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Home My WebLink AboutFamily First Community Center Bid Set PlansOWNEROWNEROWNEROWNER CITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICESCITY OF RENTON, COMMUNITY SERVICES Phone: (425) 430-6617 Email: kbeymer@rentonwa.gov Email: rwoodruff@rentonwa.gov ARCHITECTARCHITECTARCHITECTARCHITECT BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.BAYLIS ARCHITECTS, INC.Phone: (425) 454-0566 Fax: (425) 453-8075 STRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEERSTRUCTURAL ENGINEER COUGHLIN PORTER LUNDEEN Phone: (206) 343-0460 Email: benb@cplinc.com CIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEERCIVIL ENGINEER COUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEENCOUGHLIN PORTER LUNDEEN Phone: (206) 343-0460 Email: keithk@cplinc.com SURVEYORSURVEYORSURVEYORSURVEYOR TERRANETERRANETERRANETERRANE Phone: (425)458-4488 Fax: (425) 671-0170 Email: theresaa@terrane.net TRAFFIC ENGINEERTRAFFIC ENGINEERTRAFFIC ENGINEERTRAFFIC ENGINEER TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW)TRANSPORTATION ENGINEERS NORTHWEST (TENW) Phone: (206) 361-7333 x101 Fax: (206) 361-7333 Email: mikeread@tenw.com LANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECTLANDSCAPE ARCHITECT WEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INCWEISMAN DESIGN GROUP, INC Phone: (206) 322-xxxx Fax: (xxx) xxx-xxxx Email: Nick@wdginc.com GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ----SOILS ENGINEERSOILS ENGINEERSOILS ENGINEERSOILS ENGINEER RILEY GROUPRILEY GROUPRILEY GROUPRILEY GROUP Phone: (425) 415-0551 Fax: (425) 415-0311 Email: rwang@riley-group.com MECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIREMECHANICAL/PLUMBING/FIRE SIDER + BYERSSIDER + BYERSSIDER + BYERSSIDER + BYERS Phone: (206) 285-2966 Email: Nathan@siderbyers.com ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL SIDER + BYERSSIDER + BYERSSIDER + BYERSSIDER + BYERS Phone: (206) 285-2966 Email: ryan@siderbyers.com INTERIORSINTERIORSINTERIORSINTERIORS OBJECT SPACEOBJECT SPACEOBJECT SPACEOBJECT SPACE Phone: (206) 819-5020 Email: dwight@objectandspace.com 1055 S Grady Way Renton, WA 98057 Contact: Kelly Beymer Contact: Russ Woodruff 10801 Main Street, Suite 110 Bellevue, WA 98004 Contact: Meredith Everist 801 Second AVE, Suite 900 Seattle, Washington 98104 Contact: Ben Barlow 801 Second AVE, Suite 900 Seattle, Washington 98104 Contact: Keith Kruger 10801 Main Street, STE 102 Bellevue, WA 98004 Contact: Theresa Auld PO BOX 65254 Seattle, WA 98155 Contact: Mike Read 2329 E Madison ST Seattle, Washington 98112 Contact: Nick Hagan 17522 Bothell Way NE Bothell, WA 98011 Contact: Ricky Wang 192 Nickerson ST, Suite 300 Seattle, Washington 98109 Contact: Nathan Byers 192 Nickerson ST, Suite 300 Seattle, Washington 98109 Contact: Ryan Arp 3445 California AVE SW, Studio 1 Seattle, WA 98116 Contact: Dwight Doty BUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPE 4EA BUILDING SCIENCE4EA BUILDING SCIENCE4EA BUILDING SCIENCE4EA BUILDING SCIENCE Phone: (206) 728-2358 Email: bcarmichael@jrsengineering.com12721 30th Avenue Northeast 2nd Floor Seattle, WA 98125 Contact: Brad Carmichael SUSTAINABILITY SUSTAINABILITY SUSTAINABILITY SUSTAINABILITY ARCH ECOLOGYARCH ECOLOGYARCH ECOLOGYARCH ECOLOGY Phone: (206) 860-2904 Email: nancyh@archecology.com1808 Bellevue Ave #202 Seattle, WA 98122 Contact: Nancy Henderson 1. GENERAL NOTES DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITIES DOCUMENTED IN AIA FORM A201 GENERAL CONDITIONS AND SUPPLEMENTAL GENERAL CONDITIONS OR INFORMATION CONTAINED WITHIN THE DRAWINGS OR PROJECT MANUAL. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH DRAWINGS AND PROJECT MANUAL. 3. CONSULTANT'S DRAWINGS INCLUDING BUT NOT LIMITED TO STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND INTERIOR DESIGN ARE SUPPLEMENTARY TO THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES IDENTIFIED BETWEEN THE CONSULTANT'S DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE DRAWINGS AND PROJECT MANUAL SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION . WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ARCHITECT. 5. THE CONTRACTOR SHALL INVESTIGATE EXISTING CONDITIONS BEFORE BEGINNING WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT INDICATED IN THE DRAWINGS AND PROJECT MANUAL, AND PROVIDED BY OTHERS. 7. THE CONTRACTOR SHALL PROVIDE ALL BLOCKING, BUCK-OUTS, BACKING AND JACKS AS REQUIRED FOR THE WORK, UNLESS NOTED OTHERWISE. 8. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR INSPECTING THE WORKMANSHIP OF SUBCONTRACTORS PRECEDING. DISCREPANCIES IN WORK SHALL BE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO DO SO IN A TIMELY MANNER SHALL BE CONSTRUED AS ACCEPTANCE OF THAT WORK. 9. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK CAUSED BY THE SUBCONTRACTOR, IT'S AGENTS, OR EMPLOYEES. SUBCONTRACTOR SHALL REPAIR SAID DAMAGE AT THE SUBCONTRACTOR'S EXPENSE. 10. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH, INSTALL, CONNECT OR SECURE" AS REQUIRED. 11. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 12. DO NOT SCALE DRAWINGS; USE WRITTEN DIMENSIONS. IN THE EVENT THAT DISCREPANCIES ARE FOUND IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY CLARIFY SAID CONDITION WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 13. ALL INFORMATION RELATED TO EXISTING CONDITIONS HAS BEEN REPRESENTED TO THE BEST KNOWLEDGE OF THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT WOULD EFFECT THE CONSTRUCTION OF THE PROJECT BEFORE STARTING THE WORK. 14. DIMENSIONS ARE TO THE FACE OF FRAMING, FACE OF CONCRETE, GRID LINES, OR CENTERLINE OF COLUMNS, DOORS AND WINDOWS UNLESS NOTED OTHERWISE. 15. REFER TO ARCHITECTS' STANDARDS FOR SYMBOLS AND ABBREVIATIONS FOR CLARITY OF DRAWINGS. IF A SYMBOL OR ABBREVIATION IS IDENTIFIED ON THE ARCHITECTURAL DRAWINGS THAT IS IN DISCREPANCY WITH THE STANDARDS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION. 16. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. PROJECT NAME:PROJECT NAME:PROJECT NAME:PROJECT NAME:FAMILY FIRST COMMUNITY CENTER PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:PROJECT BUILDING PERMIT NUMBER:B20000199 PROJECT ADDRESS:PROJECT ADDRESS:PROJECT ADDRESS:PROJECT ADDRESS:16200 116TH AVE SE TAX ASSESSOR'S #:TAX ASSESSOR'S #:TAX ASSESSOR'S #:TAX ASSESSOR'S #:282305-9034 PROJECT JURISDICTION:PROJECT JURISDICTION:PROJECT JURISDICTION:PROJECT JURISDICTION:CITY OF RENTON SITE AREA: SITE AREA: SITE AREA: SITE AREA: 128,668SF LAND USE ZONING: LAND USE ZONING: LAND USE ZONING: LAND USE ZONING: R-6 OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):OCCUPANCY GROUP (PER IBC 303):A-3, B, E TYPE OF CONSTRUCTIONTYPE OF CONSTRUCTIONTYPE OF CONSTRUCTIONTYPE OF CONSTRUCTION VB BUILDING HEIGHT:BUILDING HEIGHT:BUILDING HEIGHT:BUILDING HEIGHT:31'-3" ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES AND ORDINANCES. ANY CONFLICT WHERE THE METHOD OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE APPLICABLE CODE OR ORDINANCES, THE CODE OR ORDINANCES SHALL GOVERN, IN THE EVENT THIS OCCURS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. SUBSECTIONS OF THE CODE ARE LISTED HERE FOR GENERAL REFERENCE, BUT DO NOT RELEASE THE CONTRACTOR FROM CONFORMING TO ALL APPLICABLE BUILDING CODES AND ORDINANCES APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 WASHINGTON STATE AMENDMENTS TO IBC 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2014 NATIONAL ELECTRICAL CODE ICC/ANSI A117.1-2009 AS INCLUDED IN THE GOVERNING JURISDICTION THE APPLICANT PROPOSES TO DEVELOP A ONE-STORY BUILDING WITH SURFACE PARKING ON PARCEL # 282305-9034. THE PROPOSED PROJECT WILL BE LOCATED SOUTH OF THE EXISTING ELEMENTARY SCHOOL. THE PROPOSED DEVELOPMENT WILL BE A COMMUNITY CENTER WITH APPROXIMATELY 21,100 GSF AND 92 PARKING STALLS. THE PROPOSED COMMUNITY CENTER WILL BE OPEN TO THE GENERAL PUBLIC AND WILL OFFER SERVICES SUCH AS AFTER SCHOOL PROGRAMS AND ACTIVITIES, HEALTH CARE OFFICES WITH LABS, COUNSELING SERVICES, CHILDCARE FOR FACILITY USERS, COMMUNITY GARDEN AND DEMONSTRATION KITCHEN, A GYM, YOGA, DANCE AND FITNESS PROGRAMS. THE CONSTRUCTION TYPE IS V-B. THE PROPOSED BUILDING WILL BE A SUSTAINABLE DESIGN WITH THE GOAL OF LEED SILVER AND WILL INCLUDE SUCH FEATURES AS HEAVY TIMBER WOOD FRAMING AND NATURAL LIGHT. BUILDING MATERIALS: WOOD FRAME CONSTRUCTION INCLUDING GLULAM BEAMS AND COLUMNS, METAL SIDING FOR EXTERIOR WALLS, FIBERGLASS WINDOWS AND PVC ROOF MEMBRANE. S 800 FT OF N 830 FT OF W 840 FT OF NW 1/2 OF NW 1/4 LESS CO RD PROJECT SITE 1. PLUMBING, MECHANICAL AND ELECTRICAL WORK UNDER SEPARATE PERMITS AND PER FIELD INSPECTORS. 2. LIFE SAFETY SYSTEMS. 3. SPRINKLER SYSTEM. 4. GARBAGE ENCLOSURE UNDER SEPARATE PERMIT PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/19/2021 9:41:34 AMA001 COVER SHEET 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/2021ARCHITECTURALARCHITECTURALARCHITECTURALARCHITECTURAL A010a ACCESSIBILITY STANDARDS GENERAL AND COMMON AREAS ARCH A100.a OVERALL SITE PLAN ARCH A100.b SITE PLAN ARCH A101 FLOOR PLAN ARCH A102 ENLARGED FLOOR PLAN ARCH A103 ENLARGED FLOOR PLAN ARCH A104 ROOF PLAN ARCH A105 RCP ARCH A106 FURNITURE, FIXTURE & EQUIPMENT PLAN ARCH A201 EXTERIOR ELEVATIONS ARCH A301 BUILDING SECTIONS ARCH A351 WALL SECTIONS ARCH A352 WALL SECTIONS ARCH A501 ASSEMBLIES ARCH A502 DOOR SCHEDULE ARCH A503 WINDOW SCHEDULE ARCH A504 GALLERY GLAZING ELEVATIONS ARCH A505 COLUMN TRIM CONCEPT ARCH A601 CONCRETE AND SITE DETAILS ARCH A602 EXTERIOR DETAILS ARCH A603 DOOR & WINDOW DETAILS ARCH A604 ROOF DETAILS ARCH A605 INTERIOR DETAILS ARCH A606 SUN SHADE PLAN & DETAILS ARCH SHEET INDEX GENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETSGENERAL INFORMATION AND DATA SHEETS A001 COVER SHEET A002 CODE SUMMARY A003 OCCUPANCY AND EXITING DIAGRAM SURVEYSURVEYSURVEYSURVEY SV 1OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 2OF3 TOPOGRAPHIC & BOUNDARY SURVEY SV 3OF3 TOPOGRAPHIC & BOUNDARY SURVEY CIVILCIVILCIVILCIVIL C000 COVER SHEET C100 DEMOLITION & TESC PLAN C110 CITY OF RENTON DEMOLITION AND TESC DETAILS C111 DEMOLITION & TESC DETAIL C200 GRADING & DRAINAGE PLAN C210 GRADING & DRAINAGE DETAILS C211 GRADING & DRAINAGE DETAILS C212 CITY OF RENTON PAVING DETAILS C213 CITY OF RENTON GRADING AND DRAINAGE DETAILS C220 SITE SECTION C230 RAMP GRADING DETAILS C240 DRAINAGE PROFILES C250 STORMTECH CHAMBER PLAN C251 SC-3500 STORMTECH CHAMBER PLAN C300 PAVING CHANNELIZATION HORIZONTAL CONTROL PLAN C310 PAVING DETAILS C311 CITY OF RENTON PAVING DETAILS C312 CITY OF RENTON PAVING DETAILS C400 UTILITY PLAN C410 UTILITY DETAILS C501 WATER MAIN NOTES AND VICINITY MAP C502 WATER MAIN PLAN C503 CONSTRUCTION PROVISIONS C504 WATER MATERIALS AND SURFACE RESTORATION C505 WATER DETAILS C506 WATER DETAILS C601 SEWER VICINITY PLAN AND NOTES C602 SEWER PLAN AND PROFILE C603 CONSTRUCTION PROVISIONS C604 MATERIALS AND SURFACE RESTORATION C605 SEWER DETAILS STRUCTURALSTRUCTURALSTRUCTURALSTRUCTURAL S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 PLAN NOTES AND LEGENDS S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S301 TYPICAL CONCRETE DETAILS S302 CONCRETE DETAILS S601 TYPICAL WOOD FRAME DETAILS S602 WOOD FRAME DETAILS S603 WOOD FRAME DETAILS S604 SHEARWALL SCHEDULE AND DETAILS PROJECT DATA VICINITY MAP BUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPEBUILDING ENVELOPE BE000 GENERAL NOTES BE010 AIR BARRIER DIAGRAMS BE020 WATERPROOFING ASSEMBLIES BE030 WATERPROOFING EXTENTS BE100 BELOW GRADE DETAILS BE200 WALL DETAILS BE201 WALL DETAILS BE300 FLANGED WINDOW INSTALLATION BE301 NON-FLANGED WINDOW INSTALLATION BE302 FLANGED WINDOW DETAILS BE303 NON-FLANGED WINDOW DETAILS BE304 DOOR & LOUVER DETAILS BE500 ROOF DETAILS BE501 ROOF DETAILS BE502 ROOF DETAILS LANDSCAPELANDSCAPELANDSCAPELANDSCAPE L100 SITE PLAN L200 LANDSCAPE PLAN L201 LANDSCAPE ROOF PLAN, SCHEDULE & DETAILS L202 TREE RETENTION PLAN L203 TREE RETENTION WORKSHEET & DETAILS L300 IRRIGATION PLAN L301 IRRIGATION LEGEND & DETAILS L302 IRRIGATION ROOF PLAN & DETAILS L303 RECORD PLANS OF EXISTING IRRIGATION SYSTEM L400 LANDSCAPE DETAILS L401 LANDSCAPE DETAILS ELECTRICALELECTRICALELECTRICALELECTRICAL E001 COVER SHEET E002 GENERAL NOTES E010 ONE-LINE DIAGRAM E020 SCHEDULE E050 ELECTRICAL SITE PLAN E051 SITE LIGHTING E101 FLOOR PLAN - POWER PLAN E102 MECHANICAL POWER PLAN E103 ROOF PLAN - POWER PLAN E110 ENLARGED POWER PLANS & DETAILS E121 LOW VOLTAGE DEVICE PLAN E200 SCHEDULES - LIGHTING FIXTURE E201 FLOOR PLAN - LIGHTING PLAN E202 LIGHTING CONTROL DETAILS E300 ELECTRICAL DETAILS GENERAL NOTES PROJECT DESCRIPTION LEGAL DESCRIPTION PROJECT DIRECTORY APPLICABLE CODES FAMILY FIRST COMMUNITY CENTER MECHANICALMECHANICALMECHANICALMECHANICAL M001 COVER SHEET M002 SCHEDULES M101 FIRST FLOOR PLAN M102 ENLARGED FLOOR PLAN (HEALTHPOINT) M103 ROOF PLAN M301 DETAILS M302 DETAILS M303 DETAILS M304 DETAILS M401 SECTIONS M402 SECTIONS INTERIORSINTERIORSINTERIORSINTERIORS I-1.0 FLOOR PLAN I-1.1 FLOOR FINISH PLAN I-1.2 INTERIOR RCP PLAN I-3.0 INTERIOR ELEVATIONS I-3.1 INTERIOR ELEVATIONS I-3.2 INTERIOR ELEVATIONS I-3.3 INTERIOR ELEVATIONS I-3.4 INTERIOR ELEVATIONS I-3.5 INTERIOR ELEVATIONS I-3.6 INTERIOR ELEVATIONS I-3.7 INTERIOR ELEVATIONS I-3.8 INTERIOR ELEVATIONS I-3.9 INTERIOR ELEVATIONS I-4.0 CASEWORK I-5.0 SECTIONS I-5.1 SECTIONS I-6.0 DETAILS I-6.1 DETAILS I-7.0 FINISH LEGEND PLUMBINGPLUMBINGPLUMBINGPLUMBING P001 COVER SHEET P002 SCHEDULES P100 FOUNDATION PLAN P101 FLOOR PLAN P102 ENLARGED FLOOR PLAN (HEALTHPOINT) P103 ROOF PLAN P301 DETAILS P302 DETAILS P303 DETAILS P401 SECTIONS MHAMHAMHAMHA HP 100 ENLARGED PLAN - FINISH HP 200 INTERIOR ELEVATIONS HP 201 INTERIOR ELEVATIONS HP 202 INTERIOR ELEVATIONS HP 203 INTERIOR ELEVATIONS HP 300 INTERIOR DETAILS HP 301 INTERIOR DETAILS DEFERRED SUBMITTALS NO. DESCRIPTION DATE 2 PERMIT REVIEW COMMENT REVISION 2 4/20/2020 A1011SIMDETAIL TAGW/FLAGSDETAIL NUMBERFLAG ORIENTATION AS REQUIREDSHEET WHERE DETAIL OCCURSINFORMATION MODIFER AS NEEDEDA1011SIMDETAIL NUMBERSHEET WHERE DETAIL OCCURSINFORMATION MODIFER AS NEEDEDDETAIL TAGW/CALLOUTLOOPDETAIL AREA LOOPBUILDINGSECTIONTAGINFORMATION MODIFIERSECTION NUMBER OR I.D.SHEET WHERE SECTION OCCURSSECTION LINE -EITHER CONTINOUS0R GAPPEDWALLSECTIONTAGINFORMATION MODIFIERSECTION NUMBER OR I.D.SHEET WHERE SECTION OCCURSSECTION LINE -EITHER CONTINOUS0R GAPPEDSECTION FLAG -DIRECTION CAN BEUP OR DOWN, LEFT OR RIGHT, ASOCCURS TO SECTION CONDITIONNA101MATCHLINETAGSHEET LOCATION OF OTHER VIEWCONDITIONORIENTATION OF REMAINING VIEWLOCATIONINDICATES CURENT VIEW DIRECTIONNOTE: TAG OCCURS TYPICALLYAT EACH END OF MATCH LINEAGRID LINE& TAGGRID TAG LETTER OR NUMBERGRID LINE1iDOORTAGDOOR NUMBER -TYPE ORINSTANCE -SEE DOORSCHEDULEAWINDOWTAGWINDOW TYPE IDENTIFIERWALL,FLOOR, OR ROOF TAGASSEMBLY TYPE VALUE -SEE ASSEMBLIES SHEET FOR SPECIFICCONDITIONAHRR@MTM201' - 0"STAIRTAGHANDRAILTAGSTAIR NUMBERSTAIR TYPERISER COUNT AND HEIGHTHANDRAIL NUMBERA.F.F.CL11'-0"CEILINGTAGCEILING TYPE NUMBERHEIGHT ABOVE ADJACENT SURFACELEADER OPTIONALELEVATION LEVEL LINE & TAGLEVEL / ELEVATION HEIGHT NAMESEA LEVEL ELEVATION VALUELEVEL LINE21084161/8"=1'-0"KEYNOTETAGKEYNOTE ID1LCOMMERCIALPARKING STALLTAGOPTIONAL STALL INFORMATIONSTALL TYPESTALL NUMBERBOX SYMBOL OPTIONCASEWORK,FURNITURE,& EQUIPMENTTAGCW1OBJECT NUMBER OR I.D.GRAPHIC SCALEBARDRAWING SCALE GRAPHIC SCALE BARA10129292929EXTERIORELEVATIONTAGELEVATION NUMBER AND ELEVATION VIEW DIRECTIONSHEET NUMBER WHERE ELEVATION IS LOCATEDINTERIORELEVATIONTAGA1011111ELEVATION NUMBER AND ELEVATION VIEW DIRECTIONSHEET NUMBER WHERE ELEVATION IS LOCATEDEW11A101SIM1A101SIM1A101SIMNAMEELEVATION&And@At CenterlineØDiameterProperty Line/PlateA.B.Anchor BoltABVAboveACOAcousticalACTAcoustical Ceiling TileADJAdjustable, AdjustAFFAbove Finish FloorALAluminumALTAlternateAPPROXApproximateARCHArchitect/ArchitecturalBDBoardBDRMBedroomBLDGBuildingBLKBlock / BlockingBLWBelowBOTBottomBTWBetweenCABCabinetCIPCast-in-PlaceCJControl JointCLGCeilingCLRClearanceCMUConcrete Masonry UnitCOLColumnCOMPCompositionCONCConcreteCONDConditionCONSTConstructionCONTContinuousCONTRContractorCORRCorridorCPTCarpetCSMTCasementCTRCenter, CounterD.DryerDBLDouble DEPTDepartmentDHDouble HungDIADiameterDIMDimensionDISPDisposal, DispenserDNDownDRDoorDSDownspoutDTLDetailDW DishwasherDWGDrawingEEastEAEachEJExpansion JointELECElectricalELEVElevation / ElevatorENCLEnclosureENGEngineerEQEqualEQUIPEquipmentESEach SideESMTEasementEWEach WayEXISTExistingEXPExpansionEXPOSExposure / ExposedEXTExteriorEXTRExtrudedFA Fall ArrestFBFlat Bar, Flush BeamFDFloor DrainFFFinish FloorFFHBFrost-Free Hose BibbFHFire HydrantFINFinishFIXTFixtureFLFloor LineFLASHFlashingFLRFloor / FlooringFLUORFluorescentFOBFace of BeamFMFromFNDFoundationFOCFace of ConcreteFOFFace of FinishFOMFace of MasonryFOSFace of StudFOWFace of WindowFPFireplace / FireproofingFRMGFramingFTFoot / FeetFTGFootingFXFixedGAGaugeGALVGalvanizedGBGrab BarGCGeneral ContractorGRNDGroundGSFGross Square FootGWBGypsum Wall BoardGYPGypsumHBHose BibbHDRHeaderHDWDHardwoodHORHorizontalHRHourHTHeightHWTHot Water TankINInchINFOInformationINSULInsulation / InsulateINTInteriorJANJanitorJSTJoistJiontJointKITKitchenLAMLaminatedLAVLavatoryLBPoundLTLightLT WTLight WeightMMaster (as in "M Bath)MAXMaximumMECHMechanicalMEMBMembraneMFRManufacturerMINMinimumMIRMirrorMISCMiscellaneousMOMasonry OpeningMTMounted / MountMTLMetalMULMullionNNorthNECNecessaryNONumberNOMNominalNTSNot to ScaleNANot ApplicableNON-COMBNon-CombustibleNLNight LightOAOverallOCOn CenterOFOverflow DrainOHGOverhangOPGOpeningOPPOppositeOVHDOverheadO/OverPERFPerforatedPERPPerpendicularPKT DRPocket DoorPLBGPlumbingPLWDPlywoodPNTPaint / PaintedPSFPounds Per Square FootPSIPounds Per InchPTDPaper Tower DispenserPTRPaper Tower ReceptaclePTPressure TreatedRRiser / RadiusRDRoof DrainRECESRecessedREFRefrigeratorREINFReinforced / ReinforcementREQRequired / RequirementRORough OpeningRMRoomRTGRetainingRUBRubberRWLRain Water LeaderSSouthSCHDScheduleSDSoap DispenserSECTSectionSFSquare FeetSGSafety GlassSGDSliding DoorSHSingle HungSHTGSheathingSHTSheetSIMSimilarSNDSanitary Napkin DispenserSNRSanitary Napkin ReceptacleSOFSoffitSPECSpecification / SpecificationsSQSquare S.SStainless SteelSTDStandardSTLSteelSTORStorageSTRUCTStructuralSYSSystemTBTower BarTELTelephoneTGTempered GlassTHKThicknessTHSDThresholdTHRUThroughTOCTop of CurbTOPTop of PavementTOWTOP of WallTVTelevisionTYPTypicalUNOUnless Noted OtherwiseVPVapor BarrierVTRVent Through RoofVERTVerticalVESTVestibuleVNLVinylVIFVerify in FieldWWestW/WithWDWoodWDWWindowW.MWater Meterw/oWithoutWPWaterproofingW.RWater ResistantWTWeightYDYardCLLPACCESS AISLETYPICAL PARKING STALL SIZES-STANDARD9'-0" (W) x 20'-0" C-COMPACT8'- 6" (W) x 16'-0" ACCESS AISLEVANBARRIER -FREEBARRIER -FREE VANOR 96" VAN AND 96" AISLEWH6"MIN60"MIN48"MIN96"60"MIN132"60"VARIES228"CURRENTLY THERE IS NO APPLICABLE LAND USE IDENTIFIED IN THE RENTON CITY CODE THAT FITS THE INTENDED USES OF THE PROPOSED DEVELOPMENT RELATIVE TO THE CITY OF RENTON PARKING REQUIREMENT. TO DETERMINE PARKING DEMAND THE INSTITUTE OF TRANSPORTATION ENGINEERS PARKING GENERATION, FIFTH EDITION, 2019 WAS USED. BASED UPON RECREATIONAL COMMUNITY CENTER AND CLINIC, DIRECT APPLICATION OF PUBLISHED RATES ESTIMATES THE PEAK DEVELOPMENT PARKING DEMAND AT A TOTAL OF 92 PARKING STALLS.THE PROJECT WILL ADD 92 PARKING SPACES, THIS INCLUDES 90 STALLS ON THE COMMUNITY CENTER PARCEL PLUS TWO STALLS THAT WILL BE ADDED TO A PORTION OF THE SCHOOL PARKING THAT WILL BE RECONFIGURED WITH THIS WORK. THE AREA TO BE RECONFIGURED CURRENTLY HAS 27 EXISTING STALLS. THE RECONFIGURED LOT WOULD TOTAL 29 STALLS. FOR THE COMMUNITY CENTER USE, A TOTAL OF 119 STALLS ARE PROPOSED, 90 ON-SITE PLUS 29 SHARED WITH THE SCHOOL. COMPACT STALLS ALLOWED 36 STALLS (30%)COMPACT STALLS PROPOSED 32 STALLSBICYCLE PARKING REQUIRED 9 (10% OF REQUIRED PARKING SPACES)BICYCLE PARKING PROPOSED 9PARKINGPARKINGPARKINGPARKINGIMPERVIOUS AREAPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:18 PMA002CODE SUMMARY16-0996DS, CL, NCMEFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/2021BUILDING CODE DATAIBC OCCUPANCY CLASSIFICATION - NON SEPARATED MIXED USEOCCUPANCY GROUPSOCCUPANCY GROUPSOCCUPANCY GROUPSOCCUPANCY GROUPS: A-3 B ECONSTRUCTION TYPECONSTRUCTION TYPECONSTRUCTION TYPECONSTRUCTION TYPE: V-B, SPRINKLEREDBUILDING TO BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1. NONSEPARATED OCCUPANCIES: BUILDING AREA AND HEIGHT OF THE BUILDING IS BASED ON THE MOST RESTRICTIVE ALLOWANCE FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION.TABLE 504.3 - ALLOWABLE BUILDING HEIGHTBUILDING HEIGHTBUILDING HEIGHTBUILDING HEIGHT, SPRINKLEREDOCCUPANCY A, B, E - CONSTRUCTION TYPE VB - 60 FEETBUILDING HEIGHT PROPOSED: 31'-3" BUILDING HEIGHT APPROVED (PER VARIANCE): 33'-3"TABLE 504.4 - ALLOWABLE STORIESSTORIESSTORIESSTORIES ABOVE GRADE PLANE, SPRINKLEREDOCCUPANCY A-3 - CONSTRUCTION TYPE VB - 2 STORIES**A-3 OCCUPANCY IS MOST RESTRICTIVEBUILDING STORIES PROPOSED: 1 STORYTABLE 506.2 - ALLOWABLE AREA FACTOR, ALLOWABLE AREA FACTOR, ALLOWABLE AREA FACTOR, ALLOWABLE AREA FACTOR, S1 SPRINKLERSOCCUPANCY A-3 - CONSTRUCTION TYPE VB - 24,000 SF PER FLOORBUILDING AREA PROPOSED = 21,164 SF TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: UNDER TYPE VB CONSTRUCTION, ALL BUILDING ELEMENTS MAY BE NONRATED. TABLE 602 - FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (FSD): ALL EXTERIOR WALLS HAVE A FSD > 10'-0", THEREFORE EXTERIOR WALLS FOR PROPOSED OCCUPANCIES MAY BE NON-RATED.TABLE 705.8 - MAX EXTR WALL OPENINGS BASED ON FSD: FSD IS > 20'-0" AND THE BUILDING IS SPRINKLERED. THEREFORE THERE IS NO LIMIT TO THE AREA OF OPENINGS IN THE EXTERIOR WALL. LAND USE INFORMATIONPARCEL DATAPARCEL DATAPARCEL DATAPARCEL DATAJURISDICTION: CITY OF RENTONTAX PARCEL #: 282305-9034PRE-APP FILE NO: PRE 18-000482LAND USE PERMIT NO: LUA 19-000212 ZONING: R-6 (PROPERTY TYPE C)COMP PLAN: RMD (MD)SITE AREA: 648,141 SF (14.88 ACRES) - EXISTING128,668 SF (2.95 ACRES) - SHORT PLATDEVELOPMENT STANDARDSDEVELOPMENT STANDARDSDEVELOPMENT STANDARDSDEVELOPMENT STANDARDSREQUIRED SETBACKSFRONT YARD: 25 FEETREAR YARD: 25 FEETSIDE YARD: 15 FEET (COMBINED 15 FT W/ 5 FT MIN ON EITHER SIDE)BUILDING HEIGHT ALLOWED: 24 FT MAXIMUM WALL PLATEBUILDING HEIGHT PROPOSED: 31'-3" FT (PER APPROVED VARIANCE) IMPERVIOUS SURFACE ALLOWED: 55% (LOT AREA+ROW DEDICATION) X 55% (128,668 + 492) X 55% = 71,038 SFIMPERVIOUS SURFACE PROPOSED: 55% (IMS + ROW DEDICATION) X 55% (70,598+158) =70,756 SFMAX BLDG COVERAGE ALLOWED: 40% 51,664 SFBLDG COVERAGE PROPOSED: 17% 22,495 SFABBREVIATIONSARCHITECTURAL SYMBOLSCOMMUNITY & EXHIBITION HALLS, GYMNASIUMS, LECTURE HALLSCIVIC ADMINISTRATION, CLINIC (OUTPATIENT), LABORATORIES, TRAINING & SKILL DEVELOPMENTEDUCATIONAL, DAY CAREREFUSE AND RECYCLABLES STANDARDSREFUSE AND RECYCLABLES STANDARDSREFUSE AND RECYCLABLES STANDARDSREFUSE AND RECYCLABLES STANDARDSMINIMUM SIZE: IN OFFICE, EDUCATIONAL AND INSTITUTIONAL DEVELOPMENTS, A MINIMUM OF 2 SQFT PER EVERY 1000 SQFT OF BUILDING GROSS FLOOR AREA SHALL BE PROVIDED FOR RECYCLABLES DEPOSIT AREAS AND A MINIMUM OF 4 SQFT PER 1000 SQFT OF BUILDING GROSS FLOOR AREA SHALL BE PROVIDED FOR REFUSE DEPOSIT AREAS. A TOTAL MINIMUM AREA OF 100 SQFT SHALL BE PROVIDED FOR RECYCLING REFUSE DEPOSIT AREAS. REFUSE AND RECYCLE AREA PROPOSED: 21,113/1000 X (2+4) = 127 SQFTSCREENING OF DEPOSIT AREAS: GARBAGE DUMPSTER, REFUSE COMPACTOR AREAS, AND RECYCLING COLLECTION AREAS MUST BE FENCED OR SCREENED. A SIT FOOT (6') WALL OR FENCE SHALL ENCLOSE ANY OUTDOOR REFUSE OR RECYCLABLES DEPOSIT AREA. MINIMUM GATE OPENING AND MINIMUM VERTICAL CLEARANCE:ENCLOSURES FOR OUTDOOR REFUSE OR RECYCLABLES DEPOSIT AREAS/COLLECTION POINTS AND SEPARATE BUILDING USED PRIMARILY TO CONTAIN A REFUSE OR RECYCLABLES DEPOSIT AREA/COLLECTION POINT SHALL HAVE GATE OPENING AT LEAST 12' WIDE FOR HAULERS. IN ADDITION, THE GATE OPENING FOR ANY SEPARATE BUILDING OR OTHER ROOFED STRUCTURE USED PRIMARILY AS REFUSE OR RECYCLABLES DEPOSIT AREA/COLLECTION POINT SHALL HAVE A VERTICAL CLEARANCE OF AT LEAST 11', BUT NO MORE THAN 14'.PLEASE REFER TO TOTAL BUILDING PERFORMANCE REPORT AS SUBMITTED PER 2015 WASHINGTON STATE ENERGY CODE SECTION C407 FOR PROPOSED DESIGN IN COMPLIANCE TO ENERGY CODE REQUIREMENT.ENERGY CODE NOTESNO. DESCRIPTION DATE1 PERMIT REVIEWCOMMENTREVISION3/6/202010/20/2021 79' -2" (1/3 OF EXIT DISTANCE, SPRINKLERED)237' -5"12' -4"44' -2"DNDNDN21' -9"15' -7"8' -10"35' -11"27' -7"5' -0"16' -2"19' -6"38' -0" (1/3 OF EXIT DISTANCE, SPRINKLERED)113' -11"11' -2" (1/3 OF EXI T DISTANCE, SPRINKL ERED)33' -5"STAFFCARRELS130CHECK-IN131VESTIBULE101LOBBY102MTG ROOM103DEMONSTRATIONKITCHEN104STOR105MAKERSPACE 1 &2106GALLERY133SPONSADMIN129SPONSOR128LUNCHROOM124TEENROOM123YOUTHROOM122BABY-TODDLERROOM119ELEC RM115ADMIN121WOMEN'SLOCKERS114.1MEN'SLOCKERS113.1WOMEN'SRESTROOM114CHECK-INHP102WAITINGROOMHP101GROUP EDHP118WORKROOMHP103CORRHP117CLINIC MGRHP104COUNSELING2HP106DENTALEQUIPHP107DENTALEXAMHP108MEDICALPODHP109PANOHP110SRVR RMHP113STAFF RRHP111MEDHP112EXAM RM 6HP124EXAM RM 5HP123EXAM RM 4HP122EXAM RM 3HP121EXAM RM 2HP120EXAM RM 1HP119DANCE/CLASS107FITNESSROOM108GYMNASIUM110STOR111FIRE &WATER112MEN'S RR127WOMEN'SRR126LNDRY125JAN118JAN116FAMILY RR117RR120LAB/STERILEHP114RRHP115PHLEBHP116ADMINCORR3434R 75' - 0"F.E.R 75' - 0"F.E.R 75' - 0"F.E.MEN'SRESTROOM113133'-6 1/2"F.E.R 75' - 0"20'-8 1/2"96'-4 1/2"30'-5 1/2"MEANS OF EGRESS MAX. EXIT ACCESS TRAVEL DISTANCE:(IBC TABLE 1017.2)MAX. COMMON PATH OF EGRESS(IBC TABLE 1006.2.1)TYPICAL CORRIDOR WIDTH (IBC TABLE 1020.2)REQUIRED ALLOWED/PROVIDED250 FT109.7 FT75 FT46.2 FT44 IN57 INSEE EXITING DIAGRAM FOR PROPOSED EXITING ROUTES, EXIT WIDTHS, AND OCCUPANT LOADS. OCCUPANT LOAD SIGNAGE TO BE POSTED FOR EACH SPACE WITH AN ASSEMBLY OCCUPANCY.DOORS REQUIRE MINIMUM CLEAR WIDTH OF 32" AND MINIMUM HEIGHT OF 80". SEE DOOR SCHEDULE FOR ACTUAL DOOR SIZES. DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL FOR OCCUPANT LOADS OVER 50. PROVIDE PANIC HARDWARE WHERE OCCUPANT LOADS EXCEED 100. MAXIMUM TRAVEL DISTANCE FOR A AND E OCCUPANCIES WHEN BUILDING IS SPRINKLERED = 250'-0". THIS IS THE MOST RESTRICTIVE REQUIREMENT FOR BUILDING OCCUPANCIES AND THEREFORE GOVERNS. MINIMUM CORRIDOR WIDTH IS 44".DEAD END CORRIDORS SHALL BE LIMITED TO 20 FEET, EXCEPT FOR OCCUPANCY GROUPS B & E WHERE THE BUILDING IS EQUIPPED WITH AUTOMATIC SPRINKLERS, THE LENGTH OF DEAD END CORRIDORS SHALL NOT EXCEED 50'.LEGENDEGRESS COMMON PATH OF TRAVELEGRESS TRAVEL PATHFIRE EXTINGUISHERF.E.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:21 PMA003OCCUPANCY ANDEXITING DIAGRAM16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211/8" = 1'-0"1FLOOR PLAN - EGRESS PLANOCCUPANCY SCHEDULE NO. NAME AREAGROSS/NETOCC FACTOR CLASSIFICATIONOCCLOADREQ. EGRESSWIDTHNO. OF EXITSREQ.129 SPONS ADMIN 146 SF Gross 100 SF Business area2 0.4 1130 STAFF CARRELS 382 SF Gross 100 SF Business area4 0.8 1131 CHECK-IN 186 SF Gross 100 SF Business area2 0.4 1132 ADMIN CORR 144 SF Gross 100 SF Business area2 0.4133 GALLERY 1802 SF Gross 0 SF Circulation - occupant load does not apply1134 EXIT 102 SF Net 30 SF Exhibit gallery and museum3 0.6HP101 WAITING ROOM 262 SF Net 15 SF Assembly without fixed seats - unconcentrated 17 3.4 1HP102 CHECK-IN 176 SF Gross 100 SF Business area2 0.4 1HP103 WORK ROOM 102 SF Gross 100 SF Business area2 0.4 1HP104 CLINIC MGR 119 SF Gross 100 SF Business area2 0.4 1HP106 COUNSELING 2 119 SF Gross 100 SF Outpatient areas2 0.4 1HP107 DENTAL EQUIP 86 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1HP108 DENTAL EXAM 260 SF Gross 100 SF Outpatient areas3 0.6 1HP109 MEDICAL POD 252 SF Gross 100 SF Business area3 0.6 1HP110 PANO 58 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1HP111 STAFF RR 70 SF Gross 0 SF Restrooms - occupant load does not apply1HP112 MED 63 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1HP113 SRVR RM 67 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1HP114 LAB/STERILE 174 SF Gross 100 SF Business area2 0.4 1HP115 RR 61 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1HP116 PHLEB 43 SF Gross 100 SF Outpatient areas1 0.2 1HP117 CORR 869 SF Gross 100 SF Business area9 1.8 1HP118 GROUP ED 291 SF Net 20 SF Educational Classroom area14 2.8 1HP119 EXAM RM 1 123 SF Gross 100 SF Outpatient areas2 0.4 1HP120 EXAM RM 2 123 SF Gross 100 SF Outpatient areas2 0.4 1HP121 EXAM RM 3 124 SF Gross 100 SF Outpatient areas2 0.4 1HP122 EXAM RM 4 123 SF Gross 100 SF Outpatient areas2 0.4 1HP123 EXAM RM 5 124 SF Gross 100 SF Outpatient areas2 0.4 1HP124 EXAM RM 6 135 SF Gross 100 SF Outpatient areas2 0.4 1HP 105 CONSELING 1 117 SF(none)HP 117 CORR 194 SF Net 30 SF Exhibit gallery and museum6 1.2TOTAL OCCUPANCY LOAD442OCCUPANCY SCHEDULE NO. NAME AREAGROSS/NETOCC FACTOR CLASSIFICATIONOCCLOADREQ. EGRESSWIDTHNO. OF EXITSREQ.101 VESTIBULE 135 SF Gross 0 SF Circulation - occupant load does not apply102 LOBBY 312 SF Gross 0 SF Circulation - occupant load does not apply103 MTG ROOM 568 SF Net 7 SF Assembly without fixed seats - chair only (concentrated) 74 14.8 2104 DEMONSTRATIONKITCHEN203 SFNet50 SF Shops and other vocational room areas 3 0.6 1105 STOR 59 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1106 MAKER SPACE 1 & 2 1254 SF Net 50 SF Shops and other vocational room areas 23 4.6 1107 DANCE/CLASS 693 SF Gross 50 SF Exercise rooms14 2.8 1108 FITNESS ROOM 1003 SF Gross 50 SF Exercise rooms21 4.2 1109 STOR 178 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1110 GYMNASIUM 6722 SF Gross 50 SF Exercise rooms135 27 2111 STOR 118 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1112 FIRE & WATER 159 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1113 MEN'S RESTROOM 239 SF Gross 0 SF Restrooms - occupant load does not apply1113.1 MEN'S LOCKERS 159 SF Gross 50 SF Locker rooms4 0.8 1114 WOMEN'S RESTROOM 233 SF Gross 0 SF Restrooms - occupant load does not apply1114.1 WOMEN'S LOCKERS 157 SF Gross 50 SF Locker rooms4 0.8 1115 ELEC RM 132 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1116 JAN 35 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1117 FAMILY RR 64 SF Gross 0 SF Restrooms - occupant load does not apply1118 JAN 18 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1119 BABY-TODDLER ROOM 364 SF Net 35 SF Day care9 1.8 1120 RR 30 SF Gross 0 SF Restrooms - occupant load does not apply1121 ADMIN 127 SF Gross 100 SF Business area2 0.4 1122 YOUTH ROOM 323 SF Net 35 SF Day care9 1.8 1123 TEEN ROOM 424 SF Net 35 SF Day care12 2.4 1124 LUNCH ROOM 459 SF Net 15 SF Assembly without fixed seats - unconcentrated 28 5.6 1125 LNDRY 52 SF Gross 300 SF Accessory storage, mechanical, equipment rooms 1 0.2 1126 WOMEN'S RR 64 SF Gross 0 SF Restrooms - occupant load does not apply1127 MEN'S RR 63 SF Gross 0 SF Restrooms - occupant load does not apply1128 SPONSOR 266 SF Gross 100 SF Business area3 0.6 121084161/8"=1'-0"MIN. NUMBER OF EXITS REQUIRED: 2NUMBER OF EXITS PROPOSED:5NO. DESCRIPTION DATE10/20/2021 116TH AVE S.E. 119TH AVE S.E.S.E. 163RD STCITY OF SEATTLE PIPELINE ROW30'ROW30'ROW30'ROW CITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411004PR:18-000336 TRO-40-4110 N.T.S.CONTROL MAPLEGAL DESCRIPTIONBASIS OF BEARINGSREFERENCESSURVEYOR'S NOTESLEGENDVERTICAL DATUMVICINITY MAPN.T.S.SITESCHEDULE B ITEMSHORIZONTAL DATUMN15025ED W INJ.GREEPROFESIONALNDSUV EYO RSLA R STA T E OFWASHINGTONREGISTEREDJR.10/20/2021 116TH AVE SE30'ROW 30'ROWCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411004PR:18-000336 TRO-40-4110 LEGENDN15025ED W INJ.GREEPROFESIONALNDSUV EYO RSLA R STA T E OFWASHINGTONREGISTEREDJR.10/20/2021 116TH AVE SECITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDSTED-40-4110 FAMILY_FIRST_COMMUNITY_CENTERCIVIL_CONSTRUCTION_PERMITNW 1/4 OF NW 1/4 SEC 28, TWP. 23N., RGE 05E., W.M. 16022 116TH AVE SE, RENTON, WA 98058PARCEL NO. 2823059034FAMLY_FIRST_COMMUNITY_CENTER---- LUA:19-000212 C:19-006718FAMLY_FIRST_COMMUNITY_CENTERR-411001PR:18-000336 TRO-40-4110 LEGEND1" = 20'TOPO2020ENTRANCEN15025ED W INJ.GREEPROFESIONALNDSUV EYO RSLA R STA T E OFWASHINGTONREGISTEREDJR.10/20/2021 Construction Sequence:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETINGMUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTSCONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES.CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSEDCONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555.3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.5.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PERDEMOLITION AND T.E.S.C PLAN, SHEET C100.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS. CITY ORDINANCE REQUIRES THAT ALLFIRE HYDRANTS AND ASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED AND INSERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.8.INSTALL UTILITIES AND ALL SURFACE IMPROVEMENTS.9.VEGETATE AND STABILIZE SITE.10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.12.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON CONSTRUCTION OFNORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERNDRIVEWAY TO BE COMPLETED DURING SUMMER AND FINISHED BY BEGINNING OF SCHOOLSESSION.SurveyorCivil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: AARON FJELSTAD, PETERRANE SURVEYING10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004(425) 458-4488 CONTACT: EDWIN GREEN JR, PSSheet IndexC000COVER SHEETC100DEMOLITION & TESC PLANC110CITY OF RENTON DEMOLITION AND TESC DETAILSC111DEMOLITION & TESC DETAILC200GRADING & DRAINAGE PLANC210GRADING & DRAINAGE DETAILSC211GRADING & DRAINAGE DETAILSC212GRADING & DRAINAGE DETAILSC213CITY OF RENTON GRADING & DRAINAGE DETAILSC220SITE SECTIONSC230RAMP GRADING DETAILSC240DRAINAGE PROFILESC250SC-310 STORMTECH CHAMBER PLANC251MC-3500 STORMTECH CHAMBER PLANC300PAVING, CHANNELIZATION, HORIZONTAL CONTROL PLANC310PAVING DETAILSC311CITY OF RENTON PAVING DETAILSC312CITY OF RENTON PAVING DETAILSC400UTILITY PLANC410UTILITY DETAILSC501WATER MAIN NOTES AND VICINITY MAPC502WATER MAIN PLANC503CONSTRUCTION PROVISIONSC504WATER MATERIALS AND SURFACE RESTORATIONC505WATER DETAILSC506WATER DETAILSC601SEWER VICINITY MAP AND NOTESC602SEWER PLAN AND PROFILEC603CONSTRUCTION PROVISIONSC604MATERIALS AND SURFACE RESTORATIONC605SEWER DETAILSFamily First Community CenterRenton, Wa 98058Bid SetOctober 20, 2021Vertical DatumHorizontal DatumNAD 83/91NAVD 88Basis of BearingsA BEARING OF N 01°46'57" E PER R1BenchmarkCITY OF RENTON BENCHMARK NO. 1640(LOCATION)ELEV ON DISC= 466.085'Site InformationSITE INFORMATIONTOTAL SITE AREA: 109,336 SF (2.51 AC)EXISTING CONDITIONSIMPERVIOUS AREA22,651 SF (0.52 AC)PERVIOUS AREA (LANDSCAPE)89,298 SF (2.05 AC)TOTAL111,949 SF (2.57 AC)DEVELOPED CONDITIONSIMPERVIOUS AREA90,605 SF (2.08 AC)PERVIOUS AREA (LANDSCAPE)21,344 SF (0.49 AC)TOTAL111,949 SF (2.57 AC)Vicinity MapNTSLegal Description(LEGAL DESCRIPTION PER R1)THE SOUTH 800 FEET OF THE NORTH 830 FEET OF THE WEST816.75 FEET OF THE NORTHWEST QUARTER OF SECTION 28,TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,WASHINGTON; EXCEPT THE WEST 30 FEET THEREOFCONVEYED TO KING COUNTY FOR 116TH AVE SE BY DEEDRECORDED UNDER RECORDING NO. 5091695; TOGETHERWITH THAT PORTION OF THE SOUTH 800 FEET OF THENORTH 830 FEET OF THE NORTHWEST QUARTER OFSECTION 28, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., INKING COUNTY, WASHINGTON, LYING WESTERLY OF THE PLATOF CASCADE HILLS NO. 2, ACCORDING TO THE PLATTHEREOF RECORDED IN VOLUME 61 OF PLATS, PAGES 13AND 14, IN KING COUNTY WASHINGTON; EXCEPT THE WEST816.75 FEET THEREOF.Civil AbreviationsCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEVAEMERGENCY VEHICLE ACCESSEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSCWSDSOOS CREEK WATER AND SEWER DISTRICTSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATE DEPARTMENTOF TRANSPORTATIONProject Notes1.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING ANDCONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTINGPUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES AREDAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THECONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWASUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OFCONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.2.WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFYTHE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.3.ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK INGENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT AS WELL AS SPECIFICATION DIVISION31 AND THE PROJECT PLANS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCEEXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THISREESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITIONOR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120.5.CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN ANDOTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACTMEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS-BUILT DRAWINGS.6.SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN.7.UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THATALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TODETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATEPROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.16022 116th Avenue SESurface Water Notes (City of Renton Standard Plans 267.00 and 267.10)THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTESON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAYSTRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOREDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THESURFACE WATER STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THECITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TOCONSTRUCTION.3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OFTHE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARDSPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKSASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION ORVARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TOTHE CITY.4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANYOTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS,AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACEWATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THEAPPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROMAVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THESOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OFALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT DRAWINGS ALLUNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELYNOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISEAPPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS.8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLEPAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BECOMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BYTHE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITYTRENCH RESTORATION STANDARDS.10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERESHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BEADJUSTED TO THE GRADE AS STAKED.11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANYCONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENTSTATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OFREQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON AUNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN220.00, 220.10, AND 220.20.13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING LIDSPER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLIDLIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTINGRUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THECITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDEPUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDINGSETBACKS LINES OF THE RENTON SWDM.16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTERPAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISESHOWN.17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO AMINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCHROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING.19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELYCONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BYTHE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM"SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCESYSTEM PER THE CITY STANDARD PLAN 227.00.21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE,AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTEDBY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BESUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT.23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THEWSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BETESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAINTHE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOILOR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00.25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUINGLEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATIONFOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION.26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TOPROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMALTRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARDSPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OFTHE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVELLANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDEDWHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH ANON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHESPER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES.COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT.COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENTSURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT ISCONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEETOF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FORLARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLYMOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTEDUSING ASTM C1781.Erosion And Sediment Control (ESC) Notes (City of Renton Standard Plan 268.00) THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL(ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBYREFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THEAPPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFICASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONGTHE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY)CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THECITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATERGENERAL PERMIT.3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BEFOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESCREQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATIONPRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING ANDPROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL(RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYONDTHE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISORFOR THE DURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FORTHE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS,MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOTOCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANEDTHOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENTSEDIMENT FROM ENTERING WATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY.DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OFEXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TOPREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESCBMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION ISCOMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION ISCOMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THEIMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITYOF THE APPLICANT.8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OFPROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITECONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALLANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE.DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESSANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVEMINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVINGDRAINAGE SYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NORLOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THECITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURINGTHE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGHSEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING,PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESSOTHERWISE APPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN(7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THECITY.16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTIONAREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASININSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINSAND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADENWATER INTO THE DOWNSTREAM SYSTEM.18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THENECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELYFUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SOTHAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS,BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOIDSEDIMENTATION AND COMPACTION DURING CONSTRUCTION.20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFYWHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDEDOR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED ORSEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATERFROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES,AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECTSITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDEDOR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCHWITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BECONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED INACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED INACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C000COVER SHEETIN COMPLIANCE WITH CITY OF RENTON STANDARDSR-411007 PROTECT EXISTINGCASCADE ELEMENTARYSCHOOLPROTECT EXSIDEWALKCB PROTECTION (TYP)SAWCUT (TYP)SAWCUT (TYP)PROTECT EX PARKING LOT DURINGCONSTRUCTION CONTRACTOR MAYUTILIZE FOR STAGING/LAYDOWNDURING SUMMER BREAK. REFER TOPROJECT MANUAL FOR SCHOOLCALENDAR. ANY DAMAGE TOPARKING LOT RESULTING FROMCONTRACTOR'S USE SHALL BEREPAIRED BY THE CONTRACTORCONSTRUCTION EXITCONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT FOR SUMMER BREAK.REFER TO PROJECTMANUAL FOR SCHOOLCALENDARSEE DETAILCONSTRUCTIONFENCINGSEE DETAILSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAILINSTALL SEDIMENT STORAGE TANKS.ONCE EXISTING SWALE CAN NO LONGERBE USED AS A SEDIMENT TRAP. ROUTECONSTRUCTION STORMWATER RUNOFFTO TANK(S) PRIOR TO DISCHARGE TO EXSTORM SYSTEMSEE DETAILPUMP CLEAN STORMWATERFROM SEDIMENT TANK TO EXSTORM MAINREMOVE EX GATESAWCUT (TYP)SAWCUT (TYP)SAWCUT(TYP)PROTECT EX ELEC'LPOLE AND ASSOCIATEDGUY WIREPROTECT EXLIGHT POLEPROTECT "NO ACCESSSIGN"PROTECT EXAREA DRAINPROTECT EXAREA DRAINRELOCATE EXSPEED CAMERARELOCATE EX"SCHOOL X-ING" SIGN116TH AVE SEREMOVE EXLIGHT POLETREE PROTECTIONFENCING SEE DETAILPROTECT EXCATCH BASINPROTECT EX WATERMETER VAULTPROTECT EX"SCHOOLX-ING" SIGNDEMO EX "LOADINGZONE" SIGNDEMO EX "LOADINGZONE" SIGNREMOVE EX SDMHCUT AND CAPEX STORM MAINREMOVE EX FIRE HYDRANTPROTECT EX SSMHPROPOSEDBUILDINGOUTLINE10C111PROTECT EXVERT CURBREMOVE EX"STOP" SIGNREMOVE EXLIGHT POLEREMOVE EX"STOP" SIGNWHEEL WASHSEE DETAILSEDIMENT TRAP WITHMOVABLE 55 GALLONDRUM AND SUMP PUMPSEE DETAILREMOVE EX TREES (TYP)INTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS ANDUSE EX SWALE AS SEDIMENT TRAP FORCONSTRUCTION RUNOFF DURINGCONSTRUCTION AS LONG AS FEASIBLE.INSTALL TEMPORARY SEDIMENTCONTROL TANKS AS REQUIRED ONCEEXISTING SWALE IS REMOVED3C1108C1118C1119C111DEMO EX "NOPARKING" SIGNDEMO EX "ENTERONLY" SIGNDEMO EX "SCHOOLX-ING" SIGNCONSTRUCTION ENTRANCECONTRACTOR TO ONLY USETHIS CONSTRUCTIONACCESS AFTER SCHOOL ISOUT FOR SUMMER BREAK.REFER TO PROJECTMANUAL FOR SCHOOLCALENDARSEE DETAILSTABILIZED CONSTRUCTIONENTRANCE/EXITCONTRACTOR TO UTILIZE PRIOR TOSUMMER BREAK. REFER TO THEPROJECT MANUAL FOR SCHOOLCALENDARSEE DETAIL15C1115C110GROUT EX OUTLETFOR PIPE REMOVALREMOVE CURB ANDGUTTER AND INSTALLTEMPORARY ASPHALTWEDGE CURB REMOVEPRIOR TO INSTALLINGFINAL IMPROVEMTSSTORM DRAINAGE PIPE TOREMAIN IN PLACE UNTIL SCHOOLIS OUT FOR SUMMER BREAK.REFER TO THE PROJECTMANUAL FOR SCHOOLCALENDARDEMO PORTION OF EXISTING FIRELANETO ALLOW SPACE FOR CONTRACTORTO INSTALL BUILDING FOOTINGSSCHOOL OCCUPIEDAREA THROUGHSCHOOL YEAR.REFER TO PROJECTMANUAL FORSCHOOL CALENDARINSTALL TEMPORARY 20' WIDE EVA DRIVE DURINGCONSTRUCTION. SEE DETAIL 5/C3.10. COORDINATEUTILITY INSTALLATION WITH ACCESS DRIVE TEMPORARYUTILITY PATCHES MAY BE REQUIRED, DEPENDING ONCONSTRUCTION SEQUENCING. REMOVE TEMPORARYEVA ACCESS AND PLANT PER LANDSCAPE PLANS ONCEFINAL PAVING IS COMPLETED. COOORDINATE WITH CORFIRE MARSHALLREMOVE AS PART OF DEMOLITIONOPERATIONS DURING THE SUMMERBREAK. REFER TO THE PROJECTMANUAL FOR SCHOOL CALENDARBRING EXISTING SDMH LID TO GRADE(NOT SHOWN IN SURVEY LOCATIONAPPROXIMATE) CONTRACTOR TO FIELD VERIFY LOCATION29.8'EXISTING WATER EASEMENTREC. NO. 950803161124.9'APPROXIMATE LIMITS OFTEMPORARY EVA.COORDINATE WITH CORFIRE MARSHALL20' EVAPROTECT EXSEWER MAININSTALL NEW STORM PIPEPRIOR TO DEMOLISHINGEXISTING STORM PIPE. SEESHEET C200SUB-GRADE ELEV=459.00SEE DETAIL3C111SUB-GRADE ELEV=459.88SEE DETAIL3C111SUB-GRADE ELEV=460.00SEE DETAIL3C1115C111INTERCEPTOR SWALE WITHROCK CHECK DAMSSEE DETAILS AND7C1104C1107C1104C1101C1108C110WORK NORTH OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK WEST OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK NORTH OF THIS LINE SHALLONLY OCCUR DURING SUMMERBREAK. SCHOOL DISTRICT SHALLOCCUPY THIS AREA DURING THESCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.WORK NORTHWEST OF THIS LINESHALL ONLY OCCUR DURINGSUMMER BREAK. SCHOOL DISTRICTSHALL OCCUPY THIS AREA DURINGTHE SCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THESCHOOL CALENDAR.0102040SCALE 1"=20'PROPERTY LINETREE PROTECTION FENCEREMOVE ASPHALT PAVEMENTREMOVE CONCRETE PAVEMENTINLET PROTECTIONLegendLIMITS OF CONSTRUCTIONTEMPORARY CONSTRUCTION FENCINGFILTER FABRIC FENCINGINTERCEPTOR SWALECHECK DAMSREMOVE TREEREMOVE CURBINGSAWCUT LINEPIPE REMOVAL/DEMOLITION8C1119C1116C1104C11010C1117C1117C110EVA PAVEMENTPHASED LIMITS OF WORK. WORK SHALL ONLYOCCUR NORTH AND WEST OF THIS LINE DURINGTHE SUMMER BREAK. SCHOOL DISTRICT SHALLOCCUPY THE AREA NORTH AND WEST OF THIS LINEDURING THE SCHOOL YEAR. REFER TO THEPROJECT MANUAL FOR THE SCHOOL CALENDAR.NOTES:1.CONTRACTOR TO PROTECT AND MAINTAIN EXISTING PAVEMENT FORSCHOOL FUNCTION DURING THE SCHOOL YEAR. NO WORK, STAGING ORLAYDOWN TO OCCUR NORTH OR WEST OF PHASING LINE UNTIL SCHOOL ISOUT REFER TO PROJECT MANUAL FOR SCHOOL CALANDAR.2.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ONDEMOLITION OF NORTHERN DRIVEWAY AS TO NOT IMPACT SCHOOLFUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETEDDURING SUMMER AND FINISHED BY SCHOOL SESSION.3.THE DEVELOPER/CONTRACTOR SHALL CONTACT THE OWNER OF THE HIGHPRESSURE NATURE GAS TRANSMISSION PIPELINES NATURAL GASTRANSMISSION PIPELINES OPERATED BY WILLIAMS-NORTHWEST PIPELINEBEFORE ANY GROUND DISTURBANCE WITHIN 500 FEET OF PIPELINELOCATED AT PROPERTY LINE TO THE NORTH OF THE CASCADEELEMENTARY SCHOOL.C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C100DEMOLITION & TESCPLANR-411008 7Rock Check Dam3Concrete Truck Washout2Sediment TrapNOTE:MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERMSEDIMENT TRAP OUTLETNTSCROSS SECTIONNTSOVERFLOW SPILLWAY6' MIN WIDTH1.5' SEDIMENT STORAGE2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK,1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL5' MAX1' OVERFLOW DEPTH4' MIN1' DEPTH 2" - 4" ROCK9311OUTFLOWCHANNEL IFCONSTRUCTED BYEXCAVATIONFILTER FABRICFENCING2' SETTLING DEPTH1.5' SEDIMENT STORAGE8Sediment Pond Riser Detail4Interceptor Swale1Sediment Pond Plan View and Cross Sections5Stabilized Construction Entrance6Filter Fabric FencingC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C110CITY OF RENTONDEMOLITION ANDTESC DETAILS 10Tree Protection9Temporary Chain Link Fence8Construction Access Gate7Catch Basin Sediment FilterEROSION CONTROLSEDIMENT POND(7,480 GALLONS OF STORAGE)150 GPM PUMPSANDMEDIA FILTERPARTICULATEBAG FILTERCONSTRUCTION RUN OFFDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWDIRECTIONOF FLOWWEIR TANK74,561 GALLONS REQUIRED79,880 GALLONS PROVIDEDDISCHARGE TO EXSTORM SYSTEMPROVIDE CBPROTECTION2"Ø PIPE3"Ø PIPE3" Ø PIPE4" Ø PIPE4" Ø PIPEROUTE BACKWASH TO TANK6" Ø PIPEPUMP RUN-OFF IN TEMPSEDIMENT POND TO TANK11Not Used8' MAXIMUMTENSION WIRESUPPORT FENCE WITH CONCRETEBLOCKS OR METAL STANDSCLAMP ADJACENTPANELS TOGETHERPREFORMED CHAINLINKPANELS WITH 1.6" ØGALVANIZED POSTSAND RAILS6' MINIMUM6' FENCENOTES:1.6-FT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED THEGREATER VALUE AT THE DRIPLINE OR 36X THE TRUNK DIAMETER OF THETREE TO BE SAVED, FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S).INSTALL FENCE POSTS USING PIER BLOCKS ONLY. DO NOT DRIVE POSTSOR STAKES INTO ROOTS.2.FOR ROOTS OVER 1-IN DIA THAT ARE DAMAGED DURING CONSTRUCTION,MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION, ALLEXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAPTO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL WITHIN FOURHOURS.3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY, NOSTOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OFEQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OFTHE FENCING.6' MINDRIPLINE OR 36x THE TRUNK DIAMETERIF CONDITIONS WARRANT IN ORDER TOCONFORM TO NPDES REQUIREMENTS15Baker TankBOTTOM HINGE180° SWING3'- 0"CHAIN LINKFABRICGATEHARDWARETOP HINGE180° SWINGTRUSS RODS (TYP)STRETCHERBAR (TYP)2" MAX CLEAR6' FENCE16Not Used3Building Bottom of Mass Excavation (B.O.E.)5Sediment Trap w/ Moveable 55 Gallon Drum and Pump5'1'31MATCH EXISTINGRUNOFF WITH SEDIMENT5%12" PERFORATED PIPETOP OF DRUM SHALL BE6" MIN ABOVE GRADEPROVIDE SOLID COVER5'5%1'31313"WATER LEVELCONCRETE BLOCKSSUMP PUMPAND MOTORWIRE TIES55 GALLON DRUMW/ 2" DIA WEEP HOLESWRAP WITH FILTER FABRICPROVIDE 12" MIN CLEAN GRAVELAROUND PERIMETER OF DRUMFILTEREDRUNOFFDIS C H A R G E INTAKE 1'CONCRETE SLAB ON GRADE PERSTRUCTURAL PLANSTOP OF CONCRETE SLABPER STRUCTURAL PLANSCOMPACT NATIVESUBGRADE4" CAPILLARY BREAKBUILDING SLAB EXCAVATIONSTRUCTURAL FILLMATERIAL2' (MIN)EXISTING GRADESUBGRADE ELEVATIONPER PLANEXCAVATION NOTES BELOW BUILDINGSLAB AND FOUNDATIONS1.SEE STRUCTURAL PLANS FOR:- FOOTING DETAILS AND DIMENSIONS-TOPS OF FOOTING ELEVATIONS AND DEPTHS OF FOOTINGS-REQUIRED BEARING CAPACITY2.SEE ARCHITECTURAL ANDSTRUCTURAL PLANS FOR BUILDINGLAYOUT AND FOOTING LOCATIONS.3.SEE SPECIFICATIONS 312000 - EARTHMOVING - FOR STRUCTURAL BACKFILLMATERIAL AND COMPACTIONREQUIREMENTS.4.BEARING SUBGRADE SHALL CONSISTOF DENSE, UNDISTURBED, NATIVEBEARING MATERIAL AS CONFIRMED BYTHE GEOTECHNICAL ENGINEER.5.THE ANTICIPATED BOTTOM OFEXCAVATION ELEVATIONS SHOWS ONTHE PLANS HAVE BEEN DETERMINEDUTILIZING AVAILABLE BORINGINFORMATION PROVIDED BY THEGEOTECHNICAL REPORT. THECONTRACTOR SHALL USE THEEXCAVATION ELEVATIONS PROVIDEDFOR BIDDING PURPOSES. THE ACTUALBOTTOM OF EXCAVATION ELEVATIONSSHALL BE CONFIRMED BY THEOWNER-APPOINTED GEOTECHNICALENGINEER DURING CONSTRUCTION. INTHE EVENT THE BOTTOM OFEXCAVATION ELEVATION IS LOWERTHAN SHOWN ON THE PLANS, THECONTRACTOR SHALL MEASURE THEVOLUME OF EXCAVATION IN BANKYARDS WHICH ARE ADDITIONAL TOTHE PLANNED EXCAVATION. THISVOLUME SHALL BE VERIFIED BY THEGEOTECHNICAL ENGINEER ANDRECORDED IN THEIR FIELD NOTES.COMPENSATION SHALL BE PER THEUNIT PRICES DESCRIBED IN THEPROJECT SPECIFICATIONS FOR THEADDITIONAL EXCAVATED SOIL, ANDASSOCIATED IMPORT STRUCTURALFILL, BEYOND THE ANTICIPATEDELEVATIONS.6.PLACE FOUNDATIONS ON COMPACTEDSTRUCTURAL FILL. THEGEOTECHNICAL ENGINEER SHALLVERIFY PROPER COMPACTION ISACHIEVED PRIOR TO PLACINGFOUNDATIONS.7.THE CONTRACTOR SHALL PREVENTTHE FINAL SUBGRADE FROM BEINGCONTAMINATED OR COMPROMISED.C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C111DEMOLITION ANDTESC DETAILSR-411009 EXISTING CASCADEELEMENTARY SCHOOLRIDGELINE GRADE BREAKRIDGELINE GRADE BREAK 2.0%147 LF 15" PVC @ 1.6%SD# 16 CB TYPE II - 48"SD# 15 CB TYPE II - 60"SD# 36 CB TYPE II - 54"SD# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NIE=454.93 12"(OUT)SEW/ SOLID LOCKING LIDSD# 11 CB TYPE IRIM=462.12IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL455.75TC 455.88BC 455.38TC 457.30BC 456.80SC-310 STORMTECH CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 529CHAMBERS VOLUMEPROVIDED = 18,907 CFSEE SHEET C211 FOR DETAILSPROPOSED WATERMAIN SEE UTILITY PLANSHEET C400FFE=461.50FFE=459.83FFE=459.83FFE=459.83PROPOSED SEWERMAIN SEE UTILITY PLANSHEET C400SD# 32 CB TYPE IRIM=460.73IE=458.09 8"(IN)NWIE=458.09 8"(OUT)EW/ VANED GRATESEE DETAILSD# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(IN)NWIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL55 LF 8" CPEP @ 2.5%32 LF 8" CPEP @ 1.2%SD# 7 CB TYPE II - 48"RIM=461.41IE=455.79 8"(IN)NIE=455.79 6"(IN)EIE=455.79 12"(OUT)SW/ VANED GRATESD# 46 CB TYPE II - 48"MWS-L-8-16-V-UG-HCMODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENTSEE DETAIL86 LF 12" PVC @ 1.0%67 LF 15"PVC @ 2.0%SD# 21 CB TYPE II - 48"BUILDING CANOPY (TYP)SHOWN FORREFERENCE ONLYFFE=461.50TC 455.89BC 455.39TC 455.43BC 454.93TC 455.68BC 455.18TC 455.67BC 455.17TC 456.59BC 456.09SD# 47 CB TYPE ISD# 49 CB TYPE I15" SD IE=450.31WATER QUALITYVAULT INLET15" SD IE=449.81WATER QUALITYVAULT OUTLETPROPOSED LOTLINE PER SHORTPLAN PROCESS12" STEP IN SLAB8" STEP IN SLAB457.14462.50462.08TC 455.43BC 454.93FLUSH CURBJJTC 456.20BC 455.70TC 455.80BC 455.30TC 457.42BC 456.92TC 457.37BC 456.87TC 458.63BC 458.13TC 458.90BC 458.40TC 458.31BC 457.81TC 456.90BC 456.40TC 456.92BC 456.42TC 456.99BC 456.49TC 460.54BC 460.04TC 460.71BC 460.21TC 460.91BC 460.41TC 462.17BC 461.67BS 456.40BS 458.70TS 459.70TS 459.77FFE=459.83459.75459.83461.50460.50461.50461.43461.50461.60461.50461.50461.60461.71461.76461.20FFE=460.5460.50459.81459.82459.83TC 461.60BC 461.10TC 461.12BC 460.62TC 462.63BC 462.13TC 462.30BC 461.80TC 463.78BC 463.28TC 461.46BC 460.96TC 460.94BC 460.44TC 461.17BC 460.67TC 464.60BC 464.10TC 463.50BC 463.00TC 464.50BC 464.00TC 464.50BC 464.00TC 463.00BC 462.50TC 460.55BC 460.05TC 459.78BC 459.28TC 463.37BC 462.87TC 463.53BC 463.03TC 466.68BC 466.18TC 466.34BC 465.84TC 463.85BC 463.35TC 462.43BC 461.93TC 461.86BC 461.36TC 460.86BC 460.36TC 462.63BC 462.13TC 458.61BC 458.11TC 456.04BC 455.54TC 456.49BC 455.99TC 459.30BC 458.80TC 461.50BC 461.001DS1DSFFE = 461.50FFE = 460.50FFE = 459.83MATCH EXGRADEMATCH LINEW/ EX CONCRAISE RIM TOGRADE ANDALIGN LID WITHSIDEWALKRAISE TO GRADEAND INSTALLLOCKING LIDRIM=460.81SD# 55 CB TYPE II - 48"SD# 56 CB TYPE IRIM=459.85IE=457.80 8"(OUT)SEW/ VANED GRATESEE DETAIL91 LF 8"DI @ 1.2%3:1 MAXSEE RAMPGRADINGDETAILSEE RAMPGRADINGDETAILSSD# 60 CB TYPE II - 54"15' PUBLIC STORMEASEMENTWEIR WALL PERLANDSCAPEPLANS (TYP)SEE SHEET C251 FORMC-3500 STORMTECHCHAMBER ENLARGEMENTSEE SHEET C250 FORSC-310 STORMTECHCHAMBER ENLARGEMENT10+00 11+00 12+00 13+0010+50 11+50 12+50 13+5048 LF 8"DI @ 1.0%SD# 62 CB TYPE II - 60"RIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)E454.78454.70454.70454.70454.70454.70454.70454.70454.70454.70454.70454.79EXISTING BURIED CATCHBASIN NOT SHOWN INSURVEY. LOCATIONAPPROXIMATE. ACONTRACTOR TO VERIFYLOCATION IN FIELDFLOWLINE3' MAX MODULARBLOCK WALL8C210SEE NOTE 1SEE NOTE 2458.71456.04455.16454.82453.91457.69456.97177 LF 15" PVC @ 1.9%SD# 64 CB TYPE IRIM=455.66IE=452.53 8"N12 HDPE(OUT)SW/ VANED GRATE17 LF 8" PVC @ 1.0%SD# 61 CB TYPE IRIM=462.60IE=458.57 8"(OUT)SEW/ VANED GRATESEE DETAIL1DS1DS1DS6" SDCORIM TO GRADEIE=456.806" SDCORIM TO GRADEIE=459.506" SDCORIM TO GRADEIE=459.506" SDCORIM TO GRADEIE=457.38SD# 80 SDCORIM=459.73IE=457.33 6"(IN)SIE=457.33 6"(OUT)E96 LF 6" PVC @ 1.9%23 LF 6" PVC @ 13.9%CONNECT TO EXISTINGSTORM DRAIN MANHOLEIE=446.71 15"(OUT)SW39 LF 6" PVC @ 8.0%SD# 79 SDCORIM=461.67IE=458.95 6"(IN)NIE=458.95 6"(OUT)W2C2132C2132C2132C2132C213SD# 73 CB TYPE IRIM=460.34IE=456.32 8"(IN)NIE=456.32 8"(IN)EIE=456.32 8"(OUT)SW/ VANED GRATESEE DETAIL2C2132C21339 LF 8" PVC @ 8.0%14 LF 12"PVC @ 18.5%125 LF 8" PVC @ 0.5%6 LF 6" PVC @ 1.7%BUILDING FOOTINGDRAIN DISCHARGELOCATIONSD# 42 CB TYPE II - 48"466.22464.91464.22466.24TC 464.96BC 464.46TC 464.38BC 463.88SEE DETAIL "DITCHSECTION" / C220 FORDITCH SECTION6" SDCORIM TO GRADEIE=456.6317 LF 8" PVC @ 1.0%31 LF 8"PVC @ 1.0%22 LF 6" PVC @ 2.0%33 LF 6" PVC @ 13.9%4" PERFORATED PERVIOUSPAVING UNDERDRAIN (TYP)SEE LANDSCAPE PLANSSD# 76 SDCORIM=456.02IE=455.50 6"(IN)WIE=455.50 6"(OUT)SEW/ SOLID LOCKING LIDMATCH EXGRADE9C2309C230SEE RAMPGRADINGDETAILS6C23053 LF 8" CPEP @ 1.0%SD# 81 AREA DRAINRIM=461.30IE=459.80 6"(OUT)ESD# 82 AREA DRAINRIM=461.30IE=459.36 6"(IN)WIE=459.36 6"(OUT)STC 455.75BC 455.25TC 455.75BC 455.25TC 455.96BC 455.46TC 455.99BC 455.49TC 455.50BC 455.00TC 455.49BC 454.99TC 455.64BC 455.14TC 455.64BC 455.14TC 456.27BC 455.77455.58455.73455.51455.70TC 455.96BC 455.46TC 455.67BC 455.17TC 455.91BC 455.41TC 457.25BC 456.75TC 458.82BC 458.32TC 456.81BC 456.31TC 457.02BC 456.52TC 457.05BC 456.55TC 457.03BC 456.53TC 457.19BC 456.69TC 457.35BC 456.85457.48457.85TC 456.96BC 456.46TC 456.95BC 456.45TC 458.50BC 458.00TC 458.50BC 458.00TC 459.97BC 459.47TC 460.27BC 459.77TC 458.50BC 458.00TC 458.51BC 458.01TC 460.26BC 459.76TC 460.64BC 460.14TC 460.96BC 460.46TC 462.35BC 461.85TC 463.50BC 463.00TC 464.23BC 463.73TC 465.29BC 464.79TC 465.30BC 464.80TC 464.13BC 463.63TC 463.25BC 462.75TC 466.35BC 465.85TC 466.03BC 465.53TC 463.75BC 463.25TC 464.20BC 463.70TC 462.57BC 462.07TC 462.35BC 461.85TC 464.05BC 463.55TC 463.26BC 462.76TC 464.88BC 464.38TC 463.60BC 463.10TC 461.28BC 460.78TC 460.91BC 460.41TC 460.85BC 460.35TC 460.69BC 460.19TC 460.91BC 460.41TC 464.50BC 464.00TC 462.40BC 461.90460.2738 LF 8" PVC @ 8.6%SEE RAMPGRADINGDETAIL116TH AVE SEGRADE BREAK ATBACK OF WALK12C230SEE RAMPGRADINGDETAIL12C230ROTATE CATCH BASIN RIM OUTOF CURB AND INSTALL SOLIDLOCKING LID. REINSTALL OILCONTROL TEE OVER NEW PIPEIE=453.80 6"(IN)EIE=451.69 15"(OUT)E1234567896 LF 6" PVC VAULTDRAIN. CONNECT TO 15"STORM W/ 15"x6" TEE43 LF 6" PVC @ 2.0%(VAULT DRAIN)TC 464.10BC 463.60TC 463.13BC 462.63SEE SHEET C220 FOR ADARAMP GRADING DETAILS ATTHE NORTH DRIVEWAYENTRANCE TO CASCADEELEMENTARY SCHOOLLegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to edit0102040SCALE 1"=20'KEY NOTES:REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORMSYSTEM UNLESS OTHER NOTED. SEE DETAILCONNECT FOOTING DRAIN TO STORM SYSTEM.NOTES:1.SCHOOL OCCUPIED AREA FROM JUNE 17, 2021 UNTIL SEPTEMBER,2022. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE 17,2021 AND SEPTEMBER, 2022 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM JUNE 17, 2021 UNTIL END OFCONSTRUCTION (CONTRACTOR SHALL COORDINATE WITH CORFIRE MARSHALL FOR INSTALLATION AND PRESERVATION OFTEMPORARY EVA. SEE C1.00 FOR LIMITS OF TEMPORARY EVA)13C21012UTILITY CROSSING TABLE8" STORMIE457.67EX 12" STORMTOP452.426" WATERIE 457.24EX 12" STORMTOP 452.328" STORMIE457.506" WATERTOP456.508" STORMIE457.29EX 8" WATERTOP456.292" GASIE458.648" STORMTOP457.828" STORMIE457.0215" STORMTOP452.99J.U.T.IE457.368" STORMTOP457.202" GASIE456.9815" STORMTOP449.186" WATERIE455.30EX 12" STORMTOP448.26123456789C200GRADING & DRAINAGEPLANC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021 15Typical Bioretention Section12Bee Hive Grate For 20" x 24" Frame8South Modular Wetland System10North Modular Wetland System20Not Used18Not Used16Not UsedBOTTOM ELEV (BE) = 453.70MAX W.S. ELEV (V) = 454.203:1 18"IE PER PLANOUTLETFREEBOARD (FT) ELEV=454.7030"6" MIN 6"INSTALL RISERS ASREQUIRED, SUCH THATSTRUCTURE ISBELOW GRADE.BEE-HIVE GRATESEE DETAILOUTLET STRUCTUREFOR BIORETENTIONPER PLANS6" SLOTTED UNDERDRAINKEY NOTES:GRAVEL BACKFILL FOR UNDERDRAIN PIPEFOR BIORETENTION COMPONENTS AND INSTALLATION, REFER TO LANDSCAPE PLANS AND SPECIFICATIONS.REFER TO CITY RENTON STANDARD DETAILS 262.10, 262.20, 262.30, 262.40, 262.50, AND 262.60.3:1 3"1236"12"NOTES:1.ALL COMPONENTS (PLANTS, SOIL, MULCH) AREREQUIRED FOR STORMWATER FUNCTION. SEEL'SCAPE PLANS.11Footing DrainBOTTOM WIDTH = 5'13DownspoutOVERFLOW STRUCTURERIM=453.20IE=451.2015"15"FINISH GRADE SEE PLANSFINISH FLOOR SEE PLANSBUILDING FOOTINGSEE STRUC'L PLANSDO NOT DISTURB 1:1BEARING PLANE11WRAP WITHFILTER FABRIC6" SDR 35, PERF PVCSURROUND W/ 6" MINGRAVEL BACKFILLFOR DRAINS6" MIN FINISHED GRADE1% MINIMUM6" PVC SD4"x6" FERNCO REDUCER4" PVC EXTENSION (AS NEEDED)JOINT FILLER (TYP ALLAROUND IN PAVED AREAS)4" FERNCO BOOT4" OD DOWNSPOUT SEEARCH'L PLANS ANDSPECIFICATIONDUMP NO POLLUTANTS - SM60 BHDUMP NO POLLUTANTS - SM60 BH12" x 10"24" x 20"22" x 18"5/8"1"6 - 1/4"1 - 1/2"LENGTH = 114.5012C210FLUSH EDGE CONDITIONPER COR STD PLAN 262.20SEE DETAIL6C213C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C210GRADING & DRAINAGEDETAILSR-411011 4Under Drain Detail and SC-310 Technical SpecificationACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD ORYELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OFTHE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT ORUNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOPOF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE APART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THEFOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADEUP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 24" (600 mm).SUBGRADE SOILS(SEE NOTE 4)PERIMETER STONE(SEE NOTE 5)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)SC-310END CAPPAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)16"(405 mm)18"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)MIN9"12" (300 mm) MIN12" (300 mm) TYP34" (865 mm)6"(150 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A3 5INSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLESC-310 ISOLATOR ROW DETAILNTSSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-310 CHAMBER12" (300 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC310EPE12BSC-310 END CAPOPTIONAL INSPECTION PORTCOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE5' (1.5 m) MIN WIDETWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A4 5UNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECHCHAMBEROUTLET MANIFOLDSTORMTECH END CAPSTORMTECHCHAMBERSNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSPART #STUBABCSC310EPE06T / SC310EPE06TPC6" (150 mm)9.6" (244 mm)5.8" (147 mm)---SC310EPE06B / SC310EPE06BPC---0.5" (13 mm)SC310EPE08T / SC310EPE08TPC8" (200 mm)11.9" (302 mm)3.5" (89 mm)---SC310EPE08B / SC310EPE08BPC---0.6" (15 mm)SC310EPE10T / SC310EPE10TPC10" (250 mm)12.7" (323 mm)1.4" (36 mm)---SC310EPE10B / SC310EPE10BPC---0.7" (18 mm)SC310EPE12B12" (300 mm)13.5" (343 mm)---0.9" (23 mm)ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm)CHAMBER STORAGE14.7 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*31.0 CUBIC FEET (0.88 m³)WEIGHT35.0 lbs.(16.8 kg)*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERSSTUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"BUILD ROW IN THIS DIRECTIONSC-310 TECHNICAL SPECIFICATIONNTSOVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END34.0"(864 mm)16.0"(406 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHAABC9.9"(251 mm)15.6"(396 mm)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER - SC-310 CHAMBERS RENTON, WA TS N/A5 5FOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPIMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.SC-310 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-310.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE ORPOLYETHYLENE COPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418-16a (POLYPROPYLENE), "STANDARDSPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 2”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2922 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.PROJECT INFORMATIONADS SALES REPPROJECT NO.SALES NAMESALES NUMBERSALES EMAILENGINEEREDPRODUCTMANAGEREPM NAMEEPM NUMBEREPM EMAILFAMILY FIRST COMMUNITY CENTERRENTON, WAADVANCED DRAINAGE SYSTEMS, INC.R©2013 ADS, INC.3SC-310 Isolator Row Detail and Inspection & Maintenance1SC-310 Stormtech Chamber Speifcations Cover Page2Acceptable Fill Materials: Stormtech SC-310 Chamber SystemsC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C211GRADING & DRAINAGEDETAILSR-411012 ACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION45x76 DESIGNATION SS.2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATIONFOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS.BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 4PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,345"(1140 mm)18"(450 mm) MIN*8'(2.4 m)MAX12" (300 mm) MIN77" (1950 mm)12" (300 mm) MIN6"(150 mm) MIN12"DCBA*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30" (750 mm).6" (150 mm) MINPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)MC-3500END CAPSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)NO COMPACTION REQUIRED.ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A3 5INSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.CATCH BASINORMANHOLEMC-3500 ISOLATOR ROW DETAILNTS24" (600 mm) HDPE ACCESS PIPE REQUIRED USEFACTORY PRE-CORED END CAPPART #: MC3500IEPP24BC OR MC3500IEPP24BWSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESCOVER PIPE CONNECTION TO END CAP WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILEMC-3500 CHAMBEROPTIONAL INSPECTION PORTMC-3500 END CAPTWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSSUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A4 5UNDERDRAIN DETAILNTSAABBSECTION A-ASECTION B-BDUAL WALLPERFORATEDHDPEUNDERDRAINADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECH END CAPADS GEOSYNTHETICS 601TNON-WOVEN GEOTEXTILESTORMTECHCHAMBEROUTLET MANIFOLDSTORMTECH END CAPSTORMTECHCHAMBERSNUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMSFOUNDATION STONEBENEATH CHAMBERSFOUNDATION STONEBENEATH CHAMBERSMC-SERIES END CAP INSERTION DETAILNTSNOTE: MANIFOLD STUB MUST BE LAID HORIZONTALFOR A PROPER FIT IN END CAP OPENING.MANIFOLD HEADERMANIFOLD STUBSTORMTECH END CAPMANIFOLD HEADERMANIFOLD STUB12" (300 mm)MIN SEPARATION12" (300 mm) MIN INSERTION12" (300 mm)MIN SEPARATION12" (300 mm)MIN INSERTIONPART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.PART #STUBBCMC3500IEPP06T6" (150 mm)33.21" (844 mm)---MC3500IEPP06B---0.66" (17 mm)MC3500IEPP08T8" (200 mm)31.16" (791 mm)---MC3500IEPP08B---0.81" (21 mm)MC3500IEPP10T10" (250 mm)29.04" (738 mm)---MC3500IEPP10B---0.93" (24 mm)MC3500IEPP12T12" (300 mm)26.36" (670 mm)---MC3500IEPP12B---1.35" (34 mm)MC3500IEPP15T15" (375 mm)23.39" (594 mm)---MC3500IEPP15B---1.50" (38 mm)MC3500IEPP18TC18" (450 mm)20.03" (509 mm)---MC3500IEPP18TWMC3500IEPP18BC---1.77" (45 mm)MC3500IEPP18BWMC3500IEPP24TC24" (600 mm)14.48" (368 mm)---MC3500IEPP24TWMC3500IEPP24BC---2.06" (52 mm)MC3500IEPP24BWMC3500IEPP30BC30" (750 mm)---2.75" (70 mm)NOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)CHAMBER STORAGE109.9 CUBIC FEET (3.11 m³)MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)WEIGHT134 lbs.(60.8 kg)NOMINAL END CAP SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)END CAP STORAGE14.9 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)WEIGHT49 lbs.(22.2 kg)*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEENCHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITYMC-3500 TECHNICAL SPECIFICATIONNTS90.0" (2286 mm)ACTUAL LENGTH86.0" (2184 mm)INSTALLEDBUILD ROW IN THIS DIRECTIONNOTE: ALL DIMENSIONS ARE NOMINALLOWER JOINTCORRUGATIONWEBCRESTCRESTSTIFFENING RIBVALLEYSTIFFENING RIBBC75.0"(1905 mm)45.0"(1143 mm)25.7"(653 mm)FOOT77.0"(1956 mm)45.0"(1143 mm)STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"END CAPS WITH A WELDED CROWN PLATE END WITH "C"END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"UPPER JOINT CORRUGATION22.2"(564 mm)INSTALLEDCUSTOM PRECORED INVERTS AREAVAILABLE UPON REQUEST.INVENTORIED MANIFOLDS INCLUDE12-24" (300-600 mm) SIZE ON SIZEAND 15-48" (375-1200 mm)ECCENTRIC MANIFOLDS. CUSTOMINVERT LOCATIONS ON THE MC-3500END CAP CUT IN THE FIELD ARE NOTRECOMMENDED FOR PIPE SIZESGREATER THAN 10" (250 mm). THEINVERT LOCATION IN COLUMN 'B'ARE THE HIGHEST POSSIBLE FORTHE PIPE SIZE.70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualitySHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION FAMILY FIRST COMMUNITY CENTER RENTON, WA TS N/A5 54Under Drain Detail and MC-3500 Technical Specification3MC-3500 Isolator ROW Detail and Inspection & Maintenance1MC-3500 Stormtech Chamber Speifcations Cover Page2Acceptable Fill Materials: Stormtech MC-3500 Chamber SystemsFOR STORMTECHINSTRUCTIONS,DOWNLOAD THEINSTALLATION APPMC-3500 STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH MC-3500.2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 45x76 DESIGNATION SS.4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7.REQUIREMENTS FOR HANDLING AND INSTALLATION:·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 3”.·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-3500 CHAMBER SYSTEM1.STORMTECH MC-3500 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS.7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS.8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3OR #4.9.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING.10.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.11.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH MC-3500 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".2.THE USE OF EQUIPMENT OVER MC-3500 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-3500/MC-4500 CONSTRUCTION GUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLEBACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARDWARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.PROJECT INFORMATIONADS SALES REPPROJECT NO.SALES NAMESALES NUMBERSALES EMAILENGINEEREDPRODUCTMANAGEREPM NAMEEPM NUMBEREPM EMAILFAMILY FIRST COMMUNITY CENTERRENTON, WAADVANCED DRAINAGE SYSTEMS, INC.R©2013 ADS, INC.C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C212GRADING & DRAINAGEDETAILSR-411013 4Storm Drain Cleanout1Not Used3COR Catch Basin Type 22COR Catch Basin Type 15Not Used6Bioretention - Edge Treatmetns7Typical Trench And Backfill8Pipe Zone Bedding and Compaction - Flexible PipeC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C213CITY OF RENTONGRADING & DRAINAGEDETAILS 450455460465470450455460465470EXISTINGPROPERTY LINEPROPOSED GRADEFFE=461.50FFE=460.50FFE=459.833:1 SLOPE MAXSTRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYSC-310 STORMTECHCHAMBERSSEE DETAILS ON SHEETC211 AND C212 FORMORE INFORMATIONMATCH EX GRADENON-INFILTRATINGBIORETENTIONSEE DETAIL1.5:1 MAX CUT SLOPEMATCH EXGRADESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL2" OVERLAY11C21015C21018C210450455460465470450455460465470EXISTING PROPERTY LINEFFE=460.50STRUCTURAL FOOTING SHOWNFOR REFERENCE ONLYMC-3500 STORMTECHCHAMBERSSEE DETAILS ON SHEETSC211 AND C2121.5:1 MAXCUT SLOPESTRUCTURAL FILL (TYP)1:1 FOOTING BEARINGZONE (SHOWN FORREFERENCE ONLY)6" FOOTING DRAINSEE DETAILGEOTEXTILE LINER TOWRAP STORMTECHSYSTEMSEE DETAIL11C21018C210455460455460PROPOSED GRADEBOTTOM OF BIORETENTION = 453.7031WEIR WALLS PERLANDSCAPEPLANSTOP OF WEIRELEVATION = 454.302' DETECTABLEWARNING SURFACE2' DETECTABLEWARNING SURFACE4.0'MATCH EXGRADELANDINGSINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.126.03LANDINGSINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.126.03CONCRETE CURBAND GUTTERSEE DETAIL1C311CONCRETE CURBAND GUTTERSEE DETAIL1C311116TH AVE SE MATCH EXGRADETC 466.76 (EX)BC 466.43 (EX)TC 467.12 (EX)BC 466.62 (EX)467.61467.66466.70466.60TC 466.60 (EX)BC 466.10 (EX)TC 466.88 (EX)BC 466.38 (EX)466.49466.38467.04466.99467.04 (EX)467.12 (EX)466.868.3% 17+50 10.9'2.5' 8.0%467.64 (EX)467.73 (EX)1.8% 0.8%2.0%5.0'6.0' 2.7'4.9'4.0' 8.3% 7.6% 1.3% 1.3%1.6%LANDING455460455460PROPOSED GRADEC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C220SITE SECTIONSR-411015Section A (E-W)Section B (N-S)Bioretention Grading SectionADA Ramp Detail #7Ditch SectionCURB RETURN DATAEF 466.79466.84466.86 (EX)466.90 (EX)466.38466.42466.93466.89TC 466.94BC 466.44TC 466.73BC 466.23TC 466.68BC 466.18466.88466.83466.96 (EX)466.98 (EX)TC 466.87BC 466.37TC 466.87BC 466.37TC 467.00BC 466.502.0%7.8%2.0%1.0%5.0'4.0'4.0'5.0'LANDINGLANDINGLANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310466.26 (EX)466.06466.24 (EX)7.8' 6.0'2.0%1.0%TC 446.85 (EX)BC 446.35 (EX)116TH AVE SE 2.0% 10.2' 8.3% 8.3%3.6% 8.2' 10.8' 5.1%TC 466.50 (EX)BC 466.00 (EX)4.0'5.0'466.22TC 466.06BC 465.56TC 465.94BC 465.44TC 465.45BC 464.95TC 465.34BC 464.84465.93466.01465.99466.07464.98465.05465.40465.34465.44465.386.6%7.5%4'4'4'466.34EX: 466.29EX: 466.201.0%465.52465.58LANDINGDETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACESEE DETAIL9C310465.52465.85 (EX)5.5'1.8%1.8%2.0%PROTECTEX POLE463.48116TH AVE SE RIDGELINETC 465.53 (EX)BC 465.03 (EX)1.5%465.36461.87460.36TC 462.58BC 462.08TC 462.65BC 462.15TC 461.76BC 461.26TC 461.94BC 461.446.3%TC 462.00BC 461.45461.38461.79461.18LANDING1.4%2.0%LANDINGLANDINGTC 461.60BC 461.10460.651.5%1.4%2.0%LANDING2.0%DETECTABLE WARNINGSURFACESEE DETAIL9C3100. 