2" = 1'-0"3Building Section E/W - 3 - Callout 3A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"21T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"18'-9"1'-10"4'-2 1/4"7'-10"1'-10 3/4"8"W-135'-2"05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 207 62 00.2.1.A- PREFINISHED,BREAK METAL SIDING07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATEDPRES. CONF.ROOMLIBRARYR-3RE-2F4SE-3R-4F121T.O. PLATE MONITOR82'-6 1/2"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF MONITOR84'-10 1/2"39'-6 1/2"2'-4"41'-10 1/2"07 42 13.2.1.D- 1/2CORTEN-STEEL05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS08 13 16.2.1.A- KAWNEER 350MEDIUM STILE STANDARDENTRANCE08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 205 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 2R-4ENTRY ATRIUM© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA3.60Wall SectionsN/S1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/2" = 1'-0"1Building Section N/S - 1 - Bays 11-22 - Callout 11/2" = 1'-0"2Building Section N/S - 2 - Bays 11-22 - Callout 1A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11FGCLR.10'-0"4'-6 1/4"7'-6"1'-11 1/8"13'-11 3/8"10 42 00- TOWER GANTRYFALL PROTECTION TRAINING– DESIGN BILD.11FG6'-3 3/8"7'-6"9'-11 1/8"10'-0 5/8"9'-4 5/8"CLR.5'-11 3/8"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.00EnlargedPlans - FallProtection1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Enlarged Plan - Fall Protection - Level 13/8" = 1'-0"2Enlarged Plan - Fall Protection - Level 2A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION J1516UNI. R.R.49 SFUNI. R.R.49 SF112A110AS-2S-5S-3G-2SF-11'-6"1'-6"16'-0"8'-6 3/8"H1718UNI. R.R.67 SFUNI. R.R.65 SF16'-0"1'-10 3/8"2'-1 1/8"10'-3 1/4"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.10EnlargedPlans -Restrooms1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Enlarged Plan - Level 1 Apprenticeship R.R.3/8" = 1'-0"2Enlarged Plan - Level 2 Admin. R.R.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11FHGWOMEN'S R.R.203 SF7'-6"7'-1 7/8"14'-7 7/8"CLR.3'-0"CLR.5'-0"11CEDMEN'S R.R.210 SF7'-8 1/4"7'-6"15'-2 1/4"CLR.3'-0"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.11EnlargedPlans -Restrooms1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Enlarged Plan - Level 1 Women's R.R.3/8" = 1'-0"2Enlarged Plan - Level 1 Men's R.R.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 11FHG7'-6"7'-1 7/8"14'-7 7/8"CLR.3'-0"11BCEDMEN'S RESTROOM342 SFSTORAGE / JANITOR61 SF© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.12EnlargedPlans -Restrooms1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Enlarged Plan - Level 2 Women's R.R.3/8" = 1'-0"2Enlarged Plan - Level 2 Men's R.R.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UP11 10 9 8 7 6 5 4 3 2 11817161514131226252423222120193736353433323130292827FH1718G3A4.2016'-0"7'-6"7'-1 7/8"05 71 00- DECORATIVE METALSTAIRS37R@ 6 5/8"36T@ 11"05 73 00- DECORATIVE METALRAILINGS05 73 00- DECORATIVE METALRAILINGST.O. PARAPET LEVEL 278'-2"1718T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"12'-0 1/4"1'-10"18'-9"41'-10 1/2"05 73 00- DECORATIVE METALRAILINGS09 64 16- WOOD BLOCKFLOORING AT MAIN STAIRSAVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.20EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161Main Stair Axon3/8" = 1'-0"2Vertical Circulation - Main Stair - Level 1 Plan3/8" = 1'-0"3Vertical Circulation - Main Stair - N/S Section 1A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UP987654321181716151413121110DN363534333231302928272625242322212019BC18D1A4.221A4.232A4.233/A4.214'-9 1/8"10'-0 1/2"7'-8 1/4"14 24 13 - HYDRAULICFREIGHT ELEVATORS05 51 00- METAL STAIRS(DESIGN BUILD)05 52 13- PIPE AND TUBERAILINGSBC18D191A4.221A4.232A4.233/A4.2105 51 00- METAL STAIRS(DESIGN BUILD)05 52 13- PIPE AND TUBERAILINGS14 24 13 - HYDRAULIC FREIGHT ELEVATORST.O. PARAPET LEVEL 278'-2"18T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1907 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED14 24 13 - HYDRAULICFREIGHT ELEVATORS© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.21EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - SW Stair + Elevator - Level 1 Plan3/8" = 1'-0"2Vertical Circulation - SW Stair + Elevator - Level 2 Plan3/8" = 1'-0"3Vertical Circulation - Elevatior East Elev.A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"BCT.O. PLATE MONITOR82'-6 1/2"DT.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"41'-10 1/2"7'-8 1/4"14'-9 5/8"9'-0"20'-7"12'-0 1/4"05 52 13- PIPE AND TUBERAILINGS05 51 00- METAL STAIRS(DESIGN BUILD)AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.22EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - SW Stair + Elev. - E/W SectionA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. PARAPET LEVEL 278'-2"T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"41'-10 1/2"AVERAGE GRADE41'-10"T.O. PARAPET LEVEL 278'-2"T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"12'-0 1/4"1'-10"18'-9"41'-10 1/2"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.23EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - SW Stair + Elev. - N/S Section 13/8" = 1'-0"2Vertical Circulation - SW Stair + Elev. - N/S Section 2A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UP10987654321DN3938373635343332313029282726252423222167FHIJG1A4.252A4.2539R@ 6 7/8"38T@ 11"16'-0 3/8"7'-6"7'-1 7/8"15'-0"13'-5 3/4"CLR.5'-0"05 51 00- METAL STAIRS(DESIGN BUILD)05 52 13- PIPE AND TUBERAILINGS67FHG1A4.252A4.25© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.24EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - NE Stair - Level 1 Plan3/8" = 1'-0"2Vertical Circulation - NE Stair - Level 2 PlanA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION T.O. SLAB LEVEL 1_1-1142'-0"FHT.O. PLATE MONITOR82'-6 1/2"GT.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1'-10"6"6'-11 1/4"11'-4"1'-10"20'-5 1/4"42'-10 1/2"05 52 13- PIPE AND TUBERAILINGS05 51 00- METAL STAIRS(DESIGN BUILD)AVERAGE GRADE41'-10"T.O. SLAB LEVEL 1_1-1142'-0"67T.O. PLATE MONITOR82'-6 1/2"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. ROOF MONITOR84'-10 1/2"20'-5 1/4"1'-10"18'-3 1/4"2'-4"42'-10 1/2"05 51 00- METAL STAIRS(DESIGN BUILD)05 52 13- PIPE AND TUBERAILINGSAVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.25EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - NE Stair - E/W Section 13/8" = 1'-0"2Vertical Circulation - NE Stair - N/S Section 1A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DN1918171615141312111098765432112ABCED53'-0"42'-0"19R@ 7"18T@ 11"4'-9 3/8"16'-6"14'-4 7/8"2A4.2615'-6 1/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"05 71 00- DECORATIVE METALSTAIRS?T.O. SLAB LEVEL 1_1-1142'-0"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. SLAB LEVEL 2_1-1164'-3 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. SLAB LEVEL 1_MEZZANINE53'-0"3'-6"1'-10"9'-5 1/4"11'-0"25'-9 1/4"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.26EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - Student Lounge Stair - Plan3/8" = 1'-0"2Vertical Circulation - Student Lounge Stair - E/W SectionA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DN19181716151413121110987654321DN12HIJ42'-0"53'-0"19R@ 7"18T@ 11"4'-4 3/4"16'-6"7'-3"4'-0"2A4.2715'-6 1/8"15'-0"13'-5 3/4"T.O. SLAB LEVEL 1_1-1142'-0"T.O. EXISTING LEVEL 1 PARAPET64'-0"T.O. BEAM LEVEL 1_1-1162'-5 1/4"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. SLAB LEVEL 1_MEZZANINE53'-0"9'-5 1/4"11'-0"20'-5 1/4"3'-9 1/4"1'-6 3/4"9'-5 1/4"11'-0"25'-9 1/4"AVERAGE GRADE41'-10"9RAMP1:12 MAX.CLR.6'-0"14'-1 3/8"HANDRAIL PER IBC 101411FRAMP1:12 MAX.DN5'-11 3/8"15'-0 3/4"HANDRAIL PER IBC 1014© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA4.27EnlargedSections /VerticalCirculation1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/8" = 1'-0"1Vertical Circulation - Instr. Lounge Stair - Plan3/8" = 1'-0"2Vertical Circulation - Instr. Lounge Stair - E/W Section3/8" = 1'-0"3Floor Plan - Level 1 Bays 1-11 - Ramp Plan3/8" = 1'-0"4Floor Plan - Level 2 Bays 11-22 - Ramp PlanA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION © 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.50WallAssemblySchedule1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16ASSEMBLY SCHEDULE - WALLMARK ASSEMBLY DESCRIPTION ASSEMBLY LAYERSR-VALUE FIRE RATING STC RATINGExteriorG-1 8" CONCRETE WALL SEE SHEETS 5.51 FOR ASSEMBLY DETAILS, TYP.G-2 8" CMUG-3 8" ARCHITECTURAL CONCRETE WALLSE-1 RAINSCREEN W/ HORIZONTAL METAL SIDING23.57SE-2 DOUBLE STUD PARAPET WALL23.57SE-3 RAINSCREEN W/ VERTICAL CORRUGATED METALSIDING23.57SE-4 EXTERIOR PERFORATED METAL SCREEN WALLN/ASF-1 INSULATED FURRING ASSEMBLY W/ HORIZONTALMETAL SIDING21.5SF-2 FURRING W/ HORIZONTAL METAL SIDINGN/ASF-3 FURRING W/ VERTICAL CORRUGATED METAL SIDINGN/ASF-4 INSULATED FURRING23SW-1 SCREEN WALL HORIZONTAL ASSEMBLYN/ASW-2 VERTICAL SCREEN WALL SUPPORTSN/AInteriorS-1 TYP. STUD WALL W/ ACCOUSTIC INSUL. SEE SHEETS 5.52 FOR ASSEMBLY DETAILS, TYP.45S-2 STUD WALL W/ DOUBLE GWB & ACCOUSTIC INSUL.55S-3 TYP. DOUBLE STUD WALL W/ ACCOUTIC INSUL.60S-4 INTERIOR FURRING WALL W/ ACCOUSTIC INSULATION60S-5 INTERIOR FURRING WALL W/ ACCOUSTIC INSULATION45SH-1 1 HR RATED STUD WALL W/ "TYPE-X" GWB1HR 45A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 03 30 00- CAST-IN-PLACECONCRETE07 19 00- WATER REPELLENT /ANTI-GRAFFITI COATINGWATER REPELLENT BLOKGUARDAT EXPOSED EXTERIOR CONDITIONS04 22 00- CONCRETE UNITMASONRY07 19 00- WATER REPELLENT /ANTI-GRAFFITI COATINGWATER REPELLENT BLOKGUARDAT EXPOSED EXTERIOR CONDITIONS03 33 00- ARCHITECTURALCONCRETE07 19 00- WATER REPELLENT /ANTI-GRAFFITI COATINGWATER REPELLENT BLOKGUARDAT EXPOSED EXTERIOR CONDITIONS07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.2.A- 1" Z FURRINGCHANNEL07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASH06 16 53-GYPSUM-SHEATHING05 12 00- STRUCTURAL STEELFRAMING07 21 00.2.1.A - MINERALWOOL BATT INSULATION09 21 00.2.2- 5/8" GYPSUMBOARD06 16 53-GYPSUM-SHEATHING05 12 00- STRUCTURAL STEELFRAMING06 16 53-GYPSUM-SHEATHING07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASH07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.2.A- 1" Z FURRINGCHANNEL07 21 00.2.1.A - MINERALWOOL BATT INSULATIONWHERE REQUIREDWHERE REQUIRED07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASH06 16 53-GYPSUM-SHEATHING05 12 00- STRUCTURAL STEELFRAMING07 21 00.2.1.A - MINERALWOOL BATT INSULATION09 21 00.2.2- 5/8" GYPSUMBOARD07 42 13.2.1.B- TAYLOR METAL 7/8" CORRUAGTED 07 42 13.2.2.C - 7/8" HATCHANNEL07 42 13.2.1.C- TAYLOR METAL 7/8" CORRUAGTED 07 42 13.2.2.C - 7/8" HATCHANNEL05 10 00- STRUCTURAL METALFRAMING07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.2.B- 5" Z FURRINGCHANNEL07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASH07 21 00.2.1.B- SEMI-RIGIDSTONE WOOL INSULATIONADJACENT WALL07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE07 42 13.2.2.A- 1" Z FURRINGCHANNEL07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASHADJACENT WALL07 25 00.2.1- VAPROSHIELDWRAPSHIELD SA WITHVAPRO-LIQUI-FLASH07 42 13.2.1.B- TAYLOR METAL 7/8" CORRUAGTED ADJACENT WALL07 42 13.2.2.C - 7/8" HATCHANNEL09 21 00.2.2- 5/8" GYPSUMBOARD07 21 00.2.1.A - MINERALWOOL BATT INSULATION05 12 00- STRUCTURAL STEELFRAMINGADJACENT WALL1" AIR GAP© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.51Exterior WallAssemblyTypes1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163" = 1'-0"1EXT-G-1 - 8" Concrete Wall3" = 1'-0"2EXT-G-2 - 8" CMU Wall3" = 1'-0"3EXT-G-3 - 8" Concrete Architectural Wall3" = 1'-0"5EXT-SE-1 - Rainscreen - SD-1 Metal Siding3" = 1'-0"6EXT-SE-2 - Parapet Double Metal Studs3" = 1'-0"7EXT-SE-33" = 1'-0"8EXT-SE-43" = 1'-0"9EXT-SF-13" = 1'-0"10EXT-SF-23" = 1'-0"11EXT-SF-33" = 1'-0"12EXT-SF-4WALL TYPE - SE-1MARK R-VALUE FIRE RATING STC RATINGExteriorSE-1 23.57WALL TYPE - SE-2MARK R-VALUE FIRE RATING STC RATINGExteriorSE-2 23.57WALL TYPE - SE-3MARK R-VALUE FIRE RATING STC RATINGExteriorSE-3 23.57WALL TYPE - SF-1MARK R-VALUE FIRE RATING STC RATINGExteriorSF-1 21.5WALL TYPE - SE-4MARK R-VALUE FIRE RATING STC RATINGExteriorSE-4 N/AWALL TYPE - SF-2MARK R-VALUE FIRE RATING STC RATINGExteriorSF-2 N/AWALL TYPE - SF-3MARK R-VALUE FIRE RATING STC RATINGExteriorSF-3 N/AWALL TYPE - SF-4MARK R-VALUE FIRE RATING STC RATINGExteriorSF-4 23A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 09 21 00.2.2- 5/8" GYPSUMBOARD05 12 00- STRUCTURAL STEELFRAMING09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION09 21 00.2.2- 5/8" GYPSUMBOARD09 21 00.2.2- 5/8" GYPSUMBOARD09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION09 21 00.2.2- 5/8" GYPSUMBOARD05 12 00- STRUCTURAL STEELFRAMING09 21 00.2.2- 5/8" GYPSUMBOARD09 21 00.2.2- 5/8" GYPSUMBOARD09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION09 21 00.2.2- 5/8" GYPSUMBOARD05 12 00- STRUCTURAL STEELFRAMING05 12 00- STRUCTURAL STEELFRAMING09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION09 21 00.2.2- 5/8" GYPSUMBOARD1" AIR GAP09 21 00.2.2- 