8% 1. 9% 1.8%DETECTABLE WARNING SURFACESEE DETAIL9C310DETECTABLE WARNING SURFACE462.58462.82TC 462.73BC 462.23TC 462.61BC 462.111.5%5.3%462.57462.39462.00461.950.5%TC 463.25BC 462.75TC 462.40BC 461.90462.40462.60462.88462.02462.52463.13TC 463.01BC 462.51462.82462.42462.48GRADE BREAKRIDGELINE 1.9%6.0'6.5'6.3'45.3'0.5%ADA SIGNAGE (TYP)SEE DETAIL14C310461.94462.13461.840.6%462.50462.50462.01461.971.5%1.5%8.0'4.0'4.0'461.43461.9312ADA Ramp9ADA Ramp8Not Used6ADA Ramp4Not Used7Not Used3Not Used02.5510SCALE 1"=5'02.5510SCALE 1"=5'02.5510SCALE 1"=5'DETECTABLE WARNING SURFACESEE DETAIL9C310TC 464.16BC 463.66463.48TC 464.02BC 463.52464.05TC 464.27BC 463.77464.14TC 464.07BC 463.57TC 463.03BC 462.53462.96462.99463.37463.75463.435.3%C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C230RAMP GRADING DETAILSR-411016 43544044545045546046543544044545045546046510+0011+0012+0013+0014+0015+0016+0016+4067 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%# 46 CB TYPE II - 48"RIM=455.23IE=444.99 15"(IN)WIE=444.99 15"(OUT)SEW/ SOLID LOCKING LID# 16 CB TYPE II - 48"RIM=455.40IE=444.34 15"(IN)NWIE=444.34 15"(OUT)SW/ SOLID LOCKING LID44545045546046547044545045546046547010+0011+0012+0013+0013+6091 LF 8" DI @ 1.2%# 32 CB TYPE IRIM=460.73IE=458.09 8"(IN)NWIE=458.09 8"(OUT)EW/ VANED GRATESEE DETAIL# 8 CB TYPE IRIM=460.08IE=456.72 8"(IN)WIE=456.72 8"(IN)NWIE=456.72 8"(OUT)SW/ VANED GRATESEE DETAIL# 7 CB TYPE II - 48"RIM=461.41IE=455.79 8"(IN)NIE=455.79 6"(IN)EIE=455.79 12"(OUT)SW/ VANED GRATE86 LF 12" PVC @ 1.0%# 9 CB TYPE II - 48"RIM=461.47IE=455.26 8"(IN)WIE=454.93 12"(IN)NIE=454.93 12"(OUT)SEW/ SOLID LOCKING LID45045546046547045045546046547010+0011+0045045546046547045045546046547010+0010+60# 11 CB TYPE IRIM=462.12IE=458.35 8"(OUT)EW/ VANED GRATESEE DETAIL39 LF 8" PVC @ 8.0%43544044545045546043544044545045546010+0011+0011+80# 21 CB TYPE II - 48"RIM=456.91IE=450.45 8"(BIDIRECTIONAL)WIE=450.10 8"(IN)NIE=450.45 8"(IN)EIE=450.45 8"(OUT)SW/ SOLID LOCKING LID47 LF 8" PVC @ 6.8%36 LF 8" PVC @ 11.2%# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATE54 LF 8" PVC @ 6.8%# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=439.06 EX 15" (OUT) EIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAIN# 56 CB TYPE IRIM=459.85IE=457.80 8"(OUT)SEW/ VANED GRATESEE DETAILEX GRADEEX GRADEEX GRADEEX GRADEEX GRADEPROPOSED GRADEPROPOSEDGRADEPROPOSED GRADEPROPOSED GRADEPROPOSED GRADEMWS-L-6.33-V-UGMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL8C210MWS-L-8-16-V-UG-HCMODULAR WETLANDSYSTEM FOR WATERQUAILTY TREATMENTSEE DETAIL10C21055 LF 8" CPEP @ 2.5%18 LF 8"PVC @ 0.0%# 60 CB TYPE II - 54"RIM=458.70IE=450.45 8"(IN)NIE=450.45 8"(OUT)EFLOW CONTROL STRUCTUREW/ SOLID LOCKING LIDSEE DETAIL177 LF 15" PVC @ 1.9%146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%177 LF 15" PVC @ 1.9%146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%177 LF 15" PVC @ 1.9%# 62 CB TYPE II - 60"RIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)E146 LF 15" PVC @ 1.0%67 LF 15" PVC @ 2.0%48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%48 LF 8" DI @ 1.0%# 61 CB TYPE IRIM=462.60IE=458.57 8"(OUT)SEW/ VANED GRATESEE DETAIL43544044545045546043544044545045546010+0010+608 LF 8"PVC @ 1.1%# 36 CB TYPE II - 54"RIM=456.11IE=450.67 8"(IN)NIE=451.42 8"(IN)EIE=451.42 8"(IN)WIE=448.67 8"(OUT)SFLOW CONTROL STRUCTURE# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATEEX GRADEPROPOSED GRADEEX 12" SDIE=456.74'6" SEWER X'INGBOTTOM=450.7912" SEWER X'INGIE=451.15(ASSUMED)12" SEWER X'INGIE=449.60(ASSUMED)GAS X'ING3" WATER X'INGIE=454.51GAS X'ING4" WATER X'INGIE=455.54'6" WATER X'INGIE=454.74'8" WATER X'INGIE=450.83EX 8" WATER X'ING53 LF 8" CPEP @ 1.0%# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=439.06 EX 15" (OUT)EIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAIN32 LF 8" CPEP @ 1.2%# 73 CB TYPE IRIM=460.34IE=456.32 8"(IN)NIE=456.32 8"(IN)EIE=456.32 8"(OUT)SW/ VANED GRATESEE DETAIL2C2132C2132C2132C2132C2132C2134404454504554604654404454504554604650+000+8026 LF 15"PVC @ 1.0%# 62 CB TYPE II - 60"RIM=459.39IE=446.45 15"(IN)NEIE=446.45 15"(IN)WIE=446.45 15"(OUT)ECONNECT TO EX SDMHIE=446.71 15"(OUT)SW39 LF 6" PVC @ 8.0%# 79 SDCORIM=461.67IE=458.95 6"(IN)NIE=458.95 6"(OUT)W9C251MC-3500 STORMTECHCHAMBER DETENTIONSYSTEM. SEE SHEETC251 FOR DETAILSStorm Profile 2Storm Profile 6Storm Profile 3Storm Profile 4Storm Profile 5Storm Profile 1C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C240DRAINAGE PROFILESR-411017 GRADE BREAK 48 LF 15" PVC @ 1.4%147 LF 15" PVC @ 1.6%SD# 16 CB TYPE II - 48"RIM=455.40IE=444.34 15"(IN)NWIE=444.34 15"(OUT)SW/ SOLID LOCKING LIDSD# 15 CB TYPE II - 60"RIM=455.97IE=441.97 15"(IN)NIE=450.47 8"(IN)SIE=439.06 8"(IN)WIE=493.06 EX 15" (OUT) EW/ SOLID LOCKING LIDCONNECT TO EXSTORM MAINSD# 36 CB TYPE II - 54"RIM=456.11IE=450.67 8"(IN)NIE=451.42 8"(IN)EIE=451.42 8"(IN)WIE=448.67 8"(OUT)SFLOW CONTROL STRUCTURESEE DETAIL47 LF 8" PVC @ 6.8%MWS-L-4-6.33-V-UGMODULAR WETLANDSYSTEM FOR WATERQUALITY TREATMENTSEE DETAIL.SC-310 STORMTECH CHAMBERDETENTION SYSTEM W/ 9"STONE BASE 529CHAMBERS VOLUMEPROVIDED = 18,907 CFPROPOSED SEWERMAIN SEE UTILITY PLANSHEET C400146 LF 15" PVC @ 1.0%54 LF 8" PVC @ 6.8%8" SD IE=446.77WATER QUALITYVAULT OUTLET8" SD IE=447.27WATER QUALITYVAULT INLETNON-INFILTRATINGBIORETENTION CELLSEE DETAIL8C2104 LF 6" PVC @ 2.0%CONNECT TO STORMTECHCHAMBER SYSTEMIE =451.1215C210INSPECTION PORTSEE DETAILSTORMTECHCHAMBEROUTLETIE=450.67100 LF 6" PERFPIPE @ 0.0%SDCORIM TO GRADEIE = 451.12ISOLATOR ROWSEE DETAILSD# 55 CB TYPE II - 48"RIM=456.20IE=442.73 8"(IN)WIE=448.59 8"(IN)NIE=442.73 8"(OUT)EW/ VANED GRATE36 LF 8" PVC @ 11.2%TYPE 1 CB W/ OVERFLOW GRATERIM=454.20IE=451.20 6" (OUT) WSEE DETAIL3C2116C2503C212WEIR WALLPER L'SCAPEPLANS (TYP)42.8'144.4' 91.5' 22.7' 15.1' 17 LF 8"PVC @ 1.0%SD# 64 CB TYPE IRIM=455.66IE=452.53 8"N12 HDPE(OUT)SW/ VANED GRATE14 LF 8" PVC @ 1.0%SD# 63 CB TYPE IRIM=453.00IE=450.61 8"(OUT)NW/ BEEHIVE GRATE AND RIP RAP COLLARSEE DETAILSD# 66 CB TYPE IRIM=456.41IE=453.74 8"(OUT)WW/ VANED GRATESEE DETAIL38 LF 8" PVC @ 8.6%SD# 46 CB TYPE II - 48"RIM=455.23IE=444.99 15"(IN)WIE=444.99 15"(OUT)SEW/ SOLID LOCKING LID8 LF 8" PVC @ 1.1%12C210FLOWLINE99.6'6" TRENCH DRAINSLOPPED TO DRAIN ATCENTERIE=454.50 6" (OUT)W660-CPS OIL/WATERSEPARATOR COALESCINGIE=454.42 6" (IN) EIE=454.42 6" OUT W4 LF 6"PVC @ 2.2%13 LF 6"PVC @ 20.2%INSPECTION PORTSEE DETAIL3C211INSPECTION PORTSEE DETAIL3C21123 LF 6"PVC @ 13.9%SLOTTED VERTICALCURBSEE DETAILSEE SHEET C210FOR BIORETENTIONPLANTER PROFILE7C310ENERGY DISSIPATERSEE C300 PAVING PLAN12C210SEE DETAIL THIS SHEETFOR DITCH PROFILEOUTFALLPROTECTIONSEE DETAIL12C250CONNECT TOSTORMTECHCHAMBER SYSTEMIE=451.50 (TYP 30)LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%Do not use BlockEdit, Use LEGEND to edit052040SCALE 1"=10'KEY NOTES:1.REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEMUNLESS OTHER NOTED SEE DETAIL2.CONNECT FOOTING DRAIN TO CATCH BASIN.11SC-310 Stormtech Chamber Enlargement Plan5SC-310 Stormtech Chamber System SectionEL. VARIESEL=453.50EL=452.75EL=451.12EL=450.678" SD IE OUT=451.12SOLID WALL 6" HDPEAFTER GEOTEXTILEBARRIER.CONNECT PERF. PIPETO SOLID WALL HDPE6" PERF. FTG DRAINIE IN=450.67COMPACTEDSUBGRADESTORMTECH SC-310CHAMBER ROW6SD#36 SC-310 Stormtech Chambers Flow Control StructureNOTES:1.USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN PER CITY OF RENTONSTD DETAIL 237.00 AND 237.302.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW3.METAL PARTS: CORROSION RESISTANT NON-GALVANIZED PARTS PREFERRED.GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.4.FRAME AND LADDER OR STEPS OFFSET SO:A.CLEANOUT GATE IS VISIBLE FROM TOP.B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.C.FRAME IS CLEAR OF CURB.5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TOHAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4"6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TOCONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING)7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUMCLEARANCE AS SHOWN8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TOTANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITHWATERTYPE 9 MINERALAGGREGATE W/PORTLAND CEMENTMH SERIES 200TYPE 2 54" ØIE = 450.678" INLET PIPESTANDARDGALVANIZED STEELSTEPS. SEE AUSTINCO SPECS.2' - 0"2' - 0"MAX WSEL=453.504" MINRESTRICTOR PLATEWITH 0.50"Ø ORIFICEIE = 448.676" THK GROUT ALL AROUNDLIFT GATESEE DETAIL 'B'8" OUTLET PIPEIE = 451.9918" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT4" MIN - 1'-6" MAX6" MIN2' - 6" MIN ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = 456.00LIFT GATE CONTROL RODSECTIONPLANIN2' M I N ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.DETAIL 'C'N.T.S.6" MAX6" MINSEWER SADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 0.875"Ø ORIFICEINOUT 2" MIN12Outlet ProtectionINMIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLS8" INLET PIPEIE=451.42C250SC-310 STORMTECHCHAMBER PLANC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021 LegendPROPERTY LINESTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%Do not use BlockEdit, Use LEGEND to edit052040SCALE 1"=10'KEY NOTES:1.REFER TO ARCHITECTURAL PLANS FOR DOWNSPOUTLOCATIONS. CONNECT ALL DOWNSPOUTS TO STORM SYSTEMUNLESS OTHER NOTED SEE DETAIL2.CONNECT FOOTING DRAIN TO CATCH BASIN.GRADE BREAKRIDGELINE CONNECT TOSTORMTECHCHAMBER SYSTEMIE=450.97MC-3500 STORMTECHCHAMBERS DETENTIONSYSTEM W/ 12" STONE BASE160 CHAMBERS VOLUMEPROVIDED = 29,259 CF14 LF 12"PVC @ 18.5%86 LF 12" PVC @ 1.0%SD# 21 CB TYPE II - 48"RIM=456.91IE=450.45 8"(BIDIRECTIONAL)WIE=450.10 8"(IN)NIE=450.45 8"(IN)EIE=450.45 8"(OUT)SW/ SOLID LOCKING LIDSEE DETAILSD# 47 CB TYPE IRIM=457.84IE=455.02 8"(OUT)NSPILL CONTROLSTRUCTUREW/ VANED GRATESEE DETAIL8 LF 8" PVC @ 50.6%SD# 49 CB TYPE IRIM=460.41IE=457.35 8"(OUT)NSPILL CONTROL STRUCTUREW/ VANED GRATESEE DETAIL8 LF 8" PVC @ 74.0%INSPECTION PORTSEE DETAILINSPECTION PORTSEE DETAIL1DS1DS1DSISOLATOR ROWSEE DETAILSD# 60 CB TYPE II - 54"RIM=458.70IE=450.45 8"(IN)NIE=450.45 8"(OUT)EFLOW CONTROL STRUCTUREW/ SOLID LOCKING LIDSEE DETAIL18 LF 8" PVC @ 0.0%3C2123C2113C21120 LF 6" PVC @ 18.3%19 LF 6" PVC @ 33.8%8 LF 6" PVC @ 35.4%SD# 42 CB TYPE II - 48"RIM=461.17IE=452.41 12"(IN)NWW/ SOLID LOCKING LID47 LF 6" PVC@ 6.8%41'229.3'79.3'48.2'79.3'1DS1DS38 LF 8"PVC @ 8.6%12 LF 6" PVC @ 25% 10 LF 6" PVC @ 2.0%SDCORIM TO GRADEIE=456.50SDCORIM TO GRADEIE=458.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.00SDCORIM TO GRADEIE=457.00INSPECTION PORTSEE DETAIL3C21169 LF 6" PVC @ 2.0%5 LF 6" PVC@ 38.8%6" SDCORIM TO GRADEIE=457.00WYE CONNECTIONIE=455.447 LF 6" PVC@ 38.8%3 LF 8" PVC @ 0.0%2C2132C2133C2139C251CONNECT FOOTINGDRAINS TO STRUCTUREAS SHOWNCONNECT TOSTORMTECHCHAMBER SYSTEMIE = 451.43CONNECT TOSTORMTECHCHAMBER SYSTEMIE = 452.61CONNECT TOSTORMTECHCHAMBER SYSTEMIE = 451.45 (TYP 6)8MC-3500 Stormtech Chamber Enlargement Plan10MC-3500 Stormtech Chamber System SectionEL. VARIESEL=456.20EL=455.20EL=451.45EL=450.458" SD IE OUT=451.45SOLID WALL 6" HDPEAFTER GEOTEXTILEBARRIER.CONNECT PERF. PIPETO SOLID WALL HDPE6" PERF. FTG DRAINIE IN=450.45COMPACTEDSUBGRADESTORMTECH MC-3500CHAMBER ROWNOTES:1.USE A MINIMUM OF A 54" DIAMETER TYPE 2 CATCH BASIN2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW PER CITY OF RENTONSTANDARD DETAIL 237.00 AND 237.303.METAL PARTS: CORROSION RESISTANT NON-GALVANIZED PARTS PREFERRED.GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1.4.FRAME AND LADDER OR STEPS OFFSET SO:A.CLEANOUT GATE IS VISIBLE FROM TOP.B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.C.FRAME IS CLEAR OF CURB.5.IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TOHAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4"6.PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TOCONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING)7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUMCLEARANCE AS SHOWN8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TOTANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITHWATERPLANINOUT2" MINROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSSTANDARD GALVANIZED STEELSTEPS. SEE AUSTIN CO SPECS.DETAIL 'C'N.T.S.8" MINNEOPRENE GASKETPRESSURE RELEASE ASSEMBLYLIFT GATE CONTROL ROD6" MAX6" MINSEWER SADDLEREMOVABLE WATERTIGHT COUPLING8" ELBOWDRILLED CAP PLATEWITH 1.25"Ø ORIFICEDETAIL 'B'N.T.S.9MC-3500 Stormtech Chambers Flow Control StructureTYPE 9 MINERAL AGGREGATEW/ PORTLAND CEMENTMH SERIES 200TYPE 2 54" ØIE = 450.458" INLET PIPE2' - 0"2' - 0"MAX WSEL=456.204" MINRESTRICTOR PLATE WITH 0.750"ØORIFICEIE =450.456" THK GROUT ALL AROUNDLIFT GATE - SEE DETAIL 'B'8" OUTLET PIPEIE = 454.8518" MINPIPE SUPPORT 3"x.09 GAGEBOLTED OR EMBEDDED 2" INWALL AT MAX 3' SPACING. MINONE SUPPORT4" MIN - 1'-6" MAX2' - 6" MIN ROUND SOLID COVER MARKED'DRAIN' W/ LOCKING BOLTSRIM = 458.70LIFT GATE CONTROL RODSECTION11Not Used12Not UsedC251C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021SC-3500 STORMTECHCHAMBER PLAN ABCEDE.2E.3F1110988.2765.554321FEDCBA11.423455.56788.29101124.0'116TH AVE SE 8'9'5'6' 9.0' (TYP)6.0'9'5'24.0'10C31012.5'33.0'20.0'15.0'9.0'(TYP)9.0'(TYP)PROPOSED LOTLINE PER SHORTPLAN PROCESS9.0'(TYP)9.0'(TYP)9.0'(TYP)9.0'(TYP)8.5' (TYP) 8.5' (TYP)R6.5'R22.3'R53.4'R3'R25'R6.5'R2.5'R2'R6.5'R23'R4.5'R6.5'R5.5'R5. 5 'R3.5'R4.5'R4.5'R6.5'6.5'9'2'6'24'24'6'3C310JJ20'16'16'5C3116'6'9C3105.5'2C31110C3105C3105C3102C3114C3118C3101CONCRETE SIDEWALKSEE DETAILEXISTING CASCADEELEMENTARY SCHOOLPROPOSED TREES(TYP-SEELANDSCAPE PLANS)FAMILY FIRSTCOMMUNITY CENTERENTRANCEFAMILY FIRSTCOMMUNITYCENTER EXITASPHALT PAVINGSEE DETAILCONCRETE SIDEWALKSEE DETAILASPHALT PAVINGSEE DETAILASPHALTOVERLAY12" STEP IN SLAB8" STEP IN SLABBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSH CONC CURBSEE DETAILNEW CROSSWALKSTRIPINGCONC VERTICALCURB (TYP)SEE DETAILCONC VERTICALCURB (TYP)SEE DETAILLANDSCAPING (TYP)SEE LANDSCAPE PLANSBUILDING CANOPY(TYP). SHOWN FORREFERENCE ONLY.FLUSHCURBNEW PARKING LOTSTRIPING PER PROJECTSPECIFICATIONSHANDRAILS ANDCHEEK WALLS PERLANDSCAPE PLANSTHERMOPLASTICCROSSWALK PERCOR STD PLAN 127PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-40.15-03PERPENDICULARCURB RAMP PERWSDOT STANDARDPLAN F-40.15-03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTIONADA RAMP PERWSDOT STANDARDPLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03CURB TAPERROLLED CONC CURBSEE DETAILBOLLARD PERLANDSCAPE PLANSSTAIRS, SEE GRADINGPLANSSTAIRS, SEE GRADINGPLANSTRASH ENCLOSUREELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYELECTRICAL VEHICLECHARGING STATIONSSHOWN FORREFERENCE ONLYDETECTABLE WARNINGSURFACE (TYP)SEE DETAILENERGY DISSIPATORSEE DETAILHEAVY CONCPAVING (TYP)CHANNELIZATIONMARKERS (TYP)SEE DETAILSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSSEE SHEET C230RAMP GRADINGDETAILSROW DEDICATION FOR FUTUREFRONTAGE IMPROVEMENTS BYCITY OF RENTONCURB TAPERABCDRELOCATE EX SPEED CAMERA ANDRECONNECT EXISTING CONDUITSFINAL LOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILRELOCATE EX "SCHOOL X-ING"SIGN AND RECONNECTEXISTING CONDUITSFINAL LOCATION TO BECOORDINATED WITH ANDAPPROVED BY ATSSEE DETAILWHEEL STOPSEE DETAILPAVEMENT PER CORSTANDARD 110.1SEE DETAILCURB REPLACEMENT PERCOR STANDARD DETAILSTA 10+13.86 (16.4' RT)SEE DETAIL3C3111C311SLOTTED VERTICAL CURBSEE DETAIL7C310WEIR WALLSEE LANDSCAPE PLANSCONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB ANDGUTTERSEE DETAIL1C311CONCRETE CURB AND GUTTERSEE DETAIL1C31116.1'R3.5'R3.5'R3'R3'BOLLARDS PERL'SCAPE PLANS10+00 11+00 12+00 13+0010+50 11+50 12+50 13+50 SEE NOTE 1SEE NOTE 2THERMOPLASTICCROSSWALK PERCOR STD PLAN 127BUILDING GRID WORK POINTINTERSECTION GRID LINE 2AND GRID LINE EN: 169927.30E: 1306019.85BUILDING GRID WORK POINTINTERSECTION GRID LINE 11AND GRID LINE AN: 170017.41E: 1306245.03HEAVY CONCRETEPAVING (TYP)OUTFALL PROTECTIONSEE DETAIL6C310SAWCUT SIDEWALKSTA 10+07.50 (23.1' RT)MATCH EXISTING CURBSTA 10+46.71 (17.8' RT)MATCH EX CURBSTA 10+98.96 (17.0' RT)SAWCUT AND MATCH EX SIDEWALKSTA 10+98.85 (28.9' RT)SAWCUT AND MATCHEXISTING SIDEWALKSTA 11+88.10 (27.0' RT)MATCH EXISTING CURBSTA 12+80.92 (16.9' RT)MATCH EXISTING CURBSTA 12+79.03 (26.5' RT)LIGHT POLE PERELECTRICAL PLANS(TYP)6C3118C311RELOCATE EX FLASHING BEACONAND TRAFFIC LOOPS FINALLOCATION TO BE COORDINATEDWITH AND APPROVED BY ATSSEE DETAILS8C3114C312N: 169819.42E: 1305809.93FFCC NORTH DRIVE WAY CENTER LINESTA 12+20.58 (46.9' RT)N: 170039.89E: 1305816.79CASCADE ES DRIVEWAY CENTER LINESTA 12+47.49 (45.7' RT)N: 170066.79E: 1305817.63FFCC SOUTH DRIVE WAY CENTER LINESTA 10+73.30 (47.7' RT)N: 169892.18E: 1305812.20SPECIALTY PAVERSPER L'SCAPE PLANSSTOP BAR32BLACKOUTSTRIPINGSTOP BAR2144R6.5'3C310ROLLED CONC CURBSEE DETAIL17C310SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.03SINGLE DIRECTION ADARAMP PER WSDOTSTANDARD PLAN F-40.16.030102040SCALE 1"=20'LegendPROPERTY LINEDo not use BlockEdit, Use LEGEND to editCONCRETE WALKCROSSWALK STRIPINGADA PARKING STALLASPHALT PAVEMENTVERTICAL CURBSLOTTED VERTICAL CURBASPHALT OVERLAYLIMITS OF CONSTRUCTION1C3107C31010C3105C310ROLLED CURB3C310CONCRETE PAVING12C3102C31110C310Key NotesRIGHT TURN ONLY1STOP SIGN2SERVICE ENTRANCE ONLY - DO NOT ENTER3EXTENTS OF FIRE LANE STRIPINGADA SIGNAGE SEE DETAIL 414C310SIGN POST SEE DETAIL6C31118+00 18+30 MONUMENT TIE-IN LOCATIONSTA 18+26.96N: 170648.98E: 1305835.75C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C300PAVING, CHANNELIZATION,HORIZONTAL CONTROLPLANCURB RETURN DATAABCDR-411019HORIZONTAL CONTROL FOR ADA RAMPSBCDRAMPSTATION & OFFSETADD 1Asphalt Overlay Paving Section12ADA Parking Stall14ADA Sign15Concrete Paving Control Joint9Detectable Warning Surface10Unreinforced Concrete Slab-on-grade8Wheel Stop7Slotted Conc Vertical Curb w/ Curb Inlet5Asphalt Paving Section4Asphalt Thickened Edge3Rolled curb and transition6Gravel Outfall PadSUBGRADEFINISHED LANDSCAPING GRADEASPHALT THICKENED EDGEFINISHEDGRADE24" MIN2" MINASPHALT PAVEMENTSEE DETAIL5C310DETAIL ANOTE:PREMOLDED CONTINUOUSMASTIC JOINT STRIP ORJOINT MAY BE SAWCUT,SEE DETAIL A BELOWCONCRETE PAVINGSEE DETAILSAWCUT CONCRETE,USE BACKER ROD ANDFILL W/ SEALANT.1/4"BUTYL ORPOLYPROPYLENEROPE ORBACKER RODPROVIDE CONSTRUCTION ORCONTROL JOINTS IN SLABS ON GRADETO BREAK SLAB INTO RECTANGULARAREAS. AREAS TO BE APPROXIMATELYSQUARE AND HAVE NO ACUTEANGLES. JOINT LOCATIONS TO BEAPPROVED BY THE ARCHITECT.SEELANDSCAPE PLANS FOR STAMPPATTERN, COLOR AND FINISH.1/4D1/4"DEPTHHEAVY CONC PAVING: 5"CONC SIDEWALK: 4"BROOM FINISHEDCONCRETE SLABCRUSHED SURFACING BASE-COURSECOMPACT TO 95% MAX DENSITYSCARIFY AND RE-COMPACT TOP 12" OFEXISTING SOIL TO 95% MAX DENSITY(SOILS ENGINEER TO APPROVE EXSUB-GRADE PRIOR TO PLACEMENT OFCONC)NOTES:1.PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL4"DEPTHHEAVY CONC PAVING: 5"CONC SIDEWALK: 4"15C3106"24"12"6"FLOWLINE2"12"12"13" R12" R1/2" RNOTES:1.FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED.2.THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS,INLETS, CURB RETURNS, OR A MAXIMUM SPACING OF 10 FEET.3.THRU JOINTS SHALL BE 1/2" WIDE PRE-MOLDED JOINT FILLER.4.ALL JOINTS SHALL BE CLEAN AND EDGED.5.STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOODFORMS MAY BE USED ON CURVED SECTIONS.6.FINISH SHALL BE LIGHT BROOM.PAVEMENTCONC TRAFFIC CURBSEE DETAIL24"DRIVEWAY W IDTH 6"12"2C311EACH PARKING SPACE RESERVED FOR PERSONS WITHPHYSICAL DISABILITIES SHALL BE IDENTIFIED BY AREFLECTORIZED SIGN PERMANENTLY POSTEDIMMEDIATELY ADJACENT TO AND VISIBLE FROM EACHSTALL OR SPACE CONSISTING OF A PROFILE VIEW OF AWHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUEBACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN70 SQUARE INCHES IN AREA AND, WHEN IN THE PATHOF TRAVEL, SHALL BE 60" FROM THE FINISHED GRADEOF THE PARKING SPACE TO THE BOTTOM OF THE SIGN.AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN ACONSPICUOUS PLACE, AT EACH ENTRANCE TOOFF-STREET PARKING FACILITIES, OR IMMEDIATELYADJACENT TO AND VISIBLE FROM EACH STALL ORSPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHESBY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN1 INCH IN HEIGHT, WHICH CLEARLY ANDCONSPICUOUSLY STATES THE FOLLOWING:"UNAUTHORIZED VEHICLES PARKED IN DESIGNATEDDISABLED PARKING SPACES NOT DISPLAYINGDISTINGUISHING PLACARDS OR LICENSE PLACESISSUED FOR PHYSICALLY DISABLED PERSONS MAY BETOWED AWAY AT OWNERS EXPENSE. TOWED VEHICLESMAY BE RECLAIMED AT ____________ OR ____________OR BY TELEPHONING _____________."* STALL DIMENSIONS NOTE:COMPACT STALL - 8'-0" X 16'-0"MODIFIED STALL 8'-6" X 20'-0"STANDARD STALL - 9'-0" X 20'X0"INTERNATIONAL ACCESS SYMBOLPAINTED ON PAVING3'-0"3'-0"PAINTED BLUEBACKGROUNDPAINTED WHITELOGOVARIESPERPLANASPHALT PAVING FLUSHTO CONC SIDEWALKDISABLED ACCESSIBILITY SIGNAGE2' 0C1'1'DISABLED ACCESSIBILITY SIGNAGESEE DETAILPORT STYLE WHEEL STOPSEE DETAILINTERNATIONAL ACCESSSYMBOL PAINTED ON PAVINGADA STRIPINGSEE DETAIL14C3102' - 0"5' - 0" 2' - 0"GRADEMUST CONTAIN WORDING:"STATE DISABLED PARKINGPERMIT REQUIRED"METAL SIGN; BOLTTO PIPE COLUMNMUST CONFORM TOMUTCD STANDARD R7-87"10"7"6"3"2' - 10"11"3" WIDE PAINTSTRIPE TRAFFICLINE WHITENOTES:1.PROVIDE SYMBOL IN ALL HANDICAPPEDPARKING STALLS INDICATED ON SITEPLAN.2.PROVIDE SIGN AT ALL HANDICAPPEDPARKING STALL INDICATED ON SITE PLAN.3.SEE STANDARD DETAIL CK-R.43 FOR SIGNINSTALLATION.SECTION A-ACONCRETE WHEEL STOP W/ (1)NO 4 BAR (EACH END)APPLY EPOXY RESIN TOCONTACT SURFACESASPHALT PAVINGEMBED DOWEL6" MINAA 1'-0 " 4 "7"3"2'-0"6'-0"1'-0"1'-0"4"2"2"2"5"1"8C310NOTES:1.SEE DETAIL 14/C3.10 FOR GENERAL PAVING NOTES.FINISHED GRADESAWCUT, TACK AND MATCHEX ASPHALT FULL DEPTHSUBGRADE12"EXISTING SUB-GRADE COMPACTED TO95% MAX DENSITY PER ASTM D 1557 ORCOMPACTED STRUCTURAL FILL.6" CRUSHED SURFACE BASE COURSECOMPACT TO 95% MAX DENSITY2" DEPTH HMA PAVEMENTEX UNDISTURBED PAVEMENTSUB-BASE MUST BE COMPACTEDTO 95% MAX DENSITY PER ASTM D 1557EXISTING ASPHALTMAX.MIN.ABCD0.65"0.9"0.45"TRUNCATED DOME SPACING__AATRUNCATED DOME SECTION0.90"2.40"1.60"1.40"E0.2"0.2"TRUNCATED DOME DETAILSBAA B E CDNOTE: DETECTABLE WARNING COLOR AND TYPE PER PROJECT SPECIFICATIONS.13Taper Curb EndASPHALT PAVEMENTFINISH GRADEVERTICAL CONCRETECURB OREXTRUDED CURB2"10"6" 1'-4"1' TAPER20Not Used19Not Used18Not Used17Vertical and Flush Concrete Curb16ADA Striping36"18" ±24" ±CAST OF CUT SLOTS INTO CURBSLOPE FROM FACE OF CURBPAVEMENT BEYONDCONCRETE VERTICAL CURBSEE DETAIL6"2C31110C310MIRAFI - EROSION FABRICOR APPROVED SUBSTITUTEPAD IS 4' WIDE MINDISCHARGEPIPE (PER PLAN)PER PLAN1' MIN THICKNESS4" - 8" Ø AVGQUARRY SPALLSFINISHED GRADEEX ASPHALT PAVEMENT SUB-BASE.EX ASPHALT PAVING - DEPTH VARIES2" HMA OVERLAY THICKNESS MAY VARYSLIGHTLY TO PROVIDE POSITIVE DRAINAGE10'GRIND OVER 10'TRANSITION TO MATCH ALLADJACENT ELEVATIONS OFASPHALT/CONCRETEEX CURB12"ADA STALLWIDTH PER PLANSLENGTH PER PLAN2' OC1'1'16C3105-1/2"6"ASPHALTPAVEMENTSLOPEVARIESR=1"7-3/4"CAST-IN-PLACECONCRETE4" MIN COMPACTED CRUSHEDSURFACING TOP COURSE1'-4"NOTE:INSTALL JOINTS TO MATCHSIDEWALK SPACING OR AT 10' O.C.MAXIMUM PER DETAILFLUSH CURBSITUATIONR=1"COMPACTED STRUCTURAL FILLSUB-BASE (OR EXISTINGSUBGRADE) PERGEOTECHNICAL ENGINEER3"3"2-4# CONT.(BUS LOOPDRIVE ONLY)15C310C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C310PAVING DETAILSR-411020 5Energy Dissipator4Channelization Markers2Concrete Vertical Curb3Longitudinal Patch For Flexible Pavement1Curb and Gutter Replacement Detail6School Zone Crossing Sign8Flashing Beacon Type 1 SignalC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C311CITY OF RENTONPAVING DETAILS 8Not Used7Not Used6Not Used5Not Used4Transportation Notes3Not Used2Not Used1Not UsedC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C312CITY OF RENTONPAVING DETAILS ABCEDE.2E.3F1110988.2765.554321FEDCBA11.423455.56788.291011CONNECT TO EX WATER MAIN(CUT-IN-CONNECTION)PER SCWSD STD DETAIL W-20(1)10" TEE (FL)(1)10" GATE VALVE (FL)(2)10" GATE VALVES (MJxFL)(2)10" COUPLING(2) DI NIPPLE4" DCVA AND VAULTW/ SUMP PUMP4" FIRE SERVICESEE MEP PLANS FORCONTINUATION4" WATER SERVICESEE MEP PLANS FORCONTINUATION4" WATER METERSEE DETAIL.CONNECT TO EX GAS MAINCONTRACTOR/DEVELOPERTO CONTACT OWNER OFTHE HIGH PRESSURENATURAL GASTRANSMISSION PIPELINESOPERATED BY WILLIAMSNORTHWEST PIPELINEBEFORE ANY GROUNDDISTURBANCE WITHIN500FT OF PIPELINEEXISTING CASCADEELEMENTARY SCHOOL10' WATER EASEMENT116 LF 8" DI CL52302 LF 8" DI CL52116TH AVE SE 111 LF 8" DI CL52 27 LF 4" DI CL52 (RJ)(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKINGPROPOSED LOTLINE PER SHORTPLAT PROCESS18 LF 8" DI CL52FIRE HYDRANT6" SSCORIM TO GRADEIE=451.404 5 L F 6 " P V C @ 1 0 . 3%2 LF 6" PVC @ 4.5%CONNECT TO EXISTING SSMHIE = 445.006" SANITARY SEWERSEE MEP PLANS FORCONTINUATIONIE = 451.5011 LF 8" DI CL523 LF 4" DI CL522" HDPE GRAVITY DRAINPIPE TO CATCH BASINFROM WATER VALUT2" HDPE GRAVITY DRAINPIPE TO CATCH BASINFROM WATER VALUT(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 8" 45° BEND (MJ)W/THRUST BLOCKING(1) 4" 90° BEND W/THRUST BLOCKINGPROPOSED STORMSYSTEM SEESHEET C200PROPOSED STORMSYSTEM SEESHEET C200GAS METER(1) 4" 22.5° BEND W/THRUST BLOCKING160 LF 4" DI CL52CONNECT RELOCATEDSPEED CAMERA TOEXISTING CONDUITSCONNECT TO EX WATER MAIN(CUT IN CONNECTION)(1) 8"x6" TEE (FLxMJ)(1) 6" GATE VALVE (FLxMJ)W/ THRUST BLOCKING(1) 8"x6" TEE (MJxFL)(1) 6" GATE VALVE (MJxFL)W/ THRUST BLOCKINGFIRE HYDRANT(1) 8"x6" TEE (MJxFL)(1) 6" GATE VALVE (MJxFL)W/ THRUST BLOCKING26 LF 8" DI CL52 FDC15 LF 4" DI CL523 3 L F 8 " D I C L 5 2SEE NOTE 1SEE NOTE 29 LF 6" DI CL52FIRE HYDRANTSEE DETAIL2C41033 LF 6" DI CL52 5C410CONTRACTOR SHALL TRENCHAND BACKFILL FOR PSE PIPE.PSE TO INSTALL GAS SERVICEPIPE. COORDINATE W/ PSE FORAPPROVED SIZE, ROUTING,CONSTRUCTION SEQUENCINGAND TIMING(1) 8" 90° BEND (RJ)W/ THRUST BLOCKING(1)8"x4" TEE (MJxFL)(1)4" GATE VALVE (FLxMJ)W/ THRUST BLOCKINGFIRE HYDRANTSEE DETAIL2C4101-1/2" STUB OUT SEELANDSCAPE PLANS FORCONTINUATION1-1/2" IRRIGATION METERSEE DETAIL.8C41015 LF 6"DI CL521 9 L F 6 " D I C L 5 2 4 8 L F 6 " D I C L 5 2 3 LF 12"DI CL52(1) 6" 45° BEND (RJ)W/ THRUST BLOCKINGPER SCWSD STD DETAIL W-171 LF 8" DI CL52(1)8"x6" TEE (FL)(1)6" GATE VALVE (FL)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 453.6310' PROPOSEDWATER EASEMENT81 LF 8" PVC @ 2.0%#1417-1 SSMHRIM=456.94IE=446.75 6"(IN)SWIE=446.65 8"(OUT)ECONNECT TO EX WATER MAIN(CUT-IN-CONNECTION)(1)8"x8" TEE (MJxFL)(1)8" GATE VALVE (FLxMJ)W/THRUST BLOCKINGNOTE:ALL MECHANICALJOINT FITTINGS NEED TOHAVE MEGA-LUG STYLEFOLLOWERS FORRESTRAINED JOINT.RPBA AND HOTHOX ENCLOSURETRANSFORMERPER ELEC'L PLANS(2) VERTICAL BENDS W/ THRUST BLOCKIINGPER SCWSD STD DETAIL W-1. ROUTE WATERBELOW STORM PIPE. CONTRACTOR TOREALIGN WATER MAIN AND FIELDVERIFY.TRANSFORMER PER ELEC'L PLANS(2) VERTICAL BENDS W/ THRUSTBLOCKING PER SCWSD STD DETAIL W-1.ROUTE WATER BELOW STORM PIPE.LegendPROPERTY LINESANITARY SEWERSANITARY MH/CO8" SS @ xx%FH/FDC/PIV/VALVEWATER VAULT/METERFHFDCPIVWVWATER MAIN12" DI WDo not use BlockEdit, Use LEGEND to editASPHALT PAVEMENTCONCRETE PAVEMENTBIORETENTIONLANDSCAPE0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)NOTE:WATER AND SEWER SYSTEMS ARE SHOWN FOR REFERENCE ONLY.UNDER SEPARATE PERMITNOTES:1.SCHOOL OCCUPIED AREA FROM AUGUST 30, 2020 UNTIL JUNE 30,2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT2.CONTRACTOR OCCUPIED FROM AUGUST 30, 2020 UNTIL END OFCONSTRUCTION3.CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS ANDASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLEDAND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEBID SET 10/20/2021C400UTILITY PLANW-411001WWP-27-4110 7Sanitary Sewer Cleanout53" Water Meter Installation1Thrust Blocking Sizing Table2Fire Hydrant Asssembly Vertical Curb3Water Service Connection 1-1/2 Inch and Larger4Double Check Detector Backflow Prevention Assembly6Typical Trench Detail81-1/2" & 2" Meter SettersC180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEBID SET 10/20/2021C410SOOS CREEK UTILITYDETAILSW-411002WWP-27-4110 Construction Sequence:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELDBETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALLUTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBERIS 1-800-424-5555.3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.5.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.CPLAN, SHEET C100.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS.8.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS.9.VEGETATE AND STABILIZE SITE.10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.12.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON CONSTRUCTION OF NORTHERNDRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETEDDURING SUMMER AND FINISHED PRIOR TO BEGINNING OF SCHOOL SESSION.SurveyorCivil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: AARON FJELSTAD, PETERRANE SURVEYING10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004(425) 458-4488 CONTACT: EDWIN GREEN JR, PSVertical Datum (NAVD 88)Horizontal DatumNAD 83/91NAVD 88Basis of BearingsA BEARING OF N 01°46'57" E PER R1BenchmarkCITY OF RENTON BENCHMARK NO. 1640(LOCATION)ELEV ON DISC= 466.085'Site InformationNTSCivil AbreviationsCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATE DEPARTMENTOF TRANSPORTATIONProject Notes1.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING ANDCONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTINGPUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES AREDAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THECONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWASUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OFCONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.2.WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFYTHE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.3.ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK INGENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT AS WELL AS SPECIFICATION DIVISION31 AND THE PROJECT PLANS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCEEXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THISREESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION ORCONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120.5.CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN ANDOTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACTMEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS-BUILT DRAWINGS.6.SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN.7.UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THATALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TODETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATEPROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.Developer's/Owners General Notes1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEKWATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANSAPPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BELOCATED.4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADESREQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER’S/CONTRACTOR’SEXPENSE.5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FORINSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THESTANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THEBILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METERINSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALEWILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH ORINSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED ASIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER / CONTRACTOR.8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THEDEVELOPER/CONTRACTOR.9.THE DEVELOPER / CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE APRE- CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THEDEVELOPER/CONTRACTOR SHAH NOTIFY THE DISTRICT’S FIELD REPRESENTATIVE ATLEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.10.THE DEVELOPER / CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMITREQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.SITE INFORMATIONTOTAL SITE AREA: 109,336 SF (2.51 AC)EXISTING CONDITIONSIMPERVIOUS AREA22,651 SF (0.52 AC)PERVIOUS AREA (LANDSCAPE)89,298 SF (2.05 AC)TOTAL111,949 SF (2.57 AC)DEVELOPED CONDITIONSIMPERVIOUS AREA90,605 SF (2.08 AC)PERVIOUS AREA (LANDSCAPE)21,344 SF (0.49 AC)TOTAL111,949 SF (2.57 AC)Soos Creek Water and Sewer District Water General Notes(Revised 5/16/2011)1"=200'AREA PROPERTY MAP1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER ANDSEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT".2.3.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANSAPPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.4.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.5.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRINGTHE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FORINSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THESTANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILLOF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWERCONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGETSOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES ANDLIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORMSUPPLIED BY THE DISTRICT).7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THEDEVELOPER/CONTRACTOR.9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE APRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THEDEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS(REGULAR WORKING DAYS) BEFORE STARTING WORK.10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMITREQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.11.CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THEDISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BEPERMITTED TO ENTER THE EXISTING SYSTEM.VICINITY MAPSH.NO.DESCRIPTIONSHEET INDEXWATER DETAILSWATER MATERIALS & SURFACE RESTORATION542WATER MAIN PLAN31WATER MAIN NOTES & VICINITY MAPCONSTRUCTION PROVISIONSEX 8" WATER MAINPROPOSED FAMILYFIRST COMMUNITYCENTERPROPOSED WATERLOOPEX CASCADEELEMENTARYSCHOOL BUILDINGSE 160TH PL116TH AVE SE SE 163TH ST119TH AVE SE EXISTING CASCADEELEMENTARYWATER LOOPWATER DETAILS650441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C501WATER VICINITY MAPSAND NOTES CONNECT TO EX WATER MAIN(CUT-IN-CONNECTION)PER SCWSD STD DETAIL W-20(1)10" TEE (FL)(1)10" GATE VALVE (FL)(2)10" GATE VALVES (MJxFL)(2)10" COUPLING(2) DI NIPPLEEXISTING CASCADEELEMENTARY SCHOOL116TH AVE SE PRIVATEDOMESTICWATERPROPOSEDSINGLE PLATPROPERTY LINE459.504" DCVA AND 575-LA VAULTWITH 57TL-2-332P VAULT LIDW/ SUMP PUMP PER SCWSDSTD DETAIL W-25A (RJ)4" FIRE SERVICESEE MEP PLANS FORCONTINUATION3" WATER SERVICESEE MEP PLANS FORCONTINUATION4" WATER METER AND 575-LAVAULT WITH 57TL-S-332PVAULT LID PER SCWSD STDDETAIL W-26ACONNECT TO EX 8" WATER MAIN(STRAP SADDLE CONNECTION)(1)4" GATE VALVE (MJ)PER SCWSD STD DETAIL W-2010' WATER EASEMENT27 LF 4" DICL52 (RJ)15 LF 8" DI CL52FIRE HYDRANT PERSCWSD DETAIL W-511 LF 8" DI CL52160 LF 4" DI CL52116 LF 8" DI CL52302 LF 8" DI CL523 7 L F 8 " D I C L 5 2 108 LF 8" DI CL52 FFE = 461.50FFE = 460.50PROPOSED BUILDINGFFE = 459.8315 LF 6" DI CL52 (RJ)(1)8" 45° BEND (MJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 451.80(1)8" 45° BEND (MJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 452.15(1)8" 45° BEND (MJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 452.15(1)8" 45° BEND (MJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 451.80(1)8" 45° BEND (MJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 451.93(1)8"x6" TEE (FL)(1)6" GATE VALVE (FL)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 453.63(1)22.5° BENDW/ THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 455.53(1)4" 90° BEND W/THRUST BLOCKING PERSCWSD STD DETAIL W-1IE = 455.53CONNECT TO EX WATER MAIN(CUT IN CONNECTION)PER SCWSD STD DETAIL W-20(1)8"x6" TEE (MJxFL)(1)6" GATE VALVE (FLxMJ)W/ THRUST BLOCKINGPER SCWSD STD DETAIL W-1FIRE HYDRANTPER SCWSD STDDETAIL W-552 LF 6" DI CL52 (RJ)15' PUBLIC STORMEASEMENTFIRE HYDRANTPER SCWSDSTD DETAIL W-51 9 L F 6 " D I C L 5 2 ( R J )FDCFIRE HYDRANTPER SCWSD STDDETAIL W-5(1)8"x6" TEE (MJxFL)(1)6" GATE VALVE (MJxFL)W/ THRUST BLOCKINGPER SCWSC STD DETAIL W-1IE = 453.6830 LF 8" DI CL529 LF 6" DI CL52(1)8"x6" TEE (MJxFL)(1)6" GATE VALVE (MJxFL)W/ THRUST BLOCKINGIE = 454.9710"x8" REDUCER (FLxMJ)NOTE: CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS ANDASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED ANDIN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.EX WATERMAINEX SEWERMAINUTIL XING8" WATER TOP=454.558" STORM IE=455.05CLEARANCE=0.50'UTIL XING8" STORM IE=454.328" WATER TOP=453.66CLEARANCE=0.66'UTIL XING8" WATER IE=452.308" STORM TOP=451.12CLEARANCE=1.18'UTIL XING8" WATER TOP=452.828" STORM IE=453.47CLEARANCE=0.65'UTIL XING8" WATER IE=451.9215" STORM TOP=446.93CLEARANCE=4.99'PROPOSEDSEWEREX SEWEREX SEWERMH#2UTIL XING6" WATER IE=455.4915" STORM TOP=448.30CLEARANCE=7.19'UTIL XING4" WATER IE=455.3715" STORM TOP=448.63CLEARANCE=6.74(1)8"x4" TEE (MJxFL)(1)4" GATE VALVE (FLxMJ)W/ THRUST BLOCKINGPER SCWSD STD DETAIL W-1UTIL XING15" STORM TOP=450.164" WATER IE=455.53CLEARANCE=5.37'EX GATEVALVE10' EXISTINGWATER EASEMENTEX 8" WATEREX WATERMETERUTIL XING8" STORM IE=453.308" WATER TOP=452.47CLEARANCE=0.83'UTIL XING8" WATER TOP=452.526" STORM IE=453.54CLEARANCE=1.02'EX WATERMETEREX WATERTEEEX WATERVALVEIRRIGATION METERW/DCVA VAULTPER SCSWD STD W-25ARPBA AND HOTBOX ENCLOSURE4 8 L F 6 " D I C L 5 2 ( R J )CONNECT TO EX WATER MAIN(CUT-IN-CONNECTION) PERSCWSD STD DETAIL W-20(1)8"x8" TEE (MJxFL)(1)8" GATE VALVE (FLxMJ)W/THRUST BLOCKINGPER SCWSD STD DETAIL W-171 LF 8" DI CL523 LF 8"DI CL52(1)6" 45° BEND (RJ)W/ THRUST BLOCKINGPER SCWSD STD DETAIL W-1IE = 455.4910' PROPOSEDWATER EASEMENTEX FIREHYDRANT16 LF 4" DI CL526 LF 4" DI CL52 (RJ)UTIL XING8" WATER IE=452.548" SEWER TOP=446.81CLEARANCE=5.73'PRIVATE FIRESERVICE(1)4" 90 BEND (RJ)W/ THRUST BLOCKINGPER SCWSD STD DETAIL D-1VAULT DRAIN LINE.CONNECT TO CB.EX WATERTEEEX WATERTEEEX WATERTEENOTE:ALL MECHANICALJOINT FITTINGS NEED TOHAVE MEGA-LUG STYLEFOLLOWERS FORRESTRAINED JOINT.(2) VERTICAL BENDSW/ THRUST BLOCKING PERSCWSD STD DETAIL W-1.ROUTE WATER BELOWSTORM PIPE.(2) VERTICAL BENDS W/ THRUSTBLOCKING PER SCWSD STDDETAIL W-1. ROUTE WATERBELOW STORM PIPE.CONTRACTOR TO REALIGNWATER MAIN AND FIELD VERIFY.CONNECT 6"VAULT DRAINTO STORM PIPE50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com 0102040SCALE 1"=20'NW-28-23-5C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C502WATER PLAN 1.STANDARD SPECIFICATIONSALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOSCREEK WATER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FORROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" AS PREPARED JOINTLY BY THEWASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATECHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTERREFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED.2.TRENCH EXCAVATION, BEDDING AND BACKFILLALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS,THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARDSPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TOAN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR.WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON ANEAT-LINE BY SAW-CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TOPROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLEGIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE ASDETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TOCAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BECUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE.ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATESAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATEINDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALLREGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE ASTRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS ANDCALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERSAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY.WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THEBOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORMSUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HANDSELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIALSHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVETHE CROWN OF THE PIPE.WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISENON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOWTHE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHEDAND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS INPLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTSFOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR AMINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE.IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATIONPURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE,SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OFCOMPACTED FOUNDATION MATERIAL.THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPESIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLYCOMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING ORDISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BESTORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY ANDSHOULDER.ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95 % OF MAXIMUMDENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERESTREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BECONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO4 FEET FROM THE TOP OF THE TRENCH MAY BE WATER SETTLED OR MECHANICALLYCOMPACTED TO 90 % OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THETRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95 % OF THE MAXIMUMDENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC,TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BECOMPACTED TO 90 % OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BECOMPACTED TO 95 % OF THE MAXIMUM DENSITY.ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTORMETHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLEFOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKENWITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCHDEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNINGROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BETESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE ORGOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTMD4832.BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHESTHICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THESPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEETSHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST ACOMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL.IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THEENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BEPLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILLAND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINEDIN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR UNTIL REPLACEDWITH A PERMANENT HOT MIX PATCH.ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BYENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINTSYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER.DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARDPRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCEOF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOMAND SIDES FIRM AND DRY. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TOENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERINGWORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING PONDPRIOR TO RELEASE.GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OFEXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATIONSHALL BE PREVENTED AND NO SOIL SHALL BE ERODED NTO THE EXCAVATION FROM THESIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SOAS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMESHAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOODWORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES,AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATIONOF SAID EQUIPMENT.CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY ORCOLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THEUNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANYBACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATICLEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBEDSTATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OFCOMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES ANDPIPELINES.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMITREQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATERDISCHARGED FROM THE EXCAVATION. THE DEPTH OF COVER FOR WATER MAINS SHALLBE 36" FOR 8-INCH DIAMETER AND SMALLER MAINS AND 48-INCHES FOR MAINS OVER8-INCHES IN DIAMETER. DEPTH OF COVER AT DITCH LINES SHALL MEET THE SAMEREQUIREMENTS. EXCEPTIONS WILL BE ALLOWED ONLY WITH PRIOR APPROVAL OF THEDISTRICT.3.CONNECTION TO EXISTING WATER MAINS. THE CONTRACTOR SHALL NOTIFY THEDISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS INADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITHTHE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING WATERMAIN. THE CONTRACTOR SHALL NOT OPERATE ANY GATEW VALVE OF THE WATERSYSTEM BEFORE, DURING, OR AFTER CONSTRUCTION WITHOUT PRIOR APPROVAL OFTHE DISTRICT. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT ANDLABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THEDISTRICT. THE 48-HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS,SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIALS,EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK ARE ASSEMBLEDON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEEDCONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THECONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TOAN EXISTING WATER MAIN, CONTRACTOR SHALL EXCAVATE THE WATER MAIN ANDVERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINING TYPES OF FITTINGS TO BEUSED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE FIELD REPRESENTATIVEFOR THE DISTRICT.4.SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINSSHALL CONFORM TO SECTION C1-9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN ASPUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. MINIMUMSEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION.PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BELOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES.DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, ANDLIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL STARTUNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROMPUGET SOUND ENERGY.5.THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARYBLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FORANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING.THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHEREUNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BEREQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD.6.WATER TESTING: PRESSURE TESTING OF LINES SHALL BE IN ACCORDANCE WITHSECTION 7-09.3(23) OF THE STANDARD SPECIFICATIONS. TEST PRESSURE SHALL BE THEEXISTING SYSTEM BE THE EXISTING SYSTEM LINE PRESSURE PLUS 150 PSI. MAINS SHALLBE DISINFECTED PER SECTION 7-09.2(24) OF THE STANDARD SPECFICATIONS. THECONTRACTOR SHALL CUBE AND FLUSH ALL NEW WATER MAINS WHILE BEING OBSERVEDBY THE DISTRICT'S FIELD REPRESENTATIVE.7.REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BEREMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIRBROKEN PIPE.8.JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, SEWER MAIN CROSSINGSOF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEELCASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHEDSHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THECONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BEABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLEDTO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADECLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALLBE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER MAIN. WALL THICKNESS SHALLBE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH AMINIMUM THICKNESS OF 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TOGRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILLBE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPEIN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOIDBETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND.9.WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEWSEWER MAINS MAY BE AVAILABLE FROM THE EXISTING WATER DISTRIBUTION SYSTEM.HOWEVER, THE WATER DISTRICT WILL BILL THE CONTRACTOR FOR THE WATER USED ATTHEIR CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWNMETERING FACILITIES TO THE SATISFACTION OF THE WATER DISTRICT OR ACCEPT THEQUANTITIES ESTIMATED BY THE WATER DISTRICT.10.EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTEDFROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UNDER NOCIRCUMSTANCES WILL ERRORS OR OMISSIONS IN THE LOCATION OF UTILITIES ORIMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONALCOMPENSATION TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TOPREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT.11.WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION,AND HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS AND FORSATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THEDATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THEDISTRICT.SCWSD Construction Provision (Revised 5/16/2011)50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C503WATER VICINITY MAPSAND NOTES 1.DUCTILE IRON PIPEALL DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.1(1) OF THESTANDARD SPECIFICATIONS. PIPE SHALL BE CLASS 52 CONFORMING TOLAYING CONDITION TYPE 2, SHALL BE LINED WITH CEMENT MORTAR PERANSI/AWWA C104/A21.4-95, AND SHALL BE SEAL COATED. JOINTS SHALLBE PUSH- ON TYPES WITH RUBBER GASKETS, WHICH FIT INTO ANNULARGROOVES. JOINTS AT VALVES OR FITTINGS MAY BE MECHANICAL JOINTOR FLANGED DEPENDING ON SPECIFICATION AND DRAWINGREQUIREMENT. DUCTILE IRON PIPE MANUFACTURED AND DISTRIBUTEDBY PACIFIC STATES CAST IRON PIPE COMPANY SHALL BEMANUFACTURED AFTER 1988. RESTRAINED JOINTS FOR DUCTILE IRONPIPE SHALL BE U.S. PIPE FIELD LOCK GASKET SYSTEM OR APPROVEDEQUAL.2.FITTINGSFITTINGS FOR DUCTILE IRON PIPE SHALL CONFORM TO SECTION 9-30.2(1)OF THE STANDARD SPECIFICATIONS AND MAY BE FLANGED, MECHANICALOR PUSH-ON AS REQUIRED. FLANGED FITTINGS SHALL CONFORM TO ACLASS 125 PRESSURE RATING. MECHANICAL JOINT FITTINGS SHALL BERESTRAINED WITH MEGA-TUG RESTRAINING DEVICES OR APPROVEDEQUAL. RESTRAINING DEVICES SHALL BE MANUFACTURED OF HIGHSTRENGTH DUCTILE IRON, ASTM A536, GRADE 65-45-12. BOLTS ANDCONNECTING HARDWARE SHALL BE OF HIGH STRENGTH LOW ALLOYMATERIAL IN ACCORDANCE WITH ANSI/AWWA C111/A21.11. ALLRESTRAINING DEVICES SHALL HAVE A WATER WORKING PRESSURERATING EQUIVALENT TO THE FULL RATED PRESSURE OF THE PIPE ONWHICH THEY ARE INSTALLED, WITH A MINIMUM 2:1 SAFETY FACTOR INANY NOMINAL PIPE SIZE. NOTARIZED CERTIFICATION FROM THEMANUFACTURER OF THE RESTRAINT DEVICE SHALL BE PROVIDED WITHSUBMITTALS.THE EXTERIOR OF ALL DUCTILE IRON FITTINGS SHALL BE COATED WITHBITUMINOUS PAINT.3.FIRE HYDRANTSHYDRANTS SHALL CONFORM TO AWWA C-502, EXCEPT AS HEREINMODIFIED. HYDRANTS SHALL HAVE A MINIMUM OF 5-1/4-INCH MAIN VAT\IEOPENING WITH TWO 2-1/2-INCH HOSE CONNECTIONS AND ONE 4-1/2-INCHPUMPER CONNECTION. ALL PORTS SHALL BE FURNISHED WITH NATIONALSTANDARD HOSE THREAD AND 1-1/4-INCH OPERATING NUTS THAT TURNCOUNTERCLOCKWISE TO OPEN.THE PUMPER CONNECTION SHALL BE EQUIPPED WITH A 5-INCH STORZADAPTER MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS.A.STORZ ADAPTER AND CAP SHALL BE FORGED AND/OR EXTRUDED6061-T6 ALUMINUM ALLOY, HARD COAT ANODIZED.B.THREADED PORTION TO HAVE TWO SET SCREWS 180° APART ANDNO LUGS.C.STORZ FACE TO BE METAL WITH NO GASKETS TO WEATHER.D.STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET ANDSHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8-INCH COATEDSTAINLESS STEEL AIRCRAFT CABLE.E.CAP TO BE CONNECTED AND DISCONNECTED WITH STORZWRENCHES ONLY. TORQUE TO BE SUFFICIENT SO CAP CANNOT BEREMOVED BY HAND.HYDRANTS SHALL BE FURNISHED WITH A 6-INCH MECHANICAL JOINTOUTLET, TWO 3/4-INCH DIAMETER TIE RODS, OR MEGA-LUGS, A 6-INCHAUXILIARY GATE VALVE WITH VALVE BOX, AND A RISER TO SUIT TRENCHDEPTH AT EACH INSTALLATION. THE GATE /ALVE SHALL BE FLANGED TOTHE MAIN TEE. HYDRANT SHALL BE FURNISHED WITH A BREAK-OFFFLANGE ON THE BARREL AND A BREAK-OFF COUPLING FOR THE STEM.HYDRANTS SHALL CONFORM TO DISTRICT STANDARDS.ALL FIRE HYDRANTS SHALL BE M & H STYLE 929 RELIANT, MUELLERCENTURION MODEL A-423, CLOW MEDALLION OR WATEROUS PACER NO.WB-67.NOZZLES SHALL BE FITTED WITH RENEWABLE BRONZE NIPPLE LOCKED INPLACE. MAINTAIN 3 FEET CLEARANCE BETWEEN HYDRANT ANDPROPERTY OR EASEMENT LINE.TYPE 1 BLUE REFLECTIVE MARKERS AS DESCRIBED IN SECTION 9-21.1 OFTHE STANDARD SPECIFICATIONS SHALL BE INSTALLED AS REQUIRED BYTHE GOVERNING ROAD AGENCY.FIRE HYDRANTS SHALL BE EQUIPPED WITH STEAMER AND HOSE PORTTHREADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIREPROTECTION DISTRICT.THE HYDRANT SHALL BE CLEANSED AND PRIME COATED WITH AHEAVY-DUTY BRUSH TYPE PRIMER OR APPROVED EQUAL. ALL HYDRANTSSHALL BE PAINTED YELLOW WITH TWO TOPCOATS OF OIL RESISTANTENAMEL, BRUSH TYPE OR APPROVED EQUAL. THE DISTANCE FROM THEHYDRANT TO THE 6-INCH GATE VALVE SHALL BE STENCILED ON THEHYDRANT WITH 2-INCH LETTERS.DURING THE CHLORINATING PROCESS FOR THE NEWLY LAID PIPE, ALLVALVES ASSOCIATED WITH THE FIRE HYDRANTS SHALL BE OPERATEDWHILE THE PIPELINE IS FILLED WITH THE CHLORINATING AGENT ANDUNDER NORMAL OPERATING PRESSURE.4.FIRE HYDRANT GUARD POSTSGUARD POSTS SHALL NOT BE INSTALLED WITH FIRE HYDRANTASSEMBLIES UNLESS REQUIRED BY DISTRICT. IF GUARD POSTS AREREQUIRED BY DISTRICT, THEY SHALL BE MADE OF REINFORCEDCONCRETE, 8 INCHES IN DIAMETER, 6 FEET LONG AND BURIED TO AMINIMUM DEPTH OF 3 FEET. GUARD POSTS SHALL BE SET WITH THEIRTOPS AT THE SAME ELEVATION AS THE BONNET FLANGE OF THEHYDRANT. THE EXPOSED PORTION OF THE GUARD POSTS SHALL BEPAINTED WITH 2 COATS OF EXTERIOR CONCRETE PAINT, COLOR ASDESIGNATED BY THE DISTRICT.5.GATE VALVESGATE VALVES SHALL BE OF THE SIZE AND TYPE INDICATED ON THEDRAWINGS WITH BRONZE-MOUNTED RESILIENT SEAT WEDGING DEVICESCONFORMING TO AWWA C509 OR AWWA C515. VALVES SHALL BE COATEDPER AWWA C550 WITH NON-RISING STEMS,. OPEN COUNTERCLOCKWISE,AND BE EQUIPPED WITH AN O-RING STUFFING BOX. VALVE ENDCONNECTIONS MAY BE FLANGED, MECHANICAL JOINT OR PUSH-ON ASREQUIRED. ALL FLANGE FACES SHALL BE MACHINED AND DRILLED TOSTRADDLE THE VERTICAL CENTERLINE. VALVE STEM EXTENSIONS WITHPLATE WELDED TO OPERATING NUT WILL BE REQUIRED WHEREOPERATING NUT IS MORE THAN 4 FEET BELOW SURFACE. THE VALVESTEM EXTENSION TOP SHALL BE INSTALLED WITHIN 18 INCHES TO 24INCHES BELOW FINISH GRADE AND SHALL HAVE A 2-INCH SQUAREOPERATING NUT AND SELF-CENTERING ROCK PLATE SUPPORT. LOCKDOWN SET SCREWS SHALL NOT BE USED ON VALVE OPERATING NUTEXTENSIONS.MANUFACTURER SHALL PROVIDE CATALOG DATA, NET WEIGHT, ANDASSEMBLY DRAWINGS OF ALL VALVES TO BE PURCHASED AND INSTALLEDAS WELL AS AN AFFIDAVIT OF COMPLIANCE. ALL VALVES SHALL HAVE AWATER WORKING PRESSURE RATING EQUIVALENT TO THE FULL RATEDPRESSURE OF THE PIPE ON WHICH THEY ARE INSTALLED, WITH AMINIMUM 2:1 SAFETY FACTOR IN ANY NOMINAL PIPE SIZE.6.VALVE BOXVALVE BOX SHALL BE CAST IRON SERIES 940B AS MANUFACTURED BYOLYMPIC FOUNDRY OR APPROVED EQUAL WITH LIDMARKED “WATER". ALL BOXES SHALL BE ADJUSTED TO MATCH THE FINISHGRADE AT THE VALVE LOCATION. ALL VALE/E BOX COVERS SHALL BEPAINTED BLUE. ORIENT THE VALVE BOXES SO THE ”EARS" ARE SET THESAME AS THE PIPE DIRECTION. PROVIDE 4-INCH THICK BY 2-FOOT WIDEASPHALT OR CONCRETE COLLAR AROUND VALVE BOX COVERS INUNIMPRO\/ED AREAS, LANDSCAPE AREAS AND EASEMENTS.7.VALVE MARKER POSTSVALVE MARKER POSTS SHALL BE FURNISHED AND INSTALLED WITH EACH\/AWE UNLESS THE VALVE IS LOCATED IN THE PAVEMENT OR IN A VAULT.MARKER POSTS SHALL BE CONCRETE WITH 4-INCH MINIMUM SQUARESECTION, 42-INCH LENGTH, AND SHALL BE REINFORCED WITH ONE 3/8" X39" BAR OF REINFORCING STEEL. MARKERS SHALL BE PLACED AT THEEDGE OF THE RIGHT-OF-WAY OPPOSITE THE VALVE OR AS DIRECTED BYTHE DISTRICT WITH 18 INCHES OF THE POST EXPOSED ABO\/E GRADE.THE EXPOSED PORTION SHALL BE PAINTED WITH TWO COATS OF WHITEEXTERIOR CONCRETE PAINT WITH THE SIZE OF THE VALVE AND THEDISTANCE IN FEET AND INCHES TO THE VALVE STENCILED WITH BLACKPAINT ON THE FACE OF THE POST USING A STENCIL THAT WILL PRODUCELETTERS TWO INCHES HIGH.8.WET TAPSTAPPING SLEEVE SHALL BE JCM 432 OR ROMAC “SST” STAINLESS STEELSLEEVES WITH FULL COVERAGE RUBBER GASKET, OR EPOXY COATEDLONG PATTERN SLEEVE, OR APPROVED EQUAL. VALVE SHALL BE ARESILIENT SEATED VALVE MADE FOR TAPPING, U.S. PIPE METROSEAL 250OR APPROVED EQUAL. REFER TO THE GATE VALVE DESCRIPTION FORADDITIONAL DETAILS. SUBMITTALS REQUIRED FOR ALL WET TAPMATERIALS.9.WATER SERVICES AND METERSNEW SERVICE LINES SHALL BE CLASS 200, HI-MOL OR APPROVED EQUALAND SHALL CONFORM TO THE STANDARD DETAILS AND SECTIONS 9-30.6AND 9-30.6(3)B OF THE STANDARD SPECIFICATIONS. INSTALLPLASTIC-COATED 16-GAUGE COPPER TRACER WIRE ALONG TOP OF ALLPLASTIC SERVICE PIPES. ATTACH BARE WIRE TO ANGLE ANDCORPORATION STOPS.CONNECTIONS FROM PIPE TO ANGLE AND CORPORATION STOPS SHALLBE WITH COMPRESSION PACK JOINTS. METER BOXES SHALL BE ASCALLED OUT ON THE STANDARD DETAILS. METER BOXES AND LIDSLOCATED IN DRIVEWAYS OR SIDEWALKS SHALL BE TRAFFIC BEARING ASAPPROVED BY THE DISTRICT.WATER SERVICES SHALL BE LOCATED BY MUTUAL AGREEMENT BETWEENDEVELOPER, DISTRICT, AND OTHER UTILITY COMPANIES. PAINT SERVICELOCATIONS ON CURB WITH BLUE PAINT. METER BOXES SHALL BEFURNISHED AND INSTALLED BY DEVELOPER/CONTRACTOR. WATERSERVICE SHALL BE LOCATED NO CLOSER THAN 5 FEET FROM POWERVAULTS, HAND HOLES AND LIGHT STANDARDS.ALL SERVICE LINES SHALL BE ONE-INCH MINIMUM, AND SHALL BECONTINUOUS AND UNSPLICED FROM CORPORATION STOP TO METER ANDSHALL HAVE 6 INCHES OF SAND BEDDING SURROUNDING THE SERVICELINE. EXPANSION LOOPS ARE TO BE HELD AS FLAT AS POSSIBLE WITH NOREVERSE GRADE. WATER MAIN SERVICE SADDLE AND CORPORATIONSTOP WITH COMPRESSION ADAPTER SHALL BE LOCATED ATAPPROXIMATELY 10° ABOVE SPRING LINE PER THE STANDARD DETAIL.THE DEVELOPER/CONTRACTOR SHALL NOT BACKFILL ANY SERVICE LINESUNTIL ALL BRASS FITTINGS ASSOCIATED WITH THAT SERVICE LINE HAVEBEEN INSPECTED AND ACCEPTED BY THE DISTRICT.EXISTING WATER SERVICES, WHICH NEED TO BE ABANDONED, SHALL BEDISCONNECTED AT THE WATER MAIN CORPORATION STOP. THEDEVELOPER/CONTRACTOR SHALL COORDINATE WITH THE DISTRICT'SFIELD REPRESENTATIVE AS REQUIRED.10.IMPORTED GRAVEL MATERIALPIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THESTANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TOSECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVELFOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THESTANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THEROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BEBACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BYTHE GOVERNING AGENCY. DE\/ELOPER/CONTRACTOR SHALL BERESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESSEXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE.11.CRUSHED GRAVEL SURFACINGCRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTSOF SECTION 9-03.9(3) OF THE STANDARD SPECIFICATIONS.12.ASPHALT CONCRETE PATCH AND OVERLAYASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALLCONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARDSPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS1/2- INCH, P.G. 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THEGOVERNING ROAD AGENCY.SCWSD Materials Notes (Revised 5/16/2011)1.OFFSITE SURFACE RESTORATIONAII PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BERESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICHEXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OROTHER IMPROVEMENTS SHAFT BE SAVED, RELOCATED, OR REPLACEDBY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THEDRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALLBE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, ORGOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHSSHAFT BE USED TO APPROVE RESTORATION.2.ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAYTHE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALLBE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINALSTREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADEAND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCHMINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTEDTHICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHEDSURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACEDAND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESSTO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESSSHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THEEXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALTSHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THEDISTRICT OR THE GOVERNING ROAD AGENCY.RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHESOF CRUSHED SURFACING BASE COURSE.3.ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAYTHE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BYSAWCUTTING PRIOR TO EXCAVATION. FOLLOWING PROPER BACKFILLAND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACINGSHALL BE RE-TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITHSTRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4 INCHMINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO ACOMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCHMINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTEDTHICKNESS OF 2 INCHES.ASPHALT CONCRETE PAVING SHALL THEN BE PLACED ANDCOMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS ANDGRADE OF THE ORIGINAL SURFACE. ASPHALT PATCHES SHALL HA\IE AMINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 4INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH AMINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALTOVERLAY SHALL BE PRE-LEVELED AS DETERMINED BY THE DISTRICT’SFIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THEFINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACHINSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROMTHE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT ORGOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE ANOVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB ANDGUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OFTHE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT ORGOVERNING ROAD AGENCY. ALL ASPHALT JOINTS SHALL BE SEALEDWITH AN APPROVED SEALER. DEVELOPER/CONTRACTOR SHALLREPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIREDBY THE GOVERNING ROAD AGENCY.DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD ORHOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THESATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'SFIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH APERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACEDAND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDARDAYS.CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITHSECTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETEPAVEMENT TRAFFIC LANE AFFECTED BY THE DRENCHING SHALL HAVEALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENTSHALL BE RESTORED WITH AN 8- SACK MIX, USING EITHER TYPE II ORTYPE III CEMENT WITHIN 30 CALENDAR DAYS.4.CURBS, GUTTERS, AND SIDEWALKSEXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BYCONSTRUCTION OF THE PROJECT OR THEDEVELOPER’S/CONTRACTOR’S USE AND ACTIVITY, SHALL BE REPAIREDTO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, ORTHE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION ORBETTER.5.NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAYCULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OFCULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIORAPPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATEDLAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH APASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS.SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACREMULCH: SILO/A FIBER MULCH APPLIED AT 1500 TO 2000 POUNDSPER ACRE.FERTILIZER:COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATEAND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE.6.FINAL UTILITY ADJUSTMENT TO FINISH GRADEALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALTROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB-GRADEELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINALADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADEFOLLOWING FINAL PAVING BY SAWCUTTING THE PAVEMENT AROUNDLIDS AND COVER. OPENING SHOULD NOT BE LARGER THAN 12 INCHESBEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTORSHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, ANDFRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TOFINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THESTRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL.FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALTCONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE ADENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS ANDACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINALPAVING.ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30DAYS OF FINAL PAVING.7.FINAL CLEANUPTHE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREASIN COMPLIANCE WITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYSSHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE.INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED,SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATER MAIN. INLIMITED AREAS, SEEDING AND MULCHING BY HAND, USING APPROVEDMETHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL ORSUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING,NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OFDOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE ANDCATCH BASINS, WHICH RESULTS FROM THE WATER MAIN INSTALLATIONSHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLECONDITION AS PART OF SITE CLEANUP.8.TRAFFIC CONTROLTHE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIMTRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELEDCOUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THEGUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS.ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THEREQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLEAND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACHWORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS.WHEN ROAD CLOSURES CANNOT BE AVOIDED, THEDEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" SIGNS AMINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES ANDLOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. ADETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'SFIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROADAGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THEDEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE,SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANYOTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT’S FIELDREPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE.Soos Creek Water and Sewer District Surface Restoration Notes (Revised 5/16/20)50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C504WATER MATERIALSAND SURFACERESTORATION 6SCWSD Detail W-26A5SCWSD Detail W-25A4SCWSD Detail W-53SCWSD Detail W-12SCWSD Detail W-331SCWSD Detail W-1350441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C505WATER DETAILSSCWSD STANDARDS 2SCWSD Detail W-11A1SCWSD Detail W-148Not Used4Not Used3SCWSD Detail W-207Not Used6Not Used5Not Used50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C506WATER DETAILSSCWSD STANDARDS Construction Sequence:1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELDBETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALLUTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBERIS 1-800-424-5555.3.MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.4.VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.5.INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.CPLAN, SHEET C100.6.CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.7.BACKFILL ROAD GRADE AND SURROUNDING AREAS.8.INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS.9.VEGETATE AND STABILIZE SITE.10.CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.11.REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.12.CONTRACTOR TO COORDINATE WITH RENTON SCHOOL DISTRICT ON CONSTRUCTION OF NORTHERNDRIVEWAY AS TO NOT IMPACT SCHOOL FUNCTION. WORK AT THE NORTHERN DRIVEWAY TO BE COMPLETEDDURING SUMMER AND FINISHED PRIOR TO BEGINNING OF SCHOOL SESSION.SurveyorCivil EngineerCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: AARON FJELSTAD, PETERRANE SURVEYING10801 MAIN STREET, SUITE 102BELLEVUE, WA 98004(425) 458-4488 CONTACT: EDWIN GREEN JR, PSVertical Datum (NAVD 88)Horizontal DatumNAD 83/91NAVD 88Basis of BearingsA BEARING OF N 01°46'57" E PER R1BenchmarkCITY OF RENTON BENCHMARK NO. 1640(LOCATION)ELEV ON DISC= 466.085'Site InformationNTSCivil AbreviationsCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATE DEPARTMENTOF TRANSPORTATIONProject Notes1.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING ANDCONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTINGPUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES AREDAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THECONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SEC. 1-07.17 APWASUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OFCONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS.2.WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFYTHE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS.3.ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT, AND ALL SOIL WORK INGENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOILENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT AS WELL AS SPECIFICATION DIVISION31 AND THE PROJECT PLANS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCEEXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THISREESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION ORCONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120.5.CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN ANDOTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACTMEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS-BUILT DRAWINGS.6.SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN.7.UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THATALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THECONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S ORCONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TODETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATEPROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION.SEWER DETAILS4MATERIALS AND SURFACE RESTORATION51SH.NO.DESCRIPTIONSHEET INDEXSEWER VICINITY MAP & NOTESDeveloper's/Owners General Notes1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEKWATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANSAPPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.3.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BELOCATED.4.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADESREQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER’S/CONTRACTOR’SEXPENSE.5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FORINSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THESTANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THEBILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDESEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTILPUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HANDHOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESSAGREEMENT (FORM SUPPLIED BY THE DISTRICT).7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER / CONTRACTOR.8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THEDEVELOPER/CONTRACTOR.9.THE DEVELOPER / CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE APRE- CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THEDEVELOPER/CONTRACTOR SHAH NOTIFY THE DISTRICT’S FIELD REPRESENTATIVE ATLEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.10.THE DEVELOPER / CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMITREQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.11.CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THEDISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BEPERMITTED TO ENTER THE EXISTING SYSTEM.14.EXISTING MANHOLE NO. 2 SHALL BE CORE-DRILLED AND RE-CHANNELED AS REQUIRED TO RECEIVEINCOMING FLOW FROM THE NEW SEWER.SITE INFORMATIONTOTAL SITE AREA: 109,336 SF (2.51 AC)EXISTING CONDITIONSIMPERVIOUS AREA22,651 SF (0.52 AC)PERVIOUS AREA (LANDSCAPE)89,298 SF (2.05 AC)TOTAL111,949 SF (2.57 AC)DEVELOPED CONDITIONSIMPERVIOUS AREA90,605 SF (2.08 AC)PERVIOUS AREA (LANDSCAPE)21,344 SF (0.49 AC)TOTAL111,949 SF (2.57 AC)2SEWER PLAN AND PROFILE3CONSTRUCTION PROVISIONSSoos Creek Water and Sewer District Water General Notes(Revised 5/16/2011)1"=200'EX SEWEREX CASCADEELEMENTARYSCHOOL BUILDINGPROPOSED FAMILYFIRST COMMUNITYCENTERPROPOSED SEWERSE 160TH PL116TH AVE SEAREA PROPERTY MAPSE 163TH ST119TH AVE SE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER ANDSEWER DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT".2.3.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANSAPPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.4.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.5.