5/8" GYPSUMBOARD09 21 00.2.2- 5/8" GYPSUMBOARD09 21 00.2.2- 5/8" GYPSUMBOARD09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION05 12 00- STRUCTURAL STEELFRAMING1" AIR GAPADJACENT WALL09 21 00.2.2- 5/8" GYPSUMBOARD09 21 00.2.2- 5/8" GYPSUMBOARD09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION05 12 00- STRUCTURAL STEELFRAMINGADJACENT WALL09 21 00.2.2- 5/8" GYPSUMBOARD09 81 00.2.1.A- 3" ROCKWOOLSAFE'N'SOUND ACOUSTICALINSULATION05 12 00- STRUCTURAL STEELFRAMING09 21 00.2.2- 5/8" GYPSUMBOARD© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.52Interior WallAssemblyTypes1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163" = 1'-0"1INT-S-1 - 5 1/2" Studs Interior Wall3" = 1'-0"2INT-S-2 - 5 1/2" Studs Double GWB Wall3" = 1'-0"3INT-S-3 - Double 51/2" Studs @ Labs3" = 1'-0"4INT-S-4 - 5 1/2" Studs Furring Wall3" = 1'-0"5INT-S-5 - 3 1/2" Studs Furring Wall3" = 1'-0"6INT-SH-1 - 1HR Fire Rated WallWALL TYPE - S-1MARK R-VALUE FIRE RATING STC RATINGInteriorS-1 45WALL TYPE - S-2MARK R-VALUE FIRE RATING STC RATINGInteriorS-2 55WALL TYPE - S-3MARK R-VALUE FIRE RATING STC RATINGInteriorS-3 60WALL TYPE - S-4MARK R-VALUE FIRE RATING STC RATINGInteriorS-4 60WALL TYPE - S-5MARK R-VALUE FIRE RATING STC RATINGInteriorS-5 45WALL TYPE - SH-1MARK R-VALUE FIRE RATING STC RATINGInteriorSH-1 1HR 45A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION © 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.60Floor / RoofAssemblySchedules1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16ASSEMBLY SCHEDULE - FLOORTYPE MARK FLOOR ASSEMBLY ASSEMBLY LAYERSFIRE RATING STC RATINGInteriorF1 6" SLAB ON GRADE SEE SHEETS 5.61 FOR ASSEMBLY DETAILS, TYP.F2 6" EXTERIOR SLAB ON GRADEF3F4 3" CONC ON METAL W/ FLOOR FRAMINGASSEMBLY SCHEDULE - ROOFTYPE MARK KEYNOTE ROOF ASSEMBLY ASSEMBLY LAYERSR-VALUE FIRE RATING STC RATINGR-1 05 31 23 1/2" METAL DECKING SEE SHEETS 5.62 FOR ASSEMBLY DETAILS, TYP.R-2 LOW SLOPE ROOF ASSEMBLY W/ ROOFPAVERS49R-3 LOW SLOPE ROOF ASSEMBLY W/STRUCTURAL SHEATHING49R-4 LOW SLOPE ROOF ASSEMBLY49R-5 LOW SLOPE ROOF ASSEMBLY W/ CLTSTRUCTURE49R-6 05 77 00 HORIZONAL METAL SCREEN @ ENTRYR-7 08 44 00 HORIZONTAL STOREFRONT @ ENTRYRE-1 EXISTING T&G ROOF SUBSTRUCTURERE-2 NEW CLT SUBSTRUCTUREA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 09 60 00- FLOORING03 30 00- CAST-IN-PLACECONCRETE07 21 00.2.1.C- R10 RIGIDINSULATION07 26 16.2.1.B- 4"GRAVEL/CRUSH07 26 16.2.1.A- 10 MIL VAPORRETARDER, 6" MIN. OVERLAPAND SEALED WITH ADHESIVETAPE24" WIDTH @ PERIMETER09 60 00- FLOORING03 30 00- CAST-IN-PLACECONCRETE07 26 16.2.1.A- 10 MIL VAPORRETARDER, 6" MIN. OVERLAPAND SEALED WITH ADHESIVETAPE07 26 16.2.1.B- 4"GRAVEL/CRUSH05 31 13- STEEL FLOORDECKING09 60 00- FLOORING06 16 33 - WOOD BOARDSHEATHING03 30 00- CAST-IN-PLACECONCRETE9 1/2" OVERFRAME (AIR SPACE TO MATCH PAVER SPACE)05 31 13- STEEL FLOORDECKING03 30 00- CAST-IN-PLACECONCRETE© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.61FloorAssemblyTypes1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163" = 1'-0"1F1 - Level 1 Slab3" = 1'-0"2F2 - Existing Floor3" = 1'-0"4F4 - Level 2 Floor3" = 1'-0"3F3- Mezanine FloorA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 05 31 23- STEEL ROOFDECKING05 12 00- STRUCTURAL STEELFRAMING07 76 16.2.1.A- 2" PRECASTPAVER07 76 16.2.1.B- PEDESTALSYSTEM07 52 16.2.1.F- 0" VAPORBARRIER: SOPRAVAP'RSELF-ADHERED06 16 33 - WOOD BOARDSHEATHING07 52 16.2.1.E-RIGID-LAYERED RIGIDPOLYISO INSULATIONSOPRA-ISO(R49MIN)07 52 16.2.1.B- (2) PLY SBSMEMBRANE ROOFING07 52 16.2.1.C- 1/4"COVERBOARD: SOPRABOARDSET IN INSULATIONADHESIVE07 52 16.2.1.D- VARIABLE HT:TAPERED RIGID POLYISOINSULATION SOPRA-ISO07 76 16.2.1.C- NEOPRENEPROTECTION PADSADJACENT STRUCTURE PER STRUCTURAL07 52 16.2.1.C- 1/4"COVERBOARD: SOPRABOARDSET IN INSULATIONADHESIVE07 52 16.2.1.E-RIGID-LAYERED RIGIDPOLYISO INSULATIONSOPRA-ISO(R49MIN)ADJACENT STRUCTURE PER STRUCTURAL07 52 16.2.1.A- 0" PROTECTIONMEMBRANE: SOPRAWALK07 52 16.2.1.B- (2) PLY SBSMEMBRANE ROOFING07 52 16.2.1.F- 0" VAPORBARRIER: SOPRAVAP'RSELF-ADHERED07 52 16.2.1.D- VARIABLE HT:TAPERED RIGID POLYISOINSULATION SOPRA-ISOWHERE OCCURS07 76 16.2.1.A- 2" PRECASTPAVER07 76 16.2.1.B- PEDESTALSYSTEM07 52 16.2.1.E-RIGID-LAYERED RIGIDPOLYISO INSULATIONSOPRA-ISO(R49MIN)06 17 19- CROSS-LAMINATEDTIMBER07 76 16.2.1.C- NEOPRENEPROTECTION PADS07 52 16.2.1.B- (2) PLY SBSMEMBRANE ROOFING07 52 16.2.1.D- VARIABLE HT:TAPERED RIGID POLYISOINSULATION SOPRA-ISO07 52 16.2.1.F- 0" VAPORBARRIER: SOPRAVAP'RSELF-ADHERED06 15 16- EXISTING 6" T&GROOF DECKINGADJACENT ROOFING ASSEMBLY06 17 19- CROSS-LAMINATEDTIMBERADJACENT ROOFING ASSEMBLY07 52 16.2.1.F- 0" VAPORBARRIER: SOPRAVAP'RSELF-ADHERED06 16 33 - WOOD BOARDSHEATHING07 52 16.2.1.E-RIGID-LAYERED RIGIDPOLYISO INSULATIONSOPRA-ISO(R49MIN)07 52 16.2.1.A- 0" PROTECTIONMEMBRANE: SOPRAWALK07 52 16.2.1.B- (2) PLY SBSMEMBRANE ROOFING07 52 16.2.1.C- 1/4"COVERBOARD: SOPRABOARDSET IN INSULATIONADHESIVEWHERE OCCURSADJACENT STRUCTURE PER STRUCTURAL07 52 16.2.1.D- VARIABLE HT:TAPERED RIGID POLYISOINSULATION SOPRA-ISO© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA5.62RoofAssemblyTypes1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163" = 1'-0"1R-1 - Metal Decking Roof3" = 1'-0"2R-2 - Low Slope - L1 Pavers Roof3" = 1'-0"4R-4 - Low Slope - L2 Exposed Roof3" = 1'-0"5R-5 - Low Slope - Mezzanine Pavers Roof3" = 1'-0"6RE-1 - Existing Wood Roof Decking3" = 1'-0"7RE-2 - New Wood Roof Decking3" = 1'-0"3R-3 - Low Slope - L1 Exposed RoofROOF TYPE - R-2TYPE MARK R-VALUER-2 49ROOF TYPE - R-3TYPE MARK R-VALUER-3 49ROOF TYPE - R-4TYPE MARK R-VALUER-4 49ROOF TYPE - R-5TYPE MARK R-VALUER-5 49A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DOOR TYPES:NOTE: SEE SHEET A-6.00 FOR WINDOW & DOOR GENERAL NOTES AND CODE COMPLIANCEEX-1A EX-1B EX-1F EX-2A EX-2BEX-4EX-5IN-1A IN-1BIN-2A IN-2BIN-4IN-5GENERAL DOOR NOTES:GENERAL:1. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL DOOR & WINDOW ROUGH OPENINGS AND THE TRANSMISSION OF THESE DIMENSIONS TO THE DOOR & WINDOW MANUFACTURER / DOOR & WINDOW FABRICATOR WHO WILL PROVIDE COMPLETE SHOP DRAWINGS SHOWING ALL DOOR & WINDOW TO SCALE AND NOTING ROUGH OPENING AND FINISHED PANEL DIMENSIONS, MATERIALS, FABRICATION DETAILS, GLAZING AND INFILL PANELS, HARDWARE, OPERATION, AND FINISHES.2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL HARDWARE. PROVIDE WRITTEN HARDWARE SCHEDULES INCLUDING HARDWARE SIZE, SHAPE, OPERATION, AND FINISH AND HARDWARE CUT SHEETS ILLUSTRATING THE APPEARANCE AND OPERATION TO THE OWNER AND ARCHITECT PRIOR TO ORDERING AND FABRICATION OF ALL DOORS & WINDOWS. WHERE THE DOOR & WINDOW MANUFACTURER IS NOT SUPPLYING HARDWARE FOR A PARTICULAR UNIT, COORDINATE DOOR & WINDOW DIMENSIONS AND WEIGHT WITH THE DOOR & WINDOW SUPPLIER AND INSTALLER AND INSURE THAT SUPPORTING FRAMING WILL PROVIDE THE REQUIRED BLOCKING AND STRUCTURAL SUPPORT AT EACH INSTALLATION.EXTERIOR DOORS:1. REFER TO A-6.00 SCHEDULE FOR EXTERIOR DOOR TYPE DETAILS. CONFIGURATIONS PER PLAN & ELEVATIONS. FINAL WINDOW/DOOR SELECTIONS SHALL BE APPROVED BY THE ARCHITECT/OWNER.2. ALL EXTERIOR DOORS ADJACENT TO WINDOWS SHALL BE COORDINATED TO ENSURE ALIGNMENT & FIT.ALL EXTERIOR DOORS / GLAZED PANELS SHALL MEET U-VALUES REQUIRED BY THE SPECIFIED ENERGY CODE, & CLIMATE ZONE.1. ALL EXTERIOR NON-GLAZED DOORS TO COMPLY WITH DEFAULT DOOR U-FACTORS PER THE SPECIFIED ENERGY CODE, UNLESS OTHERWISE NOTEDINTERIOR DOORS:1. REFER TO A-6.01 / A-6.02 SCHEDULES FOR INTERIOR DOOR TYPE DETAILS. CONFIGURATIONS PER PLAN & ELEVATIONS. FINAL WINDOW/DOOR SELECTIONS SHALL BE APPROVED BY THE ARCHITECT/OWNER.DOOR HARDWARE:1. ALL DOOR HARDWARE TO BE PROVIDED BY THE GENERAL CONTRACTOR AND COORDINATED AND SELECTED WITH ARCHITECT/ OWNER. ALL HARDWARE TO BE APPROVED BY OWNER AND ARCHITECT PRIOR TO ORDERING. PROVIDE EGRESS HARDWARE AS REQUIRED.2. ALL INTERIOR SWING DOOR HARDWARE TO BE VERIFIED BY ARCHITECT3. ALL INTERIOR POCKET DOOR HARDWARE TO BE VERIFIED BY ARCHITECTGENERAL WINDOW / DOOR GLAZING NOTES:WINDOWS / SKYLIGHTS / GLAZED DOORS FINAL WINDOW/DOOR SELECTIONS SHALL BE APPROVED BY THE ARCHITECT/OWNER. ALL EXTERIOR WINDOWS SHALL MEET U-VALUES REQUIRED BY THE SPECIFIED ENERGY CODE, CLIMATE ZONE 4C. WINDOW MANUFACTURER TO PROVIDE NAILING FINS.1. VERIFY MAXIMUM WINDOW PANEL SIZES WITH WINDOW MANUFACTURER FOR WINDOWS GANGED TOGETHER AS ONE UNIT. VERIFY MANUFACTURER'S RECOMMENDED VERTICAL AND HORIZONTAL STRUCTURAL SUPPORT AT EACH WINDOW UNIT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION, AND SHALL SUPPLY & INSTALL REQUIRED STRUCTURAL SUPPORT AT WINDOW UNITS AS REQUIRED BY THE UNIT MANUFACTURERS.2. WINDOW MANUFACTURER SHALL PROVIDE WINDOW HARDWARE ON OPERABLE UNITS CAPABLE OF ALLOWING THE OPENING AND HOLDING OF THE SASH UNIT. COORDINATE THE PROVISION OF HEAVY DUTY HINGES AND STAYS ON LARGE WINDOW UNITS WITH THE WINDOW MANUFACTUER.3. ALL OPERABLE WINDOW UNITS ARE TO HAVE MANUF. STANDARD HARDWARE ALLOWING THE OPERATION OF THE WINDOW UNIT. CASEMENTS & AWNINGS SHALL USE STANDARD CRANK OUT HARDWARE. WINDOW HARDWARE "TBD".4. THE WINDOW MANUFACTUER IS RESPONSIBLE FOR PROVIDING TEST DATA AND UNIT SIGNAGE INDICATING THE COMPLIANCE WITH THE REQUIRED U VALUE IN CONFORMANCE WITH THE SPECIFIED ENERGY CODE, CLIMATE ZONE 4C. ALL UNITS SHALL MEET U-VALUES AS INDICATED IN THESE CONSTRUCTION DOCUMENTS.5. OPENING CONTROL DEVICES SPECIFIED ON INDIVIDUAL UNITS IN SCHEDULES ABOVE. GENERAL CONTRACTOR & WINDOW/DOOR SUPPLIER SHALL COORDINATE & VERIFY OPENING REQUIREMENTS, WINDOWS LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE FINISHED GRADE TO HAVE OPENING CONTROL DEVICES THAT COMPLY WITH THE SPECIFIED CODEGLAZING TYPE NOTES: WINDOWS / GLAZED DOORS1. GLAZING TYPESTYPE GL. 1: EXTERIOR GLAZING: SEALED DOUBLE GLAZED (INSULATING) UNIT WITH MAXIMUM U-VALUE OF 0.30 PER THE SPECIFIED ENERGY CODE.TYPE GL. 2: OBSCURED EXTERIOR GLAZING: SEALED DOUBLE GLAZED (INSULATING) UNIT WITH MAXIMUM U-VALUE OF 0.30 PER THE SPECIFIED ENERGY CODE.TYPE GL. 3: INTERIOR GLAZING: SINGLE PANE, TEMPERED GLASS.TYPE GL. 4: INTERIOR GLAZING: SINGLE PANE, OBSCURED, TEMPERED GLASS.TYPE GL. 5: OBSCURED EXTERIOR GLAZING, FULLY-LAMINATED (MINIMUM 0.03" THICK INTERLAYER), LOW-E INSULATED GLAZING PANELS2. SAFETY GLAZING (S.G.) SPECIFIED FOR INDIVIDUAL UNITS IN SCHEDULES ABOVE. GENERAL CONTRACTOR & WINDOW/DOOR SUPPLIER SHALL COORDINATE & VERIFY SAFETY GLAZING REQUIREMENTS FOR EACH UNIT. PROVIDE TEMPERED GLAZING IN ALL UNITS IN HAZARDOUS LOCATIONS AS REQUIRED BY THE THE SPECIFIED BUILDING CODE AS FOLLOWS:1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2.) GLAZING IN FIXED & SLIDING PANELS OF SLIDING DOOR ASSEMBLIES & PANELS IN SLIDING & BIFOLD CLOSET DOOR ASSEMBLIES.3.) GLAZING IN STORM DOORS. 4.) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5.) GLAZING IN DOORS & ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SERVICE. 6.) GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 7.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 & 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 7.3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 7.4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. 8.) ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN-FILL PANELS. 