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRINGTHE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FORINSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THESTANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILLOF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWERCONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGETSOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES ANDLIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORMSUPPLIED BY THE DISTRICT).7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THEDEVELOPER/CONTRACTOR.9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE APRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THEDEVELOPER/ CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS(REGULAR WORKING DAYS) BEFORE STARTING WORK.10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMITREQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.11.CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THEDISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BEPERMITTED TO ENTER THE EXISTING SYSTEM.VICINITY MAP50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C601SEWER VICINITY MAPSAND NOTES ANDPROPERTY MAP EXISTING CASCADEELEMENTARY SCHOOLPROPOSEDSINGLE PLATPROPERTY LINE45 LF 6" PVC @ 10.3%2 LF 6" PVC @ 4.5%6" SANITARY SEWERIE = 451.50SEE PLUMBING PLANSFOR CONTINUATION459.50FFE = 461.50FFE = 460.50PROPOSED BUILDINGFFE = 459.83UTILITY CROSSING8" STORM IE=454.066" SEWER CROWN=448.77UTILITY CROSSING6" SEWER IE=450.0115" STORM CROWN=447.64UTILITY CROSSING8" WATER IE=452.548" SEWER CROWN=446.81CLEARANCE=5.73EXISTING SEWER(PRIVATE)SEE 'EX SEWER'PROFILE THIS SHEETEXISTING SEWER (PRIVATE)SEE EX SEWER PROFILE81 LF 8" PVC @ 2.0%#1417-1 SSMHRIM=456.94IE=446.75 6"(IN)SWIE=446.65 8"(OUT)EEX MH#2 SSMH - 48"RIM=452.05IE=445.01 8"(IN)WIE=445.01 EX 8"(IN)NWIE=444.91 EX 8"(OUT)SECONNECT TO EX MH.ROTATE CONE AND LADDERAS REQ'D TO CLEAR PIPES.COORDINATE ALIGNMENTWITH DISTRICT INSPECTOR.10'PROPOSED SEWEREASEMENTSEE 'SEWER PROFILE'PROFILE THIS SHEET6" SSCORIM TO GRADEIE=451.40262A18A6618Sewer ProfileScale: 1"=5' V. 1"=20' H445450455460465470445450455460465470CONNECT TOPROPOSED BUILDINGIE=451.50SEE PLUMBING PLANSFOR CONTINUATIONPROPOSEDGRADEEXISTINGGRADE12" CL52IE=451.95PROPOSEDBUILDING15" STORM X'INGIE=446.366" SSCORIM=459.79IE=451.40 6"(OUT)NE#1417-1 SSMHRIM=456.94IE=446.75 6"(IN)SWIE=446.65 8"(OUT)E45 LF 6" PVC @ 10.3%81 LF 8" PVC @ 2.0%CONNECT TOEXISTING SSMHIE=444.91EX MH#2 SSMH - 48"RIM=452.05IE=445.01 8"(IN)WIE=445.01 EX 8"(IN)NWIE=444.91 EX 8"(OUT)SECONNECT TO EX MH.ROTATE CONE AND LADDERAS REQ'D TO CLEAR PIPES.COORDINATE ALIGNMENTWITH DISTRICT INSPECTOR.28" STORM X'INGIE=454.066' DIA CONCCOLLAR8" WATERIE=452.54Ex SewerScale: 1"=5' V. 1"=20' H43544044545045546043544044545045546015" STORM X'INGIE=445.1715" STORM X'INGIE=443.95EX MH#2 SSMH - 48"RIM=452.05IE=445.01 8"(IN)WIE=445.01 EX 8"(IN)NWIE=444.91 EX 8"(OUT)SECONNECT TO EX MH.ROTATE CONE AND LADDERAS REQ'D TO CLEAR PIPES.COORDINATE ALIGNMENTWITH DISTRICT INSPECTOR.PROPOSED GRADEEXISTING GRADEEX 8" SS(2% SLOPE ASSUMED)CONNECT TOEXISTING SSMHIE=444.91EX 8" SS(2% SLOPE ASSUMED)50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com 0102040SCALE 1"=20'NOTE : OWNER SHALL NOT ALLOW NON-COMPLIANT MATERIALSTO ENTER SEWER SYSTEM.NOTE : DEVELOPER/OWNER RESPONSIBLE TO OBTAIN APPROVAL FROM SCWS DISTRICTAND OBTAIN SIDE SEWER PERMIT PRIOR TO CONNECTION TO BUILDING SEWER (TYP)NW-28-23-5C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C602SEWER PLAN &PROFILES 1.STANDARD SPECIFICATIONSALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOSCREEK WATER & SEWER DISTRICT AND THE "2000 STANDARD SPECIFICATIONS FORROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" AS PREPARED JOINTLY BY THEWASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATECHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, AND HEREINAFTERREFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED.2.TRENCH EXCAVATION, BEDDING AND BACKFILLALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS,THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARDSPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TOAN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE CONTRACTOR.WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON ANEAT-LINE BY SAW-CUTTING, JACK-HAMMERING OR OTHER APPROVED METHOD TOPROVIDE A CONTINUOUS LINE. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLEGIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE ASDETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TOCAUSE THE LEAST DISRUPTION TO TRAFFIC. CEMENT CONCRETE PAVEMENT SHALL BECUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE.ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATESAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATEINDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALLREGULATIONS ADOPTED PURSUANT THERETO. CONTRACTOR SHALL HAVE ASTRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS ANDCALCULATIONS. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKERSAFETY AND THE DISTRICT AND THE ENGINEER ASSUME NO RESPONSIBILITY.WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THEBOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORMSUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE ADDITIONAL HANDSELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIALSHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVETHE CROWN OF THE PIPE.WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISENON-UNIFORM THE TRENCH SHALL BE OVER-EXCAVATED A MINIMUM OF 6 INCHES BELOWTHE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHEDAND PLACED BY THE CONTRACTOR TO THE SPECIFIED GRADE. AFTER THE PIPE IS INPLACE ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTSFOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR AMINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE.IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATIONPURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE,SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OFCOMPACTED FOUNDATION MATERIAL.THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPESIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLYCOMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING ORDISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BESTORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY ANDSHOULDER.ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95 % OF MAXIMUMDENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERESTREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BECONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO4 FEET FROM THE TOP OF THE TRENCH MAY BE WATER SETTLED OR MECHANICALLYCOMPACTED TO 90 % OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THETRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95 % OF THE MAXIMUMDENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC,TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BECOMPACTED TO 90 % OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BECOMPACTED TO 95 % OF THE MAXIMUM DENSITY.ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTORMETHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEERREGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKENWITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCHDEPTH, OR AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE OR GOVERNINGROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BETESTED WHERE DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE ORGOVERNING ROAD AGENCY. TESTING OF CDF SHALL BE IN ACCORDANCE WITH ASTMD4832.BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12-INCHESTHICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THESPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEETSHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIMPORTED BANK RUN GRAVEL. THE ENGINEER RESERVES THE RIGHT TO REQUEST ACOMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL.IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THEENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BEPLACED AND MECHANICALLY COMPACTED IN 1-FOOT MAXIMUM LIFTS. AFTER BACKFILLAND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINEDIN A MANNER ACCEPTABLE TO THE GOVERNING AGENCY'S INSPECTOR UNTIL REPLACEDWITH A PERMANENT HOT MIX PATCH.ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY" UNLESS OTHERWISE APPROVED BYENGINEER. TRENCH EXCAVATIONS SHALL BE DEWATERED BY USING WELL POINTSYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE ENGINEER.DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARDPRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCEOF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOMAND SIDES FIRM AND DRY. CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TOENGINEER FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERINGWORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING PONDPRIOR TO RELEASE.GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OFEXCAVATIONS OR FORMATION OF "QUICK" CONDITIONS OR "BOILS" DURING EXCAVATIONSHALL BE PREVENTED AND NO SOIL SHALL BE ERODED NTO THE EXCAVATION FROM THESIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SOAS TO PREVENT REMOVAL OF THE NATURAL SOILS. CONTRACTOR SHALL AT ALL TIMESHAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKINGCONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALLHAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAIDEQUIPMENT.CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY ORCOLLECTION OF WATER IN EXCAVATIONS. CONTRACTOR SHALL MAINTAIN THEUNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANYBACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATICLEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBEDSTATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTEDBACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES.CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMITREQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATERDISCHARGED FROM THE EXCAVATION.3.CONNECTION TO EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING LINES SHALL BEMADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER & SEWER DISTRICT.THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHERUTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THENECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THECONNECTION TO THE EXISTING SEWER SYSTEM. THE CONTRACTOR SHALL FURNISH ALLMATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDERTHE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE REQUIREMENT SHALL NOTCOUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTILALL OF THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETEWORK ARE ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, ITSHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLEUNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANYCONNECTION TO AN EXISTING MANHOLE, CONTRACTOR SHALL EXCAVATE THE MANHOLEAND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINING TYPES OF FITTINGS TOBE USED. CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONSTRUCTIONREVIEW REPRESENTATIVE FOR THE DISTRICT. THE EXISTING SEWERS SHALL REMAIN INSERVICE AT ALL TIMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADEUSING AN ASBESTOS-CEMENT MANHOLE ENTRY COUPLING, CONCRETE COUPLING ORKOR-N-SEAL BOOT. PIPE CONNECTIONS INTO THE ENTRY COUPLING SHALL BE SEALEDWITH A RUBBER RING. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT.CONTRACTOR SHALL RE-CHANNEL EXISTING MANHOLE AS NECESSARY TO SMOOTHLYDIRECT THE FLOW INTO THE EXISTING SYSTEM. ANY LEAKS IN THE ENTRY COUPLINGS OROTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BESEALED WITH STRATA TECH ST-520 INJECTION RESIN OR APPROVED EQUAL. ALL WATERAND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BEPERMITTED TO ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL BERESPONSIBLE FOR FLUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHICHGRAVEL, ROCKS OR OTHER DEBRIS HAS ENTERED AS A RESULT OF THE CONTRACTOR'SOPERATIONS, AND SHALL PAY FOR REPAIR TO LIFT STATIONS OR OTHER FACILITIESDAMAGED BY THE CONTRACTOR'S OPERATIONS. ALL FLUSHING WATER SHALL BEPUMPED FROM UPSTREAM MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWEDTO ENTER THE EXISTING SEWER.4.SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINSSHALL CONFORM TO SECTION C1-9.1 OF THE CRITERIA FOR SEWAGE WORKS DESIGN ASPUBLISHED BY THE DEPARTMENT OF ECOLOGY IN DECEMBER 1998. MINIMUMSEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION.PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BELOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES.DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, ANDLIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL STARTUNTIL THE DEVELOPER HAS FURNISHED THE ENGINEER WITH A WORK SKETCH FROMPUGET SOUND ENERGY.5.THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARYBLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FORANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING.THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHEREUNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BEREQUIRED AS DIRECTED BY THE ENGINEER IN THE FIELD.6.SEWER MAIN TESTING GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTEDAFTER BACKFILLING BY THE LOW-PRESSURE AIR METHOD, EXCEPT WHERE THE GROUNDWATER TABLE IS SUCH THAT THE ENGINEER MAY REQUIRE THE INFILTRATION TEST.FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THEDISTRICT'S RESOLUTION NO. 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH OF3/4-INCH. IN THE EVENT OF CONFLICTS BETWEEN THE STANDARDS ESTABLISHED INRESOLUTION NO. 1904-S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THESTANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKEPRECEDENCE.7.REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BEREMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIRBROKEN PIPE.8.JACKED CROSSING AT LOCATIONS SHOWN ON THE DRAWINGS, SEWER MAIN CROSSINGSOF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEELCASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHEDSHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THECONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BEABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLEDTO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADECLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALLBE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER MAIN. WALL THICKNESS SHALLBE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH AMINIMUM THICKNESS OF 1/4-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TOGRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILLBE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPEIN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOIDBETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND.9.WATER SUPPLY WATER SUPPLY FOR FILLING, TESTING AND FLUSHING OF THE NEWSEWER MAINS MAY BE AVAILABLE FROM THE EXISTING WATER DISTRIBUTION SYSTEM.HOWEVER, THE WATER DISTRICT WILL BILL THE CONTRACTOR FOR THE WATER USED ATTHEIR CURRENT FIRE HYDRANT METER RATE. THE CONTRACTOR MAY PROVIDE HIS OWNMETERING FACILITIES TO THE SATISFACTION OF THE WATER DISTRICT OR ACCEPT THEQUANTITIES ESTIMATED BY THE WATER DISTRICT.10.EXISTING UTILITIES EXISTING UTILITIES SHOWN ON THE DRAWINGS HAVE BEEN PLOTTEDFROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. UNDER NOCIRCUMSTANCES WILL ERRORS OR OMISSIONS IN THE LOCATION OF UTILITIES ORIMPROVEMENTS BE CONSIDERED AS A BASIS FOR EXTRA OR ADDITIONALCOMPENSATION TO THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FORLOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TOPREVENT DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLEFOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT.11.WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION,AND HIS CONTRACTOR, SHALL BE RESPONSIBLE FOR THE MATERIALS AND FORSATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THEDATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THEDISTRICT.SCWSD Construction Provision (Revised 5/16/2011)50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C603SEWER NOTES SEWEREXTENSIONCONSTRUCTIONRROVISIONS 1.PIPEGRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMINGTO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS SHOWN OTHERWISE ONDRAWINGS. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALLBE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTSOF ASTM D 1784 FOR CLASS 12454-B PVC.DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THEDUCTILE IRON PIPE IS LINED WITH EPOXY, POLYURETHANE, OR SEWPERCOAT ASMANUFACTURED BY LAFARGE CALCIUM ALUMINATES OR APPROVED EQUAL. ALL LININGSSHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS.A. EPOXY-LINED DUCTILE IRON PIPE AND POLY-LINED DUCTILE IRON PIPE SHALL HAVEEPOXY OR POLYURETHANE, RESPECTIVELY, APPLIED TO ALL EXPOSED INTERIORSURFACES PER THE MANUFACTURER'S RECOMMENDATIONS.B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOLRESIN MIXED AT A 1:1 RATIO AT THE TIME OF THE APPLICATIONS AND APPLIED TO A DRYFILM THICKNESS OF 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELLSOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE EXTERIOR SHALL BE 8 MILS(0.008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) INORDER TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATSMAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCESAFTER THE COATING. THE LINING SHALL PROVIDE AN ASTM D16 TYPE V SYSTEM.C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED CALCIUMALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TOA THICKNESS OF 125 MILS (0.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPESAND 3/16 INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THELINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR FINE CRAZING ARE NOTACCEPTABLE. A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING.D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C151/A21.51.2.SIDE SEWER SERVICESALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18OF THE STANDARD SPECIFICATIONS AND THE RESOLUTIONS OF THE DISTRICT, WHICHARE INCORPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTION SHALLFOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINIONOF THE DISTRICT.CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF6 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINEWHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANTBEYOND 150 FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED WITHA MINIMUM SLOPE OF 2 % FROM THE TEE, UNLESS OTHERWISE APPROVED BY THEDISTRICT IN WRITING.ALL STUB SERVICES SHALL TERMINATE WITH A 6-INCH WATERTIGHT CAP AT THEPROPERTY AND/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THEDEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGEGALVANIZED WIRE AND A 2-INCH BY 4-INCH TIMBER. THE WIRE SHALL EXTENDVERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BEATTACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THECAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTEDTRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE ENDOF THE TIMBER SHALL BE MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OFTHE TIMBER INSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL BE SECURED ORATTACHED TO THE SEWER PIPE.ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAINLINE SEWER IS TESTED FOR ACCEPTANCE.ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS.3.MANHOLESMANHOLES SHALL BE PRECAST CONCRETE UNLESS OTHERWISE SPECIFIED. MANHOLESSHALL BE SIZED AS INDICATED ON THE DRAWINGS AND SHALL CONFORM TOWSDOT/AWWA STANDARD PLAN B-23A EXCEPT WITH ECCENTRIC REDUCING CONES.POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSIONFROM TOP OF CONE TO TOP OF CASTING SHALL BE 20 INCHES.INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE FORMED USING LOWSHRINKAGE CLASS 4000D 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE)AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THEWATER-CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER REDUCING ADMIXTURE SHALLBE INCLUDED IN THE MIX.LADDER RUNGS SHALL BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZED SAFETY-TYPESTEPS OR POLYPROPYLENE SAFETY STEPS MEETING THE REQUIREMENTS OF ASTMC478, AASHTO M-199, AND ALL WISHA AND OSHA SPECIFICATIONS. THE POLYPROPYLENE,CONFORMING TO ASTM D 4101, SHALL BE INJECTION MOLDED AROUND A 1/2-INCH ASTM A615 GRADE 60 STEEL REINFORCING BAR.COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30 ADT OR APPROVED EQUAL ANDSHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8 INCHDIAMETER COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS ANDSINGLE 1-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THEOUTSIDE EDGE OF THE COVER. PROVIDE 5/8 INCH X 2 1/2 INCH STAINLESS STEELCARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKIDPATTERN CAST INTEGRALLY ON TOP WITH THE WORD "SEWER" CAST IN 3-INCH RAISEDLETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTEREDDIRECTLY OVER THE ACCESS LADDER.ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPICFOUNDRY NO. 30 ADT S/D OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTINGRING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS.MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443.ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THEOUTSIDE WITH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALLSUBMIT THE DESIGN MIX AND ANY PERTINENT MATERIAL SAFETY DATA SHEETS (MSDS)ON ANY PROPOSED NON-SHRINK, QUICK SET CONCRETE GROUT FOR APPROVAL PRIORTO USING SAID GROUT. JET SET GROUT IS NOT ALLOWED. ALL MANHOLES SHALL BEWATERTIGHT.CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT ORCONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVEDAREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTHER UNPAVED AREAS. THEASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY FROM THE MANHOLE RIM.4.IMPORTED GRAVEL MATERIALPIPE BEDDING SHALL CONFORM TO SECTION 9-03.16 OF THE STANDARD SPECIFICATIONS.FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARDSPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TOSECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TOTHE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITHCRUSHED GRAVEL SURFACING. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVINGAND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVEDDISPOSAL SITE.5.CRUSHED GRAVEL SURFACINGCRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION9-03.9(3) OF THE STANDARD SPECIFICATIONS.6.ASPHALT CONCRETE PATCH AND OVERLAYASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TOSECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETESURFACING SHALL MEET CLASS B GRADING REQUIREMENTS.SCWSD Materials Notes (Revised 5/16/2011)1.OFFSITE SURFACE RESTORATIONAII PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO ACONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION.ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHAFT BE SAVED, RELOCATED, ORREPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THEDRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THESATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY.PRECONSTRUCTION PHOTOGRAPHS SHAFT BE USED TO APPROVE RESTORATION.2.ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAYTHE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TOA MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FORPLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BECONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO ACOMPACTED THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8- INCH MINUS CRUSHEDSURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES.ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTSUP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS.MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THEEXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLYDISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROADAGENCY.RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OFCRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASECOURSE.3.ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAYTHE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIORTO EXCAVATION. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THEEDGES OF THE SURFACING SHALL BE RE-TRIMMED 12 INCHES WIDER THAN THEEXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4 INCHMINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTEDTHICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOPCOURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES.ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTSTO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALTPATCHES SHALL HA\IE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESSOF 4 INCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUMOF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BEPRE-LEVELED AS DETERMINED BY THE DISTRICT’S FIELD REPRESENTATIVE. NO OVERLAYSHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOTENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THEEXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCYRESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THEROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OFTHE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROADAGENCY. ALL ASPHALT JOINTS SHALL BE SEALED WITH AN APPROVED SEALER.DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENTMARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY.DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALTPATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNINGROAD AGENCY AND THE DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH ISREPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACEDAND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS.CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THESTANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BYTHE DRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETEPAVEMENT SHALL BE RESTORED WITH AN 8- SACK MIX, USING EITHER TYPE II OR TYPE IIICEMENT WITHIN 30 CALENDAR DAYS.4.CURBS, GUTTERS, AND SIDEWALKSEXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THEPROJECT OR THE DEVELOPER’S/CONTRACTOR’S USE AND ACTIVITY, SHALL BE REPAIREDTO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNINGROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR BETTER.5.NON-PAVEMENT RESTORATION WITHIN RIGHT-OF-WAYCULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNSWILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT.UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH APASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS.SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACREMULCH: SILO/A FIBER MULCH APPLIED AT 1500 TO 2000 POUNDSPER ACRE.FERTILIZER:COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE.6.FINAL UTILITY ADJUSTMENT TO FINISH GRADEALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALLBE TEMPORARILY PLACED AT SUB-GRADE ELEVATION PRIOR TO PLACING CRUSHEDSURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALLBE MADE FOLLOWING FINAL PAVING BY SAWCUTTING THE PAVEMENT AROUND LIDS ANDCOVER. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OFTHE COVER. DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL,SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME ANDCOVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTUREAND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO,2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TOPROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS ANDACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING.ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINALPAVING.7.FINAL CLEANUPTHE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCEWITH SECTION 1-04.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANEDAND SWEPT BOTH DURING AND AFTER THE. INSTALLATION WORK. DISTURBED SOILSSHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE WATERMAIN. IN LIMITED AREAS, SEEDING AND MULCHING BY HAND, USING APPROVEDMETHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TORAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TOCONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHERDITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE WATER MAININSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLECONDITION AS PART OF SITE CLEANUP.8.TRAFFIC CONTROLTHE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROLDURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFICCONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARDSPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THEREQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE ANDSHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTERCONSTRUCTION HOURS.WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALLPOST "TO BE CLOSED" SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THETYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOURPLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVEAND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS.IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE,SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHERAFFECTED PERSONS AS DIRECTED BY THE DISTRICT’S FIELD REPRESENTATIVE AT LEASTFIVE DAYS PRIOR TO THE ROAD CLOSURE.Soos Creek Water and Sewer District Surface Restoration Notes (Revised 5/16/20)50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C604SEWER NOTES SEWEREXTENSION MATERIALSAND SURFACERESTORATION NOTES 8SCWSD Detail S-304SDWSD Detail S-297Not Used11"x 8" LOCKING CLEANOUTPLANELEVATION3SCWSD Detail S-232SCWSD DETAIL S-275Not Used1Not Used6Not Used50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGI N EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com C180040-01GCLAJF50441STA T E OF WASHINGTONREGISTEREDPROFESSIONALENGIN EER AA R ONJ.FJELSTADOUOUNRGDTHEELERINNCLP801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATETED-40-4110 BID SET 10/20/2021C605SEWER DETAILS (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) General Structural Notes CRITERIA: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE ADMINISTRATIVE CODE AMENDMENTS, 2015 EDITION. 2. DESIGN LOADING CRITERIA: RISK CATEGORY IBC TABLE 1604.5 . . . . . . . . . . . . . . . III ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . 28 PSF (IS = 1.1) FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . 100 PSF STAIR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . 100 PSF MECHANICAL UNITS . . . . . . . . . . . . . . . . WEIGHTS FURNISHED BY MANUFACTURER MECHANICAL UNITS . . . . . . . . . . . . . . . . SEE DRAWINGS FOR MAXIMUM ALLOWABLE WEIGHTS EARTHQUAKE (NEW BUILDING DESIGN) . . . . . . . . . . . . . . SEISMIC DESIGN CATEGORY D SS = 1.40, S1 = 0.52, SDS = 0.93, SD1 = 0.52 EQUIVALENT LATERAL FORCE PROCEDURE LIGHT FRAMED, WOOD STRUCTURAL SHEAR PANELS R = 6.5, Ω0 = 2.5, IE = 1.25 Cs = 0.18, BASE SHEAR = 163 KIPS STORY DRIFT LIMIT = 0.015 * H WIND . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 MPH, EXPOSURE "B", Kzt = 1.0 WIND (CLADDING/ENCLOSURE ELEMENT DESIGN PRESSURES) . . . . . 41/25 PSF MAX. AT WALLS (LRFD/ASD) 50/30 PSF GROSS UPLIFT AT ROOF (LRFD/ASD) WIND PRESSURES BASED ON LESS THAN 10 SQUARE FOOT TRIBUTARY AREAS NEAR WALL CORNERS OR ROOF EDGES (EXCLUDING CORNER ZONES AT ROOF). REDUCED DESIGN PRESSURES MAY BE CALCULATED IN ACCORDANCE WITH ASCE 7-10 CHAPTER 30. SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS (GRID LAYOUTS, SITE COORDINATES, ETC.) AMONGST ALL TRADES, INCLUDING SHOP FABRICATED ITEMS. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, BOTH FOR VERTICAL LOADS AND LATERAL STABILITY, FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. SEISMIC BRACING AND/OR GRAVITY SUPPORT AND ANCHORAGE OF ALL MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON, EXCEPT FOR ELEMENTS SPECIFICALLY SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. THE MECHANICAL/ELECTRICAL CONTRACTOR MUST HIRE THE ENGINEER AND IS RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF NECESSARY SUPPORTS, BRACING AND ANCHORAGE. SEISMIC BRACING AND ANCHORAGE DESIGN AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 7-10. SEE GENERAL STRUCTURAL NOTE 13 FOR ADDITIONAL INFORMATION. 10. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD (OR COMBINATION WOOD/STEEL) TRUSSES, AND ENGINEERED WOOD I-JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 12. DEFERRED SUBMITTALS SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE COMPONENT DESIGNER SHALL BE A REGISTERED STRUCTURAL ENGINEER IF REQUIRED BY THE BUILDING OFFICIAL OF THE LOCAL JURISDICTION. BUILDING COMPONENT SUBMITTALS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE INCLUDING ACCOMMODATION FOR STRUCTURAL DISPLACEMENT PER ASCE 7-10 SECTION 13.3.2. AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. THE CONTRACTOR SHALL FORWARD DEFERRED SUBMITTALS TO THE BUILDING OFFICIAL WHERE REQUIRED. THE FOLLOWING BUILDING COMPONENTS SHALL BE DEFERRED SUBMITTALS FOR THIS PROJECT: PREFABRICATED METAL STAIR SYSTEMS PREFABRICATED WOOD TRUSSES (SEE NOTE 32) FIBERGLASS WINDOW SYSTEMS MECHANICAL AND ELECTRICAL ANCHORAGE (SEE NOTE 9) LIFE SAFETY COMPONENT ANCHORAGE (SEE NOTE 13) FALL ARREST ANCHORS (SEE PLAN NOTE 7 ON S003) STATEMENT OF SPECIAL INSPECTIONS (STRUCTURAL): 13. STATEMENT OF SPECIAL INSPECTIONS – STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D): DEFINITIONS: THE SEISMIC FORCE RESISTING SYSTEM FOR THIS STRUCTURE CONSISTS PRIMARILY OF SHEAR WALLS, FLOOR/ROOF DIAPHRAGMS, AND STRUT MEMBERS AS SPECIFIED ON THE DRAWINGS. SEE THE LEGEND OF PLAN SHEETS FOR ADDITIONAL INFORMATION DEFINING MEMBER LOCATIONS. SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY THE OWNER APPOINTED INSPECTION AGENCY IN ACCORDANCE WITH CHAPTER 17 OF THE IBC WITH REPORTS PER IBC SECTION 1704.2.4 SUBMITTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL FOR EACH DAY SPECIAL INSPECTIONS OR TESTING IS PERFORMED. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. SEE TABLES BELOW FOR ADDITIONAL INFORMATION. STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE STRUCTURAL STEEL FABRICATION,ERECTION, AND NONDESTRUCTIVE TESTING* SPECIAL INSPECTION AND NONDESTRUCTIVE TESTING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE (QA) INSPECTION REQUIREMENTS OF AISC 360-10 CHAPTER N. CONTINUOUS INSPECTION SHALL BE PERFORMED AT “P” TASKS DEFINED IN AISC 360-10; PERIODIC INSPECTION SHALL BE PERFORMED AT “O” TASKS DEFINED IN AISC 360-10. SHOP AND FIELD WELDING CONTINUOUS/PERIODIC (QA PER AISC 360 CH. N5.4) 1705.2.1 HIGH STRENGTH BOLTING CONTINUOUS/PERIODIC (QA AISC 360 CH. N5.6) 1705.2.1 MATERIAL VERIFICATION PERIODIC 1705.2.1 (IDENTIFICATION MARKS AND MANUFACTURER’S TEST REPORTS) CONCRETE (SEE GENERAL STRUCTURAL NOTE 17 FOR ADDITIONAL REQUIREMENTS)** REINFORCING PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1705.3 ITEM 1 REINFORCING WELDING PERIODIC (CONTINUOUS FOR SHEAR WALL, MOMENT TABLE 1705.3 ITEM 2c FRAME, OR OTHER SHEAR REINFORCING AND ALL WELDS GREATER THAN 5/16”) ANCHOR BOLT PLACEMENT PERIODIC AND PRIOR TO ALL CONCRETE POURS TABLE 1705.3 ITEM 3 CONCRETE PLACEMENT*** CONTINUOUS TABLE 1705.3 ITEM 5,6&7 CURING & FORMWORK PROCEDURES PERIODIC TABLE 1705.3 ITEM 8,11&12 WOOD FASTENERS, BOLTS, STRAPS, PERIODIC FOR CONNECTIONS OF ALL MEMBERS OF 1705.11.1&1705.12.2**** HOLDOWNS, ETC. THE SEISMIC AND WIND FORCE RESISTING SYSTEM (SEE 1705.5.1 FOR ADDL. INCLUDING DIAPHRAGMS, SHEAR WALLS, REQUIREMENTS AT HIGH STRUTS, & HOLDOWNS LOAD DIAPHRAGMS) EPOXY GROUTED RODS OR REBAR PERIODIC INCLUDING INSPECTION OF EMBEDMENT TABLE 1705.3 ITEM 4, DEPTH AND HOLE CLEANLINESS PRIOR TO ALL ACI 318-14 SECTION 17.8 INSTALLATIONS (CONTINUOUS FOR UPWARDLY INCLINED ANCHORS) SOIL COMPACTION CONTINUOUS 1705.6 * STRUCTURAL STEEL QUALITY ASSURANCE INSPECTIONS, EXCEPT NONDESTRUCTIVE TESTING, MAY BE WAIVED IF APPROVED BY THE OWNER AND BUILDING OFFICIAL FOR WORK PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1704.2.5.1. ** EXCEPTIONS 1 THRU 5 PER IBC SECTION 1705.3 SHALL NOT APPLY TO CONCRETE WORK ON THIS PROJECT. *** FREQUENCY OF CONCRETE LABORATORY TESTING SHALL BE IN ACCORDANCE WITH ACI 318-14 SECTION 26.12.2 UNLESS OTHERWISE NOTED IN THE PROJECT SPECIFICATIONS. **** THE EXCEPTION FOR SHEATHING FASTENED AT A SPACING GREATER THAN 4"oc SHALL NOT APPLY TO WOOD OR METAL FRAMING ON THIS PROJECT. SEISMIC DESIGN REQUIREMENTS PERIODIC SPECIAL INSPECTION ARCH, MECH, & ELEC ITEMS (ASCE 7-10 CHAPTER 13) AS SPECIFIED PER IBC CHAPTER 17 SUSPENDED CEILINGS ASCE 7-10 SECTION 13.5.6 INSPECTIONS PER IBC SECTION 110 AND ASCE 7 13.5.6.2.2 AS REQUIRED PARTITION WALLS ASCE 7-10 SECTION 13.5.8 REQUIRED DURING ERECTION AND FASTENING FOR WALLS > 15 PSF (IBC 1705.12.5) GLAZING SYSTEMS ASCE 7-10 SECTION 13.5.9 NOT REQUIRED LIFE SAFETY COMPONENTS INCLUDING ASCE 7-10 SECTION 13.6 AND REQUIRED FOR VERIFICATION OF FIRE PUMPS, EMERGENCY GENERATORS, IBC 1705.13.2 CERTIFICATE OF COMPLIANCE LABEL SMOKE EVACUATION FANS, AND ON COMPONENT (IBC 1705.12.4) COMPONENTS WITH HAZARDOUS COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip=1.5 PER ASCE 7-10 SECTION 13.1.3) INSTALLATION AND ANCHORAGE OF ASCE 7-10 SECTION 13.6 AND REQUIRED (IBC 1705.12.4 & 1705.12.6) SPRINKLER SYSTEMS, FIRE PUMPS, IBC 1705.13.2 EMERGENCY GENERATORS, COMPONENTS WITH HAZARDOUS, COMBUSTIBLE, OR HIGHLY TOXIC CONTENTS (Ip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“FAMILY FIRST COMMUNITY CENTER” 2018-130 BY THE RILEY GROUP, INC. DATED JUNE 8TH, 2019 ANCHORAGE: 15. DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE ONE OF THE FOLLOWING INSTALLED IN STRICT ACCORDANCE WITH THE ICC-ES REPORTS INDICATED AND MANUFACTURER'S INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS: “TE SERIES” (0.157” DIAMETER) AS MANUFACTURED BY ITW RAMSET (ICC-ES NO. 1799); OR “X-U” (0.157” DIAMETER) AS MANUFACTURED BY HILTI, INC. (ICC-ES NO. 2269); OR “STRONG-TIE PDPA” (0.157” DIAMETER) AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. (ICC-ES NO. 2138); OR “CSI PIN” (0.157” DIAMETER) AS MANUFACTURED BY DEWALT (ICC-ES NO. 2024); OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3-1/2" TO NEAREST CONCRETE EDGE. 16. EPOXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE ONE OF THE FOLLOWING INSTALLED IN STRICT ACCORDANCE WITH THE ICC-ES REPORTS INDICATED AND MANUFACTURER'S INSTRUCTIONS INCLUDING MINIMUM EMBED REQUIREMENTS: "SET-XP" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. (ICC-ES NO. 2508); OR "HIT-HY 200" AS MANUFACTURED BY HILTI, INC. (ICC-ES NO. 3187), “SAFE-SET” INSTALLATION WITH HOLLOW CARBIDE DRILL BIT IS PERMITTED; OR “PURE110+” AS MANUFACTURED BY DEWALT (ICC-ES NO. 3298), OR “AC200+” AS MANUFACTURED BY DEWALT (ICC-ES NO. 4027). SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET ICC-ES ACCEPTANCE CRITERIA AC308. SPECIAL INSPECTION OF EPOXY-GROUTED ANCHOR INSTALLATION IS REQUIRED. NOTIFY ENGINEER IF ANCHOR LOCATIONS CONFLICT WITH REINFORCING STEEL – DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN CONFORMANCE TO ACI 318-14 SECTION 17.8.2.2. HOLES SHALL BE HAMMER DRILLED AND DRY. EPOXY GROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS, THREADED RODS, OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. FIELD FIXES OR OTHER CONDITIONS NOT ADDRESSED IN THE DOCUMENTS MUST BE SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER, INCLUDING EMBEDMENT DEPTHS. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: 3/8"Ø ROD OR #3 BAR . . . . . . . . . . . . . . . . . . . . . 4” 1/2"Ø ROD OR #4 BAR . . . . . . . . . . . . . . . . . . . . . 5” 5/8"Ø ROD OR #5 BAR . . . . . . . . . . . . . . . . . . . . . 7” 3/4"Ø ROD OR #6 BAR . . . . . . . . . . . . . . . . . . . . . 9” 7/8"Ø ROD OR #7 BAR . . . . . . . . . . . . . . . . . . . . . 12” 1"Ø ROD OR #8 BAR . . . . . . . . . . . . . . . . . . . . . . 15” CONCRETE: 17. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 318-14 CHAPTER 26 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 3,000 PSI (4,000 PSI AT INTERIOR SLABS AND 4,500 PSI AT ALL CONCRETE EXPOSED TO WEATHER). SLABS SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.40 AND A MAXIMUM WATER CONTENT OF 240 LBS PER CUBIC YARD. SEE SPECIFICATIONS FOR SHRINKAGE REDUCING REQUIRMENTS AT EXPOSED SLABS. ALL CONCRETE SHALL BE EXPOSURE CLASSES F0, S0, W0, AND C0 PER ACI 318-14 TABLES 19.3.1.1 AND 19.3.2.1 EXCEPT AS NOTED BELOW. ALL CONCRETE EXPOSED TO EARTH (FOUNDATIONS, ETC.): (F0, S0, W0, C1) ALL CONCRETE EXPOSED TO WEATHER: (F1, S0, W0, C1) CONCRETE MIXES SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED ABOVE. MIXES SHALL BE SUBMITTED TO THE ENGINEER AND BUILDING OFFICIAL FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE AND SHALL INCLUDE THE AMOUNTS OF CEMENT, CEMENTITOUS MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318-14, CHAPTER 26 AND 27. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCEMENT COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000 PSI. 19. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL CONTINUOUS REINFORCEMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-14 SECTION 25.5, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 12" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 20. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER). . . 2" (#5 BARS OR SMALLER). . . 1 1/2" SLAB-ON-GRADE BOTTOM REINFORCING (WITH VAPOR BARRIER BELOW) . . . . . . . . . . . . . . . . . 1 1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2" SLABS AND WALLS (INTERIOR FACE) . . . . . . . . . . . . . . . . . . (#11 BARS OR SMALLER) . . 1" (#14 OR #18 BARS) . . 1 1/2" 21. CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 22. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (6,000 PSI MINIMUM). O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:21 PMS001 GENERAL STRUCTURAL NOTES S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/202149025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21SHEET INDEX S001 GENERAL STRUCTURAL NOTES S002 GENERAL STRUCTURAL NOTES S003 PLAN NOTES AND LEGENDS S101 FOUNDATION PLAN S102 ROOF FRAMING PLAN S301 TYPICAL CONCRETE DETAILS S302 CONCRETE DETAILS S601 TYPICAL WOOD FRAME DETAILS S602 WOOD FRAME DETAILS S603 WOOD FRAMING DETAILS S604 SHEARWALL SCHEDULE AND DETAILS NO.DESCRIPTION DATE (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) General Structural Notes 31. ENGINEERED LUMBER: EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NER OR ICC-ES REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. ALL MEMBERS SHALL BE MANUFACTURED WITH AN APPROVED ADHESIVE. BEAMS: LAMINATED VENEER LUMBER (LVL) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI RIM BOARD: LAMINATED STRAND LUMBER (LSL) OR LAMINATED VENEER LUMBER (LVL) Fb = 1700 PSI, E = 1300 KSI, Fv = 400 PSI STUDS: LAMINATED VENEER LUMBER (LVL) Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI, Fc = 2510 PSI DESIGN SHOWN ON THE DRAWINGS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC-ES REPORT NO. ESR-1387 OR BY REDBUILT LLC IN ACCORDANCE WITH ICC-ES REPORT NO. ESR-2993 (EXCLUDING LSL). ALTERNATE ENGINEERED LUMBER MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. 32. PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE-NOTCHED PLATES, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. ALL HANGERS AND OTHER HARDWARE NOT SHOWN SHALL BE DESIGNED AND SUPPLIED BY THE JOIST MANUFACTURER AND SHALL BE COMPATIBLE IN SIZE WITH THE JOISTS PROVIDED. DESIGN SHOWN ON THE DRAWINGS IS BASED ON TRUSSES MANUFACTURED BY REDBUILT LLC IN ACCORDANCE WITH ICC-ES REPORT NO. ESR-1774. ALTERNATE TRUSSES MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. DESIGN LOADS SHALL BE AS INDICATED ON JOIST SCHEDULE. TRUSSES SHALL BE DESIGNED FOR A MAXIMUM DEFLECTION NOT TO EXCEED L/240 (TOTAL LOAD) AND L/360 (LIVE LOAD). THE TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO TRUSS FABRICATION. THE TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE TRUSS SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO TRUSS CHORDS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. 33. ENGINEERED WOOD I-JOISTS SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH ENGINEERED WOOD I-JOISTS PROVIDED. JOIST TYPES: 11 7/8” I-230 JOIST M = 4215 (ft-lbs), EI = 347 x 106 (in.2-lbs), V = 1485 (lbs) 11 7/8” I-360 JOIST M = 6180 (ft-lbs), EI = 419 x 106 (in.2-lbs), V = 1550 (lbs) I-JOISTS SHALL MEET OR EXCEED MINIMUM PROPERTIES INDICATED ABOVE AND FROM APA TECHNICAL PUBLICATION ON I- JOISTS Z725. A CURRENT NER OR ICC-ES REPORT MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. JOIST CHORD MEMBERS SHALL BE AT LEAST 1 3/4” WIDE AND CONSIST OF MATERIAL WITH A SPECIFIC DENSITY OF AT LEAST 0.50. JOIST MANUFACTURE SHALL BE ONE OF THE FOLLOWING: WEYERHAEUSER (ICC-ES REPORT NO. ESR-1153) REDBUILT LLC (ICC-ES REPORT NO. ESR-2994) BOISE CASCADE (ICC-ES REPORT NO. ESR-1336) ROSEBURG (ICC-ES REPORT NO. ESR-1251) LOUSIANA-PACIFIC (ICC-ES REPORT NO. ESR-1305) ALTERNATE ENGINEERED WOOD I-JOISTS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. A CURRENT NER OR ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. THE JOIST MANUFACTURER SHALL COORDINATE LOCATIONS AND SUPPORT CONFIGURATIONS OF PLUMBING, MECHANICAL UNITS, DUCTS, AND/OR OTHER MISCELLANEOUS ITEMS WITH THE CONTRACTOR PRIOR TO JOIST FABRICATION. THE JOIST MANUFACTURER SHALL DESIGN JOISTS TO SUPPORT ALL LOADS ASSOCIATED WITH SUCH ITEMS. THE JOIST SHOP DRAWINGS SHALL INCLUDE ALL DESIGN LOADS AND APPROVED HANGER CONNECTION DETAILS TO JOISTS FOR SUPPORT OF HUNG MECHANICAL SYSTEM COMPONENTS. SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL I-JOIST HANGERS SHALL BE 'MIT' SERIES, UNLESS OTHERWISE NOTED. NAIL ALL HOLES IN HANGERS, INCLUDING TRIANGULAR HOLES FOR INCREASED UPLIFT CAPACITY. 34. ROOF, FLOOR & WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD IN CONFORMANCE WITH IBC SECTION 2303.1.5. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS DOC PS 1-09, PS 2-10, OR APA PRP-108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO ASTM SPECIFICATION D3498. 35. ALL PRESSURE-TREATED (P.T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS THAT OCCUR ABOVE GROUND AND CONTINUOUSLY PROTECTED FROM MOISTURE (INTERIOR LOCATIONS) SHALL BE PRESSURE-TREATED WITH DOT SODIUM BORATE (SBX) WITHOUT NaSiO2. AT LOCATIONS PERMANENTLY EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND, WOOD MEMBERS SHALL BE PRESSURE-TREATED WITH COPPER AZOLE CA-B (HEM-FIR ONLY), OR ALKALINE COPPER QUAT (ACQ-C FOR DOUGLAS-FIR, OR ACQ-D FOR HEM-FIR) PRESERVATIVES UNLESS OTHERWISE NOTED. AMMONIACAL COPPER ZINC ARSENATE (ACZA) PRESERVATIVE, OR OTHER PRESERVATIVES WITH AMMONIA CARRIERS, SHALL NOT BE USED. SEE GENERAL STRUCTURAL NOTES 36 AND 38 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE-TREATED MEMBERS. INSTALL 2 LAYERS OF ASPHALT-IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 36. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR WOOD CONSTRUCTION CONNECTORS CATALOG NO. C-C-2017. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1711 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE- DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL TIMBER CONNECTORS IN CONTACT WITH FIRE RETARDANT TREATED WOOD OR PRESSURE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSiO2 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304 OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY GALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS. 37. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 OR CURRENT ICC-ES REPORT NER-272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2015 NDS SECTION 11.1.4, AND INSTALLATION OF BOLTS SHALL CONFORM TO 2015 NDS SECTION 11.1.3. B. WALL FRAMING: TWO STUDS MINIMUM SHALL BE INSTALLED AT THE ENDS OF ALL WALLS, UNLESS OTHERWISE NOTED. INSTALL SOLID BLOCKING FOR WOOD COLUMNS THROUGH FLOOR SPACES TO SUPPORTS BELOW. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0"oc PER IBC SECTION 2308.6 (EMBED 7"), UNLESS OTHERWISE NOTED. 3" x 3" x 0.229” PLATE WASHERS SHALL BE USED WITH ALL SILL PLATE ANCHOR BOLTS AND INSTALLED PER AF&PA SDPWS-2015 SECTION 4.3.6.4.3. INDIVIDUAL MEMBERS OF BUILT-UP STUD POSTS SHALL BE NAILED TO EACH OTHER WITH 16d @ 12"oc STAGGERED. C. FLOOR AND ROOF FRAMING: INSTALL DOUBLE JOISTS SEPARATED BY SOLID BLOCKING EQUAL TO DEPTH OF STUDS ABOVE UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d @ 12"oc STAGGERED. ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AS SHOWN ON THE DRAWINGS. INSTALL APPROVED PANEL EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"oc. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS, INSTALL FLAT 2x BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. D. NAILING: MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS FOLLOWS: NAIL SIZE ON DRAWINGS DIAMETER AND LENGTH SHEATHING NAILS 8d 0.131" x 2 1/4" 10d 0.148" x 2 1/2" FRAMING NAILS 10d 0.148" x 3" 16d 0.148" x 3 1/4" 38. ALL TIMBER FASTENERS IN CONTACT WITH FIRE RETARDANT TREATED WOOD OR PRESSURE-TREATED WOOD THAT USES CHEMICALS OTHER THAN DOT SODIUM BORATE (SBX) WITHOUT NaSiO2, SHALL BE POST HOT DIP GALVANIZED PER ASTM A153. STEEL: 23. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS-ALLOWABLE STRESS AND PLASTIC DESIGN, OR LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED APRIL 14, 2010. IN REFERENCE TO SECTIONS 3.1.2 AND 4.4.1, THE CONTRACT DOCUMENTS (DESIGN DRAWINGS) SHOW COMPLETE CONNECTION DETAILS FOR ALL MEMBERS EXCEPT THOSE NOTED TO BE DESIGN-BUILD ITEMS. ALTERNATE CONNECTION DETAILS REQUESTED BY THE FABRICATOR SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL VIA A REQUEST FOR INFORMATION (RFI) PRIOR TO COMPLETION OF SHOP DRAWINGS. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL ALSO REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS TO DETERMINE PAINTING AND GALVANIZING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE, MASONRY OR TO RECEIVE SPRAY-ON FIREPROOFING SHALL NOT BE PAINTED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. IN REFERENCE TO SECTION 3.3, IN THE EVENT OF DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE DESIGN DRAWINGS GOVERN. IN REFERENCE TO SECTION 4.1, THE FABRICATOR SHALL NOT ASSUME BID PACKAGES CONSTITUTE RELEASING THE DRAWINGS FOR CONSTRUCTION WITHOUT EXPLICIT DIRECTION TO DO SO BY THE OWNER. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 4. QUALITY CONTROL SHALL BE IN ACCORDANCE WITH AISC 360 CHAPTER N (AISC 341 CHAPTER J FOR STEEL SEISMIC SYSTEM). CONTRACTOR SHALL ALSO COMPLY WITH OSHA REGULATION 29 CFR PART 1926 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING CABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, ADDITIONAL TEMPORARY ERECTION BOLTS/CLIPS, GUYS, OR TEMPORARY BRACING AS REQUIRED PER SECTION 1926.755. 24. STRUCTURAL STEEL, INCLUDING PLATES, ANGLES, CHANNELS, AND RODS, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. WIDE FLANGE AND WT STEEL SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING (HSS) SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 (36 KSI). STEEL-TO-STEEL CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 25. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 26. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.I.S.C. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED APRIL 14, 2010. ANY STEEL THAT IS TO BE EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. 27. BOLTS IN CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. 28. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. DO NOT PAINT OR GALVANIZE AREAS OF PIECES TO BE FIELD WELDED, OR REMOVE PAINT AND GALVANIZING IN FIELD PRIOR TO WELDING. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. THE WELD SYMBOLS SHOWN ON THE DRAWINGS ARE INTENDED ONLY TO AID THE CONTRACTOR IN THE DETERMINATION OF FIELD VERSUS SHOP WELDING. THE CONTRACTOR SHALL WORK WITH THE FABRICATOR AND ERECTOR TO COORDINATE THE FINAL DETERMINATION OF FIELD VERSUS SHOP WELDS TO ACCOMMODATE THE CONSTRUCTION SEQUENCING OF THE PROJECT. WOOD: 29. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17 OR W.W.P.A. WESTERN LUMBER GRADING RULES. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: STUDS AND JOISTS: (2x AND 3x MEMBERS) HEM-FIR NO. 2 MINIMUM BASIC DESIGN STRESS, Fc = 1300 PSI, Fb = 850 PSI, Fv = 150 PSI, E = 1300 KSI (4x MEMBERS) HEM-FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1350 PSI, Fb = 975 PSI, Fv = 150 PSI, E = 1500 KSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCLUDING 6x AND LARGER MEMBERS) MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI, Fv = 170 PSI, E = 1600 KSI POSTS: (4x MEMBERS) HEM-FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1350 PSI, E = 1500 KSI (6x & LARGER MEMBERS) DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc = 1000 PSI, E = 1600 KSI PLATES, LEDGERS & HEM-FIR NO. 3 OR STUD GRADE MISCELLANEOUS LIGHT FRAMING: MINIMUM BASIC DESIGN STRESS, Fb = 500 PSI, E = 1200 KSI Fc = 725 PSI, Ft = 300 PSI NOTE: FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED BENDING STRESS & TENSION STRESS CRITERIA. NOTE: WHERE NOTED ON THE DRAWINGS, PLATES SHALL BE DOUGLAS FIR NO. 3 OR STUD GRADE. 30. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.C. STANDARDS IN ACCORDANE WITH IBC SECTION 2303.1.3. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. HORIZONTAL MEMBERS AND INCLINED MEMBERS OF LESS THAN 1:1 SLOPE SHALL HAVE A RADIUSED CAMBER OF 3,500 FT. UNLESS OTHERWISE NOTED. SIMPLE SPAN BEAMS: DOUGLAS FIR COMBINATION 24F-V4 Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI COLUMNS AND CONTINUOUS OR CANTILEVERED BEAMS: DOUGLAS FIR COMBINATION 24F-V8 Fb = 2400 PSI, Fv = 265 PSI, E = 1800 KSI GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH A NON-CORROSIVE, APPROVED PRESERVATIVE. O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:21 PMS002 GENERAL STRUCTURAL NOTES S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/202149025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 NO.DESCRIPTION DATE 1. SLAB ELEVATION SHALL BE AS SHOWN ON PLAN. SLAB-ON-GRADE SHALL BE 4" THICK WITH 6x6 W1.4xW1.4 WWM AT CENTER AT NON-EXPOSED SLABS (NOT SHADED) OR 5" THICK WITH #4 @ 18"oc, CENTERED AT EXPOSED SLABS (SHADED). PROVIDE VAPOR BARRIER PER SPECIFICATIONS BELOW SLAB AT INTERIOR SPACES OVER FREE-DRAINING CAPILLARY BREAK MATERIAL PER SPECIFICATIONS. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL AS DIRECTED BY OWNER APPROVED GEOTECHNICAL ENGINEER, WHERE REQUIRED. EXPOSED SLABS SHALL BE PROPORTIONED WITH SHRINKAGE- REDUCING ADMIXTURE PER SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSIONS AND SLOPE REQUIREMENTS. 2. PROVIDE CONSTRUCTION/CONTROL JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS 225 SQUARE FEET OR LESS (125 SQUARE FEET OR LESS EXPOSED SLAB-ON-GRADE AREAS). AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACUTE ANGLES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. JOINT LOCATIONS MUST BE APPROVED BY THE ARCHITECT. SEE . 3. TOPS OF EXTERIOR FOOTINGS SHALL BE AS INDICATED ON PLAN. TOP OF INTERIOR FOOTINGS SHALL BE 1'-0" BELOW TOP OF LOWEST ADJACENT FINISHED FLOOR ELEVATION, U.O.N. OVER EXCAVATE AND PLACE SUITABLE COMPACTED FILL AS DIRECTED BY OWNER APPROVED GEOTECHNICAL ENGINEER WHERE REQUIRED. CONTRACTOR SHALL COORDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH OF FOOTINGS SHOWN ON THE DRAWINGS. 4. SEE ARCHITECTURAL/MECHANICAL/CIVIL/UTILITIES DRAWINGS FOR UNDERSLAB PIPING. COORDINATE FOUNDATION DEPTHS AND PIPING IN ACCORDANCE WITH . FOUNDATION PLAN NOTES: 5. EXTERIOR STUD WALLS SHALL CONSIST OF 2x6 STUDS @ 16"oc, U.O.N. FRAME EXTERIOR OPENINGS PER , U.O.N. INTERIOR STRUCTURAL WALLS SHALL CONSIST OF 2x STUDS @ 16"oc, U.O.N. INTERIOR AND EXTERIOR WALLS THAT ARE OVER 16' IN HEIGHT SHALL BE FRAMED WITH LVL STUDS PER GENERAL STRUCTURAL NOTES. SEE ARCHITECTURAL FOR STUD TYPES AND WIDTHS AT INTERIOR WALLS. SEE FOR SPECIAL STUD REQUIREMENTS AT HEAVILY NAILED SHEAR WALL PANEL EDGES. SEE FOR HOLES IN STUDS. 6. WHERE SHEAR WALLS INTERSECT, SEE FOR REQUIRED FRAMING AND ATTACHMENT. 7. POSTS OR JAMB STUDS SUPPORTING BEAMS ABOVE SHALL BE (2) STUDS, U.O.N. SEE FOR JAMB SIZES AT EXTERIOR WALLS, U.O.N. NAIL STUDS TOGETHER PER GENERAL STRUCTURAL NOTES. REFER TO FOR POSTS AT EXTERIOR WALL OPENINGS, U.O.N. 6/S301 30/S301 30/S604 12/S601 30/S601 9/S604 30/S601 30/S601 1. ROOF SHEATHING SHALL BE PER PLAN (PANEL SPAN RATING 32/16 FOR 5/8" SHEATHING, AND 48/24 FOR 3/4" SHEATHING). NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4"oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12"oc, U.O.N. INSTALL PANEL EDGE CLIPS PER GENERAL STRUCTURAL NOTES AT ALL UNFRAMED, UNBLOCKED PANEL EDGES. REFER TO ARCHITECTURAL FOR TOP OF SHEATHING ELEVATIONS AND ROOF SLOPES. 2. ROOF JOISTS SHALL BE AS INDICATED ON PLAN AND PER SCHEDULE THIS SHEET. 3. BEAMS SHALL CONSIST OF THE FOLLOWING, U.O.N.: * EXTERIOR BEAMS SHALL BE FRAMED PER , U.O.N. * INTERIOR BEAMS SHALL BE (2)2x10 AND DROPPED BELOW STUD WALL TOP PLATE PER , U.O.N. 4. STRUCTURAL DRAWINGS DO NOT SHOW LOCATIONS OF ALL HUNG MECHANICAL UNITS, PIPING, OR OTHER EQUIPMENT. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF EQUIPMENT AND HUNG MECHANICAL SYSTEMS. GENERAL CONTRACTOR SHALL COORDINATE THE SUPPORT SYSTEM AND DESIGN LOADS FOR HUNG PIPING (INCLUDING COMBINED MULTIPLE PIPE RUNS) AND OTHER MECHANICAL SYSTEMS WITH THE MECHANICAL CONTRACTOR AND THE JOIST MANUFACTURER. ADDITIONAL JOISTS SHALL BE PROVIDED FOR SPECIAL LOADS AND OPENINGS AS REQUIRED. SEE GENERAL STRUCTURAL NOTE 32 AND 33 FOR ADDITIONAL INFORMATION. ROOF FRAMING PLAN NOTES: 5. AT AREAS INDICATED AS BLOCKED DIAPHRAGM, PROVIDE 2x FLAT BLOCKING (PER GENERAL STRUCTURAL NOTES) AT ALL UNFRAMED PANEL EDGES. NAIL SHEATHING AT ALL FRAMED PANEL EDGES, DIAPHRAGM BOUNDARIES, STRUTS, BLOCKING, AND SHEAR WALLS BELOW W/ 10d @ 4"oc. NAIL SHEATHING AT ALL INTERMEDIATE SUPPORTS W/ 10d @ 12"oc. 6. SEE MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL UNITS. SEE GENERAL STRUCTURAL NOTE 9 FOR REQUIREMENTS FOR ANCHORAGE OF UNITS. 7. FALL ARREST ANCHORS (INCLUDING LAYOUT) ARE DESIGN-BUILD COMPONENTS AND SHALL BE ISSUED AS A DEFERRED SUBMITTAL FOR REVIEW AND APPROVAL. CONTRACTOR SHALL PROVIDE ALL LOCATIONS OF ANCHORS TO JOIST MANUFACTURER. SEE FOR ANCHOR SUPPORT DETAILS. REFER TO ARCHITECTURAL FOR PRELIMINARY LOCATIONS TO BE USED FOR REFERENCE ONLY. 8. INSTALL HU (MAX.) HANGERS AT ALL FLUSH WOOD BEAM-TO-WOOD BEAM CONNECTIONS AND ALL FLUSH SKEWED FRAMING CONNECTIONS, U.O.N. INSTALL HUC HANGERS AT ALL FLUSH WOOD BEAM-TO-CONTINUOUS POST CONNECTIONS, U.O.N. HU & HUC HANGERS SHALL BE SIZED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBERS, U.O.N. 9. ALL LIGHT GAGE METAL COIL STRAPS SHALL BE NAILED IN EVERY OTHER HOLE TO AVOID BLOCKING AND JOIST SPLITTING, U.O.N. 30/S601 18/S601 10/S601 J-1 mark J-2 J-3 J-4 WOOD JOIST SCHEDULE J-5 J-6 J-7 16" REDBUILT RED-L TRUSS @ 24"oc design dead load 42" REDBUILT RED-H TRUSS @ 32"oc 37 PSF 17 PSF 23 PSF 17 PSF 11Ö I-230 @ 24"oc 11Ö I-360 @ 16"oc 20" REDBUILT RED-L TRUSS @ 24"oc 28" REDBUILT RED-L TRUSS @ 24"oc 24" REDBUILT RED-L TRUSS @ 24"oc joist type description NOTES: 1. REFER TO ARCHITECTURAL CEILING PLANS FOR JOIST LAYOUT AT EXPOSED CEILING AREAS. 2. ROOF JOISTS SHALL BE DESIGNED FOR SNOW LOADING PER GENERAL STRUCTURAL NOTES. 3. ROOF JOISTS SHALL BE DESIGNED FOR A NET WIND UPLIFT PRESSURE OF 15 PSF. 4. REFER TO PLAN NOTE 4 FOR MECHANICAL AND PIPING LOADING REQUIREMENTS. 37 PSF 37 PSF 37 PSF LEGEND: TOP OF SLAB ELEVATION TOP OF FOOTING ELEVATION STEP IN TOP OF SLAB FOOTING MARK PER STEP IN FOOTING PERhigh low x'-x" x'-x" x STRUCTURAL WALL THIS LEVEL (SEE PLAN NOTE 5) NUMBER OF STUDS IN MULTI-STUD POST THIS LEVEL - NAIL TOGETHER PER GENERAL STRUCTURAL NOTES x POST THIS LEVEL (SEE PLAN NOTE 7) EXPOSED 5" SLAB-ON-GRADE PER PLAN NOTE 1 W/ SHRINKAGE-REDUCED CONCRETE PER GENERAL STRUCTURAL NOTES AND SPECIFICATIONS. SEISMIC FORCE RESISTING SYSTEM LEGEND: SHEAR WALL THIS LEVEL PER SCHEDULE OF Wx 30/S604 HOLDOWN THIS LEVEL PER SCHEDULE OF HD (SEE GENERAL STRUCTURAL NOTE 13) 24/S301 23/S301 6/S604 LEGEND:SEISMIC FORCE RESISTING SYSTEM LEGEND: (SEE GENERAL STRUCTURAL NOTE 13) POST BELOW STRUCTURAL WALL BELOW THIS LEVEL STEP IN TOP OF ROOF SHEATHING SPAN DIRECTION OF ROOF JOISTS PER SCHEDULE THIS SHEET EXTENT OF NON-TYPICAL FRAMING MEMBERS JOIST STRUT NAILED AS STRUT PER PLAN NOTE 1. WHERE INDICATED JOIST TOP CHORD TO BE DESIGNED FOR xk LATERAL LOAD (ULTIMATE) PER PLAN. NAIL SHEATHING TO JOIST PER PLAN NOTE 1 OR 5 JS (xk) DOUBLE JOIST STRUT NAILED AS STRUT PER PLAN NOTE 1 OR 5 DJS RELATIVE PLACEMENT OF FRAMING MEMBER OR DETAIL CUT. [H] HIGH, [M] MIDDLE, [L] LOW [x] STRAP PER SCHEDULE THIS SHEETx BLOCKED DIAPHRAGM PER PLAN NOTE 5 3x FLAT BLOCKING BETWEEN JOISTS OR STRUT BLOCKING PANELS description NOTES: 1. INSTALL STRAPS ON TOP OF SHEATHING, CENTERED ON STRUT MEMBER OR BLOCKING BELOW, U.O.N. NAIL ALTERNATE HOLES PER PLAN NOTE 9. 2. WHERE CONNECTING TWO MEMBERS, CENTER STRAP ON JOINT BETWEEN MEMBERS, WITH EQUAL NUMBER AND SIZE OF FASTENERS INTO EACH MEMBER. mark CMSTC16 x 8'-0" (U.O.N.) comments STRAP SCHEDULE A B C CMST14 x 10'-0" (2) CMST14 x 10'-0" APPLY TO TOP OF SHEATHING & NAIL TO STRUT/BLKG. BELOW APPLY TO TOP OF SHEATHING & NAIL TO STRUT/BLKG. BELOW APPLY TO TOP OF SHEATHING & NAIL TO STRUT/BLKG. BELOW O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:22 PMS003 PLAN NOTES AND LEGENDS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211 2 7 8 12 13 14 19 20 24 25 26 27 28 29 30 Foundation Plan Notes and Legends Roof Framing Plan Notes and Legends 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 NO.DESCRIPTION DATE DN DN B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A A A C D 321 4 5 65.5 7 8 8.2 9 10 11 A B E E.2 E.3 F 1.4 8'-4" 10'-8" 19'-0"19'-0"19'-0" 7'-10" 11'-2" 19'-0"19'-0" 3'-0" 16'-0" 19'-0"71'-11" 242'-11"16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"129'-8"HDBW4 HDBW6HDAHDAW4HDAHDAHDCHDCW3GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12GL 12Ìx12HDBHDBW4W4W4HDAHDBHDBHDBHDBW4HDAHDCHDCHDAHDAW6 W6 HDBHDBW4HDBHDB4 3 3 4 HDBHDBW6HDBHDBHDBHDB W4HDBHDBW4HDDHDDHDBHDBW4HDDHDDW3HDAHDA W4W4W6HDBHDBW6HDBHDB 4 4 23 S302 TYP. 23 S302 27 S302 STUD WALLS PER PLAN NOTE 5, U.O.N. 30 S302 POSTS PER PLAN NOTE 7, U.O.N. 29 S302 29 S302 29 S302 30 S302 459'-10" 5" SLAB-ON-GRADE PER PLAN NOTE 1 AT SHADED AREAS HDAW6 HDAHDCHDCHDBHDBW6 W6 HDBHDB18 S302HSS 5x5xÐHSS 5x5xÐSIM. SIM. 460'-6" 461'-6" 29 S302 22 S302 U.O.N.HDBHDB2x10 LVL STUDS @ 16"oc ALL (4) SIDES OF GYM, U.O.N. 2x10 LVL STUDS @ 16"oc ALL (4) SIDES OF GYM, U.O.N. 4" SLAB-ON-GRADE PER PLAN NOTE 1, U.O.N. 459'-7Ð" B W6 WALLS TALLER THAN 16'-0" SHALL UTILIZE LVL STUDS PER PLAN NOTE 5, TYP.6x6HSS 4x4xÐHSS 4x4xÐ6x66x62x10 LVL STUDS @ 12"oc 2x10 LVL STUDS @ 12"oc 2x10 LVL STUDS @ 12"oc2x10 LVL STUDS @ 12"oc W4HDBHDBW6HDAHDAW6HDAHDAW2 W3 HDBHDBHDBHDBHDBHDBGL 12Ìx12GL 12Ìx1229 S302HDAHDAHDBHDA29 S302HDAHDAHDA 10'-0"10'-0" 10'-0" 10'-0" NOTE 3 U.O.N. U.O.N. 24 S302 TYP. AT INTERIOR SPREAD FOOTINGS, U.O.N. 461'-5Ð" 459'-9Ì" 459'-7Ð" 459'-6" 459'-6" 459'-6" 459'-6" U.O.N. U.O.N. 459'-6" 4'-0"458'-6" 9'-0" 457'-10" 12 S301 U.O.N. 29 S302 SIM. 459'-10" SEE ARCH'L FOR TRASH ENCLOSURE 459'-10" SIM. 29 S302 27 S604 TYP. AT OPENINGS IN EXTERIOR SHEAR WALLS FRAME EXTERIOR OPENINGS PER . REFER TO ROOF PLAN & ARCH'L ELEVATIONS FOR HIGH OPENING LOCATIONS AT GYM 30/S601 18 S301 TYP. 457'-10" 458'-6"4'-0"6x66x64'-0" 459'-6"458'-6" 23 S302 CENTER ALL POSTS ON ARCH'L WALL, U.O.N.8'-1"2'-6"6x66x66x66x66x66x66x66x68'-0"6'-0"2'-0"6x86x86x66x66x66x627 S302 28 S302TYP. AT DOORWAYS U.O.N.6x66x66x66x66x66x66x66x66x66x66x66x620 S302 20 S302 20 S302 6x621 S302 6 S302 5 S302 6 S302 1'-0" U.O.N.3'-0"3'-0" 26 S302 16 S302 8'-0" 10 S302 459'-9Ð" (VERIFY W/ WOOD FLOORING MFR.) 4 4 BEARING WALL W/ STEM WALL PER TO TOP OF SPREAD FOOTING 23/S302 12 S301 (VERIFY WITH WOOD FLOORING MFR.) 25 S302 19 S302 TYP. AT RAMPS 10'-0"457'-10"10'-0"10'-0"10'-0" 23 S302 TYP., U.O.N. EXTEND WALL FOOTING TO PERP. FOOTING AS SHOWN NOTE 3 TYP., U.O.N. 460'-6" 460'-6" 461'-6"10'-0"POST PER 28/S601 POST PER 28/S601 8"6 S302 18 S302SIM. 15 S302 TYP. 28/S601 28/S601 OPP. WEST EDGE OF HIGH WINDOW EAST EDGE OF HIGH WINDOW CONN. 6x6 POSTS TO TOP AND BOT. PLATES W/ A35 EA. SIDE OF POST, TYP. SEE 12/S003 FOR PLAN NOTES AND LEGEND ITEMS O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:22 PMS101 FOUNDATION PLAN S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211/8" = 1'-0"1 FOUNDATION PLAN 21 0 84 16 1/8"=1'-0" 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 NO.DESCRIPTION DATE C D 321 4 5 65.5 7 8 8.2 9 10 11 A B E E.2 E.3 F 1.4 8'-4" 10'-8" 19'-0"19'-0"19'-0" 7'-10" 11'-2" 19'-0"19'-0" 3'-0" 16'-0" 19'-0"71'-11" 242'-11"16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"129'-8"GL 3Êx15GL 3Êx15[H][H]J-3J-2J-2J-1J-2J-1 GL 5Êx12 GL 5Êx12GL 5Êx12GL 5Êx12GL 5Êx12GL 5Êx12 J-5 J-6 [L]J-6 [L] J-1 J-1 J-1J-4J-2 GL 6Ôx9GL 6Ôx9GL 6Ôx16ÐGL 6Ôx16ÐGL 6Ôx12 GL 6Ôx12 GL 6Ôx12GL 6Ôx12GL 6Ôx12GL 6Ôx12J-6 J-6J-6 GL 5Êx12 GL 5Êx12 GL 8Ôx22Ð J-7J-3 J-6 J-6 J-6 J-6J-6J-6 J-6J-6J-7 Ò" PLYWOOD SHEATHING PER PLAN NOTE 1, U.O.N. Ò" PLYWOOD SHEATHING PER PLAN NOTE 1, U.O.N. Ò" PLYWOOD SHEATHING PER PLAN NOTE 1 Ô" PLYWOOD SHEATHING PER PLAN NOTE 1 Ô" PLYWOOD SHEATHING PER PLAN NOTE 1 Ô" PLYWOOD SHEATHING PER PLAN NOTE 1 30 S602 29 S602 29 S602 23 S602 16 S602 17 S602 22 S602 18 S602 21 S602 23 S602 [L] [L] [L] [L]GL 5Êx18 GL 3Êx15GL 3Êx15GL 3Êx15 [L][L][L][L] [L][L][L][L] [L][L] [L][L][L] [L] GL 3Êx15GL 3Êx15 GL 3Êx15 GL 3Êx15 GL 5Êx18 GL 5Êx18 GL 5Êx18 GL 3Êx15 GL 3Êx15 GL 3Êx15GL 3Êx15 GL 3Êx15 5 S602 6 S602[H] [H] 11 S602 12 S602[L] [L]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]GL 3Êx15GL 3Êx15[H][H]29 S602 [H] 28 S602 29 S602 4 S602 GL 5Êx13ÐGL 5Êx9 GL 5Êx9 G L 5 Ê x 9 G L 5 Ê x 9GL 6Ôx9GL 6Ôx9J-3 GL 3Êx15 [H]GL 5Êx9GL 5Êx9MECH'L UNIT MAX WT = 4,000# (3) MECH'L UNITS MAX WT = 4,500# TOTAL 4'-0" 4'-0" 6'-0" 6'-0" STRUT STRUT STRUT STRUT STRUT STRUT 8'-0"25'-0"25'-0"TIE ROD BRACING AND HSS PER 9/S602 GL 5Êx13ÐHSS 5x5xÐ HSS 5x5xÐ [L]28 S602 GL 5Êx12CMST12CMST12H.D. GALV. P Î"x6"x8'-0" - SEE C AC C GL 8Ôx1527 S602 C 8'-0" 8'-0" C JS (1.0k) [L]C [L]C [L]A [L] JS (2.5k)JS (2.5k)JS (4k)JS (4k)JS (1.0k)AAAAA JS (2.5k)JS (4k)JS (4k)JS (4k)JS (2.5k)JS (1.0k) A A A A A 2'-0" ±DJS DJSJS B [L] EA. SIDE OF BEAM C [L] EA. SIDE OF BEAM C [L]STRUT SEE PLAN NOTE 7 FOR FALL ANCHOR REQUIREMENTS. STRAP PER AND U.O.N. (BOTH SIDES OF GALLERY ROOF) 11/S602 5/S602 AAAA20'-0"20'-0"20'-0"8'-0"AT LONG STRAPS, USE OVERLAPPING SPLICE DETAIL PER SIMPSON STRONG-TIE CATALOG [L] [L] [L] STRUT GALLERY ROOF FRAMING DESIGNED TO ACCOMMODATE A PV SYSTEM WITH A WEIGHT NOT TO EXCEED 6 PSF. REFER TO ARCH'L FOR EXTENTS. 17 S601 29 S602 J-3 27 S604 TYP. AT OPENINGS IN EXTERIOR SHEAR WALLS HANGING BACKSTOPS MOUNTED TO ROOF JOISTS, 6 LOCATIONS - REFER TO (CAMBER Ð") 23 S602 6x6 KING POST DESIGN-BUILD ALUMINUM SUN SHADE - REFER TO ARCH'L FOR LOCATIONS. SUN SHADE MFR TO CONNECT TO STUD WALLS AND POSTS ONLY - DO NOT CONNECT OVER WINDOW OPENINGS. REFER TO ROOF FRAMING DESIGNED TO ACCOMMODATE A GREEN ROOF SYSTEM WITH A SATURATED WEIGHT NOT TO EXCEED 20 PSF. REFER TO ARCH'L FOR EXTENTS. 30/S603 19 S602 13 S602 [L]8'-8"8'-8"8'-8"2'-0"BEAMS PER 17 S603 SIM. 17 S603 18 S60317 S603 16 S603 13 S602[L] 17 S603 4 S603 GL 6Ôx12 GL 6Ôx12[L] 16 S603[L] GL 6Ôx12 GL 6Ôx12 17 S603 SIM. 18 S603 17 S603 21 S602 [L] 5 S603 TYP. 3 S603 21 S602 [L] 6 S603 TYP. 29 S602 [H] HGU7-SDS HANGER [L] 19 S602 5 S603 TYP.9/S60228/S602 H.D. GALV. P Î"x6"x8'-0" - SEE 28/S602 (CENTER OVER SLIDING PARTITION BELOW) 15 S603 [H] 26 S602 12 S603 [L] 11 S603 [L] 1 S602HSS 5x5xÐ[L] [L] LOCATE BEAMS PER 16/S603 9 S603 HSS 4x4xÎ [L] - CONN. PER 11/S603 GL 5Êx15 [H] 5 S602 6 S602 12 S602 11 S602[H][H][L] [L] [L] [L] 7 S602 7 S602 28 S603 28 S603 OPP. [M]C AT BOTH LOW AND MIDDLE BEAMS PER 28/S603 23 S602 22 S602 BEAMS PER PLAN NOTE 3, U.O.N. 28/S601 GYM DIVIDER PER ARCH'L, ADDL. 5 PLF LOAD EA. ADJACENT JOIST BEAMS PER 28/S601 18 S602 [H] NO PV SYSTEM TO BE LOCATED THIS ZONE MIN.8'-0"MIN. 5'-0" TYPICAL OUTRIGGERS PER 30/S602 (2)2x8 RIM BOARD CONNECT DOUBLE 2x8 TO WALL BELOW W/ LG2 STRAP (SLOT THRU SHEATHING) INVERTED HU28-2 HANGER (2)2x8 OUTRIGGER OVER WALL HUC28-2 HANGER (3) LOCATIONS (2)2x8 RIM BOARD 2x8 @ 24"oc W/ A35 EA. END (2)2x8 OUTRIGGER - CONNECT PER TYPICAL FRAMING AT OVERHANGING CORNERS 29/S602 26 S603 [M] [M] [M] 4 S603 CONNECT LOW AND MIDDLE BEAMS TO COL. PER 7/S602 CONNECT BEAMS TO COL. PER (STRAPS NOT REQD. THIS LOC.) 28/S603 CONNECT BEAMS TO COL. PER (STRAPS NOT REQD. THIS LOC.) 28/S603 SEE MECH'L FOR WALL OPNG'S FOR DUCTWORK AND LOUVERS IN BRG. WALLS. FRAME OPNG'S PER , UON, AND PROVIDE STRAPS PER AT SHEAR WALLS. IF ANY OPNG'S EXCEED 4'-0" IN LENGTH, CONTACT E.O.R. FOR CONFIRMATION OF FRAMING. OPNG'S ARE NOT SHOWN ON STRUCTURAL DRAWINGS - REFER TO MECH'L 30/S601 27/S604 15/S602 15 S603 MECH'L UNIT MAX WT = 1,900# SEE 24/S003 FOR PLAN NOTES AND LEGEND ITEMS O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:25 PMS102 ROOF FRAMING PLAN S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211/8" = 1'-0"1 ROOF FRAMING PLAN 21 0 84 16 1/8"=1'-0" 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 NO.DESCRIPTION DATE CONSTRUCTION JOINT CONTROL JOINT SECOND POUR FIRST POUR VAPOR BARRIER AND COMPACTED GRANULAR CAPILLARY BREAK MATERIAL PER PLAN AND SPECIFICATIONS CONTROL JOINTS PER ARCH'L AND SPECIFICATIONS SLAB-ON-GRADE PER PLAN BURKE "KEYED KOLD" JOINT - STOP ALL REINF. 1" CLEAR OF JOINT EA. SIDE VAPOR BARRIER AND COMPACTED GRANULAR CAPILLARY BREAK MATERIAL PER PLAN AND SPECIFICATIONS WWM OR REBAR PER PLAN SLAB-ON-GRADE PER PLAN CUT ALTERNATE W.W.M. WIRES AT JOINT (CUT OR DISCONTINUE ALTERNATE BARS AT REBAR LOCN'S)slslslsl PLAN DOUBLE CURTAIN PLAN SINGLE CURTAIN CORNER BARS TO MATCH CROSS WALL HORIZ. REINF. BAR: TYP. CORNER HORIZ. REINF. MATCH EXTERIOR CORNER BARS TO WALL CROSS VERT. BARS ADDITIONAL (ALT. HOOKS) CORNER BARS TO MATCHCORNER BARS TO MATCH HORIZ. REINF. ADDITIONAL VERT. BARS CROSS WALL TABLE II <CNC-033> TYP.TABLE II <CNC-033> TYP.CROSS WALL HORIZ. REINF.LAP PERLAP PERMARK SIZE REINFORCING 3'-0" x 3'-0" x 12" dp.(4)#4 E.W. BOTTOM B A 5'-0" x 5'-0" x 18" dp.(5)#6 E.W. BOTTOMDD3'-0" MIN.3'-0"MAX.DDNORMAL FOOTING REINFORCING NORMAL FOOTING REINFORCING CONCRETE WALL ADDL. BARS TO MATCH NORMAL REINFORCING LINE OF EXCAVATION (1)#5 DIAGONAL ADDL. 1'-6" MIN. DO NOT PASS PIPES3Ð" CLR. MIN.AT CONC. WALLS6"3'-0"MAX.2'-0" MIN.THRU THIS AREA4"PIPE SLEEVES AS REQD. - ADJACENT PENETRATIONS SHALL BE SPACED A MIN. OF (4) DIAMETERS ON CENTER UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER EXCAVATION NOT ALLOWED BELOW THIS LINE CONCRETE WALL 1 1 PLACE CONTROL JOINTS @ 40'-0"oc MAX. AT WALL AND 5'-0" FROM CORNERS W/ SMOOTH DOWELS TO MATCH HORIZ. REINF. (GREASE ONE END) CONT. 1Ð"x3Ð" KEYED JOINT PER GENERAL STRUCTURAL NOTES PROVIDE FREE-DRAINING MATERIAL AS REQD. BY GEOTECHNICAL ENGR. & SPECIFICATIONS (4)#5 TOP #5 @ 12"oc(2)#5 BOT. #4 @ 12"oc #4 x @ 12"oc UP TO 5'-0"6"MIN.1'-0"1'-6" MIN.6" 3'-0" 8" 18 18 STEPS 8" OR LESSSTEPS OVER 8" BUT NOT EXCEEDING 2'-6" PER PLAN SLAB-ON-GRADE DEPRESSED SLABS LOCATIONS OF SEE ARCH'L FOR PER ARCH'L DEPTH OF DEPRESSION 8" MAX. PER PLAN SLAB-ON-GRADE #3 x @ 12"oc (2)#4 CONT. 1'-0" MIN.ttt+2"2'-6" MAX.O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:25 PMS301 TYPICAL CONCRETE DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211 2 3 4 6 7 8 12 13 14 15 16 18 19 20 21 22 25 26 28 30 6 3001 18Wall and Footing Corner Bars 3800 23 2424Footing Schedule 3801 23Footing Steps 3013 30Footing and Wall Sleeves 3010 28Site Retaining Walls 3807 27 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 9 NO.DESCRIPTION DATE 12Slab Steps 3008 10 OCCURS P.T. 2x PLATE PER PLAN WHERE ARCH'L WALL PER POST PER PLAN V POST & FOOTING HDU2-SDS2.5 HOLDOWN ONE SIDE OF POST W/ Ò"ø FOOTING PER PLAN AND 24/S301 THREADED ROD EPOXY GROUTED INTO SLAB DEPTH PER 24/S301 7"EMBED1'-6" MIN.10"6" 6" 6"7"NOTES (PER 30/S604 AT SHEAR WALLS) (2)#4 CONT. BOT. STUD WALL PER PLAN 2x P.T. PLATE (ALT. HOOKS) PER PLAN SLAB-ON-GRADE GENERAL STRUCTURAL ANCHOR BOLTS PER #4 VERT. @ 16"oc (2)#4 CONT. TOP (3x P.T. PLATE AS REQD. PER 30/S604)SHEATHING PER 30/S604 AT SHEAR WALLS el. per plan FOOTING DRAIN PER CIVIL WHERE OCCURS FACE OF STUD/CONCRETE PER ARCH'L (GRID WHERE OCCURS) #4 @ 12"oc HORIZ. OCCURS (TOP OF STEM WALL SLAB DEPRESSION WHERE TO REMAIN AT FINISHED FLOOR ELEVATION) REBAR PER PLAN WIRE MESH OR 2"2"2"2"PLAN FOOTING PER PLAN & 24/S301 CENTERLINE COLUMN, FOOTING, AND BASE P HD GALVANIZED BASE P 1"x11Ö"x1'-0Ê" W/ (4)Ò"ø EPOXY - GROUTED THREADED RODS IN Ô"ø HOLES IN P (EMBED 7") Ë(Ê) V P & COLUMN 2"ø MAX. COUNTERSINK IN BOT. OF COLUMN (ORIENTATION PER ARCH'L) #3 X @ 4"oc 12Ì"x12" CONC. PLINTH el. per plan el. per arch'l (4)#5 X SLAB-ON-GRADE PER PLAN COLUMN PER PLAN (PAVING AT SIM.) ROUND CORNERS TO Ì" RADIUS HD GALV. KERF P Ð" W/ (4)Ô"ø BOLTS, COUNTERSINK 11_2" MAX. COUNTERSINKIN COLUMN4"5" 4"11_2"2"2"1_ 8", TYP. 1 1_ 2" CLR. PLAN 1'-6" MIN.1 1_ 2" CLR.11_2" CLR.12 24 (2)#4 CONT. BOT. FINISHED GRADE CONTINUE STEM WALL REINF. OF 30/S302 SLAB-ON-GRADE PER PLAN NOTES FOOTING PER 30/S302 #4 CONT. HOLD STEM WALL DOWN AND RUN SLAB OVER TOP AT DOORWAYS#4 x @ 12"oc FOR CALL-OUTS IN COMMON SEE DETAIL 1'-6" MIN.EQ.9 1_ 4"EQ. (3)#4 CONT. BOT. ((5)#4 AT SIM.) #4 @ 12"oc (ALT HOOKS) el. per plan el. per plan A35 EA. STUD (PER 30/S601 AT JAMB STUDS) 30/S302 10"(1'-6" AT SIM.)1'-6" (3'-0" AT SIM.) FOR CALL-OUTS IN COMMON SEE DETAIL SLAB-ON-GRADE PER PLAN SPREAD FOOTING PER PLAN WHERE OCCURS. el per plan or plan notes 30/S302 EQ.5 1_ 2"EQ. 1'-6"FOR CALL-OUTS IN COMMON SEE DETAIL el. per plan el. per plan #4 @ 12"oc HORIZ. (2)#4 CONT. TOP & BOT. SLAB-ON-GRADE PER PLAN 24 #4 CONT. #4 x @ 16"oc CTRD. IN WALL NON-LOAD BEARING WALL PER ARCH'L WHERE OCCURS 30/S302 6" MIN. 1'-6"1'-6"1_ 2"1" CLR.3" CLR.FOR CALL-OUTS IN COMMON SEE DETAIL SLAB-ON-GRADE PER PLAN WINDOW SYSTEM PER ARCH'L #4 x @ 16"oc48 (2)#4 CONT. BOT. #4 CONT. 30/S302 1'-6"1'-6" MIN.FOR CALL-OUTS IN COMMON SEE DETAIL COLUMN PER PLAN HSS 3Ðx3ÐxÌ W/ (3)Ô"ø BOLTS EMBED INTO CONCRETE 9" (2)Ðø" x 4" STUDS 6/S302 1'-6"3" TYP.PER ARCH'L 41_2"FOR CALL-OUTS IN COMMON SEE DETAIL P Ð"x5"x1'-4" W/ (4)Ì"ø x 2" SDS SCREWS @ 3"oc COLUMN PER PLAN Ì 27/S302 FOR CALL-OUTS IN COMMON SEE DETAIL EXTERIOR STUD WALL PER ARCH'L #4 x @ 16"oc E.F. BEARING WALL PER PLAN SHEATHING PER 30/S604 AT SHEAR WALLS 2x PT PLATE (3x PT PLATE AS REQD. PER 30/S604) #4 @ 12"oc HORIZ. E.F. (3)#4 CONT. 29/S302 EQ.1'-0"EQ. 2'-0"10"FOR CALL-OUTS IN COMMON SEE DETAIL el. per plan SLAB-ON-GRADE PER PLAN SPREAD FOOTING PER PLAN WHERE OCCURS. 29/S302 EQ.9 1_ 4"EQ. 1'-6"FOR CALL-OUTS IN COMMON SEE DETAIL SHEATHING PER 30/S604 AT SHEAR WALLS - LOCATE ON INSIDE ARCH'L WALL PER PLAN FACE OF WALL 23/S302 PER ARCH'L FOR CALL-OUTS IN COMMON SEE DETAIL el. per plan SLAB-ON-GRADE PER PLAN #4 @ 12"oc HORIZ. el. varies el. varies SPREAD FOOTING PER PLAN WHERE OCCURS. 30/S302 EQ.5 1_ 2"EQ. 1'-6" FOR CALL-OUTS IN COMMON SEE DETAIL el. per plan POST PER PLAN A35 CLIP EA. SIDE FOOTING PER PLAN & 24/S301 FOUNDATION PER 23/S302 BEYOND V POST & FOOTING 30/S302 FOR CALL-OUTS IN COMMON SEE DETAIL 18/S302 STUD WALL WALL PER PLAN STEM WALL REINF. PER 22/S302. EPOXY GROUT INTO PLINTH & FOUNDATION (EMBED 4") el. per plan FOUNDATION PER 22/S302 FOOTING PER PLAN & 24/S301 SLAB-ON-GRADE PER PLAN COLUMN PER PLAN PERARCH'Lel. per plan #4 x @ 16"oc 24 24 POST PER PLAN HDU2-SD52.5 HOLDOWN ONE SIDE OF POST W/ Ò"ø THREADED ROD EPOXY GROUTED INTO FOUNDATION (EMBED 7") FOOTING PER PLAN & 24/S301 CONT. STEP REINF. PER 12/S301 THRU THICKENED FOOTING 24/S301el. per plan V POST & FOOTING DEPTH PERFOR CALL-OUTS IN COMMON SEE DETAIL 4"4"4"el. per plan el. per plan STEM WALL & REINF. PER 23/S302, U.O.N. (3)#4 x 2'-0" @ 12"oc EPOXY GROUT INTO STEM WALL (EMBED 4"), TYP. 30/S302 O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:26 PMS302 CONCRETE DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211 2 5 6 7 8 10 13 14 15 16 18 19 20 21 22 23 24 25 26 27 28 29 30 24 3803 30 3802 1 1/2" = 1'-0" 18 3808 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 28 3804 29 3812 23 3814 NO.DESCRIPTION DATE 20 3816 6 3824 5 3825 25 3823 27 3822 3 4 9 22 3818 21 3815 19 3020 26 3820 10 3821 16 3819 15 3826 6'-0" MIN. BETWEEN SPLICES SPLICE BOTTOM CHORD (8)16d @ 4"oc STAGGERED AT EA. SIDE OF SPLICE TOP CHORD SPLICE SPLICE TO OCCUR AT V OF VERT. STUD, TYP. 16d @ 12"oc STAGGERED ELSEWHERE 2x4 STUDS 2x6 STUDS 2x8 AND 2X10 STUDS (3x6 SIMILAR)(3x4 SIMILAR) 1Ð"ø MAX. HOLE 1" MIN. EA. SIDE 2Ì"ø MAX. HOLE 1Ð" MIN. EA. SIDE 3"ø MAX. HOLE 2" MIN. EA. SIDE 1Ð"=1'-0" NOTE: HOLES SHALL NOT OCCUR IN MORE THAN (2) SUCCESSIVE STUDS. POST PER PLAN TYP. DOUBLE TOP PLATE - SPLICE PER 6/S601 TYPICAL STUDS (1) FULL HEIGHT STUD MIN. BEAM PER PLAN - TIGHT TO TOP PLATE (JAMB STUDS PER 30/S601 AT EXTERIOR WALLS) ((2) STUDS MIN.) ACE POST CAP EA. SIDE - (SHIM BEAM OR POST AS REQUIRED) HEADER & JAMB STUD SCHEDULE 2 1 2 1 2 2 A34 EA. END ((2) A34 DOUBLE TOP PLATE - SPLICE PER 6/S601 HEADER PER SCHEDULE (2)16d END NAILS, TYP. A35 TOP & BOT. WHERE OPNG. LENGTH EXCEEDS 6'-0" STUD WALL PER PLAN FULL HEIGHT JAMB STUDS BOT. PLATE PER PER DETAILS OPENING LENGTH 'L' L Ú 6'-0" 6'-0" < L Ú 8'-0" HEADER SIZE (2)2x10 (3)2x10 FULL HEIGHT JAMB STUD SIZE (2)2x (3)2x CONT. SINGLE SILL PLATE PER SCHEDULE (DOUBLE 2x SILL PLATE AT OPENINGS GREATER THAN NOTES: SIZES SHOWN ARE DEFAULT SIZES UNLESS NOTED OTHERWISE ON PLAN. 6'-0") 1. 2. NAIL TOGETHER BUILT-UP MEMBERS PER GENERAL STRUCTURAL NOTES. WHERE OPENING ((2) A35 TOP & BOT. WHERE OPENING EXCEEDS 8'-0") POST PER PLAN TRIM STUD AS REQD. (2) STUDS, U.O.N. EXCEEDS 8'-0") ACE POST CAP EA. SIDE - (SHIM BEAM OR POST AS REQD.) 2x PLATE AT BUILT-UP HEADERS CLIP TOP AND BOTTOM OF ALL STUDS AT 2x10 WALLS PER DETAILS U.O.N. PER PLAN OPENING LENGTH 'L' POST PER PLANPOST WHERE SHOWN (BEAM CONT. OVER BEAM PER PLAN - ON PLAN) SHEATHING PER PLAN MTS18 STRAP EA. SIDE 1'-0" 1'-0"1'-6"EQ. EQ.4'-0"2'-0" 2'-0" 4" MIN.1'-6"MAX.2 1_ 2" MIN. TYP. PLAN DETAIL DETAIL AT OPEN WEB TRUSSES SECTION A AT DETAIL SECTION B AT DETAIL PLAN 1 1 HGUS5.25/10 HANGER (4) LOCATIONS USE 16d x 2Ð" (N16) NAILS FOR NAILING SHEATHING PER PLAN (NOT SHOWN FOR CLARITY) - SHEATHING WITHIN 4'-0" OF FALL ARREST ANCHOR SHALL BE SCREWED TO FRAMING BELOW W/ #10 @ 4"oc V V TO JOIST NOTE: CONTRACTOR SHALL VERIFY DESIGN BUILD FALL-ARREST ANCHOR SYSTEM IS COMPATIBLE W/ FRAMING & CONNECTIONS SHOWN. COORDINATE ANCHOR LOCATIONS & SUPPORT CONFIGURATION W/ JOIST/TRUSS MFR. PRIOR TO JOIST/TRUSS FABRICATION. HHUS210-2 HANGER (4) LOCATIONS USE 16d x 2Ð" (N16) NAILS FOR NAILING TO PERPENDICULAR BLOCKING, TYP. * I-JOIST CONDITION JOIST ARE DESIGNED FOR IMPACT LOAD = 3450# (ALLOW) AT EA. LOCATION WHERE GLULAM BLKG. CONNECTS TO JOIST GL 5Êx10Ð FALL ARREST ANCHOR DESIGNED FOR 5000# LOAD IN ANY DIRECTION BLKG. TYP. JOIST MFR. SHALL PROVIDE WEBFILLER DESIGN BUILD FALL- ARREST ANCHOR (SEE NOTE*) DOUBLE 11Ö" TJI 560 CONTR. TO COORD. LOCN. OF FALL-ARREST ANCHOR JOIST W/ JOIST MFR. PRIOR TO - (W/ H8 INSTALL AT EA. END OF JOIST TO TOP PLATE) FABRICATION. CONTRACTOR TO COORDINATE ANCHOR QUANTITY SUPPORT CONDITIONS AND LOCATIONS W/ TRUSS MFR'S PRIOR TO BIDDING. SEE ARCHITECTURAL FOR PRELIMINARY LAYOUT. SUBMIT FINAL LAYOUT FOR REVIEW PRIOR TO CONSTRUCTION. SHEATHING PER PLAN (NOT SHOWN FOR CLARITY) - SHEATHING WITHIN 4'-0" OF FALL ARREST ANCHOR SHALL BE SCREWED TO V V LEDGER PER SECTION HGU5.125/12 HANGER (4) LOCATIONS HGU5.125/12 HANGER (4) LOCATIONS GL 5Êx12 GL 5Êx12 GL 5Êx12 FLUSH MOUNT BEARING CLIP PER TRUSS MFR, TYP. JOIST PER PLAN # OF PLIES AS REQD. BY JOIST MFR. (2-PLY MIN.) JOIST MFR. TO DESIGN JOISTS FOR IMPACT LOAD = 500# (ALLOWABLE) WHERE LEDGER CONNECTS TO LOAD TRANSFER LOAD TRANSFER BLOCKS BY JOIST MFR., TYP. V SCREWS = V LOAD TRANSFER BLOCK 3x14 LEDGER - ATTACH TO (4) LOAD TRANSFER BLOCKS W/ (4)Ì"dx5" SDS SCREWS @ 3"oc. DRILL OR NOTCH AT PINS BLOCKS, TYP. FOR FLUSH FIT (2)2x12 BLKG, TYP. W/ HHUS212-2 HANGER EA END. USE 16d x 2Ð" (N16) NAILS FOR NAILING TO PERPENDICULAR BLOCKING, TYP. FASTENERS BY ANCHOR MFR. DESIGN BUILD FALL ARREST ANCHOR PER SPECIFICATIONS FRAMING BELOW W/ #10 @ 4"oc PLAN SECTION SECTION 2 A 2 A B 2 ECCQ COLUMN CAP (2) 2x10 BEAM PER ELEVATION OF 28/S601 FULL HEIGHT JAMB STUDS PER ELEVATION OF 28/S601 HGA10KT (6)2x10GL 6Ôx12 (6)2x1030 S601 U.O.N. 2x10 @12"oc 2x10 @16"ocTYPICAL WALL FRAMING PER PLAN (2) HGA10KT TOP & BOT. AT MULTISTUD POSTS, TYP. GL 8Ôx12 POST PER6/S604JAMBS AND HEADERS PER U.O.N. 30/S601 27 S601 O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:26 PMS601 TYPICAL WOOD FRAME DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20215 6 10 12 13 14 15 16 17 18 19 20 25 26 27 30 6Top Plate Splices 6000 12Allowable Holes in Studs 6002 18Interior Dropped Beams in Walls 6004 30Exterior Wall Openings 6800 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 NO.DESCRIPTION DATE 21 17Beams Framing Perpendiculat to Walls 6006 10Fall Arrest Anchors 6204 27 6831 1/8" = 1'-0" 28Wall Elevation at Gym 6010 22 SHEAR WALLS) @ 8"oc (PER 30/S604 AT TO TOP PLATE W/ 16d JOISTS - ATTACH 2x BLKG. BETWEEN PER PLAN OPEN-WEB JOISTS SHEATHING PER 30/S604 AT SHEAR WALLS SHEATHING PER PLAN NAILING PER PLAN NOTES CONT. TOP PLATE - SPLICE PER 6/S601 STUD WALL PER PLAN RSP4 EA. STUD BEVELED 2x P TO MATCH ROOF SLOPE - NAIL TO TOP P W/ 16d @ 6"oc, STAGGERED JOIST PER PLANHANGER PER GENERAL SHEATHING PER PLAN BEAM PER PLANSTRUCTURAL NOTES CONT. 1Ì" LSL OR LVL RIM BOARD (RIM JOIST PER PLAN BOARD VARIES AT SHEAR WALLS- CONT. TOP PLATE - SPICE PER 6/S601 STUD WALL PER PLAN SHEATHING PER 30/S604 AT SHEAR WALLS NAILING PER PLAN NOTES SHEATHING PER PLAN TOE NAIL 16d @ 8"oc (CONN. PER 30/S604 AT SHEAR WALLS) H3 EA. JOISTS SEE 30/S604 ) WEB FILLER PER JOIST MFR. FOR CALL-OUTS IN COMMON SEE DETAIL el. per arch'l DIAPHRAGM BOUNDARY NAILING BEAM PER PLAN WINDOW SYSTEM PER ARCH'L (3)2x8 SILL PLATE - SPLICE PER 6/S601 2x8 @ 16"oc 16d @ 12"oc SHEATHING PER PLAN OPEN-WEB JOISTS - CONNECT TO GLULAM COLUMNS PER 11/S602 PER PLAN SHEATHE AS W6 PER 30/S604 13/S602 7/S602 CMSTC16 x 4'-6" STRAP CTRD. ON SPLICE OF RIM BOARD W/ 10d x 1Ð" NAILS (SEE PLAN WHERE LARGER STRAP 2x12x12'-0" CTRD. ON EA. COLUMN - NAIL TO BLKG. BELOW W/ UNDER 2x12 ABOVE (2) HTT5 @ 6"oc CTRD. ON EA. COLUMN W/ Ô"ø x 8" LAG SCREW TO COLUMN SILL PER 12/S602 (2) ROWS 16d @ 6"oc REQD.)3" 3" 1"SHEATHING PER PLAN OPEN-WEB JOISTS PER PLAN 2x12 FLAT BLKG. (2)Î"ø x 6" LAG SCREWS EA. SIDE OF BEAM SPLICE BEAM PER PLAN - SPLICE AT V OF COLUMN COLUMN PER PLAN BOUNDARY NAILING DIAPHRAGM COLUMN PER PLAN BEAM PER PLAN EA. SIDE OF COLUMN STUD WALL BEYOND PER 6/S602, CONN. TO BEAM PER 7/S602 CMSTC16x4'-6" STRAP CTRD. ON SPLICE OF RIM BOARD W/ 10d x 1Ð" NAILS FASCIA PER ARCH'L HD GALV. (4)Ô"ø THRU BOLTS 3" 3" 3" 3" CONT. TOP PLATE - SPLICE PER 6/S601 2x8 @ 16"oc SHEATHING PER PLAN JOISTS PER PLAN el. per arch'l BEAM PER PLAN BEYOND - SEE ARCH'L SHEATHE AS W6 PER 30/S604 1Ì" LSL OR LVL RIM BOARD FASCIA PER ARCH'L ALIGN JOIST OVER WALL DIAPHRAGM BOUNDARY NAILING WINDOW SYSTEM PER ARCH'L (WINDOW HEAD TO ACCOMODATE Ð" DEFLECTION OF STRUCTURE) (3)2x8 HEADER -SPLICE PER 6/S601 - CONNECT TO COLUMNS PER 7/S602 NAILING DIAPHRAGM BOUNDARY 2x BLKG. HGA10KT EA. JOIST A35 CLIP EA. FASCIA PER ARCH'L STUD, TYP. #10 SCREWS @ 8"oc ALL SUPPORTS CONT. BEVELED P W/ (2) ROWS 16d @ 8"oc CONT. TOP P - SPLICE PER 6/S601 A35 CLIP EA. STUD AT 2x10 STUD WALLS BEAM PER PLAN (WHERE OCCURS) OPEN WEB JOISTS PER PLAN CONT. 2x8 HGA10 CENTERED OVER EA. JOIST SHEATHING PER PLAN SP1 EA. STUD SHEATHING PER 30/S604 STUD WALL PER PLAN 2x8 OUTRIGGER ALIGNED OVER EA. JOIST BELOW - TOENAIL TO FRAMING BELOW W/ 10d @ 12" oc EA. SIDE BLKG. TO MATCH TRUSS TOP CHORD DEPTH W/ Ì" x 6" SDS SCREWS @ 8"oc, STAGGERED CONT. 2x8 (DOUBLE 2x8 AT CORNERS WHERE INDICATED ON PLAN) P E R A R C H 'L 5 '-0 " M I N . FOR CALL-OUTS IN COMMON SEE DETAIL PER ARCH'L 30/S602 2x8 OUTRIGGER @ 24"oc CLIP PER 30/S602 @ 48"oc CENTERED OVER JOIST BELOW HGA10KT @ 48"oc(2) JOIST BAYS, MIN. (4'-0" MIN.) SHEATHING PER PLAN 1Ì" LSL OR LVL #9 SD SCREW EA. SIDE OF JOIST JOISTS PER PLAN BEAM PER PLAN COLUMN PER PLAN BEYOND NAILING PER PLAN NOTES BLOCKING A35 @ 24"oc 10/S602 TYP. 20/S602 TYP. COLUMN PER PLAN BEAM PER PLAN BEAM PER PLAN SHEATHING PER PLAN LOW AND HIGH ROOF FRAMING PER PLAN GL 12Ì PER 1/S602 HD GALV. HSS 8x4xÎ (CENTER 1" EAST OF GRID 2) ALL STEEL ELEMENTS AND CONNECTIONS FOR THIS ELEVATION SHALL BE HOT DIP GALVANIZED. TOP OF BEAM ELEVATION = 474'-3" HD GALVANIZED 1"ø A36 TENSION ROD TENSION TO REMOVE SLACK IN ROD. CENTER TIE RODS & CONN. 1" EAST OF GRID 2 #3 CLEVIS W/ 1Ì"ø PIN, TYP. P Î"8"4" 21_2" 3" 4" FOR CALL-OUTS IN COMMON SEE DETAIL STRAP PER PLANNOTCH OUTRIGGER TO ALLOW FOR INSTALLATION OF STRAP & FLAT P 2 x BLKG. 2x12 BLKG. FULL LENGTH OF WALL W/ 16d @ 8"oc A35 @ 12"oc BELOW STRAP (1" MAX. NOTCH) HD GALV. CONT. P PER PLAN W/ (2) ROWS OF Ì"ø x 5" SDS SCREWS @ 6"oc 30/S602 FOR CALL-OUTS IN COMMON SEE DETAIL KERF P Î" W/ (13)Ô"ø THRU BOLTS ROD PER 9/S602 CLEVIS CONN. PER 20/S602 GL 12Ì PER 1/S602 W.P. 5/S602 3"TYP.3" 1 1_ 2"11_2" TYP.1 1_ 2"2"2"3"11_2"21_2" P Ð"x 5"x0'-10" W/ (2)Ô"ø x 7" LAG SCREWS BEAM PER PLAN BEAM PER PLAN HGU9 - SDS HANGER COLUMN PER PLAN Ì 2 SHEATHING PER PLAN JOISTS PER PLAN GL 12Ìx12 BEAM PER PLAN CONN. PER 10/S602 COLUMN PER PLAN BEYOND ROD PER 9/S602 WINDOW SYSTEM PER ARCH'L A35 @ 8"oc BLKG. PER 4/S602 1Ì" LSL OR LVL RIMBOARD SHEATHING PER PLAN WEB FILLER PER FULL DEPTH 1Ì" LSL OR LVL BLKG. DIAPHRAGM BOUNDARY NAILING H8 EA. JOIST JOIST PER PLAN BEAM PER PLAN JOIST MFR. PER ARCH'L STUD WALL PER DETAILS OF PLAN BEAM SPLICE PER 11/S602 Ù 6x4xÍ x 0'-10" LLV W/ (6)Î"ø x 6" LAG SCREWS TO COLUMN & (4)Î"ø x 6" LAG SCREWS TO BEAM COLUMN PER PLAN Ù 4x3xÌ x 0'-10" LLH W/ (4)Î"ø x 6" LAG SCREWS TO COLUMN & (4)Î"ø x 3" LAG SCREWS TO SILL BEAM PER STUD WALL PER PLAN BELOW (WHERE OCCURS) PLAN, TYP. HOLDOWNS PER 11/S602 HGA10 CLIP EA. SIDE OF COLUMN 2 "4 "2 "1"3"1" T Y P . 3"3" OPEN-WEB JOISTS BEAM PER PLANPER PLAN JOISTS - NAIL TO 2x BLOCKING BTWN. SHEATHING PER PLAN BEAM W/ 16d @ 8"oc BEVELED 2x PLATE W/ (2) ROWS 10d @ 8"oc TO BEAM FOR CALL-OUTS IN COMMON SEE DETAIL BEAM PER PLAN WINDOW SYSTEM PER ARCH'L NAIL SHEATHING TO BLKG. W/ 10d @ 4"oc 2x FLAT BLKG. A35 CLIP EA. SIDE OF BRACE 2x6 BRACE @ 48"oc STUD WALL PER PLAN SHEATHING PER 30/S604 AT SHEAR WALLS 2x PLATE NAILING PER 30/S604 12/S602 2'-0" MAX. SECTION A SECTION B COLUMN PER PLAN KERF P Î" W.P. AT V OF COLUMN & BEAM ROD PER 9/S602 #3 CLEVIS W/ 1Ì" PIN KERF P Ð" W/ (4)Ô" SLIP CRITICAL BOLTS IN ×"ø HOLES P PER PLAN & 28/S602 Ì KERF P SHEATHING 2x12 BLKG. GA METAL STRAP PER PLAN P Î" W/ (4)Ô" SLIP CRITICAL BOLTS IN Õ"x1Ì" VERTICAL SLOTTED HOLES HSS SLOTTED FOR P Ì typ. (6)Ô" HD GALV. BOLTS BEAM PER PLAN - CONN. PER 11/S602SECTION ASECTION B1"2"2"2" 2" 1'-0" 1_ 2" 1 1_ 2" 3" 1 1_ 2" 1_ 2" 3" 3"2"5" 5"2Ð" MIN.3"4"1_2" TOP & BOT.1_ 2" 2x6 @ 16"oc STUD WALL - SHEATH & NAIL AS W6 PER 30/S604BOT. PLATE ATTACHMENT DIAPHRAGM BOUNDARY NAILING BEAM PER PLAN HANGERS PER JOISTS PER PLAN PER 30/S604 GENERAL STRUCTURAL NOTES WHERE JOISTS FRAME INTO BEAM (ORIENTATION VARIES PER PLAN) BEAM DEPTH VARIES STRAP PER PLAN WHERE OCCURS FOR CALL-OUTS IN COMMON SEE DETAIL 23/S602 NAIL SHEATHING TO BLKG. W/ 10d @ 4"oc (3)10d TO BLKG. 1Ì" LSL OR LVL RIM @ 24"oc BOARD BLKG. CONT. WEB FILLER NOTCHED AROUND 2x6 PARAPET STUDS RIM BOARD - NAIL TO BLKG. W/ (6)16d AS SHOWN H3 @ EA. BLKG. NAILING 1Ì" LSL OR LVL RIM BOARD DIAPHRAGM BOUNDARY CONT. TOP PLATE - SPLICE PER 6/S601 2x6 PARAPET STUDS AT EA. JOIST NOTCHED STUD WALL PER PLAN JOISTS PER PLAN AROUND RIM BOARD CONT. TOP PLATE 2x8 BLKG. SHEATHING PER PLAN SHEATHING PER 30/S604 AT SHEAR WALLS (CONT. TOENAIL 16d @ 8"oc (A35 CONN. PER 30/S604 AT SHEAR WALLS) TO TOP OF PARAPET) el. per arch'l- SPLICE PER 6/S601 - NAIL OVER WEB FILLER W/ (6)16d AS SHOWN WEB FILLER CUT TO FIT TIGHTLY BETWEEN FLANGES & NAILED TO WEB W/ (2) ROWS 10d @ 4"oc NAIL TO PARAPET STUDS W/ (3)10d & TO BLKG. H4 @ EA. JOIST W/ 10d @ 4"oc BEAM PER PLAN (WHERE OCCURS) 1'-3" NOTE: SUNSHADES SHALL ATTACH TO VERTICAL POSTS AND WALL STUDS ONLY, AND SHALL NOT ATTACH TO HEADERS OVER WALL OPENINGS. ATTACHMENT PER MFR. - SEE NOTE THIS DETAIL ALLUMINUM SUNSHADE PER ARCH'L WALL/ POST PER PLAN 1 k/ft MAX. ALLOWABLE MOMENT AT 2x WALL STUD 4.5 k/ft MAX. ALLOWABLE MOMENT AT 6x POST 500# MAX ALLOWABLE LOAD AT 2x WALL STUD 2,500# MAX. ALLOWABLE LOAD AT 6x POST O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:27 PMS602 WOOD FRAME DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20214 5 6 7 10 12 13 15 16 17 18 19 20 21 22 25 26 27 28 30 11 23 29 18 6803 16 6810 17 6806 12 6813 11 6814 5 6812 6 6811 30 6809 29 6808 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 4 6817 1/2" = 1'-0" 9 Tie Rod Bracing Elevation 6818 28 6819 10 6820 27 6823 NO.DESCRIPTION DATE 1 6828 26 6826 7 6211 19 6090 13 6824 20 6821 21 6807 22 6805 23 6804 1 9 15 6832 CONTRACTOR SHALL VERIFY PRIOR TO JOIST FABRICATION GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE PIPE SUPPORT CONFIGURATION, LOADS AND DETAILS BETWEEN BACKSTOP MANUFACTURER AND JOIST FABRICATOR PRIOR TO JOIST FABRICATION. FOR BIDDING PURPOSES, JOIST MFR. TO ASSUME BASKETBALL HOOP ASSEMBLY WEIGHTS 1200# EACH. 2. 1. NOTES: ROOF TRUSSES PER PLAN FOLDING BACKSTOP; SEE ARCH'L. & STRUCT. PLANS PIPE SUPPORTS AND THEIR ATTACHMENT TO ROOF TRUSSES BY BACKSTOP MFR. ADDL. MEMBER AT SUPPORT LOCATIONS BY JOIST MFR. (ORIENTATION AND SLOPE VARIES) BEAM PER PLAN POST PER PLAN ECCQ COLUMN CAP W/ STRAPS ROTATED 90° BEAM PER PLAN POST PER PLAN FIT POST & BEAM SIZE AS REQD. TO CCQ COLUMN CAP - BLOCK AS REQD. FOR SOLID BEARING ST12 STRAP EA. SIDE U.O.N. ON PLAN BEAM PER PLAN (BEAM CONT. OVER POST WHERE SHOWN ON PLAN) CCQ COLUMN CAP - SIZE AS REQD. TO FIT POST & BEAM POST PER PLAN POST CAP PER 6/S603 POST PER PLAN CONN. PER 5/S603 BEAM PER PLAN INCOMING BEAM PER PLAN W/ HUC HANGER P Ì"x6Ð" W/ (2)Ð"ø x 6" LAG SCREWS STRAP PER PLAN Ì P Ì"x4" EA. SIDE OF POST W/ (2)Ð"ø THRU BOLTS 3" 3"1"2"3"1" NAILING PER PLAN NOTES SHEATHE AS W6 PER 30/S604 NAILING PER 30/S604 JOIST PER PLAN, TYP. STUD WALL PER PLAN 2x6 @ 16"oc STUD WALL BEAM PER PLAN WHERE OCURRS SHEATHING PER 30/S604 AT SHEAR WALLS (LOCATE PER ARCH'L) PER ARCH'L (6" MAX.) 12/S602 PER PLAN SEE 13/S602 AT WALLS BELOW GL 6Ô PER PLAN LOW BEAM 2x8 PLATE FOR CALL-OUTS IN COMMON SEE DETAIL JOIST PER PLAN (SLOPE VARIES PER ARCH'L) (3)2x PLATE - SPLICE PER 6/S601 BEAM PER PLAN WHERE OCCURS SHEATHE AS W6 PER 30/S604 AT SIM., PROVIDE BEVELED BEARING PLATE PER 18/S602 JOIST PER PLAN (SLOPES AT SIM.) SHEATHING PER 30/S604 AT SHEAR WALLS 18/S602 18/S603 PER ARCH'L (6" MAX.) (2)Ð"ø A307 BOLT IN SHORT VERT. SLOTTED HOLES 10d @ 4"oc SHEATHING PER PLAN WEB FILLER PER JOIST MFR. JOIST PER PLAN 1Ì" LSL OR LVL BLKG. EA. SIDE OF COLUMN IUS HANGER EA. SIDE COLUMN PER PLAN4"2"2"COLUMN PER PLAN BEAM PER PLAN P Î"x6"xÌ" W/ (4)Ð"ø x 4" LAG SCREWS 3" TYP.11_2" TYP.WINDOW SYSTEM PER ARCH'L Ì P Ð"x6" @ 48"oc COLUMN PER PLAN Ì" CAP P AT BEAMS, TYP. BEAMS PER PLAN ea. side Í top & bot.Ì PER ARCH'L 2X6 BLKG. W/ 16d @ 6"OC A35 @32'oc BEVELED 4x CONT. JOISTS PER PLAN P PER 12/S603 NAILING PER PLAN NOTES 1Ì" LSL OR LVL BLKG. JOIST WEB FILLER AT STRAP LOCN'S DTT1Z @ 48"oc W/ 3/8"ø x 3" LAG SCREW BEAM PER PLAN LTP5 @ 32"oc, ORIENTED VERTICALLY HSS PER PLAN LOCATE PER ARCH'L WINDOW SYSTEM PER ARCH'L 8 LOW BEAM PER PLAN EXTEND STRAP 6'-0" PAST GRID LINE 8 TYPE C STRAP PER PLAN AND SCHEDULE OF 24/S003 EXTEND STRAP ENTIRE LENGTH OF WALL TYPE C STRAP PER PLAN AND SCHEDULE OF 24/S003 INSTALL BLKG. AT STRAP PER PLAN NOTES BEAM TO COLUMN CONN. PER 11/S602 INSTALL BLKG. AT STRAP PER PLAN NOTES CONN. PER 7/S602, TYP. STUD WALLS PER 16/S603 COLUMN PER PLAN LOW BEAM PER PLAN BEAM TO COLUMN CONN. PER 11/S602 MIDDLE BEAM PER PLAN AND 16/S603 3"3"3"3"11_2"3 " M I N . 3 " M I N . 3" MIN. NAIL SHEATHING TO BLKG. W/ 10d @ 4"oc BEAM PER PLAN JOIST PER PLAN A35 CLIP EA. SIDE OF BRACE 2x FLAT BLKG. A35 CLIP EA. 2x6 BRACE @ 48"oc THREADED ROD ASSEMBLY PER MFR. SHEATHING PER PLAN 2'-0" MAX. O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:27 PMS603 WOOD FRAMING DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/2021NO.DESCRIPTION DATE 1 4 5 6 7 9 10 12 13 14 15 16 17 19 20 25 26 28 30 118 2 3 30 6203 6ECCQ Cap - Straps Rotated 6201 4CCQ Cap - Unequal Beam Depths 6202 5 CCQ Cap 6200 3 6205 18 6206 16 6209 17 6207 15 6827 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 11 6825 12 6091 9 6210 28 6829 26 6830 MULTIPLE OPENINGS (2 OR 3 OPENINGS DEPENDING ON LOCATION) TYPICAL OPENING STRAPS AT EXTERIOR SHEAR WALLS SHEAR WALL PER PLAN IN ALL EXTERIOR SHEAR WALLS. THIS DETAIL APPLIES AT OPENINGS SHEAR WALL SCHEDULE NAILING' COLUMN OF NAIL SHEATHING PER 'PANEL EA. SIDE OF OPENING. DOUBLE STUD (FULL HEIGHT) STRAP HOLES NAIL HALF OF DO NOT OTHERWISE OCCUR ALL STRAPS WHERE MEMBERS PROVIDE 2x BLKG. BEHIND FULLY NAIL STRAP EXTENSIONS & BELOW OPENING OVER STRAP PER SCHEDULE ABOVE SHEATHING & NAILING PER SHEAR WALL SCHEDULE ABOVE & BELOW OPENING NOTE: SHEATHING STRAP TYPE EXTENSION STRAP OPENING SPAN 20" 24"CMSTC147'-0" < L Ú 13'-0" CMSTC16'L' Ú 7'-0" NARROW WALL PIER PER PLAN - STRAP ACROSS BOTH 4" MAX DIAMETER DRYER VENT HOLES - LOCATE STRAP ABOVE VENTS OPENINGS STUD WALL TOP PLATE RIMBOARD PER DETAILS Î"=1'-0" SHEAR WALL PER SCHEDULE PER SCHEDULEPER SCHEDULE 'L' PER SCHEDULE 'L' PER SCHEDULE NAIL HALF OF STRAP HOLES VARIES 1" HOLE DIAMATER MIN. SECTION 2 PLAN 7" MIN.7"MIN.Î" MIN. EDGE DIST. OF NAILS HORIZONTAL INTERMEDIATE FRAMING LAID UP VERTICAL OR SHEATHING PER SCHEDULE NAILING PER NOTE RECEIVING EDGE NAILING PANELS ON FRAMING MEMBER CENTER JOINT OF ABUTTING RIM BOARDAPPLIES AT THIS PORTION ONLYNAILING FOR UPPER FLOOR SHEAR WALLPANEL NAILING ANCHOR BOLTSAPPLIES AT THIS PORTION ONLYNAILING FOR LOWER FLOOR SHEAR WALLAND SPACING PER SCHEDULE 2 PANEL NAILING PER SCHEDULE OR BLKG. TO TOP PLATE PER SCHEDULE BOTTOM PLATE ATTACHMENT TO WOOD TOP OF CONCRETE FLOOR OR ROOF CONNECTION OF JOIST SEE SECTION 1 AND FRAMING DETAILS SEE FOUNDATION DETAILS 3x STUD WHERE REQD. PER SCHEDULE 3x SILL PLATE WHERE REQD. PER SCHEDULE USE GALVANIZED NAILS NOTES AT PRESSURE TREATED SILL PLATES LTP4 WHERE OCCURS (STAGGER AS REQD. PER NOTE )6 PER GENERAL STRUCTURAL ELEVATION TYPICAL SHEAR WALL NAILING CONVENTION NAILS OR SDS SCREWS PER SCHEDULE (CONTRACTOR'S OPTION) 2x PLATE CONT. LSL RIM BOARD PER SCHEDULE U.O.N. IN DETAILS) HANGERS PER PLAN WHERE JOISTS FRAME HANGERS PER PLAN WHERE JOIST BEARING LENGTH IS LESS THAN 1Ô" A35 PER SCHEDULE SCREWS PER SCHEDULE P WASHER PER GENERAL STRUCTURAL NOTES P.T. SILL PLATE (THICKNESS PER SCHEDULE) SHEATHING BOTH SIDES WHERE INDICATED LTP4 PER SCHEDULE (MAY BE PLACED PANEL NAILING PER JOISTS PER PLAN (ORIENTATION VARIES) SCHEDULE INTO UPPER PLATE SHEATHING PER PANEL NAILING PER SCHEDULE. USE GALV. NAILS INTO P.T. PLATE PER GENERAL STRUCTURAL NOTES ANCHOR BOLTS PER SCHEDULE CONC. SLAB OR WALL PER PLAN SHEAR WALL SCHEDULE NOTES: PANEL NAILING APPLIES TO ALL SHEATHING PANEL EDGES. INSTALL BLOCKING AT ALL UNFRAMED PANEL DOUBLE 2x MEMBERS MAY BE SUBSTITUTED FOR 3x MEMBERS AND 3x FOUNDATION PLATES. WALL STUDS SEE PLAN VIEW FOR MINIMUM ROW SPACING AND MINIMUM EDGE DISTANCE. WHERE PANELS ARE APPLIED TO EACH FACE OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON CLIPS SHALL BE INSTALLED W/ 0.131 x 2 1/2" NAILS IN ALL HOLES. WHERE CLIPS ARE REQUIRED EACH SIDE, CONTRACTOR MAY USE EITHER OF THE CONNECTION OPTIONS INDICATED AND MAY COMBINE A35 CLIPS ON PLATE WASHERS IN 2x4 STUD WALLS AND ALL SINGLE SIDED SHEAR WALLS SHALL BE 3"x3"x0.229". 1 2 3 4 5 6 7 8 EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING WITH PANEL NAILS AT 12"oc. SHALL BE FACE NAILED TOGETHER PER THE BOTTOM PLATE ATTACHMENT COLUMN OF THE SCHEDULE. DIFFERENT FRAMING MEMBERS. ONE SIDE OF WALL WITH LTP4 ON THE OPPOSITE SIDE. DOUBLE SIDED 2x6 SHEAR WALLS SHALL HAVE 4Ð"x3"x0.229" PLATE WASHERS. THE EDGE OF PLATE OVER SHEATHING AND IN EITHER VERTICAL CLIPS SHALL BE STAGGERED TO AVOID NAIL INTERFERENCE. SECTION 1 SHEATHING SHALL CONSIST OF 1/2" PLYWOOD. SHEATHING SHALL HAVE A MINIMUM SPAN RATING OF 24/0 BELOW PER SCHEDULE DOUBLE 2x FOUNDATION SILL PLATES SHALL BE NAILED TOGETHER W/ 10d @ 4"oc, STAGGERED. WASHERS SHALL BE LOCATED WITHIN Ð" OF THE EDGE OF BOTTOM PLATE ON THE SIDE WITH SHEATHING. MARK W6 W4 W3 W2 SHEATHING Ð" Ð" Ð" Ð" 0.148" x 2Ð" PANEL NAILING 6"oc 4"oc 3"oc 2"oc THICKNESS OF STUD OR BLKG. AT ABUTTING PANEL EDGES, AND THICKNESS OF FOUNDATION SILL PLATE 2x 3x (2x AT 2x10 WALLS) 3x (2x AT 2x10 WALLS) 3x 1Ô" 1Ô" 1Ô" 3Ð" LTP4 CLIPS 21"oc 14"oc 11"oc 8"oc SCREWS 15"oc 10"oc 8"oc 8"oc 0.220"ø x 5" SDWS CONNECTION OF JOIST OR BLKG. TO TOP PLATE (BASED ON SHEAR WALL BELOW RIM BOARD) NAILS 5"oc 4"oc (2) ROWS @ 5"oc (2) ROWS @ 4"oc 0.148" x 3Ì" 0.220"ø x 5" SDWS 15"oc 10"oc 8"oc BOTTOM PLATE ATTACHMENT Ò"ø 48"oc 46"oc 35"oc 27"oc Ô"ø 48"oc 48"oc 46"oc 36"oc CAPACITY LRFD 460 685 890 1145 1 2 3 7 4 4 SCREWS 4 7 (PLF)A35 CLIPS 25"oc 16"oc 12"oc 10"oc 6 6 MINIMUM LSL OR LVL RIM BOARD THICKNESS (BASED ON SHEAR WALL BELOW RIM BOARD) INSTALL ADDITIONAL ANCHOR BOLTS EACH SIDE OF PLATE BREAKS AND PENETRATIONS.9 ANCHOR BOLTING TO CONCRETE 8 9 Î" MIN. SPACING BETWEEN ROWS VARIES PER RIM BOARD WIDTH PER DETAILS BOTTOM PLATE RIM BOARD NAIL PER BOTTOM PLATENAILS PER SCHEDULE ADDL. ROW OF (WHERE OCCURS) INSPECT DIAPHRAGM NAILING PRIOR TO PLACING SILL DIAPHRAGM NAIL SPACING PER BOTTOM PLATE NAIL SPACING PER DETAILS PLAN PLAN NOTES PER SCHEDULE SCALE: 3"=1'-0" SECTION 2 SCALE: 3"=1'-0" = BOTTOM PLATE NAILING = DIAPHRAGM NAILING PLATE INTO WALL SCHEDULE OR HORIZONTAL ORIENTATION) 9 3 3 3 9 SCHEDULE (PER SCHEDULE AT FOUNDATION SILL PLATES) SCHEDULE (1Ï" MIN. EDGE DIST. OF SCREWS AT 3Ð" RIM BOARD) OF NAILS (Ò" MIN. BETWEEN ROWS OF SCREWS) - STAGGER ROWS 8"oc (BLKG. NOT ALLOWED, 5/S604 5/S604 5/S604 12/S604 HOLDOWN SCHEDULE NOTES: HOLDOWN TYPES REFER TO SIMPSON STRONG-TIE CATALOG CALLOUTS.1 2 EDGE NAILING. STAGGER NAILS SO THAT EACH STUD IS NAILED. NAIL SHEATHING TO STUDS RECEIVING HOLDOWN W/ SCHEDULED PANEL 1 2 HDA HDB HDC HDD HDU2-SDS2.5 HDU5-SDS2.5 HDU14-SDS2.5 (2)HDU14-SDS2.5 4 6 6 - 2.2 KIPS 4.1 KIPS 10.4 KIPS MARK HOLDOWN STUDS, U.O.N. MIN. NUMBER LOAD DETAIL REF.(ASD) 2 3 4 4 2x6 2x10 10.4 KIPS EA. HD STUDS PER HOLDOWN SCHEDULE 2"3"3"2"SECTION WALL TOP OF CONC. HOLDOWN PER 6/S604 SCREWS OR NAILS AS REQD. BY MFR. DOUBLE HEAVY HEX NUT UP TO Ð" OF FLAT SHIM MAY BE REPLACED HERE TO AID INSTALLATION WINDOW SILL PER 30/S601 SLAB BOTH SIDE WHERE OCCURS ADDL. (2)#5 x BOT. OF FTG. REINF. PER FOUNDATION 4" TO BOT. OF THREADED ROD REINF. PER EA. SIDE OF HOLDOWN ADDL. (2)#5 x 6'-0" EA. FACE CENTERED ON HOLDOWN ANCHOR ø PER SIMPSON THREADED ROD CATALOG (EXTEND TO BOT. OF SPREAD FTG. WHERE OCCURS) SPREAD FTG. PER PLAN WHERE OCCURS WHERE OCCURS DETAILS FOUNDATION DETAILS (EXTEND TO BOT. OF SPREAD FTG. WHERE OCCURS) SPREAD FTG. PER PLAN WHERE OCCURS SECTION SINGLE SIDED SHEAR WALLS AT INTERSECTION AT CORNER 4x STUD FACE-NAILING PER 30/S604 PANEL NAILING PER 30/S604 PANEL NAILING PER 30/S604 (2)2x END STUD AT CORNER (MULTI-STUD PANEL NAILING PER 30/S604 POST PER PLAN OR STUDS PER CONTINUOUS HOLDOWN MFR. WHERE OCCURS) FOR CALL-OUTS IN COMMON SEE DETAIL SPACE STUDS AS REQUIRED TO INSTALL MINIMUM NUMBER OF STUDS IN MULTI STUD POST PER SCHEDULE OF 6/S604 HOLDOWN (16" MAX.) REINF. PER 5/S604 5/S604 O U O U N R G D T H E E L E R I N NC L P 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com PROJECT NUMBER: DRAWN BY: PROJECT MANAGER: COPYRIGHT 2019 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED C THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS:10/18/2021 12:50:28 PMS604 SHEARWALL SCHEDULE AND DETAILS S180040-02 KLM, AI BWB, KCLFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20215 6 9 13 14 15 19 25 27 3027 6502 49025PRO FE S SIONAL E N G INEERSTATEO F WASH I NGTONSTRU C T URAL E N G I NEERENJAM W.B A RLOI N WB10/18/21 10 12 30 6500 6Holdown Schedule 6815 5Holdowns at Stem Walls 3811 1 7 NO.DESCRIPTION DATE 2 8 119 6801 12 3813 MAXIMUM SIDE REACHOVER AN OBSTRUCTIONCLEAR FLOOR SPACEFORWARD APPROACHMOUNTING HEIGHTS FORSWITCHES & OUTLETMAXIMUM FRONT REACHOVER AN OBSTRUCTIONCLEAR FLOOR SPACEPARALLEL APPROACHNOTE:NOTE:NOTE:NOTE:-ACCESSIBLE SWITCHES AND OUTLETS IN UNITS MUST PROVIDE CLEARFLOOR SPACE FOR FORWARD APPROACH (SIDE APPROACHPERMITTED ONLYONLYONLYONLYAT OBSTRUCTIONS)-MOUNTING HEIGHT FOR OUTLETS IS 15" MIN TO THE CENTERLINE OF THE LOWEST TO 48" MAX. TO THE CENTERLINE OF THE HIGHEST OUTLETHIGH AND LOW SIDEREACH LIMITS25-1/2" MAX. OUTLETS AND SWITCHES @ TYPE "B" KITCHENS & BATHS36" MAX. TYPE "B" KITCHENSAND BATHSTOPOUTLET34" MAX46" MAX24" MAX30"27" MIN44" MAX20" - 25"10"30"15" MIN48" MAXMIN15"48" MAX48"30"48"30"30" MIN.T.O.SPOUT48" MIN.ELECTRIC DRINKING FOUNTAINELECTRICDRINKINGFOUNTAIN(E.D.F.)NOTE:NOTE:NOTE:NOTE:WHERE ONLY IF FOUNTAIN IS PROVIDEDA "HI-LO" MODEL IS REQUIRED.ACCESSIBLE DRINKING FOUNTAINS & WATER COOLERSACCESSIBLE DRINKING FOUNTAINS & WATER COOLERSACCESSIBLE DRINKING FOUNTAINS & WATER COOLERSACCESSIBLE DRINKING FOUNTAINS & WATER COOLERS17"-19"36" MAX15"24" MAXMAX5"DEPTH >24"36" MIN. IF34"34"27"6"9"17"-19"8"MINMINMAXCLEAR PASSAGE WIDTHPROTRUDING OBJECTSHIGHER THAN 27"PROTRUDING OBJECTSLOWER THAN 27"THAN 27"HIGHERBELOW27" ORMAX4"80" MIN@ POINT32"CONTINUOUS36" MIN24" MAXWIDTHANY5% MAX5% MAX5% MAX5% MAXSLOPESLOPESLOPESLOPECROSS SLOPECROSS SLOPECROSS SLOPECROSS SLOPE2% MAX2% MAX2% MAX2% MAXSEE FOR UNDERCOUNTER CLEARANCES60" RADIUST-SHAPED TURNING SPACEMIN12"36" MINMIN12"60" MIN36" MIN60" MIN60" MIN/----NOTE:TOP OF HANDRAILMUST BE 34"-38"ABOVE STAIR NOSINGEXTENSION AT TOP OF RUNELEVATION OF CENTER HANDRAILELEVATION DETAIL FOR HANDRAIL EXTENSIONELEVATION AT BOTTOM OF RUNNOTE:NOTE:NOTE:NOTE:HANDRAILS MUST BE CONTINUOUS ON BOTH SIDESOF A STAIR. HANDRAILS MUST EXTEND BEYOND ENDOF STAIRS AS SHOWN AND RETURN TO WALL.1 TREAD MIN1 TREADTYP34" - 38"12"34" - 38"1 TREAD12"36" MIN.44" MIN.44" MIN.24" MIN.RETURNED CURBFLAREDSIDE136" MIN.M A X. SLO PE1:12 RAM P"B" CURB RAMP"A" CURB RAMPFLARED SIDES101:12 RAMPMAX. SLOPEPLANTING OR OTHER NON-WALKINGSURFACEPLANTING OROTHER NON-WALKINGSURFACEPLANTING OR OTHER NON-WALKING SURFACESIDEWALKBACK OF CURBFACE OF CURBGUTTER6" RADIUSTRUNCATED DOMES PERICC/ANSI A117.1-2009,A117.1-2003 SECTION 7051/2" EXPANSIONJOINT W/ CEDAR WD.1/2"EXPANSIONJOINT W/CEDAR WD.1/2" EXPANSION JOINT W/CEDAR WD.1 : 48 MAX. SLOPEALONG ACCESSIBLEROUTE -TYP.MATCH FINISH @FLARE EDGE TOADJACENT CURB6-8"1:10 MAX. SIDESLOPE TYP.EXTEND DOMED SURFACEFULL WIDTH OF RAMPTRUNCATED DOMES PERICC/ANSI A117.1-2009,2003SECTION 705EXTEND DOMED SURFACEFULL WIDTH OF RAMPCONCRETE SIDEWALKCLEAR WIDTH OFLANDING AS WIDE ASRAMP WIDTH, MIN.1:20 MAX1:20 MAX24" SPA.NOTE:NOTE:NOTE:NOTE:-LOCATE SIGNAGE ADJACENT TO LATCH SIDE OF DOOR IF POSSIBLE-LOCATE SIGNAGE TO RIGHT SIDE OF DOOR ON DOORS WITH TWO ACTIVE LEAVES-IF NO SPACE ON PREFERRED SIDE, LOCATE SIGN ON NEAREST ADJACENT WALL TO THAT SIDE. LOCATE SIGN SO THAT PERSON MAY APPROACH WITHIN 3" WITHOUT INTERFERENCE FROM PROTRUDING OBJECTS OR DOOR SWINGSMEN'SRESTROOM8"48" MIN60" MAXSIGNBOTTOM OF HIGHESTRAISED CHARACTERSBOTTOM OF LOWESTRAISED CHARACTERSVERTICAL GUARDRAILRAILING WITH EXTENDED PLATFORMRAMPLANDINGCURBNOTE: NOTE: NOTE: NOTE: - SEE RISE, LANDING & CURB REQUIREMENTS PERICCA117.1-2009 SECTION 405- PROVIDE EDGE PROTECTION SUCH THAT A 4" SPHERE CAN NOT PASS THROUGH- CONTINUOUS MAX. RISE TO NOT EXCEED 30"-EXTERIOR ROUTES OF TRAVEL TO BE 44" MIN WIDTH. LANDING WALL12" MIN12" MINTYP26" MAXBTW CURBS3'-0" CLR4" MIN4" MAXMIN2' - 11 127/128"34" - 38"12" MIN12" MINMIN2' - 11 127/128"12" MIN34" - 38"12" MINMIN2' - 11 255/256"MIN12"12" MIN12" MINMANEUVERING CLEARANCES AT DOORS -INSWINGING DOORSMANEUVERING CLEARANCES AT DOORS -OUTSWINGING DOORSMANEUVERING CLEARANCES AT DOORS -SLIDING AND FOLDING DOORS4'-0" MIN.60"60"12" MINCLEARANCES FOR SWING DOORS IN SERIESNOTE:NOTE:NOTE:NOTE:1. FOR DOORS IN ALCOVES SEE ICC A117.1-20092. ALL DOOR LANDINGS: 2% MAX SLOPE ON ALL DIRECTIONSINCLUDING CROSS SLOPE3. SINGLE LEAF MUST PROVIDE 32" CLEAR OPENINGIF BOTH LATCH &CLOSER PROVIDEDPULL SIDEFRONT APPROACHPULL SIDEHINGE APPROACH APULL SIDELATCH APPROACHPUSH SIDELATCH APPROACHPUSH SIDEFRONT APPROACHPUSH SIDEHINGE APPROACHPULL SIDEHINGE APPROACH B2'-0" PREFERRED4'-0" MIN. IFBOTH LATCH& CLOSERPROVIDEDIF BOTH LATCH &CLOSER PROVIDED4'-0" IFCLOSERPROVIDED4'-6" MIN. IFCLOSER PROVIDEDPOCKET ORHINGE APPROACHSTOP OR LATCHAPPROACHFRONT APPROACHCLEAROPENING32" MIN. SINGLE LEAF@ DOUBLE DOORSTYP32" CLR42" MIN42" MINMIN22"MIN24"42" MIN32" MIN60" MIN48" MIN12" MIN3'-6" MINMIN22"MIN24"3'-6" MIN66" MIN1'-6" MIN42" MIN54" MIN36" MIN66" MINMIN24"4'-0" MIN24"SPA.LOCATE ACCESS AISLE STRIPING ON VAN PASSENGER SIDE IN ANGLED PARKING2% MAX.SLOPE16'-0" MIN. CAR SPACESACCESSIBLE ROUTEVAN ACCESSIBLE SPACEAT END ROWPROVIDE 98" GARAGE HEIGHT FOR VAN PARKINGFOR VANS8'-0" MIN8'-0" MIN21'-0" MINVAN SPACES19'-0" MIN3'-0" MIN8'-0" MIN5'-0" MIN8'-0" MINNOTE:NOTE:NOTE:NOTE:FOR THE REQUIRED STALL LENGTHS VERIFY WITH CODE IN GOVERNANCEPARKING SIGNAGE PER AND MARKING PER ./20A010a/16A010a"A" ACCESSIBILITY SYMBOLCOLOR WHITECOLOR BLUE5' - 8"5' - 8"NOTE:NOTE:NOTE:NOTE:SYMBOL SHALL BE PAINTED WHITE ON BLUE BACKGROUND W/WHITE BORDER PER SECTION 02763 IN ALL HANDICAPPED SPACES. PROVIDE REQUIRED GRAPHICS SPACING AND DIMENSIONSSYMBOL OF ACCESSIBILITYSTATE DISABLEDPARKING PERMITREQUIRED60" MIN.VAN ACCESSIBLEA.F.F.WHITE SYMBOL ONBLUE BKGND.BLUE TEXT ONWHITE BKGND.STEEL PIPE EMBEDDED 30"INTO CONC. 12" IN DIA.2" GALV. STEEL PIPEONLY @ STALL(S)DESIGNATED PERSITE PLANNOTE:NOTE:NOTE:NOTE: LOCATE AT EACH BARRIER-FREE PARKING STALL PER SITE PLAN AND/OR WALL MOUNTED PER FLOOR PLAN IN STRUCTURED PARKING.-12"-18"1/4" MAX1/4" - 1/2" MAX12CHANGES IN LEVELDOOR THRESHOLD DETAIL(3/4" MAX. @ EXTERIORSLIDING DOORS @ SECONDARY ENTRIES IN TYPE "A" & "B" UNITS)W/1:2 BEVEL1/2" MAXCARPET PILE THICKNESS1/2" MAXNOTE:NOTE:NOTE:NOTE:OPERABLE PARTSLIGHTING CONTROLS, ELECTRICAL SWITCHES AND RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, ELECTRICAL PANELBOARDS, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH SECTIONS 309.2 AND 309.3NOTE: ITEMS SHOWN ON THESE SHEETS ARE NOT INTENDED TO BE ALL INCLUSIVE. ILLUSTRATIONS SHOWN HERE ARE INTENDED ONLY FOR GENERAL ASSISTANCE. SPECIFIC ITEMS, REQUIREMENTS, & CLEARANCES WILLNEED TO BE VERIFIED INDIVIDUALLY W/ BOTH CODES.GOVERNING CODESGENERAL REQUIREMENTSCLEAR FLOOR SPACEREACH RANGESMANEUVERING CLEARANCESSITE & BUILDING ELEMENTSCOMMON USE PLUMBING & FACILITIESCOMMUNICATION & SIGNAGECOMMON USE KITCHENSSHEETA010aA010aA010aA010aA010aNOT SHOWNNOT SHOWNICC A117.1-2009FHA SAFE HARBOR FOR COMMON USE SBC OR IBC INCLUDING APPENDIX E48" MIN.30" MIN.NOTE H.C. W.C.'S:FLUSH CONTROLS SHALL ALWAYSBE OPPOSITE TO NEAREST WALLPROVIDE BACKING &GRAB BARS PERCODEIF SEAT PROTECTORDISPENSERPROVIDEDOPTIONAL SEATPROTECTORDISPENSER59" MIN. IN TOILETCOMPARTMENTS WITHFLOOR MOUNTED W.C.12" MIN24" MIN19" MAX.TO TOPOF SEAT.33" - 36"CLR16"-18"CLR16" MIN18" MAX30" CLR MIN56" MIN60" MIN42"24"DISPENSERLOCATIONIF SEAT PROTECTORDISPENSERPROVIDEDOPENING15" TO 48" TO C.L.OF DISPENSER1 1/2"30" CLR MIN18" MIN7"-9"..18" MIN33" - 36"39" - 41"39" - 41"54" MIN42" MIN12" MAXPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:22 PMA010aACCESSIBILITYSTANDARDS GENERALAND COMMON AREAS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/2021ACCESSIBILITY HEIGHTSACCESSIBLE ROUTES PROTRUDING OBJECTSACCESSIBLE ROUTES SLOPESTURNING SPACE CLEARANCESHANDRAIL FOR STAIRSCURB RAMPSSIGNAGE MOUNTING LOCATION & HEIGHTHANDRAIL FOR RAMPSMANEUVERING CLEARANCES - COMMON AREASDIMENSIONS FOR PARKING SPACESPARKING SPACE MARKINGBARRIER-FREE PARKING SIGNAGEFLOORINGGRAB BARS & CLEARANCES @ COMMON AREA WATER CLOSETSNO. DESCRIPTION DATE10/20/2021 FAMILY FIRST COMMUNITY CENTEREXISTING SCHOOLSHAREDEXISTING PARKINGEXISTING PROPERTY LINEEXISTINGBALL FIELD116TH AVEROW DEDICATION PROP LINECOMMUNITY CENTER ACCESS DRIVECOMMUNITY GARDENPARKINGPARKINGPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:25 PMA100.aOVERALL SITE PLAN16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/2021164064321/32"=1'-0"81/32" = 1'-0"1SITE PLAN - SCHOOLNO. DESCRIPTION DATE10/20/2021 466.97 GPPP #317005T T VAN C C C C C C C C C C CC C C C C C C C C C CCCCCCCCCCC1 2 A B E F 11 FAMILY FIRST COMMUNITY CENTER N E W EXISTING SCHOOL DROP OFF ZONE ENTRYEXIT EXISTING PARKING 21 STALLS PROPOSED PROPERTY LINE PROPOSED PROPERTY LINE EXISTING PROPERTY LINEPROPOSED PROPERTY LINE EXISTING PROPERTY LINE PROPOSED PROPERTY LINEN89°10'39"W 495.86'N00°49'21"E 236.60'N89°10'39"W 24.43'N00°49'21"E 117.79'116TH AVEEXISTING BALL FIELD D R IV EW A Y 2 2 6 ' - 0 " BUS LANE TRANSFORMER PAD ROW DEDICATION 5' - 6" PROPOSED FRONTYARD SETBACK 25' - 0"PARKING OVERHANGR= 50.00' = 37°45'38" L = 32.95' ∆ COMMUNITY GARDEN 6' - 0"6' - 0 15/16" EXIT EXIT 155'-2" A601 15 TYP.9'-0"TYP.8'-6"R 45' - 0"R 50' - 0"TYP. 9'-0" TYP. 5'-0"8'-0" TYP. 9'-0"9'-0"TYP. 9'-0"TYP.9'-0"6'-6"20'-0"40'-0"TYP.8'-6"14'-0" MIN. 40'-0"81'-2" LARGE VEHICLE PARKING 2'-0"R= 50.50' = 90°00'00" L = 79.33' ∆ N89°10'39"W 1.34'89.37'N89°10'39"W 810.11' 26'-6"33'-0"12'-6" 20'-0 1/2"13'-1" 54'-0 1/2"6'-0"6'-0"6'-0"12'-0"36'-6 1/2"16'-0"62'-0"4'-6 1/2"SETBACK, TYP.10'-0" SIDEYARD REARYARD SETBACK 25'-0"SIDEYARD SETBACK10'-0"SETBACK5'-0" SIDEYARDSIDEYARD SETBACK 10'-0" LIGHT POLE (REF. ELECTRICAL DRAWINGS) SITE LIGHT (REF. ELECTRICAL DRAWINGS) 7'-0"MIN.5'-0"461' - 6" 459' - 9 1/4" 458' - 9" 459' - 10" 460' - 6" 1. REFER TO CIVIL & LANDSCAPE DRAWINGS FOR SITE DESIGN INFORMATION &DESIGN DETAILS. 2. REFER TO ELECTRICAL DRAWINGS FOR SITE LIGHT FIXTURE SPECIFICATIONS. 3. EXTERIOR LIGHT ENERGY CALCULATION BY ELECTRICAL CONSULTANT. 4. REFERENCE LANDSCAPE DRAWINGS FOR LANDSCAPE & HARDSCAPE AND COMMUNITY GARDEN INFO. 5. SEE LANDSCAPE DRAWINGS FOR BIKE LOCKERS, BENCHES, AND ALL SITE FURNISHINGS. 6. PAINT ALL WHEEL STOPS "SAFETY YELLOW". 7. THE DEVELOPER/CONTRACTOR SHALL CONTACT THE OWNER OF THE HIGH PRESSURE NATURAL GAS TRANSMISSION PIPELINES OPERATED BY WILLIAMS-NORTHWEST PIPELINE BEFORE ANY GROUND DISTURBANCE WITHIN 500 FEET OF GAS PIPELINE. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 8/30/2021 11:15:14 AMA100.b SITE PLAN 16-0996 CL CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211" = 20'-0"1 SITE PLAN 105 0 4020 1"=20'-0" SITE PLAN NOTES NO. DESCRIPTION DATE 2 PERMIT REVIEW COMMENT REVISION 2 4/20/202010/20/2021 DN DN VAN 3 A301 2 A301 2 A301 1 A301 1 A3011 1 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 F F98' - 0"31' - 8"8.2 8.2 11 11 10 10 ELEC RM 115 LNDRY 125 TEEN ROOM 123 YOUTH ROOM 122 WOMEN'S RR 126 SPONSOR 128 LUNCH ROOM 124 MAKER SPACE 1 & 2 106 DEMONSTRATION KITCHEN 104 FITNESS ROOM 108 DANCE/CLASS 107 GYMNASIUM 110 WAITING ROOM HP101 MEDICAL POD HP109 CHECK-IN HP102 WORK ROOM HP103 A201 1 A201 2 A2014 EXAM RM 1 HP119 EXAM RM 2 HP120 MED HP112 LAB/STERILE HP114 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108 A102 1129' - 8"STAFF CARRELS 130 CHECK-IN 131 SPONS ADMIN 129 MEN'S RR 127 ADMIN 121 RR 120 BABY-TODDLER ROOM 119 VESTIBULE 101 SRVR RM HP113 PANO HP110 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 RR HP115 4 A301 MTG ROOM 103 STOR 105 GROUP ED HP118 CORR HP117 JAN 116 JAN 118 FAMILY RR 117 WOMEN'S LOCKERS WOMEN'S RESTROOM 114 ADMIN CORR 132 LOBBY 102 GALLERY 133 EXIT 134 MEN'S LOCKERS COMMUNITY GARDEN STAFF RR HP111 DENTAL EQUIP HP107 PHLEB HP116 STOR 111 FIRE & WATER 112 19' - 0"64' - 10"52' - 2"35' - 0"71' - 11" 7' - 10"11' - 2"19' - 0"19' - 0"3' - 0" 8' - 4"10' - 8"19' - 0"19' - 0"19' - 0"7' - 10"11' - 2"19' - 0"19' - 0"3' - 0"16' - 0"19' - 0"71' - 11"16' - 5 1/2"26' - 6 1/2"12' - 0"34' - 4"40' - 4"HP104 HP103 HP118b HP120 HP119 HP114a HP106 HP101b 128129 118 131 HP113 102a HP105 106a HP115 HP114b HP111 HP121 HP122 HP123 HP101a 107 123 134 HP124 103a 127 104b 106b 117 114 119 122 120 111 112a HP107 HP112 HP109 115a 103b HP117 1 A351 1 A352 2 A352 2 A351 4 A351 3 A351 STOR 109 CORR 108a 109a 132 113 EW1 EW1 EW1 EW1 EW1 EW4 EW4 EW1 EW1 EW1 7'-3"5'-5"8'-6 1/2"3'-8"14'-6"14'-3 1/2" 5'-4"14'-8"15'-0" 9'-5 1/2"16'-4"9'-10 1/4"6'-4 3/8"31'-1"7'-8 1/4"7'-8 7/8"PW9 PW9 PW3 PW1 PW1 PW1 PW3 PW2 PW1 PW3 PW1 PW1 PW3 PW3 PW1 PW1 PW3 PW3 PW1 116 PW3 5'-6" PW1 PW3 PW1 PW3 PW1 PW3 PW3 461' - 6" 459' - 10" 101 110b 5.5 5.5 8 8 9 9 E.316'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"EW3 EW3 EW2 EW2 EW3 EW3 EW1 PW1 ROOF OVERHANG ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE 5% slope 5% slope 102b D.S. D.S. D.S. D.S.D.S.D.S. 124a 125126 HP118a PW3 PW9 1' - 5"GYM DIVIDER ABOVE 460' - 6" E6 E6 E5 E4 E4 E4 E2 E2 E7 E2 E2E2 E2 E2 E2 E2 E2 E2 E3E3 E9 E5 E1 E10 E10 E10 E10 461' - 6" 459' - 10" 459' - 10" MEN'S RESTROOM 113 456' - 6" 3 A352 A103 3 PW5 4 A352 5 A352 PW5 A103 1 PW9 PW1 PW4 A103 2 EW4 20'-8 3/4"9'-3 3/4"17'-3 1/4"2'-6 1/2"ALIGN 5'-6 1/2"7'-6 1/4"6'-6"2'-3 3/4" PW3 106c 4'-3"EQ EQ EQ'EQ EQ 10'-0"23'-0"EQEQ15'-2 1/2"10'-1" 9'-0"9'-0"5'-4" 10'-5 1/2"4'-5 1/2"4'-4"9'-2"18'-6"17'-0"17'-1"10'-11 1/2"5'-8"EQ EQ 5'-8"4'-8"8'-0"4'-8" I2 I3 105 4' - 4"9' - 2"E2 E2 108b A102 2 112b 110c 2 A603 7"4'-11"9'-2"4'-0"8'-2 1/2" 8'-2 1/2"2'-9 1/2" 2'-0"8'-7" 3'-11"EQ EQ EQ EQ EQ 110a3'-0"3'-0"4'-8"CLR.1'-8"EQEQEQE8 E8 5 A601 1'-11 1/2" 115b I1 I1 I1 I1 FC1 I1 I1 EQ EQEQEQEQ2'-3" DW PW7 FC1 PW3 PW7 PW3 CONSELING 1 HP 105 109b 130 FC1 124b FC1 POST MOUNT ADA DOOR OPENER & DOORBELL INTERCOM COORDINATE EXTENT OF WALK-OFF MAT BASED ON MATERIAL MODUL WITH INTERIOR CONSULTANT 104a TYP 459' - 10" 459' - 10" 20 A601 20 A601 TO WALLS 10'-0" NO CEILING TO WALLS 10'-0" NO CEILING 10'-7 1/2"3'-6"_ MESH SECURITY GATE AND DOOR FC1 109C FC1FC1FC1 1. REFER TO WALL TYPES LEGEND ON SHEET A501 FOR WALL TYPES, ORIENTATION AND CONFIGURATION 2. REFER TO ACCESSIBILITY NOTES AND DIAGRAMS ON SHEETS A010a FOR REQUIRED CLEARANCES, HEIGHTS, REACH RANGES, ETC 3. FLOOR ELEVATIONS SHOWN INDICATE FINISH FLOOR ELEVATIONS. 4. DOORS AT FRAMED WALLS TO BE LOCATED 4" FROM ADJACENT WALL FACE-OF-STUD, UNO 5. PROVIDE FIRE ALARM AND DETECTION SYSTEMS AS REQUIRED BY THE FIRE MARSHAL. 