9.) GLAZING IN WALLS AND FENCES ENCLOSING INDOOR & OUTDOOR SWIMMING POOLS, HOT TUBS & SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD.BUILDING CODE INFORMATION:JURISDICTION:CITY OF RENTONAPPLICABLE CODES:ZONING CODE: RENTON MUNICIPAL CODE (TITLE IV)BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODEENERGY CODE: 2015 WASHINGTON STATE ENERGY CODECODE INFORMATION:CONSTRUCTION TYPE: TYPE IV (HEAVY TIMBER)OCCUPANCY: BUSINESS GROUP BUSES: EDUCATION (OVER 12TH GRADE), TRAINING AND SKILL DEVELOPMENT, ADMINISTRATIVE OFFICES.ZONING CODE INFORMATION:ZONES: CA (COMMERCIAL ARTERIAL), - LOTS 1-8, 12-16R-8 (RESIDENTIAL - 8 DU/AC), - LOTS 9,10,11LOT COVERAGE (MAX.): 65%HEIGHT LIMIT: 50'-0" ABOVE AVERAGE GRADEYARD REQUIREMENTS: FRONT: 20 ftSIDE: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)REAR: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)ENVIRONMENTAL INFORMATION:CRITICAL AREAS: AQUIFER PROTECTION ZONE© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.00Door Notes &Types1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16DOOR TYPESDOOR TYPE COUNT KEYNOTE MANUFACTURER MODEL OPERATIONNFRCNOTESFINISH(EXTERIOR/INTERIOR)DIRECTORY # U-VALUEExteriorEX-1A 13 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-1B 9 08 11 13.2.1.A CURRIES 707 SERIES SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-1F 9 08 11 13.2.1.B CURRIES 707 SERIES 20 MIN SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-2A 4 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-2B 7 08 11 13.2.1.A CURRIES 707 SERIES DOUBLE SWINGEX-4 7 08 33 27 NORTHWESTDOORS800 SERIES GARAGEOVERHEADCD01MATCH CURTAINWALLEX-5 2 08 33 23 CORNELL ESD10 OVERHEAD -ROLLING07 42 13.2.1.E CompositeMetal PanelInteriorIN-1A 78 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWINGIN-1B 1 08 14 16.2.1.A LYNDEN DOORS LD2000 PC-5 SWINGIN-2A 6 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWINGIN-4 1 08 34 73 MODERNFOLD ACOUSTI-SEAL-933EFOLDING SYSTEMIN-5 1 08 33 00 OVERHEAD DOORCORPORATION670 OVERHEADROLLING GRILLE138A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DOOR TYPES:NOTE: SEE SHEET A-6.00 FOR WINDOW & DOOR GENERAL NOTES AND CODE COMPLIANCEEX-1A EX-1B EX-1F EX-2A EX-2B EX-4EX-5IN-1A IN-1BIN-2A IN-2BIN-4IN-5© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.01L1 DoorSchedules &Types1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16DOOR SCHEDULE - L1MARK DOOR TYPE PANEL TYPE OPERATION HARDWARE HEIGHT WIDTHAREANFRCSAFETYGLAZINGFIRE RATINGU-VALUE DEFAULT UA100A EX-2A DOUBLE SWING 8'-11 1/4" 6'-0" 54 SF100B EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.100C EX-1F SWING 8'-0" 3'-2" 25 SF20 Min.100D EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.100E EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.100F EX-2A DOUBLE SWING 8'-11 1/4" 5'-10 1/2" 53 SF101A IN-5 OVERHEADROLLING GRILLE12'-0" 18'-1 3/4" 218 SFAs Specifiedin 08 33 00101B IN-1A SWING 8'-0" 3'-3 7/8" 27 SF101C IN-1A SWING 8'-0" 3'-0 1/2" 24 SF101D IN-1A SWING 8'-0" 3'-0 1/2" 24 SF101E IN-1A SWING 8'-0" 3'-0 1/2" 24 SF101F IN-1B SWING 6'-0" 2'-4" 14 SF101G EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.101H EX-1B SWING 8'-0" 3'-0" 24 SF102A IN-1A SWING 8'-0" 3'-0" 24 SF103A EX-1F SWING 8'-0" 3'-2" 25 SF20 Min.104A IN-1A SWING 8'-0" 3'-0" 24 SF104B EX-1A SWING 8'-11 1/4" 3'-0" 27 SF105A IN-1A SWING 8'-0" 3'-0" 24 SF105B IN-1A SWING 8'-0" 3'-0" 24 SF105C IN-4 FOLDING SYSTEM106A IN-1A SWING 8'-0" 3'-0" 24 SF107A IN-1A SWING 8'-0" 3'-0" 24 SF107B EX-2B DOUBLE SWING 8'-0" 5'-6" 44 SF108A IN-1A SWING 8'-0" 3'-0" 24 SF109A IN-2A DOUBLE SWING 8'-0" 6'-0" 48 SF109B EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF109C IN-1A SWING 8'-0" 3'-0" 24 SF110A IN-1A SWING 8'-0" 2'-6" 20 SF111A EX-2B DOUBLE SWING 8'-0" 6'-0" 48 SF112A IN-1A SWING 8'-0" 2'-6" 20 SF113A IN-1A SWING 8'-0" 3'-0" 24 SF114A IN-1A SWING 8'-0" 3'-0" 24 SF114B IN-1A SWING 8'-0" 3'-0" 24 SF115A IN-1A SWING 8'-0" 3'-0" 24 SF116A EX-2B DOUBLE SWING 8'-0" 5'-6" 44 SF117A EX-1B SWING 8'-0" 3'-0" 24 SF118A IN-2A DOUBLE SWING 8'-0" 6'-0" 48 SF118B EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF118C IN-1A SWING 8'-0" 3'-0" 24 SF119B EX-1B SWING 8'-0" 3'-0" 24 SF120A EX-2B DOUBLE SWING 7'-0" 6'-0" 42 SF121A IN-1A SWING 8'-0" 3'-8 1/8" 29 SF122A IN-1A SWING 8'-0" 3'-0" 24 SF123A IN-1A SWING 8'-0" 2'-11 3/8" 24 SF123B EX-1B SWING 8'-0" 3'-0" 24 SF123C EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF124A IN-1A SWING 8'-0" 3'-0" 24 SF125A EX-2B DOUBLE SWING 7'-0" 6'-0" 42 SF126A IN-1A SWING 8'-0" 3'-0" 24 SF127A EX-1B SWING 8'-0" 3'-0" 24 SF127B EX-1B SWING 8'-0" 3'-0" 24 SF128A IN-1A SWING 8'-0" 3'-0" 24 SF129A IN-1A SWING 8'-0" 3'-0" 24 SF130A IN-1A SWING 8'-0" 3'-0" 24 SF130B EX-5 OVERHEAD -ROLLING9'-0" 8'-0" 72 SF131A IN-1A SWING 8'-0" 3'-0" 24 SF131B IN-1A SWING 8'-0" 3'-0" 24 SF132A IN-1A SWING 8'-0" 3'-8 1/8" 29 SF133A IN-1A SWING 8'-0" 3'-0" 24 SF133B IN-1A SWING 8'-0" 3'-0" 24 SF135A IN-2A DOUBLE SWING 8'-0" 6'-0" 48 SF135B EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF136A EX-2B DOUBLE SWING 7'-0" 6'-0" 42 SF137A IN-1A SWING 8'-0" 3'-0" 24 SF137C EX-1A SWING 7'-11 1/4" 3'-0" 24 SF138A IN-1A SWING 8'-0" 2'-11 3/8" 24 SF138B EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF138C EX-1B SWING 8'-0" 3'-0" 24 SF140A IN-1A SWING 8'-0" 3'-0" 24 SF142A EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.144A IN-1A SWING 8'-0" 3'-0" 24 SF146A IN-1A SWING 8'-0" 3'-0" 24 SF146B IN-1A SWING 8'-0" 3'-0" 24 SF148A IN-2A DOUBLE SWING 8'-0" 6'-0" 48 SF148B EX-4 GARAGEOVERHEAD12'-0" 14'-0" 168 SF150A EX-5 OVERHEAD -ROLLING8'-0" 7'-0" 56 SF150B EX-1B SWING 8'-0" 3'-0" 24 SF152A IN-1A SWING 8'-0" 3'-0" 24 SF152C EX-1A SWING 7'-11 1/4" 3'-0" 24 SF: 803,307 SF0DOOR TYPESDOOR TYPE COUNT KEYNOTE MANUFACTURER MODEL OPERATIONNFRCNOTESFINISH(EXTERIOR/INTERIOR)DIRECTORY # U-VALUEExteriorEX-1A 13 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-1B 9 08 11 13.2.1.A CURRIES 707 SERIES SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-1F 9 08 11 13.2.1.B CURRIES 707 SERIES 20 MIN SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-2A 4 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-2B 7 08 11 13.2.1.A CURRIES 707 SERIES DOUBLE SWINGEX-4 7 08 33 27 NORTHWESTDOORS800 SERIES GARAGEOVERHEADCD01MATCH CURTAINWALLEX-5 2 08 33 23 CORNELL ESD10 OVERHEAD -ROLLING07 42 13.2.1.E CompositeMetal PanelInteriorIN-1A 78 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWINGIN-1B 1 08 14 16.2.1.A LYNDEN DOORS LD2000 PC-5 SWINGIN-2A 6 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWINGIN-4 1 08 34 73 MODERNFOLD ACOUSTI-SEAL-933EFOLDING SYSTEMIN-5 1 08 33 00 OVERHEAD DOORCORPORATION670 OVERHEADROLLING GRILLE138A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DOOR TYPES:NOTE: SEE SHEET A-6.00 FOR WINDOW & DOOR GENERAL NOTES AND CODE COMPLIANCEEX-1A EX-1B EX-1F EX-2A EX-2B EX-4EX-5IN-1A IN-1BIN-2A IN-2BIN-4IN-5© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.02L2 DoorSchedules &Types1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16DOOR SCHEDULE - L2MARK DOOR TYPE PANEL TYPE OPERATION HARDWARE HEIGHT WIDTHAREANFRCSAFETYGLAZINGFIRE RATINGU-VALUE DEFAULT UA200A IN-1A SWING 8'-0" 3'-0" 24 SF200B IN-1A SWING 8'-0" 3'-0" 24 SF200C IN-1A SWING 8'-0" 3'-0" 24 SF200D EX-2A DOUBLE SWING 7'-11 1/4" 6'-2 1/4" 49 SF200E EX-2A DOUBLE SWING 7'-11 1/4" 6'-8 1/4" 53 SF201A IN-1A SWING 8'-0" 3'-0" 24 SF202A IN-1A SWING 8'-0" 3'-0" 24 SF203A EX-1F SWING 8'-0" 3'-2" 25 SF20 Min.205A IN-1A SWING 8'-0" 3'-0" 24 SF205B IN-1A SWING 8'-0" 3'-0" 24 SF205C EX-1A SWING 7'-11 1/4" 3'-0" 24 SF206A IN-1A SWING 8'-0" 3'-0" 24 SF206B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF207A IN-1A SWING 8'-0" 3'-0" 24 SF208A IN-1A SWING 8'-0" 3'-0" 24 SF209A IN-1A SWING 8'-0" 3'-0" 24 SF209B IN-1A SWING 8'-0" 3'-0" 24 SF210A IN-1A SWING 8'-0" 3'-0" 24 SF211A IN-1A SWING 8'-0" 3'-0" 24 SF212A IN-1A SWING 8'-0" 3'-0" 24 SF213A IN-1A SWING 8'-0" 3'-0" 24 SF214A IN-1A SWING 8'-0" 3'-0 1/2" 24 SF215A IN-1A SWING 8'-0" 3'-0" 24 SF216A IN-1A SWING 8'-0" 3'-0" 24 SF218A IN-1A SWING 8'-0" 3'-0" 24 SF219A IN-1A SWING 8'-0" 3'-0" 24 SF219B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF220A IN-1A SWING 8'-0" 3'-0" 24 SF220B IN-1A SWING 8'-0" 3'-0" 24 SF221A IN-1A SWING 8'-0" 3'-0" 24 SF221B IN-1A SWING 8'-0" 3'-0" 24 SF222A IN-1A SWING 8'-0" 3'-0" 24 SF223A IN-1A SWING 8'-0" 3'-0" 24 SF224A EX-1A SWING 7'-11 1/4" 3'-0" 24 SF224B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF225A IN-1A SWING 7'-11" 3'-0" 24 SF225B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF226A IN-2A DOUBLE SWING 8'-0" 6'-0" 48 SF226B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF227A IN-1A SWING 8'-0" 3'-0" 24 SF227B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF228A IN-1A SWING 8'-0" 3'-0" 24 SF228B IN-1A SWING 8'-0" 3'-0" 24 SF230A IN-1A SWING 8'-0" 3'-0" 24 SF230B IN-1A SWING 8'-0" 3'-0" 24 SF231A IN-1A SWING 8'-0" 3'-0" 24 SF231B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF232A IN-1A SWING 8'-0" 3'-0" 24 SF232B IN-1A SWING 8'-0" 3'-0" 24 SF232C IN-1A SWING 8'-0" 2'-11 7/8" 24 SF232D IN-2A DOUBLE SWING 8'-0" 3'-0" 24 SF232E EX-4 GARAGEOVERHEAD12'-0" 12'-0" 144 SF233A IN-1A SWING 8'-0" 3'-0" 24 SF233B EX-1A SWING 7'-11 1/4" 3'-0" 24 SF234A EX-2B DOUBLE SWING 7'-0" 6'-0" 42 SF235A IN-1A SWING 8'-0" 3'-0" 24 SF236A EX-1F SWING 8'-0" 3'-0" 24 SF20 Min.240A EX-1B SWING 8'-0" 3'-0" 24 SF: 581,608 SF0DOOR TYPESDOOR TYPE COUNT KEYNOTE MANUFACTURER MODEL OPERATIONNFRCNOTESFINISH(EXTERIOR/INTERIOR)DIRECTORY # U-VALUEExteriorEX-1A 13 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-1B 9 08 11 13.2.1.A CURRIES 707 SERIES SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-1F 9 08 11 13.2.1.B CURRIES 707 SERIES 20 MIN SWINGADD ON: TC-K STEEL TOP CAP SCREW APPLIED & FILLEDEDGE: S - SEAM ON EDGEFACE TYPE: F – FLUSHGAUGE: 18 GAUGESTEEL TYPE: A60 GALVANNEALEX-2A 4 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWING3-1/2” VERTICAL STILES AND TOP RAIL, 10” BOTTOM RAIL FOR ADACOMPLIANCECLEAR ANODIZEDALUMINUMEX-2B 7 08 11 13.2.1.A CURRIES 707 SERIES DOUBLE SWINGEX-4 7 08 33 27 NORTHWESTDOORS800 SERIES GARAGEOVERHEADCD01MATCH CURTAINWALLEX-5 2 08 33 23 CORNELL ESD10 OVERHEAD -ROLLING07 42 13.2.1.E CompositeMetal PanelInteriorIN-1A 78 08 13 16.2.1.A KAWNEER 350 MEDIUM STILE SWINGIN-1B 1 08 14 16.2.1.A LYNDEN DOORS LD2000 PC-5 SWINGIN-2A 6 08 13 16.2.1.A KAWNEER PAIR 350 MEDIUMSTILE DOOR FRONTSET B.R. 6 1/2"DOUBLE SWINGIN-4 1 08 34 73 MODERNFOLD ACOUSTI-SEAL-933EFOLDING SYSTEMIN-5 1 08 33 00 OVERHEAD DOORCORPORATION670 OVERHEADROLLING GRILLE138A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION GENERAL WINDOW / DOOR GLAZING NOTES:WINDOWS / SKYLIGHTS / GLAZED DOORS FINAL WINDOW/DOOR SELECTIONS SHALL BE APPROVED BY THE ARCHITECT/OWNER. ALL EXTERIOR WINDOWS SHALL MEET U-VALUES REQUIRED BY THE SPECIFIED ENERGY CODE, CLIMATE ZONE 4C. WINDOW MANUFACTURER TO PROVIDE NAILING FINS.1. VERIFY MAXIMUM WINDOW PANEL SIZES WITH WINDOW MANUFACTURER FOR WINDOWS GANGED TOGETHER AS ONE UNIT. VERIFY MANUFACTURER'S RECOMMENDED VERTICAL AND HORIZONTAL STRUCTURAL SUPPORT AT EACH WINDOW UNIT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION, AND SHALL SUPPLY & INSTALL REQUIRED STRUCTURAL SUPPORT AT WINDOW UNITS AS REQUIRED BY THE UNIT MANUFACTURERS.2. WINDOW MANUFACTURER SHALL PROVIDE WINDOW HARDWARE ON OPERABLE UNITS CAPABLE OF ALLOWING THE OPENING AND HOLDING OF THE SASH UNIT. COORDINATE THE PROVISION OF HEAVY DUTY HINGES AND STAYS ON LARGE WINDOW UNITS WITH THE WINDOW MANUFACTUER.3. ALL OPERABLE WINDOW UNITS ARE TO HAVE MANUF. STANDARD HARDWARE ALLOWING THE OPERATION OF THE WINDOW UNIT. CASEMENTS & AWNINGS SHALL USE STANDARD CRANK OUT HARDWARE. WINDOW HARDWARE "TBD".4. THE WINDOW MANUFACTUER IS RESPONSIBLE FOR PROVIDING TEST DATA AND UNIT SIGNAGE INDICATING THE COMPLIANCE WITH THE REQUIRED U VALUE IN CONFORMANCE WITH THE SPECIFIED ENERGY CODE, CLIMATE ZONE 4C. ALL UNITS SHALL MEET U-VALUES AS INDICATED IN THESE CONSTRUCTION DOCUMENTS.5. OPENING CONTROL DEVICES SPECIFIED ON INDIVIDUAL UNITS IN SCHEDULES ABOVE. GENERAL CONTRACTOR & WINDOW/DOOR SUPPLIER SHALL COORDINATE & VERIFY OPENING REQUIREMENTS, WINDOWS LOCATED LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES ABOVE FINISHED GRADE TO HAVE OPENING CONTROL DEVICES THAT COMPLY WITH THE SPECIFIED CODEGLAZING TYPE NOTES: WINDOWS / GLAZED DOORS1. GLAZING TYPESTYPE GL. 1: EXTERIOR GLAZING: SEALED DOUBLE GLAZED (INSULATING) UNIT WITH MAXIMUM U-VALUE OF 0.30 PER THE SPECIFIED ENERGY CODE.TYPE GL. 2: OBSCURED EXTERIOR GLAZING: SEALED DOUBLE GLAZED (INSULATING) UNIT WITH MAXIMUM U-VALUE OF 0.30 PER THE SPECIFIED ENERGY CODE.TYPE GL. 3: INTERIOR GLAZING: SINGLE PANE, TEMPERED GLASS.TYPE GL. 4: INTERIOR GLAZING: SINGLE PANE, OBSCURED, TEMPERED GLASS.TYPE GL. 5: OBSCURED EXTERIOR GLAZING, FULLY-LAMINATED (MINIMUM 0.03" THICK INTERLAYER), LOW-E INSULATED GLAZING PANELS2. SAFETY GLAZING (S.G.) SPECIFIED FOR INDIVIDUAL UNITS IN SCHEDULES ABOVE. GENERAL CONTRACTOR & WINDOW/DOOR SUPPLIER SHALL COORDINATE & VERIFY SAFETY GLAZING REQUIREMENTS FOR EACH UNIT. PROVIDE TEMPERED GLAZING IN ALL UNITS IN HAZARDOUS LOCATIONS AS REQUIRED BY THE THE SPECIFIED BUILDING CODE AS FOLLOWS:1.) GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2.) GLAZING IN FIXED & SLIDING PANELS OF SLIDING DOOR ASSEMBLIES & PANELS IN SLIDING & BIFOLD CLOSET DOOR ASSEMBLIES.3.) GLAZING IN STORM DOORS. 4.) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5.) GLAZING IN DOORS & ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SERVICE. 6.) GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 7.) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 & 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. 7.2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. 7.3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. 7.4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. 8.) ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN-FILL PANELS. 9.) GLAZING IN WALLS AND FENCES ENCLOSING INDOOR & OUTDOOR SWIMMING POOLS, HOT TUBS & SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10.) GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11.) GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD.BUILDING CODE INFORMATION:JURISDICTION:CITY OF RENTONAPPLICABLE CODES:ZONING CODE: RENTON MUNICIPAL CODE (TITLE IV)BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODEENERGY CODE: 2015 WASHINGTON STATE ENERGY CODECODE INFORMATION:CONSTRUCTION TYPE: TYPE IV (HEAVY TIMBER)OCCUPANCY: BUSINESS GROUP BUSES: EDUCATION (OVER 12TH GRADE), TRAINING AND SKILL DEVELOPMENT, ADMINISTRATIVE OFFICES.ZONING CODE INFORMATION:ZONES: CA (COMMERCIAL ARTERIAL), - LOTS 1-8, 12-16R-8 (RESIDENTIAL - 8 DU/AC), - LOTS 9,10,11LOT COVERAGE (MAX.): 65%HEIGHT LIMIT: 50'-0" ABOVE AVERAGE GRADEYARD REQUIREMENTS: FRONT: 20 ftSIDE: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)REAR: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)ENVIRONMENTAL INFORMATION:CRITICAL AREAS: AQUIFER PROTECTION ZONE© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.10WindowSchedule &Types1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16EXTERIOR CURTAIN WALL SCHEDULEMARK TYPE MARKMANUFACTURERMODEL LENGTH HEIGHT AREAExteriorW-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 31'-9 3/4" 6'-8 1/2" 213 SFC100A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 29'-5 3/8" 11'-10 1/8" 349 SFC100B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 22'-2 3/4" 14'-0" 311 SFC101A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 34'-8 1/4" 24'-9 1/4" 859 SFC101B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 18'-3 3/4" 24'-9 1/4" 454 SFC102A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 30'-9" 24'-9 1/4" 762 SFC104A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 8'-0" 64 SFC104B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 8'-0" 64 SFC104C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 8'-0" 64 SFC118A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 12'-9 1/4" 179 SFC123A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 13'-9 1/4" 193 SFC123B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 25'-9 1/4" 361 SFC135A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 13'-9 1/4" 193 SFC135B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 25'-9 1/4" 361 SFC137A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 13'-1" 25'-9 1/4" 337 SFC137B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 10'-0" 25'-9 1/4" 258 SFC137C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 14'-0" 112 SFC137D W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 13'-3 1/2" 9'-5 1/4" 125 SFC138A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 13'-9 1/4" 193 SFC148A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 14'-0" 13'-9 1/4" 193 SFC152A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 14'-0" 112 SFC152B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 10'-0" 25'-9 1/4" 258 SFC152C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 13'-10 1/8" 25'-9 1/4" 357 SFC152D W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 13'-3 1/2" 9'-5 1/4" 125 SFC200A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 31'-9 3/4" 10'-4 3/4" 331 SFC200B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 29'-0 3/4" 12'-9 1/4" 371 SFC200C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 3'-10 1/4" 10'-4 3/4" 40 SFC200D W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 3'-10 1/4" 10'-4 3/4" 40 SFC200E W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 3'-11 7/8" 7'-0" 28 SFC200F W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 29'-11" 13'-10 3/4" 416 SFC201A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC201B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC201C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC202A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 8'-0" 5'-0" 40 SFC202B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC204A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-4 1/8" 5'-0" 27 SFC205A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 20'-4 1/4" 2'-0" 41 SFC205B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 9'-0" 14'-7" 131 SFC206A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 6'-0" 14'-7" 88 SFC206B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC213A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 12'-0" 14'-7" 175 SFC213B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 12'-0" 14'-7" 175 SFC219A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 9'-0" 14'-7" 131 SFC224A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 24'-0" 14'-7" 350 SFC224B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 20'-0" 14'-7" 292 SFC225A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 12'-3 3/8" 13'-6 7/8" 167 SFC227A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC227B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 9'-0" 13'-10 3/4" 125 SFC231A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 12'-3 3/8" 13'-6 7/8" 167 SFC233A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 9'-0" 13'-10 3/4" 125 SFC233B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC235A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC235B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 5'-0" 5'-0" 25 SFC300B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 29'-10 1/4" 6'-8 1/2" 200 SFC300C W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 31'-9 3/4" 6'-8 1/2" 213 SFC300D W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 29'-10 1/4" 6'-8 1/2" 200 SFC300E W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 30'-6" 6'-8 1/2" 205 SFC300F W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 40'-3 1/8" 6'-8 1/2" 270 SFC300G W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 30'-6" 6'-8 1/2" 205 SFC300H W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 30'-6" 6'-8 1/2" 205 SFC300I W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 33'-9 3/8" 6'-8 1/2" 227 SFC300J W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2" 30'-6" 6'-8 1/2" 205 SFC-109A W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2"14'-0" 12'-9 1/4" 179 SFC-109B W-1 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2"14'-0" 24'-9 1/4" 347 SFWINDOW TYPE SCHEDULETYPE MARK KEYNOTE MANUFACTURER MODELFINISH - INTERIOR /EXTERIORNFRCSTC RATING NOTESU-VALUE DIRECTORY #ExteriorW-1 08 44 00 Kawneer 1600 Wall System® 2 -1/2" x 7-1/2"2-1/2" X 7-1/2" OUTSIDE GLAZED WITH ALUMINUMPRESSURE PLATE SYSTEM; VERTICAL MULLION171216-B (1” GLASS (1/8 POINT LOADING)) 1" GLAZING:CARDINAL DOUBLE-PANE LOE-272 (#2) / LOE-I89 (#4),ARGON FILLInteriorW-2 08 43 00.2.1.A Kawneer VG-451T CLEAR ANODIZEDALUMINUM37 DOUBLE PANE, THERMAL/ACOUSTICALW-3 08 43 00.2.1.B Kawneer VG-450 CLEAR ANODIZEDALUMINUMSINGLE PANE, CENTERED GLAZINGINTERIOR STOREFRONT SCHEDULEMARK TYPE MARKMANUFACTURERMODEL LENGTH HEIGHT AREAW129B W-3 Kawneer VG-450 10'-2 1/4" 11'-0" 112 SFW131A W-3 Kawneer VG-450 6'-0" 11'-0" 66 SFW131B W-3 Kawneer VG-450 10'-0" 11'-0" 110 SFW132A W-3 Kawneer VG-450 4'-0 5/8" 10'-0" 41 SFW132B W-3 Kawneer VG-450 10'-7" 10'-0" 106 SFW133A W-3 Kawneer VG-450 4'-5 3/8" 11'-0" 49 SFW137A W-3 Kawneer VG-450 5'-0" 9'-0" 45 SFW140A W-3 Kawneer VG-450 4'-5 1/8" 11'-0" 49 SFW140B W-3 Kawneer VG-450 10'-2 1/4" 11'-0" 112 SFW144A W-3 Kawneer VG-450 6'-0" 11'-0" 66 SFW144B W-3 Kawneer VG-450 10'-0" 11'-0" 110 SFW146A W-3 Kawneer VG-450 4'-6" 11'-0" 50 SFW152A W-3 Kawneer VG-450 5'-0" 9'-0" 45 SFW200A W-3 Kawneer VG-450 5'-0" 10'-0" 50 SFW200B W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW200C W-3 Kawneer VG-450 4'-6" 9'-9 3/4" 44 SFW200D W-3 Kawneer VG-450 9'-11 1/8" 10'-0" 99 SFW202B W-3 Kawneer VG-450 13'-11 1/4" 9'-5 3/4" 132 SFW205A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW206A W-3 Kawneer VG-450 5'-0" 10'-0" 50 SFW207A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW207B W-3 Kawneer VG-450 5'-0" 10'-0" 50 SFW207C W-3 Kawneer VG-450 7'-6" 10'-0" 75 SFW209A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW211A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW212A W-3 Kawneer VG-450 4'-9 1/2" 10'-0" 48 SFW212B W-3 Kawneer VG-450 9'-7" 6'-6" 62 SFW212C W-3 Kawneer VG-450 10'-0" 6'-6" 65 SFW213A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW213B W-3 Kawneer VG-450 8'-5" 8'-0" 67 SFW214A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW214B W-3 Kawneer VG-450 5'-2 5/8" 6'-1 3/4" 32 SFW214C W-3 Kawneer VG-450 5'-0" 10'-0" 50 SFW214D W-3 Kawneer VG-450 7'-6" 10'-0" 75 SFW215A W-3 Kawneer VG-450 5'-0" 10'-0" 50 SFW215B W-3 Kawneer VG-450 8'-0" 6'-6" 52 SFW218A W-3 Kawneer VG-450 4'-11 1/4" 10'-0" 49 SFW218B W-3 Kawneer VG-450 6'-0" 6'-6" 39 SFW219A W-3 Kawneer VG-450 12'-0" 10'-0" 120 SFW222A W-3 Kawneer VG-450 4'-10 5/8" 10'-0" 49 SFW222B W-3 Kawneer VG-450 6'-0" 6'-6" 39 SFW226A W-3 Kawneer VG-450 12'-0" 10'-0" 120 SFW228A W-3 Kawneer VG-450 6'-0" 10'-0" 60 SFW228B W-3 Kawneer VG-450 6'-0" 10'-0" 60 SFW235A W-3 Kawneer VG-450 12'-0" 10'-0" 120 SFINTERIOR STOREFRONT SCHEDULEMARK TYPE MARKMANUFACTURERMODEL LENGTH HEIGHT AREAInteriorW105B W-2 Kawneer VG-451T 11'-7" 10'-0" 116 SFW109B W-2 Kawneer VG-451T 10'-0" 10'-0" 100 SFW114D W-2 Kawneer VG-451T 6'-10 1/4" 10'-0" 68 SFW118A W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW118B W-2 Kawneer VG-451T 10'-0" 10'-0" 100 SFW119A W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW123A W-2 Kawneer VG-451T 14'-1 3/4" 11'-0" 156 SFW123B W-2 Kawneer VG-451T 12'-10" 10'-0" 128 SFW131C W-2 Kawneer VG-451T 8'-6 3/8" 11'-0" 94 SFW133B W-2 Kawneer VG-451T 12'-0" 11'-0" 132 SFW135A W-2 Kawneer VG-451T 10'-2 3/4" 11'-0" 113 SFW135B W-2 Kawneer VG-451T 4'-5 3/8" 11'-0" 49 SFW135C W-2 Kawneer VG-451T 2'-5 1/2" 11'-0" 27 SFW138A W-2 Kawneer VG-451T 14'-1 3/8" 11'-0" 155 SFW138B W-2 Kawneer VG-451T 12'-10 3/8" 10'-0" 129 SFW146B W-2 Kawneer VG-451T 12'-0" 11'-0" 132 SFW148A W-2 Kawneer VG-451T 10'-2 3/4" 11'-0" 113 SFW148B W-2 Kawneer VG-451T 4'-5 1/8" 11'-0" 49 SFW148C W-2 Kawneer VG-451T 2'-5 1/2" 11'-0" 27 SFW201A W-2 Kawneer VG-451T 15'-0 3/4" 10'-0" 151 SFW202A W-2 Kawneer VG-451T 4'-6" 10'-0" 45 SFW204A W-2 Kawneer VG-451T 6'-10 1/2" 10'-0" 69 SFW204B W-2 Kawneer VG-451T 10'-8 1/2" 10'-0" 107 SFW205B W-2 Kawneer VG-451T 4'-6" 10'-0" 45 SFW225A W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW231A W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW232A W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW232B W-2 Kawneer VG-451T 12'-0" 10'-0" 120 SFW232C W-2 Kawneer VG-451T 11'-11 7/8" 10'-0" 120 SFW232D W-2 Kawneer VG-451T 9'-5 7/8" 10'-7 1/8" 101 SFW232E W-2 Kawneer VG-451T 10'-10 1/8" 10'-8 1/4" 116 SFW017B W-3 Kawneer VG-450 12'-0 1/4" 10'-0" 120 SFW018D W-3 Kawneer VG-450 3'-0" 6'-0" 18 SFW101A W-3 Kawneer VG-450 14'-6 1/4" 6'-0" 87 SFW101B W-3 Kawneer VG-450 14'-1 1/4" 6'-0" 85 SFW101C W-3 Kawneer VG-450 13'-10 3/8" 10'-0" 139 SFW101D W-3 Kawneer VG-450 18'-6 1/4" 10'-0" 185 SFW102A W-3 Kawneer VG-450 11'-2 1/2" 12'-0" 135 SFW102B W-3 Kawneer VG-450 6'-10 1/2" 12'-0" 83 SFW102C W-3 Kawneer VG-450 3'-9 3/4" 10'-0" 38 SFW102D W-3 Kawneer VG-450 6'-1 3/8" 10'-0" 61 SFW104A W-3 Kawneer VG-450 4'-11 7/8" 10'-0" 50 SFW104B W-3 Kawneer VG-450 8'-10 1/4" 10'-0" 89 SFW104C W-3 Kawneer VG-450 8'-10 1/4" 10'-0" 89 SFW104D W-3 Kawneer VG-450 8'-10 1/4" 10'-0" 89 SFW104E W-3 Kawneer VG-450 8'-10 1/4" 10'-0" 89 SFW105A W-3 Kawneer VG-450 4'-6" 10'-0" 45 SFW106A W-3 Kawneer VG-450 5'-9 3/4" 10'-0" 58 SFW106B W-3 Kawneer VG-450 9'-2 3/4" 10'-0" 92 SFW107A W-3 Kawneer VG-450 6'-0 3/4" 10'-0" 61 SFW107C W-3 Kawneer VG-450 10'-0" 10'-0" 100 SFW108A W-3 Kawneer VG-450 4'-0" 10'-0" 40 SFW108B W-3 Kawneer VG-450 4'-0" 10'-0" 40 SFW108C W-3 Kawneer VG-450 3'-0" 6'-0" 18 SFW113A W-3 Kawneer VG-450 4'-4 1/2" 10'-0" 44 SFW113B W-3 Kawneer VG-450 10'-6 1/4" 10'-0" 105 SFW114A W-3 Kawneer VG-450 6'-0 3/4" 10'-0" 61 SFW114B W-3 Kawneer VG-450 12'-0 1/4" 10'-0" 120 SFW114C W-3 Kawneer VG-450 10'-0" 10'-0" 100 SFW121A W-3 Kawneer VG-450 4'-0 5/8" 10'-0" 41 SFW121B W-3 Kawneer VG-450 10'-7" 10'-0" 106 SFW122A W-3 Kawneer VG-450 4'-4 1/2" 10'-0" 44 SFW122B W-3 Kawneer VG-450 10'-6 1/4" 10'-0" 105 SFW129A W-3 Kawneer VG-450 4'-5 1/8" 11'-0" 49 SFA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION © 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.20MaterialSchedule1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16MATERIAL SCHEDULEKEYNOTE MATERIAL MANUFACTURER / MODELFINISH SIZE NOTES03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE PER STRUCTURALSURE KLEAN BLOK-GUARD& GRAFFITTI CONTROL IIBOARDFORMED CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS PER STRUCTURALSURE KLEAN BLOK-GUARD& GRAFFITTI CONTROL II8X8X1605 METALS05 12 00 STRUCTURAL STEEL (INTERIOR) PER STRUCTURAL.PERMALAC EF CLEARMATTE COATINGSTEEL, MILL FINISH05 31 23 METAL DECKING PER STRUCTURALSTEEL, MILL FINISH05 77 00 SUNSHADING DEVICE KAWNEER / VERSOLEIL ATTACHMENT BRACKETS W/ MCNICHOLSPRESS-LOCKED RECT. BAR GRATING (GCM-1-100)STANDARD COLOR - TBD06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING EXISTING 6X CEDAR DECKING. SAND AS NECESSARY AND SEAL CLEAR MATTE SEALER 6X T&G DECKING06 17 19 CROSS LAMINATED TIMBER PER STRUCTURALSTAIN (COLOR TBD) PER STRUCTURAL06 18 13 GLUE-LAMINATED BEAMS PER STRUCTURALCLEAR MATTE SEALER PER STRUCTURAL07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING TAYLOR METAL / SHADOW LINE (24 GA./ 1-1/2" DEPTH/ 15" COVERAGE/ 2"REVEALS "V-GROOVE"/ 30 YEAR WARRANTY)STANDARD COLOR - TBD 12" LAYOUT PER ELEV.07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING TAYLOR METAL / CLASSIC 7/8" CORRUGATED (26 GA.STEEL/ ARMOR-TECHFINISH)STANDARD COLOR - TBD 7/8" VERTICAL LAYOUTPER ELEV.07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDINGTAYLOR METAL / CLASSIC 7/8" CORRUGATED PERFORATED (.032" ALUMINUM/ARMOR-TECH FINISH/ 50% OPEN)STANDARD COLOR - TBD 7/8" VERTICAL LAYOUTPER ELEV.07 42 13.2.1.D CORTEN PLATE STEEL CORTEN WEATHERED STEEL PLATE (ASTM A588) NO FINISH (WEATHEREDSTEEL)3/16" PLATE07 52 16 SBS ROOFING SOPRALENE FLAM 180 INTERPLY + SOPRALENE FLAM 180 FRGR COLOR: GREY07 62 00.2.1.A PREFINISHED BREAK METAL SIDING 20 GAUGE PREFINISHED GALVANIZED BREAK METAL SIDING COLOR TO MATCH SIDING BREAK METAL INTO C-CHANNEL SHAPE07 76 16 ROOF DECK PAVERS ABBOTSFORD PRECAST HYDRAPRESSED PAVERS OVER BLACKJACKPEDESTALSTEXADA NATURAL 2" PAVERS09 FINISHES09 21 00.2.2 5/8" GYPSUM WALL BOARD CERTAIN-TEED PRO-ROCLEVEL 4 TYPICAL 5/8" THICK "TYPE X" WHERE REQUIRED09 51 00 2' X 2' ACOUSTIC CEILING ARMSTRONG / AXIOM CLASSIC2" EDGE TRIM/ SUPRAFINEXL SUSPENSION SYSTEM24" X 24"09 77 53.2.1.A VEGETATED WALL (BRACKETS) YUMORE "L" BRACKET, TYPE A - 10"STAINLESS STEEL BRACKETS AT TOP AND BOTTOM PERELEVATIONS09 77 53.2.1.B VEGETATED WALL (CABLES) EVERBILT 1/8" CABLE (OR EQ.), W/ SWAGED STAINLESS STEEL CABLE ENDFITTINGS (TOP & BOTTOM)STAINLESS STEEL32 EXTERIOR IMPROVEMENTS32 12 16 ASPHALTIC PAVING ASPHALTIC PAVINGPER CIVIL32 13 13 CONCRETE PAVING BROOM FINISH CONCRETEPER CIVIL32 13 16 PATTERNED CONCRETE PAVING PATTERNED CONCRETEPER CIVIL32 14 16 EXTERIOR BRICK PAVER PACIFIC CLAY, MODULAR PAVERDARK IRON SPOT(WIRE-CUT)MODULAR PAVER(3-5/8"X2-1/4"X7-5/8")STACK BOND, BLACK MORTAR, STACKED ONEDGE, LAYOUT PER PLAN32 15 40 DECOMPOSED GRANITE GROUNDCOVERCOLOR: TBD 1/4" MINUS32 33 43.13 WOOD EXTERIOR SITE BENCH WESTERN RED CEDARSTAIN/ SEAL TBD32 39 13 BOLLARD 24 GAUGE PREFINISHED GALVANIZED FLASHING COLOR TO MATCH SIDING32 94 33 STEEL PLANTER NICE PLANTERS, GLAVANNEALED STEELPOWDERCOATED (COLOR:GLOSSY RED)32 94 43 CORTEN TREE GRATING STREETLIFE TREE GRILLES CORTEN ROUND "RIPPLE" UNFINISHED (CORTENSTEEL)A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION © 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA6.40Appliance &EquipmentSchedule1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16EQUIPMENT SCHEDULEKEYNOTE COUNT DESCRIPTION MANUFACTURER MODEL NOTES05 METALS05 51 33.2.2.A 1 15'-8" EXTERIOR ROOF ACCESS LADDER FS INDUSTRIES FIXED STEEL LADDERS W/ WALK-THRU RAIL05 51 33.2.2.B 2 7'-8" EXTERIOR ROOF ACCESS LADDER FS INDUSTRIES FIXED STEEL LADDERS W/ WALK-THRU RAIL10 SPECIALTIES10 42 00 1 TOWER GANTRY FALL PROCTECTIONTRAININGDESIGN / BUILD10 56 29.16 21 PALLET STORAGE RACKERS RELIABLE STORAGESYSTEMSSELECTIVE PALLETRACKING14 CONVEYING EQUIPMENT14 24 13 1 ELEVATOR OTIS SERVICE 5000 HYDROFIT MACHINE-ROOMLESSHYDRAULIC 2-STAGE ELEVATOR33 UTILITIES33 05 63.2.1.A 1 TRAINING UTILITY VAULT OLD CASTLEINFRASTRUCTURE6' X 9' UTILITY VAULTA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION DN SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC1SC1SC1SC1SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC1SC1SC1SC1SC2A B C E F H I J D G 1 2 3 4 5 6 7 8 9 10 11 FB FB FB FB FB FB FB FB FB FB FB FB FB FB FB BF BF BF BF 18" x 12" GRADE BEAM W/ (2) #4 TOP & BOT. ( typ.) S501 1 S501 2 S501 4 S501 5 S5017BF(E) 8" CMU EXT. WALL (E) CMU PILASTER (E) CONC. FTG. (E) CONC. FTG. FB NEW 24" wd x 10" dp CONT. CONC. FTG. W/ (3) #4 BOT. FA FA NEW 24" wd x 10" dp CONT. CONC. FTG. W/ (3) #4 BOT. Footing Schedule A Mark Size Reinf B 8'-0" x 8'-0" x 12"dp (8) #5 EA WAY BOT. C 9'-0" x 9'-0" x 15"dp 10'-0" x 10'-0" x 18"dp (9) #5 EA WAY BOT. (10) #6 EA WAY BOT. Steel Column Schedule SC1 Mark Size SC2 HSS 5x5x 1/4 HSS 8x8x 1/4 RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S201a - 09-16-2019 Renton Land Use Permit Level 1 Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Level 1 - North DN SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC1SC2SC2SC1SC2SC1SC2SC1SC1SC1SC2SC2SC2SC2SC2SC2SC2SC2SC2SC2SC1SC2SC2SC1SC2SC1SC2SC1SC1SC1A C E F H I J D G 9 10 11 12 13 14 15 16 17 18 19 20 21 FB FB FB BF BF FC FC FC FC FC FC FA FA FA FA BFBF BFBF 18" x 12" GRADE BEAM W/ (2) #4 TOP & BOT. ( typ.)S5018S501 6 S501 3 S5019NEW 18" wd x 10" dp CONT. CONC. FTG. W/ (2) #4 BOT. (E) 8" CMU WALL (E) CMU PILASTER (E) CONC. SPREAD FTG (E) CONC. CONT. FTG PROVIDE #4x2'-6" DOWEL TO MATCH FTG. REINF. EMBED 6" INTO (E) CONC. W/ EPOXY GROUT TYP. AT INTERSECTION OF (N) TO (E) CONC. FTG. FB FB FA FA NEW 24" wd x 10" dp CONT. CONC. FTG. W/ (3) #4 BOT. NEW 24" wd x 10" dp CONT. CONC. FTG. W/ (3) #4 BOT. Footing Schedule A Mark Size Reinf B 8'-0" x 8'-0" x 12"dp (8) #5 EA WAY BOT. C 9'-0" x 9'-0" x 15"dp 10'-0" x 10'-0" x 18"dp (9) #5 EA WAY BOT. (10) #6 EA WAY BOT. Steel Column Schedule SC1 Mark Size SC2 HSS 5x5x 1/4 HSS 8x8x 1/4 RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S201b - 09-16-2019 Renton Land Use Permit Level 1 Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Level 1 - South SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1A B C E F H I J D G 1 2 3 4 5 6 7 8 9 10 11 (E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60(E) GL 12x60S501 1 S501 2 S501 4 S501 5 S5017BF BF BF BFBFLIGHT GA. PLYWOOD SHEARWALLS BELOW LIGHT GA. PLYWOOD SHEARWALLS BELOW GL 5-1/8x12 GL 5-1/8x12 C12X20.7 C12X20.7 C12X20.7C12X20.7C12X20.7(E) 6x T&G. DECKING W12X40 W30X116W12X40 W12X40 W12X40 SL2SL2 SL2 SL2 SL1 SL1 SL2 SL3C12X20.7C12X20.7 C12X20.7C12X20.7C12X20.7GL 5-1/8x12 GL 5-1/8x12 GL 6-3/4x245.125x15 5.125x15 5.125x155.125x155.125x15C12X20.7C12X20.7Steel Column Schedule SC1 Mark Size SC2 HSS 5x5x 1/4 HSS 8x8x 1/4 INDICATES AREA OF 3" NW CONCRETE TOPPING SLAB RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S202a - 09-16-2019 Renton Land Use Permit Level 2 Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Level 2 - North SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1SC1A B C E F H I J D G 10 11 12 13 14 15 16 17 18 19 20 21 (E) GL 12x60(E) GL 12x60 (E) GL 12x60 (E) GL 12x60 (E) GL 12x60 (E) GL 12x60 (E) GL 12x60S5018 S501 6 S501 3BF BFBF PROVIDE NEW 1/2" CDX PLYWOOD OVER (E) 6x T&G DECKING NAIL W/ 8d @ 4" oc. EDGES AND 8d @ 12" FIELD GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 6-3/4x12 GL 6-3/4x12 GL 6-3/4x12C12X20.7GL 6-3/4x12GL 6-3/4x12 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 GL 10-3/4x33 5" MAX CLT DECK (6-7/8" total) typ. BF S5019HGUS GL 6-3/4x33GL 6-3/4x33GL 6-3/4x33C12X20.7C12X20.7 C12X20.7C12X20.7 W30X148W30X148HGUS C12X20.7C12X20.7 C12X20.7 C12X20.7W12X40 W12X40 W24X84W30X116SL2 (E) CMU WALL BELOW TYP. U.N.O SL2SL3 SL1INFILL (E) CMU OPNG BELOW PER DETAIL TYP. SL2 SL1 SL1 GL 6-3/4x12GL 6-3/4x12GL 6-3/4x12GL 6-3/4x13-1/2GL 6-3/4x13-1/2D.S.D.S.D.S.GL 6-3/4x12 GL 6-3/4x12 GL 6-3/4x12D.S. D.S. D.S.SL1 SL1SL3C12X20.7 C12X20.7C12X20.7C12X20.7GL 6-3/4x24GL 6-3/4x24C12X20.7 C12X20.7C12X20.7C12X20.7GL 5-1/8x12 GL 5-1/8x12 GL 6-3/4x24GL 6-3/4x24GL 6-3/4x12C12X20.7 C12X20.7 Steel Column Schedule SC1 Mark Size SC2 HSS 5x5x 1/4 HSS 8x8x 1/4 INDICATES AREA OF 3" NW CONCRETE TOPPING SLAB RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S202b - 09-16-2019 Renton Land Use Permit Level 2 Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Level 2 - South K.P.6x6K.P.6x6K.P.6x6K.P.6x6A B C E F H I J D G 1 2 3 4 5 6 7 8 9 10 11 S5017GL 6-3/4x24GL 6-3/4x24GL 6-3/4x24BFGL 6-3/4x30GL 6-3/4x30GL 6-3/4x30GL 6-3/4x30GL 6-3/4x16-1/2GL 6-3/4x16-1/2LLLGL 6-3/4x30GL 6-3/4x30GL 6-3/4x12 GL 6-3/4x30GL 6-3/4x30GL 6-3/4x24GL 6-3/4x12 LGL 6-3/4x12 LGL 6-3/4x12 L GL 6-3/4x12 HGL 6-3/4x12 HGL 6-3/4x12 H HIGH & LOW BEAMS AT ROOF TRANSITION GL 6-3/4x16-1/2 L4 ALT CLT DECK (5-1/2" total) typ. STL. COL BELOW, typ. GL 6-3/4x12 L GL 6-3/4x12 H GL 6-3/4x12 L GL 6-3/4x12 H LIGHT GA. PLYWOOD SHEARWALLS BELOW TYP. AT EXTEIOR GL 6-3/4x18 HGL 6-3/4x18 LGL 6-3/4x12GL 6-3/4x12 L GL 6-3/4x12 H GL 6-3/4x24 LW24X76GL 6-3/4x12GL 6-3/4x18 L1200S260-54 JOIST @ 16" oc. GL 6-3/4x16-1/2 HGL 6-3/4x16-1/2 HGL 6-3/4x16-1/2 HRN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S203a - 09-16-2019 Renton Land Use Permit Roof Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Roof - North K.P.6x6K.P.6x6K.P.6x6K.P.6x6A B C E F H I J D G 10 11 12 13 14 15 16 17 18 19 20 21 S5018GL 6-3/4x12 GL 6-3/4x30GL 6-3/4x24GL 6-3/4x12 L GL 6-3/4x12 H HIGH & LOW BEAMS AT ROOF TRANSITION 4 ALT CLT DECK (5-1/2" total) typ.GL 6-3/4x18 HGL 6-3/4x18 LGL 6-3/4x18 L GL 6-3/4x18 L GL 6-3/4x12 L GL 6-3/4x27GL 6-3/4x12GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x18 L GL 6-3/4x12 L GL 6-3/4x12 H GL 6-3/4x12 H GL 6-3/4x18 H GL 6-3/4x12 H GL 6-3/4x18 H GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 GL 6-3/4x24 L GL 6-3/4x24 L GL 6-3/4x24 GL 6-3/4x24 LIGHT GA. PLYWOOD SHEARWALLS BELOW TYP. AT EXTEIOR GL 6-3/4x27 GL 6-3/4x27 GL 6-3/4x27HIGH & LOW BEAMS AT ROOF TRANSITION BFBFGL 6-3/4x15 L HGL 6-3/4x18 HGL 6-3/4x18 GL 6-3/4x18 L GL 6-3/4x15GL 6-3/4x15GL 6-3/4x15S5019GL 6-3/4x18 H GL 6-3/4x12GL 6-3/4x24 LLIGHT GA PLYWOOD S.W. LIGHT GA PLYWOOD S.W. GL 6-3/4x18 H W18X40W24X76GL 6-3/4x18 GL 6-3/4x18GL 6-3/4x18D.S. D.S. D.S. GL 6-3/4x18GL 6-3/4x18 4 ALT CLT DECK (5-1/2" total) typ.GL 6-3/4x18 LGL 6-3/4x18 H GL 6-3/4x18 H GL 6-3/4x18 H GL 6-3/4x18GL 6-3/4x18D.S.D.S.RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S203b - 09-16-2019 Renton Land Use Permit Roof Framing Plan RHR RHR RDH DJN 1/8" = 1'-0" Roof - South TOS 1-111 42' -0" 34 W12X40 Pi p e 6S TDPipe6STDW10X68W10X68L2 TOS 1-11 64' -3 1/4" TOS 1-111 42' -0" 89 W12X40 Pi p e 6 STDPipe6STDW10X68W10X68L2 TOS 1-11 64' -3 1/4" TOS 1-111 42' -0" 3 4 W12X40 Pi p e 6 ST DPipe6STDW10X68W10X68L2 TOS 1-11 64' -3 1/4" TOS 1-111 42' -0" 8 9 W12X40 Pi p e 6 STDPipe6STDW10X68W10X68L2 TOS 1-11 64' -3 1/4" L2 TOS 11-21 64' -0" 1314 W12X40 Pi p e 6 ST DPipe6STDW10X68W10X68TOS 11-21 43' -0" L2 TOS 11-21 64' -0" 14 W12X40 Pi p e 6 ST DPipe6STDW10X68W10X68__/S5.02 __/S5.02 __/S5.02 TOS 11-21 43' -0" TOS 1-111 42' -0" CEFHDG Roof 84' -6 1/2"W24X76 W30X116 P i p e 6 ST DPipe6STDPipe5STDPi p e 5 ST DW14X68W14X68L2 TOS 1-11 64' -3 1/4" CEFDG L2 TOS 11-21 64' -0" Roof 84' -6 1/2"W24X76 W30X116 Pipe6STDPi p e 6 ST DPi p e 5 ST DPipe5STDW14X68W14X68TOS 11-21 43' -0" EF DG L2 TOS 11-21 64' -0" Roof 84' -6 1/2"W18X40 W24X84Pi p e 5 STDPipe5STDPi p e 6 ST DPipe6STDW12X50W12X50__/S5.02 __/S5.02 __/S5.02 TOS 11-21 43' -0"RN R I MANYAH .HCE R42141 PRE E NGLAONSSEI INOFENOTGN I AWFSH TESATO EG INERE NAL TRUC URSTp: 206.443.6212 ssfengineers.com 2124 Third Avenue - Suite 100 - Seattle, WA 98121 Copyright 2017 Swenson Say Fagét - All Rights Reserved p: 253.284.9470 ssfengineers.com 934 Broadway - Tacoma, WA 98402 DRAWN: DESIGN: APPROVED: CHECKED: NO: OF SHEETS: SHEET NO: PROJECT NO: DATE: SCALE: SHEET TITLE: RENTON, WA CITC RENTON ISSUE: ARCHITECT: PROJECT TITLE: REVISIONS: 206.933.1257PH Seattle, WA 98116 4525 4218 SW Alaska St. RHODES ARCHITECTURE DPD: 1/8" = 1'-0" S501 - 09-16-2019 Renton Land Use Permit Brace Frame Elevations RHR RHR RDH DJN 1/8" = 1'-0" Elevation Grid A-1 1 1/8" = 1'-0" Elevation Grid A-2 2 1/8" = 1'-0" Elevation Grid J-1 4 1/8" = 1'-0" Elevation Grid J-2 5 1/8" = 1'-0" Elevation Grid A-3 3 1/8" = 1'-0" Elevation Grid J-3 6 1/8" = 1'-0" Elevation Grid 7 7 1/8" = 1'-0" Elevation Grid 13 8 1/8" = 1'-0" Elevation Grid 20 9 OS DS D S OS ELECTRICAL DRAWING INDEX SHEET NUMBER SHEET TITLE SHEET SCALE RENTON LAND USE PERMIT APPLICATION 9/16/2019 E0.00 ELECTRICAL LEGENDS AND ABBREVIATIONS NTS X E0.01 LIGHITNG FIXTURE SCHEDULE NTS X E0.03 LIGHTING CONTROL SEQUENCE NTS X E1.01 LIGHTING SITE PLAN - PARKING 1:156 X E1.02 LIGHTING SITE PLAN - BUILDING GROUNDS 1:156 X E1.03 LIGHTING SITE PLAN - ENTRY PLAZA 1" = 10'-0" X E2.01 LEVEL 1 - LIGHTING PLAN 3/32" = 1'-0" X E2.01A LEVEL 1 - LIGHTING PLAN BAYS 1-11 3/16" = 1'-0" X E2.01B LEVEL 1 - LIGHTING PLAN MEZZANINE BAYS 1-11 E2.01C LEVEL 1 - LIGHTING PLAN BAYS 11-21 3/16" = 1'-0" X E2.02 LEVEL 2 - LIGHTING PLAN 3/32" = 1'-0" X E2.02A LEVEL 2 - LIGHTING PLAN BAYS 1-11 3/16" = 1'-0" X E2.02B LEVEL 2 - LIGHTING PLAN BAYS 11-21 3/16" = 1'-0" X E2.03 ROOF LEVEL - LIGHTING PLAN 3/32" = 1'-0" X # F1 6a,b a , , a LOCATION / SITE MAP SCALE: NOT TO SCALE STREET ADDRESS CITY, STATE DOWNLIGHT FIXTURE(S) ILLUMINATED EXIT SIGN - FACES DIRECTION OF ALL ARROWS AS SHOWN, WHERE INDICATED RECESSED TROFFER, SIZES VARY. REFER TO FIXTURE TYPE. TYPICAL ALL FIXTURES: ADJACENT NUMBER INDICATES CIRCUIT GROUPING LOWER CASE LETTER INDICATES SWITCHING GROUP OCCUPANCY SENSOR, CEILING MOUNTED WALL SCONCE TRACK LIGHTING, LENGTH AS INDICATED PENDANT LIGHT WALL SWITCH - SUBSCRIPT INDICATES: = 3-WAY = 4-WAY = LOW-VOLTAGE = NIGHT SETBACK = LOWER CASE LETTERS INDICATES SWITCHING GROUP DESIGNATION = TIMER = OCCUPANCY SENSOR DAYLIGHT SENSOR WALL-MOUNTED LINEAR FIXTURE SIZE VARIES, REFER TO FIXTURE TYPE. WALL-MOUNTED LINEAR FIXTURE ON EMERGENCY CIRCUIT SIZE VARIES, REFER TO FIXTURE TYPE. WALL WASH FIXTURE DOWNLIGHT ON EMERGENCY CIRCUIT RECESSED TROFFER ON EMERGENCY CIRCUIT SIZES VARY. REFER TO FIXTURE TYPE. EQUIPMENT TAGXXX-XX-XX FLAG NOTE1 DETAIL / PLAN IDENTIFIER REVISION CALLOUT DIMMER SWITCH STRIP LINEAR FIXTURE SIZE VARIES, REFER TO FIXTURE TYPE. STRIP LINEAR FIXTURE ON EMERGENCY CIRCUIT SIZE VARIES, REFER TO FIXTURE TYPE. STEP LIGHT(S) X.X X OCCUPANCY SENSOR, WALL MOUNTED ANNOTATION LIGHTING 3 4 LV NS a T OS PROJECT ADDRESS LIGHTING OUTLINE SPECIFICATIONS © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E0.00 ELECTRICAL LEGENDS AND ABBREVIATIONS 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 PROJECT LOCATION EXIT LIGHTING X1 THERMOPLASTIC LED EXIT SIGN BOH AREAS SURE-LITE LPX-6-WGS11 GREEN LED N/A 1W 120V N/A N/A WHITE 1. EC TO VERIFY NUMBER OF FACES REQUIRED PER LOCATION. 2. TYPE X1 LOCATED ON EMERGENCY CIRCUIT. X1WP WET LOCATION LED EXIT SIGN EXTERIOR AREAS SURE-LITE LPXW-6-2-G-XX GREEN LED N/A 3W 120V N/A N/A WHITE 1. EC TO VERIFY NUMBER OF FACES REQUIRED PER LOCATION. 2. TYPE X1WP LOCATED ON EMERGENCY CIRCUIT. X2 EDGE-LIT LED EXIT SIGN FRONT OF HOUSE AREAS SURE-LITE EUX6-G-XX GREEN LED N/A 2W 120V N/A N/A WHITE 1. EC TO VERIFY NUMBER OF FACES REQUIRED PER LOCATION. 2. TYPE X2 LOCATED ON EMERGENCY CIRCUIT. E1BX LED POLE LIGHT PARKING AREA MCGRAW EDISON GLEON-AF-01-LED-E1-T3-FINISH-8030-DIM-- HSS-LCF-P LED, 3000K, 80 CRI 3973 LM 34 W UNIVERSAL 120V-277V INTEGRAL TBD TBD 1. PROVIDE DIMMING CAPABILITY. 2. PROVIDE HOUSE SIDE SHIELD. 3. PROVIDE 22 FT POLE. E2 GROUND MOUNT LED SURFACE LIGHT FRONT PLAZA BEGA 77 090 LED, 3000K, 85 CRI 265 LM 16 W UNIVERSAL 120V-277V INTEGRAL TBD BLACK 1. PROVIDE DIMMING CAPABILITY. E3, E3X STEM MOUNT LED CANOPY LIGHT FRONT ENTRY LUMINIS SC350-L1L10-R40-VOLTAGE-FINISH-SL-SNT-K3 LED, 3000K, 80 CRI 867 LM 13 W 120V OR 277V INTEGRAL 0-10V TBD E4, E4X LED RECESSED MOUNT DOWNLIGHT SO ENTRY ALCOVES USAI TRIM: 3110-W-B1-S-FINISH HOSUING: LSTD4-9012-C3-30KS-90-FT-VOLTAGE- DIML2 LED, 3000K, 80+ CRI 1125 LM 12 W 120V OR 277V INTEGRAL 0-10V TBD E5, E5X LED FLEX TAPE LIGHT FRONT PLAZA BENCHES AND SPIRAL WALLS LUMINII TAPE: KBM-F-H-30K-SECTION START-SECTION END-LENGTH DRIVER: PSV-POWER-24-U2DIM-IP65 LED, 3000K, 80+ CRI 122 LM/FT 3.4 W/LF 120V IN 24V OUT REMOTE 0-10V N/A 1. PROVIDE SEPARATE DRIVERS FOR EACH LENGTH OF E5 SHOWN ON PLAN. 2. CONTRACTOR VERIFY FINAL RUN LENGTH OF FIXTURE. 3. CONTRACTOR TO FIELD LOCATE REMOTE DRIVERS. 4. PROVIDE CUSTOM MOUNTING CHANNEL. ARCHITECT, CONTRACTOR, AND MANUFACTURER TO COORDINATE MOUTNING DETAILS. E6 LED SUBMERSIBLE ACCENT LIGHT FRONT PLAZA FOUNTAIN DESIGNPLAN FIXTURE: MP1000-5-W-I DRIVER: FPV-10010024 LED, 3000K, 80+ CRI 369 LM 9 W 120V IN 24V OUT REMOTE 0-10V N/A 1. CONTRACTOR TO FIELD LOCATE REMOTE DRIVERS. E7 LED LANDSCAPE ACCENT LIGHT LANDSCAPE HK LIGHTING ZXL16-A-GSA-7-12V-30-33-FINISH-SOL LED, 3000K, 83 CRI 716 LM 7 W 120V IN 24V OUT REMOTE TBD TBD 1. CONTRACTOR TO PROVIDE DIMMING DRIVER. 2. CONTRACTOR TO FIELD LOCATE REMOTE DRIVER. 3. PROVIDE GROUND MOUNT HARDWARE. E8, E8X NOT USED ROOF LEVEL ENTRIES TMS LIGHTING D16-12LED-VOLTAGE-WM-F15 LED, 3000K 675 LM 12 W 120V OR 277V INTEGRAL TBD MATTE BLACK 1. PROVIDE DIMMING DRIVER. 2. CONTRACTOR TO VERIFY MOUNTING DETAILS AND SUITABILITY OF INTEGRAL DRIVER WHEN BASE IS GROUND (HORIZONTALLY) MOUNTED. E9X WALL MOUNT LED DOWNLIGHT ACCENT VERTICAL STRUCTURAL COLUMNS ERCO 34085.023 LED, 3000K, 95 CRI 635 LM 10 W UNIVERSAL 120V-277V INTEGRAL ELV GRAPHITE E10, E10X CEILING MOUNT DOWNLIGHTS TRASH ENCLOSURES PERFORMANCE IN LIGHTING 71765 LED, 3000K, 70 CRI 701 LM 10W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD 1. PROVIDE DIMMING DRIVER. E11, E11X WALL RECESS MOUNT LED STEP LIGHTS ROOF DECKS PERFORMANCE IN LIGHTING 74684 LED, 3000K, 70 CRI 396 LM 11 W 24V INTEGRAL 0-10V TBD 1. PROVIDE DIMMING DRIVER. L1, L1X LED HIGHBAY FIXTURE LAB CLASSROOMS METALUX SSLED-LD5-24-W-UNV-L830-CD-2-FINISH- MOUNTING-WIRING-SSLED-CLR22-U-SSLED- DECO-U LED, 3000K, 80+ CRI 25, 058 LM 191 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD 1. PROVIDE CUSTOM CCT 3000K. L2, L2X RECESSED LED LINEAR FIXTURE DROPPED CEILINGS PINNACLE EV3A-30HO-LENGTH-MOUNTING-UNV-1C-FINISH LED, 3000K, 82K 612 LM/FT 8.6 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V TBD L3, L3X RECESSED LED LINEAR FIXTURE OFFICES PINNACLE EV3D-A-830HO-LENGTH-SF(S)-U-OL1-1-FINISH LED, 3000K, 80+ CRI 750 LM/FT 8.3 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V TBD 1. PROVIDE SPACKLE FLANGE FOR GYP CEILING MOUNT. L4, L4X SUSPENDED LED LINEAR WALL WASH FIXTURE ACCENT WALLS TEACHING WALLS PINNACLE EX3WW-N-30H0-LENGTH-S-UNV-1C-FINISH LED, 3000K, 82 CRI 511 LM/FT 10.3 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V TBD 1. ARCHITECT AND CONTRACTOR TO VERIFY CEILING SURFACE MOUNT OR PENDANT MOUNT PER RUN. 2. CONTRACTOR TO VERIFY FINAL RUN LENGTHS. L5, L5X SQUARE RECESSED LED DOWNLIGHT VARIOUS INTENSE HOUSING: IHOL-4DS-M2-30-D101-VOLTAGE-40 REFLECTOR: ISD400-W-SFW-PFL4-63 LED, 3000K, 82 CRI 1650 LM 25 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD L6 SURFACE MOUNT LED AIMABLE SPOTLIGHT MAIN ENTRY ATRIUM LUMINIS L1L35-R55-VOLTAGE-FINISH-K3-SL LED, 3000K, 80 CRI 3572 LM 40 W 120V OR 277V INTEGRAL 0-10V TBD L7, L7X LINEAR ANGLE UPLIGHT FOR CORRIDOR VOIDS CORRIDOR CEILING VOIDS ECO SENSE L35-I-LENGTH-04-30-80-MULT-120-LDCM- PL-120-277-010V-GR-MNT-L-ANGLOCK LED, 3000K, 80 CRI 327 LM.FT 4 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V N/A 1. CONTRACTOR TO VERIFY FINAL RUN LENGTHS. 2. PROVIDE 0-10V DIMMING. 3. PROVIDE ANGLE LOCKS. L8, L8X WALL MOUNT LED VANITY TYPE RESTROOMS BARN LIGHT BLE-G-MA7 LED, 3000K, 80 CRI (5) 810 = 4050 LM (5) 6.5 W = 32.5 W 120V INTEGRAL TO LAMP ELV N/A 1. PROVIDE SATCO LAMPS # S9581. L9, L9X RECESS MOUNT LED WALL GRAZE FILL RESTROOMS PRUDENTIAL/PINNACLE P23-PER-REG1-LED3-MO-LENGTH-TMW-MWW- D1R-WTW-SC-UNV-MOUNTING-DM10 LED, 3000K, 9 0CRI 600 LM/FT 7 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V TEXTURED MATTE WHITE 1. CONTRACTOR TO VERIFY FINAL RUN LENGTHS. L10X UNDERCABINET LED LINEAR TASK LIGHT STAFF SPACES LUMINII EL-120V-LENGTH-30K-D LED, 3000K, 90+ CRI 318 LM/FT 3.8 W/FT 120V INTEGRAL TRIAC N/A 1. CONTRACTOR TO VERIFY FINAL RUN LENGTHS. L11, L11X SQUARE SURFACE MOUNT CYLINDER DOWNLIGHT SO VARIOUS USAI BLSD5-12C3-30KS-50-S-FINISH-MOUNTING-UNV- D2 LED, 3000K, 80 CRI 1125 LM 12 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD L11A, L11AX SQUARE SURFACE MOUNT CYLINDER DOWNLIGHT HO VARIOUS USAI BLSD5-16C3-30KS-50-S-FINISH-MOUNTING-UNV- D3 LED, 3000K, 80 CRI 1475 LM 16 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD L11B, L11BX SQUARE SURFACE MOUNT CYLINDER DOWNLIGHT VHO VARIOUS USAI BLSD5-24C3-30KS-50-S-FINISH-MOUNTING-UNV- D4 LED, 3000K, 80 CRI 2050 LM 24 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD L12 PENDANT MOUNT LED LINEAR LIGHT CONFERENCE ROOMS BREAKOUT SPACES PINNACLE EX3D-A-N-830HO-LENGTH-MOUNTING-U-OL1-1- FINISH LED, 3000K, 82K 750 LM/FT 8.4 W/FT UNIVERSAL 120V-277V INTEGRAL 0-10V TBD COMMON AREA DECORATIVE/ACCENT LIGHTING D1 WALL YOKE MOUNT LED ACCENT FLOOD LIGHT ENTRY ATRIUM (WOOD CEILING)LUMENPULSE LBl-VOLTAGE-30K-WFL-FINISH-DIM-SY LED, 3000K, 80+ CRI 2623 LM 50 W 120V OR 277V INTEGRAL 0-10V TBD D2 WALL YOKE MOUNT LED ACCENT LIGHT ENTRY ATRIUM (ART SPOTLIGHT)ETC THEATRICAL 7460A1221-5-7460A2008 LED, VARIABLE WHITE 9 0+ CRI APPROX 12000 LM 124 W 120V OR 277V INTEGRAL 0-10V TBD D3 SUSPENDED LED HIGH BAY FIXTURE FRONT RECEPTION AREA STAFF BREAK ROOM STAFF AND STUDENT LOUNGES LUMINIS PR1250-L1W48r10-VOLTAGE-FINISH-K3- MOUNTING-L12 LED, 3000K, 80 CRI 4727 LM 46 W 120V OR 277V INTEGRAL 0-10V TBD LIGHTING FIXTURE SCHEDULE General Notes: 1. Emergency egress lighting to be provided via inverters unless otherwise noted. 2. All light fixture finishes to be verified by owner/architect/interior designer. 3. Contractor to size remote power supplies/wire gauge as required. 4. Contractor to locate remote power supplies per manufacturer recommended distances to minimize voltage drop. 5. If energy saving measure C406.3 is pursued, all unit light fixtures must meet efficacy requirements of 60 lumens per watt. 6. CCT = Correlated Color Temperature (measured in Kelvin, K) 7. CRI = Color Rendering Index (higher number is better rendering) TYPE DESCRIPTION LOCATION MANUFACTURER PRODUCT NO.LAMP, CCT, CRI LUMENS (DELIVERED)WATTS VOLTAGE DRIVER DIMMING FINISH NOTES EXTERIOR LIGHTING E1X LED POLE LIGHT PARKING AREA MCGRAW EDISON GLEON-AF-01-LED-E1-SL4-FINISH-8030-DIM- LCF-P LED, 3000K, 80 CRI 3774 LM 34 W UNIVERSAL 120V-277V INTEGRAL TBD TBD 1. PROVIDE DIMMING CAPABILITY. 2. PROVIDE 22 FT POLE. E1AX LED POLE LIGHT DOUBLE HEAD PARKING AREA MCGRAW EDISON GLEON-AF-01-LED-E1-T4W-FINISH-8030-DIM- LCF-P LED, 3000K, 80 CRI 7886 LM 68 W UNIVERSAL 120V-277V INTEGRAL TBD TBD 1. PROVIDE DIMMING CAPABILITY. 2. PROVIDE 22 FT POLE. E12 LED LANDSCAPE ACCENT LIGHT LANDSCAPE TRELLIS HK LIGHTING ZXL30i-A-GSA-X46-30-UNV-30-010-FINISH-SOL LED, 3000K, 83 CRI 3217 LM 34 W UNIVERSAL 120V-277V INTEGRAL 0-10V TBD 1. PROVIDE GROUND MOUNT HARDWARE. BACK OF HOUSE LIGHTING F1, F1X, F1AX LED STRIPLIGHT GENERAL BACK OF HOUSE METALUX 4SNLED-LD5-37SL-LW-UNV-L830-CD-1-U LED, 3000K, 80 CRI 3812 LM 31 W 120V OR 277V INTEGRAL 0-10V TBD 1. SURFACE OR SUSPENSION MOUNTING TO BE DETERMINED IN THE FIELD. 2. TYPE F4X SAME FIXTURE AS F4 BUT ON EMERGENCY CIRCUIT. 3. TYPE F4AX SAME FIXTURE AS F4 BUT WITH INTEGRAL EMERGENCY BATTERY BACK UP. F2X WALL SURFACE MOUNT LED 4FT LUMINAIRE STAIRWELLS METALUX 4SWLED-40SL-LW-UNV-L830-CD1-SVPD2 LED, 3000K, 80 CRI 4015 LM 38 W 120V OR 277V INTEGRAL 0-10V TBD 1. PROVIDE INTEGRAL OCCUPANCY SENSOR THAT DIMS TO 50% OUTPUT WHEN SPACE IS UNOCCUPIED. 2. TYPE F1X ON EMERGENCY CIRCUIT. 3. PROVIDE CUSTOM 3000K CCT F3X LED 2FT ENCLOSED AND GASKETED LINEAR LUMINAIRE ELEVATOR PIT/HOISTWAY, WATER SERVICE ROOM NULITE INT-2-50-L35-UNV-DIM LED, 3500K, 80 CRI 4845 LM 40 W 120V OR 277V INTEGRAL 0-10V TBD 1. TYPE F5X ON EMERGENCY CIRCUIT COMMON AREA LIGHTING © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E0.01 LIGHITNG FIXTURE SCHEDULE 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 SPACE TYPE CONTROL TYPE NETWORK (TOPOLOGY)USER INTERFACE LIGHTING CONTROL ZONES FUNCTION ENCLOSED STAIRWELLS DIMMING OCCUPANCY SENSOR STANDALONE CONTROL, NON- NETWORKED.N/A INDIVIDUAL LUMINAIRE CONTROL OCCUPANCY SENSOR CONTROL AUTOMATICALLY DIMS LIGHTS TO 50% POWER WHEN SENSOR DETECTS INACTIVITY FOR GREATER THAN 30 MINUTES, AND AUTOMATICALLY RAISES LIGHTS TO 100% POWER WHEN FIXTURE SENSES OCCUPANCY. DAYLIGHT CONTROLS NOT REQUIRED PER WSEC EXCEPTION C405.2 EXCEPTION 2 AND C405.2.5. EXCEPTION 7. OPEN STAIRS ASTRONOMICAL TIMECLOCK DIMMING OCCUPANCY SENSOR INTELLIGENT CONTROL, NETWORKED WITHIN ROOM/SPACE. TIED TO BUILDING HEAD END. N/A PROVIDE SINGLE ZONE CONTROL OF ALL FIXTURES WITHIN STAIR. PROVIDE TIMELOCK CONTROL FOR FRONT OF HOUSE / OPEN FEATURE STAIRS. LIGHTING TO BE ON BETWEEN THE HOURS OF 5 AM AND 12 MIDNIGHT. FIXTURES TO BE ON OCCUPANCY SENSOR CONTROL BETWEEN THE HOURS OF 12 MIDNIGHT AND 5 AM. FIXTURES TO AUTOMATICALLY RAISE TO 100% OUTPUT UPON MOTION ACTIVATION. SELECT FIXTURES MAY REMAIN ON 24 HOURS A DAY FOR SAFETY AND SECURITY, PER WSEC EXCEPTION C105.2.5 EXCEPTION 7. DAYLIGHT CONTROLS NOT REQUIRED PER WSEC EXCEPTION C405.2 EXCEPTION 2 AND C405.2.5. EXCEPTION 7. ELECTRICAL & MECHANICAL ROOMS N/A STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE. PROVIDE MANUAL ON/OFF OVERRIDE SWITCH ADJACENT TO ROOM ENTRY. NO AUTOMATIC CONTROLS WILL BE PROVIDED IN UTILITY SPACES FOR OCCUPANT SAFETY. ELEVATOR PITS & HOISTWAYS N/A STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN PIT/HOISTWAY. PROVIDE MANUAL OVERRIDE SWITCH AT BOTTOM OF PIT. NO AUTOMATIC CONTROLS WILL BE PROVIDED IN UTILITY SPACES FOR OCCUPANT SAFETY. ALL ELEVATOR HOISTWAY LIGHTS TO AUTOMATICALLY TURN ON TO 100% OUTPUT DURING AN EVENT OF POWER LOSS. FALL PROTECTION AREA VACANCY SENSOR DUAL TECHNOLOGY STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE.VACANCY SENSOR CONTROL CONFIGURED TO MANUAL ON, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. MAIN LOBBY/ RECEPTION CORRIDORS ATRIUMS ASTRONOMICAL TIMECLOCK DAYLIGHT SENSOR INTELLIGENT CONTROL, NETWORKED WITHIN ROOM/SPACE. TIED TO BUILDING HEAD END. DIMMING ACUITY FRESCO TOUCH SCREEN (OR EQUAL) MULTIPLE DIMMING ZONES TO BE DEVELOPED AFTER DD PHASE. PROVIDE A DIGITAL TOUCH SCREEN WITH A PLACEHOLDER MINIMUM OF 16 ZONES. ASSUME (1) DIMMING ZONE PER FIXTURE TAG TYPE IN ROOM OR SPACE. FINAL DIMMING ZONES /SCENES TO BE COORDINATED WITH ARCHITECT AND OWNER. PROVIDE TIMELOCK CONTROL FOR CORRIDORS AND ATRIA. LIGHTING TO BE ON BETWEEN THE HOURS OF 5 AM AND 12 MIDNIGHT. FIXTURES TO BE ON OCCUPANCY SENSOR CONTROL BETWEEN THE HOURS OF 12 MIDNIGHT AND 5 AM. FIXTURES TO AUTOMATICALLY RAISE TO 100% OUTPUT UPON MOTION ACTIVATION. SELECT FIXTURES MAY REMAIN ON 24 HOURS A DAY FOR SAFETY AND SECURITY, PER WSEC EXCEPTION C105.2.5 EXCEPTION 7. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE MANUAL ON/OFF AND DIMMING CONTROL VIA TOUCHSCREEN NEAR RECEPTION DESK. TOUCHSCREEN TO HAVE PASSWORD LOCK. STAFF KITCHEN/BREAKOUT INSTRUCTOR LOUNGE STUDENT LOUNGE DAYLIGHT SENSOR AND/OR OCCUPANCY SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN EACH ROOM/SPACE, NOT TIED TO BUILDING LIGHTING HEAD END. ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE. OCCUPANCY SENSOR CONTROL WITH AUTO ON TO 50% POWER, MANUAL ON 100% POWER, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE ON/OFF/DIMMING SWITCH(ES) ADJACENT TO ROOM ENTRY FOR MANUAL LIGHTING CONTROL. STORAGE ROOMS / BIKE ROOM VACANCY SENSOR STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE. PROVIDE VACANCY SENSOR CONTROL WITH MANUAL ON AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. PROVIDE MANUAL SWITCH ADJACENT TO ROOM ENTRY. MULTI-OCCUPANT RESTROOMS OCCUPANCY SENSOR STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE.OCCUPANCY SENSOR CONTROL WITH AUTO ON AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. LOCATE MANUAL ON/OFF SWITCH ADJACENT TO ROOM ENTRY. MULTIPLE OCCUPANCY RESTROOMS REQUIRE CEILING MOUNT OCCUPANCY SENSORS AND SHALL NOT BE PROVIDED WITH AN OCCUPANCY SENSOR INTEGRAL TO THE OVERRIDE SWITCH. SINGLE-OCCUPANT RESTROOMS OCCUPANCY SENSOR STANDALONE CONTROL, NON- NETWORKED.ON/OFF PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE. OCCUPANCY SENSOR CONTROL WITH AUTO ON AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. LOCATE MANUAL ON/OFF SWITCH ADJACENT TO ROOM ENTRY. LAB CLASSROOMS TRADITIONAL CLASSROOMS DAYLIGHT SENSOR AND/OR OCCUPANCY SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN EACH ROOM/SPACE, NOT TIED TO BUILDING LIGHTING HEAD END. ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE OR MULTIPLE DIMMING ZONES AS DEVELOPED AFTER DD PHASE. OCCUPANCY SENSOR CONTROL WITH AUTO ON TO 50% POWER, MANUAL ON 100% POWER, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE ON/OFF/DIMMING SWITCH(ES) ADJACENT TO ROOM ENTRY FOR MANUAL LIGHTING CONTROL. MEETING / CONFERENCE ROOMS VACANCY SENSOR DAYLIGHT SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN ROOM ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE. PROVIDE MANUAL ON/OFF DIMMING SWITCH WITH INTEGRAL VACANCY SENSOR CONTROL FOR TYPICAL MEETING ROOMS. LARGER ROOMS MAY REQUIRE LOW VOLTAGE WALL OR CEILING MOUNTED SENSORS TO PROVIDE OPTIMAL SENSOR COVERAGE. SELECTED LIGHTING CONTROL MANUFACTUER TO VERIFY SENSOR COVERAGE PATTERNS. VACANCY SENSOR CONTROL CONFIGURED TO MANUAL ON, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE DIMMING SWITCH ADJACENT TO EACH ROOM ENTRY FOR MANUAL LIGHTING CONTROL. COPY CENTER OCCUPANCY SENSOR CONTROL INTELLIGENT CONTROL. NETWORKED WITHIN ROOM.ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE.OCCUPANCY SENSOR CONTROL WITH AUTO ON AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. LOCATE MANUAL ON/OFF/DIMMING SWITCH ADJACENT TO ROOM ENTRY. OPEN OFFICE AREAS DAYLIGHT SENSOR OCCUPANCY SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN EACH ROOM/SPACE, NOT TIED TO BUILDING LIGHTING HEAD END. ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE. OCCUPANCY SENSOR CONTROL WITH AUTO ON TO 50% POWER, MANUAL ON 100% POWER, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE ON/OFF/DIMMING SWITCH(ES) ADJACENT TO ROOM ENTRY FOR MANUAL LIGHTING CONTROL. PRIVATE OFFICES VACANCY SENSOR DAYLIGHT SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN EACH ROOM/SPACE, NOT TIED TO BUILDING LIGHTING HEAD END. ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL CONTROL OF ALL FIXTURES WITHIN ROOM /SPACE. VACANCY SENSOR CONTROL WITH MANUAL ON, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE SWITCH ADJACENT TO ROOM ENTRY FOR MANUAL LIGHTING CONTROL. LIBRARIES DAYLIGHT SENSOR AND/OR OCCUPANCY SENSOR INTELLIGENT CONTROL. NETWORKED WITHIN EACH ROOM/SPACE, NOT TIED TO BUILDING LIGHTING HEAD END. ON /OFF & DIMMING PROVIDE SINGLE ZONE MANUAL DIMMING CONTROL FOR EACH LIGHT FIXTURE TAG TYPE WITHIN ROOM /SPACE. OCCUPANCY SENSOR CONTROL WITH AUTO ON TO 50% POWER, MANUAL ON 100% POWER, AND AUTO OFF AFTER 15 MINUTES OF VACANCY, OR MANUAL OFF. DAYLIGHT SENSOR CONTROLS AUTOMATICALLY DIM LIGHTS IN RESPONSE TO AVAILABLE DAYLIGHT. (REFER TO GENERAL NOTE #2 ABOVE) PROVIDE ON/OFF/DIMMING SWITCH(ES) ADJACENT TO ROOM ENTRY FOR MANUAL LIGHTING CONTROL. EXTERIOR LIGHTING ASTRONOMICAL TIME-CLOCK EXTERIOR PHOTOCELL INTELLIGENT CONTROL. NETWORKED FOR ALL EXTERIOR LIGHTING, TIED TO BUILDING LIGHTING HEAD END. DIMMING ACUITY FRESCO TOUCH SCREEN (OR EQUAL) ALL EXTERIOR LIGHTING TO BE DIMMABLE. ALL EXTERIOR LIGHTING TO BE PROVIDED WITH MANUAL ON/OFF CONTROL. MANUAL DIMMING ZONES TO BE DEVELOPED AFTER DD PHASE. ASSUME (12) TOTAL MANUAL DIMMING ZONES WILL BE PROVIDED. FINAL DIMMING ZONES/SCENES TO BE COORDINATED WITH ARCHITECT AND OWNER. ASTRONOMICAL TIME CLOCK AND PHOTOCELL FOR AUTOMATIC EXTERIOR LIGHTING CONTROL. SET TIME CLOCK TO THE FOLLOWING. 30 MIN AFTER SUNRISE: TRIGGER EXTERIOR LIGHTING OFF SCENE. 30 MIN BEFORE SUNSET: TRIGGER EXTERIOR LIGHTING ON SCENE. ALL EXTERIOR LIGHTING TO DIM TO 30% OUTPUT BETWEEN MIDNIGHT AND 6AM. LOCATE EXTERIOR PHOTOCELL ON ROOF. CONFIRM EXACT SENSOR LOCATION WITH SELECTED LIGHTING CONTROL MANUFACTURER TO ENSURE OPTIMAL PERFORMANCE. PHOTOCELL TO OVERRIDE TIME CLOCK SETTINGS WHEN MINIMAL DAYLIGHT IS DETECTED DURING DARK WEATHER PATTERNS. PROVIDE TOUCH SCREEN OVERRIDE SWITCH IN LEASING OFFICE FOR ON/OFF OVERRIDE (FOR EXTERIOR LIGHTING AS A UNIFIED ZONE) AND DIMMING ZONE CONTROL OF ALL EXTERIOR LIGHTING. LABEL SWITCH "EXTERIOR LIGHTING OVERRIDE." MANUAL DIMMING CONTROLS FOR SELECT EXTERIOR LIGHTING WILL BE PROVIDED AS DESIGN DEVELOPS. LOCATE DIMMING TOUCH SCREEN IN ELECTRICAL ROOM AT EACH FLOOR LEVEL WHERE EXTERIOR LIGHTING WILL BE DIMMED. LABEL SWITCH WITH EXTERIOR ZONE NAMES. LIGHTING CONTROL SEQUENCE OF OPERATIONS GENERAL NOTES 1. ELECTRICAL CONTRACTOR AND SELECTED LIGHTING CONTROL MANUFACTURER TO PROVIDE SHOP DRAWINGS AND WIRING DIAGRAMS BASED ON LIGHTING CONTROL SEQUENCE OF OPERATIONS (SOO). SHOP DRAWINGS SHALL INCLUDE RECOMMENDED QUANTITIES AND LOCATIONS FOR SENSORS, RELAYS, PANELS, SWITCHES, AND OTHER EQUIPMENT REQUIRED TO ACHIEVE CONTROL FUNCTIONS DESCRIBED IN SEQUENCE SCHEDULE. MANUFACTURER RECOMMENDATIONS SHALL SUPERSEDE SENSOR QUANTITIES AND LOCATIONS ILLUSTRATED ON LIGHTING PLANS. 2. FIXTURES IN PRIMARY AND SECONDARY DAYLIGHT ZONES TO AUTOMATICALLY DIM FROM 100% POWER TO 15% POWER (MAXIMUM DIMMING THRESHOLD) WHEN PHOTOCELL DETECTS ADEQUATE DAYLIGHT AS DESCRIBED BELOW. BASELINE DESIGNED LIGHT LEVELS SHALL BE DETERMINED BY RECORDING ILLUMINANCE LEVELS WITH ALL LIGHTS ON AT 100% POWER, IN A NON-DAYLIGHT SETTING. AUTOMATIC DAYLIGHT DIMMING SHALL OCCUR WHEN LIGHT LEVELS SHALL MEET OR EXCEED BASELINE DESIGN LEVELS. 3. ALL INTELLIGENT CONTROLS SHALL BE DIGITAL AND MAY BE TIED TO A NETWORK BACKBONE HEAD END AS NOTED IN SEQUENCE SCHEDULE. STANDALONE LIGHTING CONTROLS MAY BE LOW VOLTAGE OR LINE VOLTAGE (AS REQUIRED PER FUNCTIONS IN SCHEDULE) AND ARE NOT TIED TO A NETWORK BACKBONE HEAD END. 4. ALL LIGHTING CONTROL DEVICES SHALL BE COMPATIBLE WITH TYPES OF DIMMING NOTED IN APPROVED LIGHTING PRODUCT SUBMITTAL PACKAGE. LIGHTING PRODUCT SUBMITTAL SHALL BE APPROVED BY LIGHTING DESIGNER AND ARCHITECT /INTERIOR DESIGNER, AND OWNER. 5. PROVIDE UL924 BYPASS RELAY DEVICES FOR ALL DESIGNATED EMERGENCY EGRESS LIGHTING TO ALLOW ILLUMINATION TO RAISE TO FULL OUTPUT DURING AN EVENT OF POWER LOSS. 6. LIGHTING CONTROL PROGRAMMING AND OWNER TRAINING FOR CONTROL SYSTEM SHOULD BE INCLUDED IN CONTRACTOR BASE BID AND NOT BE INCLUDED AS A CHANGE ORDER. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E0.03 LIGHTING CONTROL SEQUENCE 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 parking lot onlyparking lot only 0.0 0.1 0.2 0.2 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 1.6 9.7 12.2 13.1 7.0 5.4 5.5 5.6 5.4 5.7 7.0 5.9 5.3 5.2 5.7 2.7 4.3 5.3 5.6 4.6 3.7 4.1 4.6 5.5 6.0 6.5 7.2 7.4 6.2 5.5 3.4 1.3 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.4 0.4 19.6 6.1 24.9 4.5 5.7 6.9 7.1 6.3 5.3 5.2 5.3 5.1 4.9 5.8 7.1 25.0 26.6 29.0 19.6 3.1 3.5 4.9 6.0 7.1 7.7 8.0 7.5 6.4 6.1 3.1 1.2 0.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.9 2.5 3.4 4.4 4.7 5.5 6.8 7.1 6.1 5.4 5.4 5.9 5.5 5.2 5.5 6.5 8.0 6.8 6.0 5.8 5.9 5.5 5.4 5.7 6.8 7.6 7.9 8.1 8.1 7.8 3.0 1.1 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.2 2.9 5.6 7.8 8.1 7.4 10.7 12.0 7.8 8.1 8.7 8.6 8.9 8.7 7.5 9.7 12.7 8.0 8.3 9.3 9.2 9.2 8.5 7.4 10.0 12.8 9.9 11.5 12.7 11.1 3.0 1.1 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.2 2.7 5.2 7.9 8.8 8.0 11.4 12.5 8.2 9.0 9.3 8.6 8.5 8.1 7.2 9.6 12.5 8.0 8.4 9.1 9.2 9.2 8.5 7.3 10.0 12.7 10.1 12.6 13.3 13.2 3.2 1.2 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.5 2.8 4.2 5.1 5.7 6.7 8.0 8.4 7.3 6.3 6.0 6.0 5.6 5.3 5.7 6.8 7.4 6.4 5.7 5.8 6.4 5.9 5.5 5.9 6.7 7.5 8.6 10.9 10.7 13.2 3.3 1.3 0.6 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.7 3.1 4.5 5.3 5.8 7.6 8.7 9.2 8.5 7.2 6.4 6.2 6.2 6.1 7.0 8.2 8.6 8.2 7.2 6.8 7.1 6.6 6.4 7.2 8.2 8.7 9.5 10.0 9.8 10.4 2.9 1.3 0.6 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.9 3.4 4.9 5.9 6.7 7.9 8.2 8.4 8.3 7.8 7.3 7.2 7.3 7.9 9.2 8.7 8.4 8.6 9.0 8.7 8.5 8.0 8.5 9.1 8.7 8.4 9.3 9.7 9.4 9.0 2.8 1.2 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.7 1.9 3.6 5.4 6.6 7.3 8.3 7.7 7.6 7.6 7.2 6.8 6.9 7.4 8.5 9.3 8.7 7.8 7.7 7.8 7.9 8.1 8.1 9.1 9.5 8.6 7.7 8.2 8.4 7.9 6.9 2.8 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.5 1.5 3.4 5.6 6.7 6.8 7.8 6.8 7.5 6.8 5.9 5.3 6.1 7.0 7.6 8.7 7.6 7.0 6.9 6.4 6.6 7.2 7.6 7.8 8.9 7.4 7.0 7.4 7.0 5.7 4.7 2.3 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.8 1.8 3.2 4.6 5.1 6.1 4.8 4.8 3.8 3.3 3.3 3.6 4.1 5.7 10.4 6.0 4.1 4.2 4.3 4.5 4.5 4.8 6.7 11.4 6.3 4.6 5.0 4.8 3.8 2.9 1.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.6 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.8 0.6 0.5 0.5 0.7 0.7 0.6 0.6 0.7 0.9 0.7 0.9 1.4 1.6 1.4 1.2 0.6 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.6 0.7 0.7 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 ACCESSACCESS ALLEY16' PUBLIC102'PUBLIC ALLEY16'32 BIO-RETENTION11'-10"20'-0" 24'-0" 20'-0"BUFFER10'-0" LANDSCAPE08 10 11 1209 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3637383940414243444546474850515260 59 58 57 56 55 5354 33 34 02 03 04 05 06 07 49 01 35 34 LANDSCAPE 12'-8 1/2"20'-0" 2'-7" L A N D S C A P E B U F F E R 1 0 '-0 "SHIFT1'-2 7/8" 15'-0"SHIFT1'-0"ACCESSEXITONE WAYBUFFER 10' LANDSCAPE E1BX E1BXE1BXE1X E10E10E10E10E10E10 E1AXE1AXE1AX111 E10E10 E9 E9 E9 E9 E9 E4X E4X E9 E9 E9 E9 E9 E9 E9 E9 E9 E9 E9 E9 E9 E9 2 2 2 2 222 3 GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E1.01 LIGHTING SITE PLAN - PARKING 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 1 : 1561LIGHTING SITE PLAN - PARKING FLAG NOTES: PROVIDE DOUBLE HEAD E1AX FIXTURES AT THESE LOCATIONS TO ILLUMINATE PARKING LOT, SIDEWALK, AND ALLEY. LIGHTS MOUNTED ON 22'-0" POLES TO ALLOW FOR A 3'-0" MOUNTING BASE FOR A TOTAL MOUNTING HEIGHT NOT TO EXCEED 25'-0" AFF. CALCULATION POINTS SHOWN ARE PRELIMINARY AND REFELCT 100% DD LEVEL DETAIL. LIGHT FIXTURES E3X, E2X, E7, E6, AND E12 ARE NOT CURRENTLY INCLUDED IN CALCULATIONS. 1 2 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.4 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.4 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.5 3.2 1.3 1.1 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 1.0 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.9 2.1 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.2 2.8 7.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.2 3.0 7.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.1 2.4 5.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.0 1.7 2.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.9 1.7 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 1.0 2.3 6.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 1.1 2.5 7.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 1.1 2.2 5.5 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.8 1.3 2.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 0.7 1.9 12.6 12.7 6.7 5.4 5.5 5.6 5.4 5.7 6.9 5.9 5.3 5.2 5.8 2.7 4.3 5.3 5.6 4.5 3.7 4.1 4.7 5.5 6.0 6.4 7.2 7.4 6.2 5.5 3.4 1.3 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.6 0.5 4.5 5.7 6.9 7.1 6.3 5.3 5.2 5.3 5.0 4.9 5.7 7.0 3.0 3.6 4.9 5.9 7.1 7.7 8.0 7.5 6.4 6.1 3.1 1.2 0.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 ENTRYACCESS 104'ALLEY16' PUBLICPUBLIC ALLEY16'2'-7"SHIFT1'-2 7/8" 15'-0"SHIFT1'-0"ACCESSEXITONE WAYACCESS ACCESS 306'-0 7/8"62'-4 3/4" E10 E10 E10 E10 E9 E9 E9 E9 E9 E9 E4X E4X E9 E9 E9 E9 E9 E9 E10 E10 E10 E10 E9 E9 E9 E9 E9 E9 E9 E3X E3X E3X E3X E2X E2X E7 E7 E2X E2X E2X E2X E2X E7 E7 E6 E6 E6 E6E6E6 E7 E7 E7 E7 E9E4XE4XE4X E9E9 E12 E12 E12 E12 E12 E12 E12 E12 E12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 22 22 3 GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E1.02 LIGHTING SITE PLAN - BUILDING GROUNDS 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 1 : 1561LIGHTING SITE PLAN - BUILDING GROUNDS FLAG NOTES: LIGHT FIXTURE E9 MOUNTED TO TOP OF STRUCTURAL STEEL CHANNEL AT LEVEL 2 ELEVATION. LIGHT FIXTURE E4X RECESS MOUNTED IN CEILINGS OF LEVEL 1 ENTRY ALCOVES. CALCULATION POINTS SHOWN ARE PRELIMINARY AND REFELCT 100% DD LEVEL DETAIL. LIGHT FIXTURES E3X, E2X, E7, E6, AND E12 ARE NOT CURRENTLY INCLUDED IN CALCULATIONS. 1 2 3 ENTRY62'-4 3/4" E3X E5 E6 E6E6 E6 E6 E6 E3X E5 E5 E3X E3X 12 2 2 E2X E2X E2X E2X E2X E2X E2X E7 E7 E7 E7 E7 E7 E7E7 GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E1.03 LIGHTING SITE PLAN - ENTRY PLAZA 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 1" = 10'-0"1 LIGHTING SITE PLAN - ENTRY PLAZA FLAG NOTES: TYPE-E3X TO BE SURFACE MOUNTED TO OVERHEAD WOOD SCREEN, TYP. TYPE-E5 TO BE SURFACE MOUNTED BETWEEN CONCRETE AND METAL, AIMED UP. 1 2 1 2 3 4 5 6 7 8 9 10 11 A B C E F H I J 12 13 14 15 16 17 18 20 21 D G 19 NWES0'5'10'20'40' CARPENTRY LAB 2 2,144 SF CARPENTRY LAB 1 2,011 SF PLUMBING CLASSROOM 2 641 SF PLUMBING CLASSROOM 1 554 SF CARPENTRY CLASSROOM 653 SF PLUMBING LAB 2,410 SF ELECTRICAL LAB 3 2,539 SF WATER SERVICE 95 SF OFFICE 100 SF OFFICE 100 SF OFFICE 143 SF FALL PROTECTION 143 SF MEN'S R.R. 210 SF ELECTRICAL SERVICE ROOM 204 SF BIKE STORAGE ROOM 225 SF WOMEN'S R.R. 203 SF JANITORIAL / STORAGE 99 SF EXT. MAINT. / STORAGE 240 SF OFFICE 103 SF OFFICE 103 SF ELECTRICAL LAB 2 2,227 SF ELECTRICAL LAB 1 2,237 SF ELECTRICAL CLASSROOM 3 718 SF ELECTRICAL CLASSROOM 2 547 SF ELECTRICAL CLASSROOM 1 798 SF APPRENTICESHIP 832 SF UNI. R.R. 49 SF FRONT OFFICE 943 SF ELEVATOR SHAFT 91 SF LIBRARY 345 SF STUDENT LOUNGE 596 SF INSTRUCTOR LOUNGE 492 SF CIRC. 534 SF CIRC. 152 SF STAIR 144 SF ATRIUM 502 SF IT / COMM. ROOM 99 SF CIRC. 145 SF CIRC. 147 SF ATRIUM 563 SF CIRC. 377 SF NAN'S OFFICE 96 SF ENTRY ATRIUM 1,336 SF CIRC. 58 SF CIRC. 422 SF CIRC. 83 SF STAIRS 162 SF CONFERENCE / ZOOM ROOM 275 SF CARPENTRY STORAGE 130 SF MEETING ROOM 180 SF CIRC. 65 SF STORAGE 23 SF UNI. R.R. 49 SF STORAGE 96 SF STORAGE 97 SF STORAGE 85 SF STORAGE 85 SF GAS ALCOVE 23 SF /1 E2.01A /1 E2.01B E4XE4XE4X E4XE4X E12 E12 E12 E12 E12 E12 E12 E12 E12 D1 D1 1 1 2 2 (TYP) (TYP) GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.01 LEVEL 1 - LIGHTING PLAN 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/32" = 1'-0"1 LEVEL 1 - LIGHTING PLAN FLAG NOTES: FIXTURE TYPE D1 MOUNTED AT BASE OF WALL AND FLOOR, AIMED UP AT WOOD CEILING TO EVENLY WASH CEILING WITH LIGHT. FIXTURES TYPE E12 GROUND MOUNT AIMED UP AT VERTICAL TRELLIS ON EXTERIOR WALLS. 1 2 OSOS44433333344OS3444 3OS OS OS OS OS OS OSOS 4 4 OS OS OSOS OS OS OS OS OS OS 1 2 3 4 5 6 7 8 9 10 11 A B C E F H I J D G CARPENTRY LAB 2 2,144 SF CARPENTRY LAB 1 2,011 SF PLUMBING CLASSROOM 2 641 SF PLUMBING CLASSROOM 1 554 SF PLUMBING LAB 2,410 SF ELECTRICAL LAB 3 2,539 SF WATER SERVICE 95 SF OFFICE 100 SF OFFICE 100 SF STUDENT LOUNGE 596 SF INSTRUCTOR LOUNGE 492 SF CIRC. 534 SF CIRC. 152 SF STAIR 144 SF ATRIUM 502 SF CIRC. 83 SF CARPENTRY STORAGE 130 SF CIRC. 65 SF STORAGE 96 SF STORAGE 97 SF /1 E2.01B L1X L1 L1 L1 L1 L1X L1 L1X L1X L1 L1 L1 L1 L1X L1 L1XL1 L2XL2XL2X L3 L5X L5L5L5X L5 L5XL5XL5L5X L5X L5 L5X L11AX L11A L11AX L11X L11AX L11AX L11AXL11X L11X L11AX L11AL11A L11A L7 L7 L7 L7 L7 L7 L7 L7 E4X E4 L5 L5X L11X L11 L11 L5X L5 L11 L11X L11X L11 D3 D3 D3 1 2 2 3 3 45 4 3 3 4 4 4 4 L2XL2XL2X L2 L2 L2 L2L2L2 L3 CARPENTRY CLASSROOM 653 SF L2XL2XL2X L2L2L2 L1 L1X L1X L1 L1 L1 L1X L1X L1 F1 L3 F1 L1 L1X L1X L1 L1 L1 L1X L1X L1 F1 F1 F1 L2 L4A L4A L4A L4A D3X D3X D3X D3 D3X D3X D3 D3X L5 L5 F2X F2X L5L5 L5L5 L5L5 L5L5 L5 L11AX DS DS DS DS 1 1 1 GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.01A LEVEL 1 - LIGHTING PLAN 1-11 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/16" = 1'-0"1 LEVEL 1 - LIGHTING PLAN 1-11 FLAG NOTES: LIGHT FIXTURE L7 MOUNTED AT LOWER SIDES OF VISIBLE VOID BETWEEN DROPPED CEILING AND FLOOR PLATE ABOVE. FIXTURE MOUNTED AT 45 DEGREE ANGLE AND AIMED INTO SPACE. TYPICAL OF ALL CORRIDOR "VOIDS." LIGHT FIXTURES E4, E4X IN THESE LOCATIONS ARE MOUNTED BOTH ABOVE AND BELOW ELEVATED WALKWAY. LIGHT FIXTURES L5, L5X SHOWN ARE MOUNTED TO UNDERSIDE OF MEZZANINE. ABOVE MEZZANINE, LIGHT FIXTURES D3, D3X ARE PENDANT HUNG IN ONE-FOR-ONE ARRANGEMENT. 1 (TYP) 2 3 LIGHT FIXTURES L11, L11X SHOWN ARE MOUNTED TO UNDERSIDE OF MEZZANINE. ABOVE MEZZANINE, LIGHT FIXTURES D3, D3X ARE PENDANT HUNG IN ONE-FOR-ONE ARRANGEMENT. 4 OSOS 3OS 3 3333 3 4 4 4 OS 4 4 4OSOS 4 44OSOS 3 3OSOS4 3OS OS OS OS OS OS OS OS OS OSOS OS OS OS OS OS OS OS OS OS OS OS OS OS OS 3 3 OS OS OS OS 11 A B C E F H I J 12 13 14 15 16 17 18 20 21 D G 19 WATER SERVICE 95 SF OFFICE 143 SF FALL PROTECTION 143 SF MEN'S R.R. 210 SF ELECTRICAL SERVICE ROOM 204 SF BIKE STORAGE ROOM 225 SF WOMEN'S R.R. 203 SF JANITORIAL / STORAGE 99 SF EXT. MAINT. / STORAGE 240 SF OFFICE 103 SF OFFICE 103 SF ELECTRICAL LAB 2 2,227 SF ELECTRICAL LAB 1 2,237 SF ELECTRICAL CLASSROOM 3 718 SF ELECTRICAL CLASSROOM 2 547 SF ELECTRICAL CLASSROOM 1 798 SF APPRENTICESHIP 832 SF UNI. R.R. 49 SF FRONT OFFICE 943 SF ELEVATOR SHAFT 91 SF LIBRARY 345 SF IT / COMM. ROOM 99 SF CIRC. 145 SF CIRC. 147 SF ATRIUM 563 SF NAN'S OFFICE 96 SF ENTRY ATRIUM 1,336 SF CIRC. 58 SF CIRC. 422 SF STAIRS 162 SF CONFERENCE / ZOOM ROOM 275 SF STORAGE 23 SF UNI. R.R. 49 SF STORAGE 96 SF STORAGE 97 SF STORAGE 85 SF GAS ALCOVE 23 SF /1 E2.01A L9 L9 L8L8 L8L8 L5 L5X L5 L5XL5XL5 L5X L5 L5X L5 L2L2L2L2 L5X L5 L11AX L11A L11AXL11AL11AXL11A L11AX L11AX L11AL11AXL11AL11AX L11A L11AX L11A L11AX L11A L11AX L7 L7 L7 STORAGE 85 SF L7 L7 L7 D2 L11A D2 D2 D2 L11A L11A L3X L3X 1 2 (TYP) (TYP) 3 3 4 L5 L5 L4A L5 L5 F1X F1X F1X F1X F1 F1 F1 F1 F1 F1 F1 L1 L1X L1X L1 L1 L1X L1X L1X L1 L1X L1 L1X L1X L1 L1 L1X L1X L1X L1 L1X L3 L3 F1F1 F1XF1X F1F1 F1 F1F1 L2 L2 L2 L2X F1 F1 L2 L2 L2 L2X L2 L2X L2 L2X L2 L2 L4A L4A L4A L4A L5 L5 L11A L11A L11A L11A L11AL11A L11AL11A L3 L2 L2 L11A L11A L11A L11A L4AL10 L10 L3X L3X L8 L5 L5 L8 L5 L12 L11A L11A L11AL11A L11AX L11AL11A L11AX L11AL11A L11A L11A L11AX L11A L6X L12 L5 L5L5 L5 L5L5 L11A D3X D3 D3D3 L12 L5 L5L5 L5 L5L5 D3X D3X D3X D3XD3 D3 D3D3X D3 D3D3X 4 4 4 L2 5 (TYP) L6X L6X L6X DS DS DS GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.01B LEVEL 1 - LIGHTING PLAN 11-22 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/16" = 1'-0"1 LEVEL 1 - LIGHTING PLAN 1-22 FLAG NOTES: TYPE-D2 TO BE AIMED AT CATEPILLAR MACHINERY, TYP. LIGHT FIXTURE L7 MOUNTED AT LOWER SIDES OF VISIBLE VOID BETWEEN DROPPED CEILING AND FLOOR PLATE ABOVE. FIXTURE MOUNTED AT 45 DEGREE ANGLE AND AIMED INTO SPACE. TYPICAL OF ALL CORRIDOR "VOIDS." PROVIDE (2) TYPE F3X WALL MOUNTED LIGHTS AT ELEVATOR PIT AND (2) TYPE F3X WALL MOUNTED LIGHTS AT TOP OF HOISTWAY. PIT LIGHTING TO BE MOUNTED 36" AFF. 1 2 3 TYPE D3, D3X TO BE MOUNTED ABOVE ENCLOSED OFFICES BELOW. TYPE L6, L6X TO BE MOUNTED TO VERTICAL SIDE OF WALKWAY AND AIMED DOWN INTO ATRIUM SPACE TO PROVIDE GENERAL ILLUMINATION. TYPICAL OF ALL FIXTURES OF THIS TYPE AT THIS LOCATION. 4 5 1 2 3 4 5 6 7 8 9 10 11 A B C E F H I J 12 13 14 15 16 17 18 20 21 D G 19 NWES0'5'10'20'40' STAFF KITCHEN / BREAKOUT 569 SF HVAC / SHEET METAL LAB 3,391 SF PAINTING CLASSROOM 820 SF HVAC CLASSROOM 738 SF OFFICE 205 SF HVAC CLASSROOM 698 SF OFFICE 199 SF CLASSROOM 489 SF ZOOM / CONFERENCE ROOM 384 SF STORAGE 142 SF INSTRUCTOR LIBRARY 164 SF COPY CENTER 903 SF PRESIDENTS OFFICE 263 SF ADRIANA'S OFFICE 159 SF ELECTRICAL CLASSROOM 4 1,088 SF ELEVATOR SHAFT 91 SF STAIR 173 SF UNI. R.R. 67 SF UNI. R.R. 65 SF ENTRY ATRIUM 575 SF CIRC. 101 SF ACCOUNTING 209 SF MEN'S RESTROOM 342 SF STORAGE / JANITOR 61 SF WOMENS RESTROOM 285 SF CIRC. 73 SF ATRIUM 625 SF CIRC. 434 SF ATRIUM 727 SF CIRC. 464 SF OPEN 246 SF OPEN 303 SF OPEN 538 SF CIRC. 285 SF PRES. CONF. ROOM 220 SF IT ROOM 163 SF CONT. EDUCATION 518 SF ROOF DECK 1 478 SF ROOF DECK 2 839 SF ROOF DECK 3 410 SF ROOF DECK 4 501 SFMECHANICAL PENTHOUSE 1,077 SF STAIR 165 SF ROBIN'S OFFICE 142 SF JACK'S OFFICE 165 SF STACIE'S OFFICE 165 SF JACK'S LIBRARY 155 SF CONF. ROOM 98 SF CIRC. 133 SF ANA'S OFFICE 127 SF STORAGE 85 SF STORAGE 89 SF /1 E2.02A /1 E2.02B E9E9E9E9E9E9E9E9E9E9 E9E9E9 E3X (TYP) E9 E9 E9 E9 E9 E9 E9 E9 E9 E11X E11XE11X E11X E11X E11X E8X E8X E8XE8X E8XE8XE8XE8X E8X E8X E8X E8X E11X E11X E11X E11X E11X E11X E11X E11XE11XE11XE11X E11X E11XE11XE11XE11XE11XE11X E11XE11XE11XE11X E11X E11X E8X E11X 1 2 (TYP) GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.02 LEVEL 2 - LIGHTING PLAN 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/32" = 1'-0"1 LEVEL 2 - LIGHTING PLAN FLAG NOTES: PROVIDE E9 LIGHT FIXTURES IN THESE LOCATIONS ABOVE STEEL CHANNEL AIMED DIRECTLY AT GROUND. 10 DEGREE OPTIC INTENDED TO GRAZE STEEL ARCHITECTURAL ELEMENT. TYPICAL OF ALL LOCATIONS SHOWN. PROVIDE TYPE E11X MOUNTED AT 18" AFF. TYPICAL OF ALL LOCATIONS SHOWN. 1 2 55 5 5OS 444 3333 4 4 4OS OSOS OS OSOS OS OS 1 2 3 4 5 6 7 8 9 10 11 A B C E F H I J D G HVAC / SHEET METAL LAB 3,391 SF PAINTING CLASSROOM 820 SF HVAC CLASSROOM 738 SF OFFICE 205 SF HVAC CLASSROOM 698 SF OFFICE 199 SF ELECTRICAL CLASSROOM 4 1,088 SF MEN'S RESTROOM 342 SF STORAGE / JANITOR 61 SF WOMENS RESTROOM 285 SF ATRIUM 625 SF ATRIUM 727 SF CIRC. 464 SF OPEN 303 SF ROOF DECK 3 410 SF ROOF DECK 4 501 SF MECHANICAL PENTHOUSE 1,077 SF STAIR 165 SF STORAGE 89 SF /1 E2.02B L3 L1X L1 L1 L1 L1 L1 L1L1XL1 L1 L1X L1 L1 L1 L1 L1X L1 L1 L1X L1 L5X L5 L5XL5L5XL5 L5X L5 L5X L11AX L11A L11AX L11AX L11A L11A L11A L11AX L11A L11A L11AX L11AX L11AX L11A L11AX L11A F1 F1 L3 L2X L2 L2X L2 L2X L2 L2XL2XL2X L2 L2 L2 L3 L3 F2X F2X L11B L11B L11B L11B L2XL2XL2XL2X OS OS OS DS DS DS DS GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.02A LEVEL 2 - LIGHTING PLAN 1-11 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/16" = 1'-0"1 LEVEL 2 - LIGHTING PLAN 1-11 FLAG NOTES: XXX1 33OS OS OS3 33 3OS OSOS 33333OS OS OS OS OS OS OS OS OS OS OS OS OS OS 3 11 A B C E F H I J 12 13 14 15 16 17 18 20 21 D G 19 STAFF KITCHEN / BREAKOUT 569 SF CLASSROOM 489 SF ZOOM / CONFERENCE ROOM 384 SF STORAGE 142 SF INSTRUCTOR LIBRARY 164 SF COPY CENTER 903 SF PRESIDENTS OFFICE 263 SF ADRIANA'S OFFICE 159 SF ELEVATOR SHAFT 91 SF STAIR 173 SF UNI. R.R. 67 SF UNI. R.R. 65 SF ENTRY ATRIUM 575 SF CIRC. 101 SF ACCOUNTING 209 SF MEN'S RESTROOM 342 SF STORAGE / JANITOR 61 SF WOMENS RESTROOM 285 SF CIRC. 73 SF ATRIUM 625 SF CIRC. 434 SF OPEN 303 SF OPEN 538 SF CIRC. 285 SF PRES. CONF. ROOM 220 SF IT ROOM 163 SF CONT. EDUCATION 518 SF ROOF DECK 1 478 SF ROOF DECK 2 839 SF ROBIN'S OFFICE 142 SF JACK'S OFFICE 165 SF STACIE'S OFFICE 165 SF JACK'S LIBRARY 155 SF CONF. ROOM 98 SF CIRC. 133 SF ANA'S OFFICE 127 SF /1 E2.02A L9 L9 L8 L8 L8 L8 E4 L11 L11X L11 L11X L11X L11 L11X L11 L11 L11L11X L11L11X L11X L11 L11X L11X L11 L11X L11 L2 L2 L2 L11 L11 L2 L11 L11 L11 L11 L11 L11 L11 L11 L9 L2 L2 L2 L2 L11X L11XL11L11XL11 L11 L11X L11 L11 L11 L11 L11 L11 L11 L11L11L11 L2L2 L2 L2 L2 L2 L2 L5 L11 L11X L11X L11X L11 L11X L11 L11AX L11A L11AX L11A L11A L11AX L11A L11AX L11 L11 L11 L11 D3 D3 D3 D1 D1 D1 D1D1 D1 D1D1 D1 D1 D1 1 (TYP) E4 E4X E4 E4X 2 L2X L2X F1 L2X L2 L2X L2 L2X L2 L2X L2 L2 L3 F1X F1XF1X L2 L2 L4A L4A L4A L4A L4A L4A L10 L10 L11 L11 L3 L2 L2L2L2 F1 F1 F1 L2 L8 L9 L5 L8 L11A L11 L11 L11 L11L11 L3X L3X F1 F1 F1 F1 L11 L11 L11L11 L11 L11 L11 L2 L2 OS OS OS OS OS OS OS OS OS DS DS DS DS DSDS DS DS DS DS DS OS GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.02B LEVEL 2 - LIGHTING PLAN 11-22 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/16" = 1'-0"1 LEVEL 2 - LIGHTING PLAN 11-22 FLAG NOTES: TYPE-D1 TO BE AIMED UP AT WOOD CEILING, TYP. PROVIDE ILLUMINATED HANDRAIL WITH ASYMMETRIC OPTICS FOR ALL EXTERIOR STAIR CASE RAILINGS. 1 2 STORAGE 89 SF 1 2 3 4 5 6 7 8 9 10 11 A B C E F H I J 12 13 14 15 16 17 18 20 21 D G 19 NWES0'5'10'20'40' GENERAL NOTES: 1. REFER TO SHEET E0.01 FOR LIGHTING FIXTURE SCHEDULE. 2. REFER TO SHEET E0.03 FOR LIGHTING CONTROL SEQUENCE SCHEDULE. 3. LIGHTING DRAWINGS TO BE REVIEWED IN CONJUNCTION WITH LIGHT FIXTURE CUT SHEET PACKAGE PROVIDED AS AN ADDENDUM TO LIGHTING DRAWINGS. 4. FINAL LIGHT FIXTURE SELECTIONS AND QUANTITIES MAY COMPLY WITH C406.3 REDUCED LIGHTING POWER DENSITY REQUIREMENTS. 5. ENGINEER OF RECORD TO VERIFY FINAL EXIT SIGN LOCATIONS AND QUANTITIES, TO BE DEVELOPED POST DD SET. 6. EGRESS LIGHTING TO BE POWERED BY EMERGENCY INVERTER. PROVIDE UL924 DEVICES AS REQUIRED TO ALLOW EMERGENCY AND NORMAL POWER FIXTURES TO BE CONTROLLED TOGETHER. 7. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE MOUNTING DETAILS. INQUIRIES REGARDING FIXTURE LOCATIONS AND MOUNTING DETAILS SHALL BE SUBMITTED TO THE ARCHITECT AND LIGHTING DESIGNER PRIOR TO PROCUREMENT OF LIGHT FIXTURES. © 2018 Rhodes Architecture + Light Date: Project Number: Sheet Number: Sheet Title: 4218 SW Alaska St, Suite G Seattle, WA 98116 206 . 933 . 1257 www.rhodesarchitecture.com Tim Rhodes . RA . AIA . Architect Project Address: Project Name: Sheet Size: Directory: Checked By: Drawn By: 30" x 42" DATE ISSUE FOR REFERENCE ONLY NOT FOR CONSTRUCTION E2.03 ROOF LEVEL - LIGHTING PLAN 1300 Bronson Way N. Renton,WA 98057 CITC RENTON Author Checker 24004 2019.08.05 3/32" = 1'-0"1 ROOF LEVEL - LIGHTING PLAN FLAG NOTES: XXX1