6. FOR DOOR AND WINDOW NOTES/SCHEDULES REFER TO SHEET A502 AND A503 7. PROVIDE WATER RESISTANT TYPE 'X' GWB IN ALL WET AREAS, AND BLOCKING BEHIND ALL FIXTURES 8. EXTEND WALL FINISHES TO THE NEAREST ADJACENT WALL SURFACE TO MAINTAIN A SMOOTH SURFACE ALONG THE ENTIRE LENGTH OF ALL WALLS 9. SEE PLUMBING FOR ALL FLOOR DRAINS, ETC 10. REFER TO MECHANICAL FOR ALL SHAFT SIZES, ACCESS PANELS AND ADDITIONAL REQUIREMENTS 11. REFER TO BUILDING ENVELOPE DRAWINGS AND SPECS FOR ADDITIONAL NOTES AND DETAILS OF THE BUILDING ENVELOPE 12. REFER TO A105 FOR CLEAR STORY WINDOWS. 13. GC TO PROVIDE SPORT COURT MARKING AT GYM FLOOR PER OFFICIAL COURT MARKING STANDARDS, INCLUDING BUT NOT LIMITED TO PREPARE THE WOOD FLOORING BASED ON FLOORING MANUFACTURER RECOMMENDATIONS; VERIFY PAINT SPECIFICATION; AND SEAL THE FLOOR AS RECOMMENDED BY THE WOOD FLOORING MANUFACTURER. 14. FIELD VERIFY RAISED CHARACTER EXIT SIGNS PER IBC 1013.4 AT REQUIRED EXIT DISCHARGE. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/19/2021 10:03:05 AMA101 FLOOR PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/202121 0 84 16 1/8"=1'-0" 1/8" = 1'-0"1 FLOOR PLAN FLOOR PLAN NOTES C.J. TYP NO. DESCRIPTION DATE 2 PERMIT REVIEW COMMENT REVISION 2 4/20/2020 1A3016677DDEEE.2E.2FF8.28.2CHECK-INHP102WAITINGROOMHP101WORKROOMHP103CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113MEDHP112PANOHP110MEDICALPODHP109EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP1244A301GROUP EDHP118DENTALEQUIPHP107STAFF RRHP111RRHP115PHLEBHP11674'-8"1'-1 1/4"2'-0 1/2"9'-4 3/4"8'-0 5/8"1'-3"5'-6"7'-6 1/4"6'-5 1/2"3'-2 1/8"9'-4 3/4"9'-7"9'-10 3/4"1'-5 3/4"9'-10"9'-10"1'-0"86°5.55.588E.3E.3PW3PW2PW3PW3PW3PW6PW6PW2PW2PW3PW2PW3PW2PW3PW3PW3PW2PW2PW2PW3PW2PW3PW36'-6 1/2"8'-2"1'-3 1/2"PW37'-10"5'-0"1'-6"4'-6"5'-0"5'-0"4'-6"9'-4"9'-3"3'-5 1/4"PW613' - 3 1/2"PW25' - 4 3/8"CONSELING1HP 1054'-1 3/8"3'-4 3/8"7'-0 1/8"2'-9 1/4"7' - 8"1'-4"2' - 10 1/2"2'-1"23EDEMONSTRATIONKITCHEN10452"LINE OF CEILING ABOVESTOR105CLR5'-2 1/2"40" CLEAR MIN.1051'-11 1/2"9'-7"A6061115A60315BA603PW81/4" = 1'-0"1HEALTHPOINT FLOOR PLAN21084161/4"=1'-0"PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:35 PMA102ENLARGED FLOOR PLAN16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211/2" = 1'-0"2DEMONSTRATION KITCHENSEE SHEETS HP 100 TO HP 301 FOR ADDITIONAL INFORMATIONNOTE: GC TO PROVIDE ROUGH IN ONLY FOR DENTAL EQUIPMENT. EQUIPMENT WILL BE FOIO.NO. DESCRIPTION DATE10/20/2021 C8.2BABY-TODDLERROOM119FAMILY RR117RR120JAN116JAN11860"60"56"48"30"ø 60"62"WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN, SEE SHEET A010a FOR STANDARD459' - 10"460' - 6"PW13' - 2 1/2"1' - 9 1/2"TOP OF WALL, 48" AFFBC10WOMEN'SLOCKERS114.1MEN'SLOCKERS113.1WOMEN'SRESTROOM114MIN.12"MIN.24"16" - 18"ø 60"54" MIN.36"78 3/8"66 5/8"47 3/4"ø 60"54" MIN.MIN12"MIN24"60" MIN.ALIGNALIGN12" MIN.12" MIN.MIN.66" CLR.MEN'SRESTROOM113BABY CHANGING STATIONBABY CHANGING STATION3'-0"5A601CLR.3'-5"ø 60"ø 60"ACCESSIBLELOCKERACCESSIBLELOCKERWALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGNWALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN4C48"30"56"60"56"60"30"48"ø 60"ø 60"MEN'S RR127WOMEN'SRR126LNDRY125WDø 60"WALL MOUNT RAISED CHARACTER & BRAILLE ACCESSIBLE RESTROOM SIGN. SEE SHEET A010a FOR STANDARD1.504281/2"=1'-0"RESTROOM & JAN CLOSETS @ CHILDREN CARERESTROOM & LOCKERRESTROOM @ LOBBYPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:56:37 PMA103ENLARGED FLOOR PLAN16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211. SEE SHEET A010a FOR GRAB BAR LOCATIONS, CLEARANCES, AND OTHER ACCESSIBILITY REQUIREMENTS.NOTES:NO. DESCRIPTION DATE1 PERMIT REVIEWCOMMENTREVISION3/6/202010/20/2021 1. SEE STRUCTURAL DRAWINGS FOR ROOF FRAMING PLANS. 2. SEE MECHANICAL/PLUMBING DRAWINGS FOR PIPE PENETRATIONS. 3. PRIOR TO INSTALLATION OF ROOFING MEMBRANE, GENERAL CONTRACTOR SHALL COORDINATE WITH RELATED TRADES FOR INSTALLATION OF ROOF PENETRATIONS. 4. GENERAL CONTRACTOR SHALL COORDINATE WITH THE BUILDING PLUMBING AND SITE UTILITY CONTRACTORS TO ENSURE CONNECTIONS BETWEEN RAIN WATER LEADERS, STORM AND BUILDING SANITARY ARE COMPLETED. 5. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE ON ROOF TO ALL ROOF DRAINS. 6. SEE A501 FOR TYPE ROOF ASSEMBLIES. 7. CRICKETS SHALL MAINTAIN POSITIVE SLOPE TO DRAIN. 8. CONTRACTOR SHALL VERIFY ALL ROOF DRAIN SLOPES AND ROOF DRAIN ELEVATIONS. 9. CONTRACTOR SHALL PROVIDE THREE LAYERS 5/8" WR GWB BETWEEN CURBS UNDER HVAC UNITS PER MECHANICAL DETAIL 1/M301. COORDINATE WITH MECHANICAL CONTRACTOR.. 10. REFER TO DETAILS ON MECHANICAL SHEET M301 AND BUILDING ENVELOPE SHEET BE500 FOR MECHANICAL UNIT SUPPORT/ CURB INFORMATION RELATIVE TO ROOF TOP UNITS INSTALLATION ON THE MECHANICAL WELL ROOF; GENERAL CONTRACTOR/ MECHANICAL CONTRACTOR TO ALSO FOLLOW SUPPORT SYSTEM INSTALLATION INSTRUCTIONS PER MANUFACTURER AS WELL AS RECOMMENDATIONS ON ROOFING PENETRATIONS AND CURBS PER ROOFING MANUFACTURER. 3 A301 2 A301 1 A301 1 1 1.4 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 E.2 F F 8.2 8.2 11 11 10 10 A201 2 A2014 A201 1 4 A301 ALUMINUM SUNSHADE METAL COPING, TYP MECHANICAL WELL PARAPET BELOW, TYP GUTTER ALUMINUM SUNSHADE GUTTER GUTTER 1/2" / 1' - 0" 1/2" / 1' - 0" 7/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5.5 5.5 8 8 9 9 E.3 E.3 1/4" / 1' - 0" BID ALTERNATE/FUTURE GREEN ROOF D.S.D.S.D.S.D.S. D.S.D.S.D.S.D.S. D.S. D.S. 5/8" / 1' - 0"3/4" / 1' - 0"3/4" / 1' - 0"1" / 1' - 0"1/4" / 1' - 0"3/8" / 1' - 0"1 1/2" / 1' - 0" 1/2" / 1' - 0" D.S. D.S. D.S. FA FAFAFAFAFAFA 1/4" / 1' - 0"1/4" / 1' - 0"98' - 0"31' - 8"19' - 0"64' - 10"52' - 2"35' - 0"71' - 11" 8' - 4"10' - 8"19' - 0"19' - 0"19' - 0"7' - 10"11' - 2"19' - 0"19' - 0"3' - 0"16' - 0"19' - 0"71' - 11"16' - 5 1/2"26' - 6 1/2"12' - 0"34' - 4"40' - 4"16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"242' - 11"129' - 8"242' - 11" MECHANICAL WELL 1/4" / 1' - 0"FAFAFAFAFAFA MECHANICAL WELL ACCESS DOOR MECHANICAL WELL ACCESS DOOR GUTTER FA FA FA FA FA FA FA FA FA FA FA FA FA FAFA FA 110e 110d R1 FALL ARREST ANCHOR, TYP. OF 29 3339 SF 2514 SF 4'-0 1/4"4'-1"3'-6 5/8"4'-4 5/8"3'-11"4'-1 3/4"4'-0 1/4"4'-0 7/8"PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:22:56 PMA104 ROOF PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/2021ROOF PLAN NOTES 1/8" = 1'-0"1 ROOF PLAN 21 0 84 16 1/8"=1'-0" NO. DESCRIPTION DATE 3 A301 2 A301 1 A301 1 1 1.4 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 E.2 F F 8.2 8.2 11 11 10 10 4 A301 8'-4"10'-8"19'-0"19'-0"19'-0"19'-0"19'-0"22'-0"35'-0"71'-11"16'-5 1/2"26'-11 3/4"11'-1 1/2"34'-9 1/4"8'-8"31'-8"129'-8"ACT 9' - 0" ACT 8' - 0" ACT 8' - 0" GWB 8' - 0" GWB 8' - 0" GWB 8' - 0" ACT 9' - 0" ACT 9' - 0" GWB 8' - 0" GWB 8' - 0" GWB 10' - 0" ACT 10' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" GWB 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" ACT 9' - 0" 5.5 5.5 8 8 9 9 E.3 E.3 ACT 9' - 0" GWB 9' - 0" OPEN TO STRUCTURE ABOVE OPEN TO STRUCTURE ABOVE EXPOSE TO STRUCTURE ABOVE ACT 8' - 0" GLULAM BEAMS PER STRUCTURAL, TYP. OPEN TO STRUCTURE ABOVE CHECK-IN 131 SPONSOR 128 LUNCH ROOM 124 ADMIN CORR WOMEN'S RR 126 LNDRY 125 TEEN ROOM 123 YOUTH ROOM 122 DEMONSTRATION KITCHEN 104 MAKER SPACE 1 & 2 106 WAITING ROOM HP101 EXAM RM 1 HP119 EXAM RM 2 HP120 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108 LAB/STERILE HP114 CORR HP117 SRVR RM HP113 PANO HP110 ELEC RM 115 FITNESS ROOM 108 DANCE/CLASS 107 GYMNASIUM 110 MEDICAL POD HP109 MED HP112 CHECK-IN HP102 WORK ROOM HP103 MEN'S RR 127 SPONS ADMIN 129 BABY-TODDLER ROOM 119 ADMIN 121 RR 120 STAFF CARRELS 130 MTG ROOM 103 VESTIBULE 101 RR HP115 WOMEN'S LOCKERS 114.1 WOMEN'S RESTROOM 114 STOR 105 GROUP ED HP118 JAN 116 JAN 118 FAMILY RR 117 LOBBY 102 GALLERY 133 MEN'S LOCKERS 113.1 DENTAL EQUIP HP107 STAFF RR HP111 PHLEB HP116 STOR 109 CORR OPEN TO STRUCTURE ABOVE ROOF OVERHANG SUN SHADE ROOF OVERHANG SUN SHADE ROOF OVERHANG SUN SHADE ABOVE ROOF OVERHANG ROOF OVERHANG GLULAM BEAMS PER STRUCTURAL, TYP. EXITEXIT EXITEXITEXIT EXITEXIT EXITEXITEXIT EXIT EXITEXITEXITEXIT EXIT EXITGYM DIVIDER CEILING PER INTERIOR SOFFIT W/ WOOD PANEL @ 8'-0" GWB 10' - 0" GWB 9' - 0" EXIT SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" SOFFITT W/ WOOD PANEL @ 8'-0" SOFFIT W/ WOOD PANEL @ 8'-0" GWB 10' - 0" GWB 8' - 0" 9'-1"6'-4"8'-2"11'-6"6'-4"8'-4"5'-4"8'-4"7'-2 1/2"10'-3"3'-2"6'-5"5'-7"7'-10"6'-4"10'-11"9'-1"6'-4"8'-2"11'-6"6'-4"8'-4"5'-4"4'-4"12'-0"4'-4"9'-0 1/2"10'-9 1/2"GWB 10' - 0" E14 E15 E16 E17 E18 E19 E20 E13 E11 E13 E12 E11 E12 E11 E12 E13 E20E19E18E17E16E15E14 24'-10" PLWD 24'-10" PLWD PAINT ALL BUILDING COMPONENTS ABOVE LAY-IN ACOUSTICAL CEILING COLOR P-11C (PER INTERIORS I-1.2) AT ROOMS 107 & 108., INCLUDING BUT NOT LIMITED TO STRUCTURES, WALLS AND HVAC COMPONENTS. ACT 9' - 0" GWB 8' - 6" CEILING SUSPENDED, FORWARD FOLDING BASKETBALL BACKSTOP AND HOOP, TYP OF 6 RANGE HOOD HEADER 8' 0" AFF ACT 10' - 0" ACT 10' - 0" W/ R4 ASSEMBLY ABOVE SEE A501 1. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES AND LOCATIONS AREA OF 2" ACOUSTICAL PANEL ADHERED ON INTERIOR SIDE OF ROOF SHEATHING, COVERAGE 50% MIN. /3,400 SF MIN. OF OVERHEAD AREA; PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. SUBMIT LAYOUT FOR ARCHITECT APPROVAL. AREA OF 1" ACOUSTICAL PANEL DIRECTLY APPLIED WITH EXPOSED FASTENERS ON INTERIOR SIDE OF ROOF SHEATHING, COVERAGE 80% OF OVERHEAD AREA; PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. SUBMIT LAYOUT FOR ARCHITECT APPROVAL. DASHED LINE INDICATES 2" ACOUSTICAL PANEL WALL MOUNTED ABOVE 8'-0" A.F.F. COVERAGE OF 1,500 SF OF WALL AREA PER RECOMMENDATION OF ACOUSTICAL CONSULTANT. COLOR AND PATTERN PER INTERIOR DESIGN DRAWINGS. SUBMIT LAYOUT TO ARCHITECTURE FOR APPROVAL. PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:24:24 PMA105 RCP 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/202121 0 84 16 1/8"=1'-0" 1/8" = 1'-0"1 FIRST FLOOR RCP RCP NOTES RCP LEGEND NO. DESCRIPTION DATE DN DN VAN 1 1 1.4 2 2 3 3 4 4 5 5 6 6 7 7 A A B B C C D D E E E.2 F F 8.2 8.2 11 11 10 10 5.5 5.5 8 8 9 9 E.398' - 0"31' - 8"ELEC RM 115 LNDRY 125 TEEN ROOM 123 YOUTH ROOM 122 WOMEN'S RR 126 SPONSOR 128 LUNCH ROOM 124 MAKER SPACE 1 & 2 106 DEMONSTRATION KITCHEN 104 FITNESS ROOM 108 DANCE/CLASS 107 GYMNASIUM 110 WAITING ROOM HP101 MEDICAL POD HP109 CHECK-IN HP102 WORK ROOM HP103 EXAM RM 1 HP119 EXAM RM 2 HP120 MED HP112 LAB/STERILE HP114 CLINIC MGR HP104 COUNSELING 2 HP106 DENTAL EXAM HP108129' - 8"STAFF CARRELS 130 CHECK-IN 131 SPONS ADMIN 129 MEN'S RR 127 ADMIN 121 RR 120 BABY-TODDLER ROOM 119 VESTIBULE 101 SRVR RM HP113 PANO HP110 EXAM RM 3 HP121 EXAM RM 4 HP122 EXAM RM 5 HP123 EXAM RM 6 HP124 RR HP115 MTG ROOM 103 STOR 105 GROUP ED HP118 CORR HP117 JAN 116 JAN 118 FAMILY RR 117 WOMEN'S LOCKERS WOMEN'S RESTROOM 114 ADMIN CORR LOBBY 102 GALLERY 133 EXIT MEN'S LOCKERS COMMUNITY GARDEN STAFF RR HP111 DENTAL EQUIP HP107 PHLEB HP116 STOR 111 FIRE & WATER 112 19' - 0"64' - 10"52' - 2"35' - 0"71' - 11" 7' - 10"11' - 2"19' - 0"19' - 0"3' - 0" 8' - 4"10' - 8"19' - 0"19' - 0"19' - 0"7' - 10"11' - 2"19' - 0"19' - 0"3' - 0"16' - 0"19' - 0"71' - 11"16' - 5 1/2"26' - 6 1/2"12' - 0"34' - 4"40' - 4"STOR 109 CORR5'-5"8'-6 1/2"9'-5 1/2"16'-4"9'-10 1/4"31'-1"7'-6 1/4"3'-5 1/4"7'-8 1/4"7'-8 7/8"5'-6" 461' - 6" 459' - 10"16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE SUN SHADE ABOVE ROOF OVERHANG ABOVE 5% slope 5% slope D.S. D.S. D.S. D.S.D.S.D.S.1' - 5"GYM DIVIDER ABOVE 30°461' - 6" 459' - 10" 459' - 10" E8 MEN'S RESTROOM 113 A103 3 FC1 A103 1 A103 22'-6 1/2"2'-3 3/4" 460' - 6" SCOREBOARD SCOREBOARDSCOREBOARD SCOREBOARD CONSOLE SCOREBOARD CONSOLE RECYCLE BINS, BATTERY & ELECTRONIC WASTE BINSCOPIERRECYCLE BINS POST MOUNT ADA DOOR OPENER & DOORBELL INTERCOM FURNISHINGS, FIXTURES AND EQUIPMENT TO BE FURNISHED BY OWNER AND INSTALLED BY OWNER. GC TO PROVIDE BLOCKING AS REQUIRED, TYPICAL. FF&E ITEMS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: " PROJECTORS AND PROJECTOR SCREENS " FITNESS EQUIPMENT " TV SCREEN AT FITNESS ROOM " DENTAL CHAIRS " SCOREBOARDS, CONSOLES AND ASSOCIATED EQUIPMENT AT GYM " PROTECTIVE WALL PADS AT GYM PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:27:44 PMA106 FURNITURE, FIXTURE & EQUIPMENT PLAN 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/202121 0 84 16 1/8"=1'-0" 1/8" = 1'-0" FURNITURE PLAN (FOR REFERNCE ONLY) FURNITURE & FIXTURE NOTES NO. DESCRIPTION DATE FLOOR PLAN 461' - 6" 2 A301 1 A301 11.42345678.21110 E1 E3 E7 E6 E9 E8 E1 E10 5.589 E12 E12 2 A603 E5 E2E1 E9 25' GALLERY HEIGHTMAX WALL HT 489' - 6" E11 E15 11 A602 TYP 13 A602 TYP 12 A602 TYP FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" 3 A301ABC D E E.2 F 10'-0"E1 E1 E5 E8 E13 E7 E9 E12 MECHANICAL WELL BEYOND E.3 E13E9E12 E3 E1 E2 E6 MAX WALL HT 489' - 6" 11 A606 1 A606 TYP 11 A602 FLOOR PLAN 461' - 6" 2 A301 1 A30111.4 2 3 4 5 6 7 8.2 1110 AVG GRADE PLANE 455' - 0" E1 E3 E6 E7 E1 E10 E12 E9 E8 5.5 8 9 E13 E12E9 E10 2 A603 2' - 1"E5 E1 E2 33'-3" MAX HEIGHT25' GALLERY HEIGHTMAX WALL HT 489' - 6" E11 7/8" 1'-0"E15 11 A602 TYP 13 A602TYP 1 A606TYP FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" 3 A301 ABCDEE.2F 21'-0 1/4"10'-0"1'-6"E1 E8 E13 E.3 E9E12 E10 MAX WALL HT 489' - 6" E11 11 A602 A B FLUSH 11" UP 1" DNBA B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A 21 5 7 8 10 12 13 163 4 6 9 11 14 15 ALIGN PER ELEVATIONS PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:33:07 PMA201 EXTERIOR ELEVATIONS 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/2021NUMBER DESCRIPTION E1 MEMBRANE ROOF, TYP W PRE-FINISHED METAL FASCIA E2 GREEN ROOF (BID ALTERNATE) E3 BEAM PER STRUCTURAL E4 NOT USED E5 GUTTER E6 GLULAM COLUMN E7 FIBERGLASS GLAZING SYSTEM E8 METAL SIDING W ALTERNATING 1" REVEAL PATTERN E9 CORRUGATED METAL SIDING E10 HOLLOW METAL DOOR E11 METAL PANEL PAINT TO MATCH WINDOW MULION E12 FIBERGLASS WINDOW, TYP. E13 ALUMINUM SUNSHADE E15 GLULAM TRIM ELEVATION KEYNOTES 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"4 WEST ELEVATION 21 0 84 16 1/8"=1'-0" 1/8" = 1'-0"2 SOUTH ELEVATION 21 0 84 16 1/8"=1'-0" 1/8" = 1'-0"3 EAST ELEVATION 21 0 84 16 1/8"=1'-0" 21 0 84 16 1/8"=1'-0" 1/4" = 1'-0" WALL PATTERN DIAGRAM NO. DESCRIPTION DATE FLOOR PLAN 461' - 6" 2 A301 1 A30111.4 2 3 4 5 6 7 8.2 1110 1' - 8"VESTIBULE 101 LOBBY 102 GALLERY 133 GYMNASIUM 110FOOTING PER STRUCTURAL, TYP SLAB ON GRADE WOOD GYMNASIUM FLOOR OVER DEPRESSED SLAB ON GRADE 5.5 8 9 31'-8 1/4"R2 FC1 FC1 FC1 FC2 R1 CROSS BRACE TUBE-STEEL FRAMES A601 5 17 A605 TYP A605 25 TYP TYP A603 2 SIM OPP. FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" 3 A301 B C D E E.2 F 10' - 0"4 A301 A351 1 E.3 R1 R2 R1 R3R3 FC1 YOUTH ROOM 122 ADMIN 121 GALLERY 133 WAITING ROOM HP101 CORR HP117 RR HP115 LAB/STERILE HP114 SRVR RM HP113 PANO HP110 CORR HP117 MEDICAL POD HP109 FLOOR PLAN 461' - 6" 3 A301ABC D E E.2 GYMNASIUM 110 1' - 8"4 A301 R1 FC2 29'-8 3/4"GYM DIVIDER A605 13 FLOOR PLAN 461' - 6" 2 A301 1 A30111.4 2 3 4 5 6 7 8.2 1110 A351 4 A351 3 5.5 8 9 1'-8"31'-8 1/4"GYMNASIUM 110 DANCE/CLASS 107EXAM RM 1 HP119 CORR HP117 WORK ROOM HP103 MAKER SPACE 1 & 2 106 MTG ROOM 103 R2 FC1 R1 FC1 FC1 FC2 R1 2 A603 A352 5 A352 4 GYM DIVIDER BEYOND MECHANICAL WELL PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:35:20 PMA301 BUILDING SECTIONS 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211/8" = 1'-0"3 SECTION THRU GALLERY AND GYM 1/8" = 1'-0"1 SECTION THRU CHILDCARE & CLINIC 1/8" = 1'-0"2 SECTION THRU GYM 21 0 84 16 1/8"=1'-0" 21 0 84 16 1/8"=1'-0" 21 0 84 16 1/8"=1'-0" SECTION THRU MECH DECK NO. DESCRIPTION DATE BYOUTH ROOM122R3VARIES1'-0"FC1EW1EW1EW2R1A6011A6023A6041SIMA6026A6028ALTERNATE SEE 7/A602FLOOR PLAN461' - 6"E.2GYMNASIUM110FC2EW4R1MAX WALL HT489' - 6"A6011A6026A6028SIMSIMFLOOR PLAN461' - 6"8.2CORRHP 1171'-8"8EXAM RM 1HP119FC1FC1R1PW3EW5R116'-9 3/4"A602313'-5"A60416MECH WELL10DANCE/CLASS107GYMNASIUM1101'-8"FC1R1FC2PW4R1A6023A60411SIM15'-5"A60317PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:29 PMA351WALL SECTIONS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211/2" = 1'-0"1YOUTHROOM WALL SECTION1/2" = 1'-0"2GYMNASIUM SOUTH WALL SECTION1/2" = 1'-0"4MECHANICAL WELL WALL SECTION1/2" = 1'-0"3GYMNASIUM WEST WALL SECTIONNO. DESCRIPTION DATE1 PERMIT REVIEWCOMMENTREVISION3/6/202010/20/2021 D WAITING ROOM HP101 GALLERY 133 PW9 R2 R1 24'-10 1/8"METAL END CAP FLASHING W/ DRIP EDGE FC1 COLUMN BEYOND FIBER GLASS WINDOW WOOD TRIM -MATCH GLU-LAM FINISH GLU-LAM BEAM PER STRUCTURAL DOWNSPOUT AND SPLASHBLOCK A603 1 A602 3 A604 27 A603 13 PLAIN SLICED CLEAR FIR EXTERIOR PLYWOOD PER SPEC @ GALLERY INTERIOR CEILING & EXTERIOR SOFFIT, TYP. EW6 DOOR PER PLAN F MEDICAL POD HP109 R3 2'-10"9'-0"1'-0"EW1 FC1 A601 1 A604 1 A606 1 A603 8 SUNSCREEN WINDOW SYSTEM FLOOR PLAN 461' - 6" LOW ROOF 471' - 6" C LOBBY 102 CHECK-IN 131 10'-0"R1 R2 PW1 PW9 A604 27 EW6 A602 3 A603 1 A603 13 SIM PLAIN SLICED CLEAR FIR EXTERIOR PLYWOOD PER SPEC @ GALLERY INTERIOR CEILING & EXTERIOR SOFFIT, TYP. EW6 CANTILEVERED CEILING, SEE INTERIOR DESIGN & STRUCT DWGS FOR ADDITIONAL INFORMATION WINDOW SYSTEM GLULAM COL BEYOND OPP. WALL TYPES PER PLAN POWER OPERATED, HORIZONTAL SLIDING AFTER- HOUR SECURITY GATE. SEE GENERAL NOTE #3 ON SHEET A502 FOR ADDITIONAL INFORMATION. ROOF/CLG ASSEMBLY AS SCHEDULED FLOOR PLAN 461' - 6"HEAD HT. PER SCHEDULEROOF/CLG ASSEMBLY AS SCHEDULED WALL ASSEMBLY PER PLAN OVERSIZE POCKET DOOR PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/18/2021 2:38:32 PMA352 WALL SECTIONS 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/20211/2" = 1'-0"1 GALLERY WALL SECTION 1/2" = 1'-0"2 MEDICAL POD WALL SECTION 1/2" = 1'-0"3 RECEPTION SECTION 1/2" = 1'-0"4 SECURITY GATE 1/2" = 1'-0"5 SPACE DIVIDER NO. DESCRIPTION DATE 1 PERMIT REVIEW COMMENT REVISION 3/6/2020 FLOOR TYPE ASSEMBLIESFLOOR TAGNUMBER &SYMBOLSECTION VIEW GRAPHICDESCRIPTIONROOF TYPE ASSEMBLIESROOF TAGNUMBER &SYMBOLSECTION VIEW GRAPHICDESCRIPTIONFC1R2R3R1FLOOR FINISH PER INTERIOR SPECS.CONCRETE SLAB ON GRADE PER STRUCT.VAPOR BARRIERFREE DRAINING GRANULAR FILL PERREVIEW SOILS REPORTROOF MEMBRANE PER BE CONSULTANTCOVER BOARD PER ROOFING MFR.R-38 RIGID INSULATIONVAPOR BARRIER PER B.E. CONSULTANTPLYWOOD DECKING PER STRUCTURALFRAMING PER STRUCTCEILING PER SHEET A105DANCE CLASS 10 7 HAS 2 ADDITIONAL LAYERS OF 5/8 GWB WITH 2.5" OF BATT INSULATION ABOVE.ROOF MEMBRANE PER BE CONSULTANTCOVER BOARD PER ROOFING MFR.R-24 RIGID INSULATION (4" POLYISOCYANURATE)VAPOR BARRIER PER B.E. CONSULT.OVERFRAMING PER STRUCT PLYWOOD DECK PER STRUCTURAL; WOOD FRAMING PER STRUCTURALCEILING PER SHEET A105ROOF MEMBRANE PER BE CONSULTANTCOVER BOARD PER ROOFING MFR.R-38 RIGID INSULATION VAPOR BARRIER PER B.E.CONSULT.CRICKET WHERE OCCURSPLYWOOD DECK PER STRUCTURALOPEN WEB JOIST PER STRUCTURALCEILING PER SHEET A105CONCRETECONCRETECONCRETECONCRETEWOODWOODWOODWOODFC2WOOD SPORT FLOORING SYSTEM PER MFR.CONCRETE SLAB ON GRADE PER STRUCT.VAPOR BARRIERFREE DRAINING GRANULAR FILL PERREVIEW SOILS REPORTR4ROOF MEMBRANE PER BE CONSULTANTCOVER BOARD PER ROOFING MFR.R-38 RIGID INSULATIONVAPOR BARRIER PER B.E. CONSULTANTPLYWOOD DECKING PER STRUCTURALFRAMING PER STRUCTCEILING PER SHEET A105DANCE CLASS 10 7 HAS 2 ADDITIONAL LAYERS OF 5/8 GWB WITH 2.5" OF BATT INSULATION ABOVE.WALL TYPE ASSEMBLIESWALL TAGNUMBER &SYMBOLPLAN VIEW GRAPHICDESCRIPTIONEW1EW2WOOD STUDWOOD STUDWOOD STUDWOOD STUDEXTERIORVERTICAL METAL SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O,C. OR PER STRUCTURALR-21 BATT INSULATIONVAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBHORIZONTAL CORRUGATED SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O,C. OR PER STRUCTURALR-21 BATT INSULATIONVAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBEW3VERTICAL METAL SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O.C. OR PER STRUCTURALR-21 BATT INSULATION2X6 WOOD STUDS @ 16" O.C.VAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBEW4VERTICAL METAL SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X10 WOOD STUDS @ 16" O,C. OR PER STRUCTURALR-21 BATT INSULATIONVAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBEW5VERTICAL CORRUGATED METAL SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O,C. OR PER STRUCTURALR-21 BATT INSULATIONVAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBPW1PW3(1) LAYER 5/8" GWB2X4 WOOD STUDS @ 16" O.C. OR PER STRUCT.(1) LAYER 5/8" GWB(1) LAYER 5/8" GWBSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O.C. OR PER STRUCT.5 1/2" BATT INSULATION(1) LAYER 5/8" GWBPW5(2) LAYER 5/8" GWB2X6 WOOD STUD WALLS (SHEAR SIDE, SEE STRUCTURAL)5 1/2" (MIN.) MINERAL BATTSSHEAR PANEL PER STRUCTURAL WHERE OCCURS1" AIR SPACE OR WIDER TO ACCOMODATE POCKET-GATE / MOVABLE PARTITION WHERE OCCURS2X4 WOOD STUD WALLS (SEE STRUCTURAL)3 1/2" (MIN.) MINERAL BATTS(2) LAYER 5/8" GWBPW2(1) LAYER 5/8" GWBSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X4 WOOD STUDS @ 16" O.C. OR PER STRUCT.3 1/2" BATT INSULATION(1) LAYER 5/8" GWBPW4(1) LAYER 5/8" GWB2X10 WOOD STUDS @ 16" O.C. OR PER STRUCT.9 1/4" BATT INSULATION(1) LAYER 5/8" GWBEXTEND WALL TO UNDERSIDE OF STRUCTUREEXTEND ASSEMBLY TO UNDERSIDE OF STRUCTUREPW6(2) LAYER 5/8" GWBSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X4 WOOD STUDS @ 16" O.C. OR PER STRUCT.3 1/2" BATT INSULATION(1) LAYER 5/8" GWBEXTEND ASSEMBLY TO UNDERSIDE OF STRUCTUREPW7(1) LAYER 5/8" GWBSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X6 WOOD STUDS @ 16" O.C. OR PER STRUCT.(1) LAYER 5/8" GWB(1) LAYER 5/8" GWB, FINISH PER INTERIOR 2X6 WOOD STUDS @ 16" O.C. OR PER STRUCT.(1) LAYER 5/8" GWBPW8EW6EXTERIORVERTICAL METAL SIDING ON RAINSCREEN BATTENW.R.B. PER B.E.(1) LAYER 1/2" EXTERIOR SHEATHING ORSHEAR PANEL PER STRUCTURAL WHERE OCCURS2X8 WOOD STUDS @ 16" O,C. OR PER STRUCTURALR-21 BATT INSULATIONVAPOR BARRIER PER B.E.(1) LAYER 5/8" GWBPW9(1) LAYER 5/8" GWB(1) 1/2" SHEAR PANEL PER STRUCTURAL 2X6 WOOD STUDS @ 16" O.C. OR PER STRUCT.5 1/2" BATT INSULATION(1) LAYER 5/8" GWBPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:33 PMA501ASSEMBLIES16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/2021NO. DESCRIPTION DATE10/20/2021 SAFETY GLAZING NOTES SAFETY GLAZING SHALL BE USED IN THE FOLLOWING AREAS: UNLESS REQUIRED OTHERWISE: 1. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: -EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. -EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. -EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. -ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. DOOR SCHEDULE ABBREVIATIONS " ELEV - ELEVATION " F.R. - FIRE RATING " HDWR GRP - HARDWARE GROUP " N - NO " NA - NOT APPLICABLE " THKNS - THICKNESS " Y -YES " FF -FACTORY FINISHED/PRE-FINISHED " FG -FIBER GLASS " MTL -METAL " WD -WOOD " ALUM -ALUMINUM " GLS -GLASS " STL -STEEL FIN. FLOOR LEVEL AAAA BBBB CCCC DDDD7'-0"7'-0"3'-0"7'-0"6'-0" 3'-0"3'-0"7'-0"3'-0" EEEE 8' - 0"19' - 8" GGGG7' - 0"6' - 0" 3' - 0"3' - 0"2' - 6"8"3' - 6"FFFF8' - 0"10"HHHH IIII 17'-9"8'-0"3'-0"1'-8"9'-9"20'-2" EQ EQ EQ EQ 5'-0"2'-10"8"3'-8"JJJJ GYM FLOOR LEVEL 7'-0"3'-6"15'-5"KKKK7'-0"3'-0" FIN. FLOOR LEVEL PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: COPYRIGHT © 2020 BAYLIS ARCHITECTS INCORPORATED ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAY NOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF BAYLIS ARCHITECTS INCORPORATED. REVISIONS: STATE OF WASHINGTON REGISTERED ARCHITECT 10/19/2021 10:12:51 AMA502 DOOR SCHEDULE 16-0996 Author CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET10/20/2021NO. ELEVATION MARK DOOR HARDWARE SET DOOR FRAME F.R. CLOSER FRAME GASKET REMARKSWIDTH HEIGHT THKNS HDWR GRP OPERATION MATERIAL FINISH MATERIAL FINISH 101 F 6' - 0" 8' - 0" 1 3/4" 01 SWING FG/GLASS PT FIBERGLASS PT NR PANIC HARDWARE, AUTO OPENER, CARD ACCESS 102a F 6' - 0" 8' - 0" 1 3/4" 23 SWING FG/GLASS PT FIBERGLASS PT NR AUTO OPENER, CARD ACCESS 102b G 19' - 8" 8' - 0" 03 POCKET HM PREFINISHED HM PT NR AFTER-HOURS SECURITY GATE, POWER OPERATED, BIDDER DESIGN. FINISH: POWDER COATED , BLACK. SEE GENERAL NOTE #3 ON SHEET A502 FOR ADDITIONAL INFORMATION 103a B 3' - 0" 7' - 0" 1 3/4" 04 SWING HM/GLASS PT HM PT NR PANIC HARDWARE, CARD ACCESS 103b E 6' - 0" 7' - 0" 1 3/4" 27 SWING HM PT HM PT NR PANIC HARDWARE 104a H 20' - 2" 10' - 0" 03 SLIDE WD PT WD PT COORDINATE TRACK AND LOCKING MECHANISM WITH DOOR MFR. 104b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 105 C 4' - 4" 7' - 0" 2" 07 POCKET HM PT HM PT 106a E 6' - 0" 7' - 0" 1 3/4" 08 SWING HM PT HM PT NR CARD ACCESS 106b E 6' - 0" 7' - 0" 1 3/4" 08 SWING HM PT HM PT NR CARD ACCESS 106c I 15' - 0" 9' - 0" 2" 03 POCKET HM PT HM PT COORDINATE SPECIALTY HARDWARE W/DOOR MFR. 107 B 3' - 0" 7' - 0" 1 3/4" 09 SWING HM/GLASS PT HM PT NR 108a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 108b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 109a D 6' - 0" 7' - 0" 1 3/4" 10 SWING HM PT HM PT NR 109b D 6' - 0" 7' - 0" 1 3/4" 10 SWING HM PT HM PT NR 109c K 3' - 0" 6' - 8" 1 3/4" 05 SWING HM PT HM PT NR WIRE MESH GATE AND DOOR 110a F 6' - 0" 7' - 0" 1 3/4" 02 SWING FG/GLASS PT FIBERGLASS PT NR CARD ACCESS 110b E 6' - 0" 7' - 0" 1 3/4" 11 SWING HM PT HM PT NR 110c E 6' - 0" 7' - 0" 1 3/4" 11 SWING HM PT HM PT NR 110d J 3' - 6" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR MECHANICAL WELL ACCESS DOOR, PAINT GRAY TO MATCH ARCHITECT'S SAMPLE 110e J 3' - 6" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR MECHANICAL WELL ACCESS DOOR, PAINT GRAY TO MATCH ARCHITECT'S SAMPLE 111 D 6' - 0" 7' - 0" 1 3/4" 28 SWING HM PT HM PT NR 112a A 3' - 0" 7' - 0" 1 3/4" 29 SWING HM PT HM PT NR 112b A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR 113 A 3' - 0" 7' - 0" 1 3/4" 12 SWING HM PT HM PT NR 114 A 3' - 0" 7' - 0" 1 3/4" 12 SWING HM PT HM PT NR 115a 5' - 0" 7' - 0" 1 3/4" 13 SWING HM PT HM PT NR PANIC HARDWARE 115b A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE 116 A 3' - 0" 7' - 0" 1 3/4" 14 SWING HM PT HM PT NR 117 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 118 A 3' - 0" 7' - 0" 1 3/4" 25 SWING HM PT HM PT NR 119 A 3' - 0" 7' - 0" 1 3/4" 16 SWING HM PT HM PT NR 120 A 3' - 0" 4' - 6" 1 3/4" 24 SWING HM PT HM PT NR 122 B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 123 B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 124a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR 124b A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR 125 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR 126 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 127 A 3' - 0" 7' - 0" 1 3/4" 15 SWING HM PT HM PT NR 128 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 129 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 130 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 131 A 3' - 0" 7' - 0" 1 3/4" 17 SWING HM PT HM PT NR 132 A 3' - 0" 7' - 0" 1 3/4" 06 SWING HM PT HM PT NR CARD ACCESS 134 A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE HP101a B 3' - 0" 7' - 0" 1 3/4" 30 SWING HM/GLASS PT HM PT NR CARD ACCESS HP101b A 3' - 0" 7' - 0" 1 3/4" 30 SWING HM PT HM PT NR CARD ACCESS HP103 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP104 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP105 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP106 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP107 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP109 C 3' - 0" 7' - 0" 2" 21 POCKET HM PT HM PT NR HP111 A 3' - 0" 7' - 0" 1 3/4" 20 SWING HM PT HM PT NR HP112 A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP113 A 3' - 0" 7' - 0" 1 3/4" 30 SWING HM PT HM PT NR CARD ACCESS HP114a C 3' - 0" 7' - 0" 2" 19 POCKET HM PT HM PT NR HP114b C 3' - 0" 7' - 0" 2" 19 POCKET HM PT HM PT NR HP115 A 3' - 0" 7' - 0" 1 3/4" 20 SWING HM PT HM PT NR HP117 A 3' - 0" 7' - 0" 1 3/4" 22 SWING HM PT HM PT NR PANIC HARDWARE HP118a B 3' - 0" 7' - 0" 1 3/4" 05 SWING HM/GLASS PT HM PT NR HP118b A 3' - 0" 7' - 0" 1 3/4" 05 SWING HM PT HM PT NR HP119 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP120 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP121 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP122 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP123 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR HP124 A 3' - 0" 7' - 0" 1 3/4" 18 SWING HM PT HM PT NR DOOR SCHEDULE 1/4" = 1'-0" ELEVATION TYPES 1. ALL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT PER IBC 1010.1.9. 2. DOORS REQUIRED TO BE ACCESSIBLE SHALL HAVE LEVER TYPE HARDWARE OR OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING TO OPERATE. 3. NOTE: AFTER HOUR GATE TO BE BIDDER DESIGNED. -PROVIDE READILY VISIBLE SIGNAGE "GATE TO REMAIN OPEN DURING REGULAR OCCUPANCY HOURS" -GC TO COORDINATE WITH LIFE SAFETY CONTRACTOR AND CONNECT GATE OPERATION UNIT WITH LIFE SAFETY SYSTEM, GATE OPERATING MECHANISM TO BE "FAIL SAFE" -GC TO COORDINATE AND PROVIDE MANUAL OVERRIDE SWITCH ON EACH SIDE OF THE GATE WITH ALARM WIRING, TO ALLOW OPENING OF THE GATE IN AN EMERGENCY, SPECIFIC SWITCH LOCATION TO BE COORDINATED WITH ARCHITECT & OWNER. GENERAL NOTES NO. DESCRIPTION DATE FIN. FLOORLEVELE2E2E2E2E3E3E3E3E5E5E5E53'-6"3'-6"3'-6"E6E6E6E64'-6"4'-6"4'-6"FIN. FLOORLEVELE7E7E7E7E9E9E9E9E10E10E10E104'-8"4'-2"3'-8"E8E8E8E8E4E4E4E42' - 8"5' - 4"5' - 0"1' - 8"3' - 8"2' - 8"5' - 4"6' - 8"3' - 4"3' - 4"1' - 0"7' - 0"3' - 6"3' - 6"7' - 0"2' - 8"5' - 4"10' - 6"1' - 8"3' - 8"2' - 8"5' - 4"1' - 8"3' - 8"13' - 6"FIN. FLOORLEVEL2'-0"E11E11E11E113'-0"E12E12E12E124'-0"E13E13E13E13E14E14E14E143'-0"4'-8"E15E15E15E152'-0"5'-4"4'-0"5'-10"E16E16E16E163'-0"6'-4"E17E17E17E172'-0"7'-2"E18E18E18E184'-0"7'-8"E19E19E19E192'-0"8'-3"19'-8"E20E20E20E20E1E1E1E16'-3"1'-9"1'-6"2'-10"7'-2"2'-0"5'-2"12'-6"8'-0"2'-0"4'-0"6"2'-0"6'-0"8'-0"2'-0"2'-0"6'-0"4'-2"4'-2"4'-2"6"12'-6"6"2'-0"6'-0"8'-0"1'-8"8'-0"T Y P . 4 °WINDOW GENERAL NOTES1. WINDOW MANUFACTURER WINDOWS FOR THIS PROJECT SHALL MEET ALL SAFETY GLASS REQUIREMENTS WHERE REQUIRED.2. THE G.C./ SUB-CONTRACTOR SHALL VERIFY WINDOW QUANTITIES AND REQUIRED ROUGH OPENING DIMENSIONS PRIOR TO THE MANUFACTURE OF WINDOWS FOR THIS PROJECT.3. WINDOW GLAZING TYPE AND U-VALUES ARE BASED UPON WINDOW MANUFACTURER STANDARD TESTED VALUES; STOREFRONTS ARE AN EXCEPTION. ANY SUBSTITUTIONS SHALL BE APPROVED BY THE ARCHITECT. THE G.C./ SUB-CONTRACTOR SHALL PROVIDE THE NEW U-VALUES FOR CONFORMITY TO PREVIOUS CALCULATIONS.4. ALL GLAZING SHALL BE CERTIFIED AND LABELED WITH U-VALUE AND SOLAR HEAT GAIN COEFFICIENT BY AN INDEPENDENT TESTING AGENCY LICENSED BY THE NFRC.FIN. FLOORLEVELI1I1I1I13'-2"4'-0"6'-0"7'-2"9'-0"2'-10"3'-0"4'-0"1'-8"2'-3"2'-3"2'-3"2'-3"I2I2I2I2I3I3I3I3S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:38 PMA503WINDOW SCHEDULE16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/2021MARKMARKMARKMARKDIMENSIONSDIMENSIONSDIMENSIONSDIMENSIONSSILL HT.ANALYTANALYTANALYTANALYTICALICALICALICALPROPEPROPEPROPEPROPERTIESRTIESRTIESRTIESOPERATIONOPERATIONOPERATIONOPERATION COUNTCOUNTCOUNTCOUNT REMARKSREMARKSREMARKSREMARKSWWWW HHHH AREAAREAAREAAREAE1 6' - 0" 1' - 9" 6' - 3" 11 SF FIX 1E2 5' - 0" 5' - 4" 2' - 8" 27 SF FIX 13E3 6' - 8" 5' - 4" 2' - 8" 36 SF FIX 2E4 7' - 0" 7' - 0" 2' - 0" 49 SF FIX 3E5 10' - 6" 5' - 4" 2' - 8" 56 SF FIX 2E6 13' - 6" 5' - 4" 2' - 8" 72 SF FIX 2E7 12' - 6" 7' - 2" 2' - 10" 90 SF FIX 1E8 4' - 0" 8' - 0" 2' - 0" 32 SF FIX 2E9 12' - 6" 8' - 0" 2' - 0" 100 SF FIX 1E10 1' - 6" 8' - 0" 12 SF FIX 7E11 2' - 0" 8' - 0" 19' - 8" 16 SF FIX 3E12 3' - 0" 8' - 0" 19' - 8" 24 SF FIX 3E13 4' - 0" 8' - 0" 19' - 8" 32 SF FIX 3E14 3' - 0" 4' - 8" 19' - 8" 14 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE15 2' - 0" 5' - 4" 19' - 8" 11 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE16 4' - 0" 5' - 10" 19' - 8" 23 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE17 3' - 0" 6' - 4" 19' - 8" 19 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE18 2' - 0" 7' - 2" 19' - 8" 14 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE19 4' - 0" 7' - 8" 19' - 8" 31 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYE20 2' - 0" 8' - 3" 19' - 8" 17 SF FIX 2 TRANSLUCENT GLAZING @ SOUTH GYM CLEARSTORYEXTERIOR WINDOW SCHEDULE1/4" = 1'-0"EXTERIOR WINDOW ELEVATION TYPE I.D.MARKMARKMARKMARKDIMENSIONSDIMENSIONSDIMENSIONSDIMENSIONSSILL HT.COUNTCOUNTCOUNTCOUNT REMARKSREMARKSREMARKSREMARKSWWWW HHHHI1 6' - 0" 7' - 2" 0" 6I2 2' - 10" 9' - 0" 0" 1I3 1' - 8" 4' - 0" 3' - 0" 11/4" = 1'-0"INTERIOR WINDOW ELEVATION TYPE I.D.INTERIOR WINDOW SCHEDULENO. DESCRIPTION DATE10/20/2021 FINISH FLOOR22'-7"5'-0"1'-0"3'-6"3'-6"4'-0"REPEATED PATTERN2'-0"5'-0"3'-6"4'-0"1'-0"3'-6"2'-0"REPEAT PATTERNREPEAT PATTERNREPEAT PATTERN2'-9"3'-10"4'-0"2'-4 3/4"FINISH FLOOR13'-9 1/2"2'-0"3'-6"1'-0"4'-0"3'-6"MIRROR REPEATED PATTERN5'-0"2'-0"4'-0"3'-6"3'-6"1'-0"5'-0"22'-7"2'-3 1/2"22'-7"MIRROR REPEATED PATTERNMIRROR REPEATED PATTERNMIRROR REPEATED PATTERN2'-4 3/4"4'-2 1/2"2'-8"3'-11"6'-2"22'-7"3'-4"3'-2"3'-2"3'-3 1/2"2A60319A60319A6033A6031A6033'-2"3'-2"22'-7"2A60318A60318A60320A6031A6033'-2"3'-2"24'-3"18A6032A60318A60320A6031A603SIMPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:42 PMA504GALLERY GLAZINGELEVATIONS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20213/16" = 1'-0"FIBERGLASS WINDOW SYSTEM ELEVATION NORTH3/16" = 1'-0"FIBERGLASS WINDOW SYSTEM ELEVATION SOUTH3/16" = 1'-0"FIBERGLASS WINDOW SYSTEM ELEV. @ MAIN ENTRY3/16" = 1'-0"INT. FIBERGLASS WINDOW SYSTEM ELEV.@ VESTIBULE3/16" = 1'-0"INT. FIBERGLASS WINDOW SYSTEM ELEV. @ GYMNO. DESCRIPTION DATE10/20/2021 DNSLAB-ON-GRADE PER STRUCT. & CIVILCAPILLARY BREAK PER GEOTECH REPORTPERF. PIPE PER CIVILFILTER GEOTEXTILE FABRICPER STRUCT.VERIFYPER STRUCT.CRUSHED PEA GRAVELMIN.6"BASE OF WALL SIDING FLASHING PER BE CONSULTANTELASTOMERIC COATING PER BEVAPOR RETARDER PER BECONCRETE PLINTH W/ 1/4" CHAMFER; MATCH COLUMN FOOTPRINT DIMENSIONS PER STRUCTURALBOLTS PER STRUCTURAL COUNTERSINK PER STRUCTURALFOOTING PER STRUCTURAL4 1/4"WALL PER SCHEDULE WHERE OCCURSBASE PLATE PER STRUCTURAL -MATCH COLUMN FOOTPRINT DIMENSIONS PER STRUCTURALFLITCH PLATE PER STRUCTURAL IN COLUMN KERFCENTER OFFSET PER STRUCTURALOFFSET PER STRUCTURALCOUNTERSINK BOLT IN COLUMN BOTTOM TYP.COUNTERSINK BOLTS IN COLUMN TYP.MATCH COLUMN WIDTHMATCH COLUMN DEPTHCOUNTERSINK ANCHOR BOLTS (BELOW)BASE PLATE PER STRUCTURALCORRUGATED METAL SIDING3" x 3" x1/4" METAL FRAMECONC. FILLED 6" DIA. STL. PIPELIFT PIN3"x 3"x 1/4" STL. ANGLE1/4" STEEL PLATE3" x 3" x 1/4" STL. METAL FRAME5/16" LIFT PIN3" x 3" ANGLE WELDED TO FRAME"BOTTON" TO HOLD PIN IN UP POSITION1" DIAM. GALV. PIPE SLEEVELIFT PIN JAMB "8"12"4"8"6" CONCRETE SLAB REINFORCED W/ #5@ 16"o.c. EA WAY, CENTERED22 GAUGE CORRUGATED METAL SIDING, TYP.2%4x4x 1/4 HSS -WELD TO BASE PLATE W/ 1/4" FILLET ALL SIDES. PRIME AND PAINT FINISH TO MATCH SIDING1/2"x9"x9" BASE PLATE W/(4) 3/4" ANCHOR BOLTS SPACED 6" o.c. EA WAY (EMBED BOLTS 8")#4@12" o.c. EA FACE#4@16" o.c. EA FACE1/4" STEEL ANGLE TOP TRIMC TRIM W/ OPENINGS TO DRAIN#4 CONT.#5 DOWELS @ 16" o.c. W/8" HOOK, LAPPED WITH SLAB REINFORCINGFOOTING PER PLAN AT PIPESEMBED PIPE INTO FOOTING 12"6""12186' - 0"2' - 0"12' - 0"2' - 0"CONC. FILLED 6" DIA STEEL PIPECORRUGATED METAL SIDING TO MATCH COMMUNITY CENTER, TYP.11A601REFUSE OR RECYCLABLES DEPOSIT AREAS SHALL BE IDENTIFIED BY SIGNS NOT EXCEEDING TWO (2) SQUARE FEETA601136" CONCRETE SLAB, SLOPE TO DRAIN -SEE CIVIL SHEET C250 FOR ADDITIONAL INFORMATION CONCRETE CURBSLOPECORRUGATED METAL SIDING, TYP.11'-0"16'-0"4X4 HSS11'-6"6'-0"GYMPLANTER PER LANDSCAPEPLANTER PER LANDSCAPECONC. APRON6'-0"12A60112BA6013'X3'X18" FTG AT PIPES W/ (3) #5 EA WAY, BOTTOM, TYP.12"AC PAVINGTHK. CURB12BSLAB REINF PER BELOW, TURNED DOWN AS SHOWN(2) #5STEEL FRAME PER STRUCT. SLIP OVER ANCHOR SLEEVECONCRETE FLOOR SLAB AND FOOTING PER STRUCT.STEEL ANCHOR SLEEVE PER STRUCT. EMBEDDED IN CONCRETE FOOTINGBOLT CONNECTION PER STRUCT.CAULKING, TYPANCHOR PER STRUCT.CONCRETE FLOOR SLAB & CONTRACTION JOINT PER STRUCT. SPEC.SEAL TOP OF JOINT WITH SEALANT PER SPEC TO PREVENT DEBRIS ACCUMULATIONNOTE: CONTROL JOINTS AT EXPOSED CONCRETE GALLERY FLOORS TO BE ZIP-FORMED, NOT SAW-CUTREINFORCEMENTPER STRUCTURAL TYPPRESSURE TREATED 2x EMBED NAILER @ 16" O.C. OR AS REQ'DSLOPED FLOORPLANSECTIONPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:48 PMA601CONCRETE AND SITEDETAILS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211 1/2" = 1'-0"1SPREAD FOOTING1 1/2" = 1'-0"5PIER BLOCK & COLUMN BASE @ GALLERY1 1/2" = 1'-0"4COLUMN BASE PLATE - PLAN VIEW1/2" = 1'-0"11GARBAGE ENCLOSURE DETAIL1" = 1'-0"12GARBAGE ENCLOSURE FOOTING DETAL1/4" = 1'-0"13ELEVATION OF GARBAGE ENCLOSURE1/4" = 1'-0"15GARBAGE ENCLOSURE - PLAN3" = 1'-0"3STRUCT. FRAME BASE @ VESTIBULE3" = 1'-0"2INTERIOR CONTROL JOINT1 1/2" = 1'-0"20NAILER EMBEDNO. DESCRIPTION DATE1 PERMIT REVIEWCOMMENTREVISION3/6/20202 PERMIT REVIEWCOMMENTREVISION 24/20/2020**NOTE: GARBAGE ENCLOSURE UNDER SEPARATE PERMIT**10/20/2021 HORIZONTAL METAL SIDINGVERTICAL METAL SIDING1. WRB (LAP ON LAYER OVER FLASHING)2. RAINSCREEN BATTENS PER ASS'LY3. SIDING PER ASS'LY4. INSECT SCREEN5. GALV METAL Z-FLASHING WITH HEMMED DRIP EDGE2154154332NOTE:GC TO PROVIDE AND INSTALL BLOCKING AT SIDING/FLASHING FASTENING LOCATIONS AS REQUIRED BY MFR. SPECIFICATIONSWRB PER BEVERTICAL METAL SIDING PER ASS'LYWALL PER PLANS AND ASS'LYHORIZONTAL CORRUGATED METAL SIDING PER ASS'LYMETAL CORNER TRIM PER MFR. NOTE: ANY HORIZONTAL REGLETS ON THE FRONT FACADE THAT EXTEND TO THE EXTERIOR CORNER SHALL CONTINUE AROUND THE CORNER AND TERMINATE AT THE INSIDE CORNERMIN.3"MIN.3"RAIN SCREEN FURRING PER BEZ METAL PER MFR. TYP.MIN.3"SIDING PER ELEVATION2-PIECE MTL REGLETAIR SPACE & WRB PER BE DRAWINGHOT WELD PVC BASE TO FLASHING PER MFR.NON-CORROSIVE MESH INSECT SCREENBUTYL FLASHING TAPE PER MANUFACTURER SPEC.SHEATHING PER STRUCT.3/4" HAT CHANNELFASTEN PVC ROOFING TO WALL PER MFR.FULLY ADHERED PVC ROOF MEMBRANE PER SPEC.GYPSUM COVERBOARD PER BE CONSULTANTEXTEND AIR/VAPOR BARRIER UP PER BE CONSULTANTRAINSCREEN HAT CHANNELMETAL PANEL SIDING PER PLANS AND ASS'LYMETAL HORIZONTAL BOTTOM TRIM PER MFR. BOTTOM OF TRIM TO ALIGN WITH ADJACENT WINDOW HEAD WHERE APPLICABLE, TYP.LAP BUTYL FLASHING TAPMETAL SIDING PER PLANS AND ASS'LYINSECT SCREENTRIM FASTENER W/ SEALING WASHER OR RIVET PER MFR.1 1/2"(1) LAYER 1/2" PLYWOODPER STRUCT.WALL ASSEMBLY PER SCHEDULEMETAL CLADPRE-FIN METAL FLASHING WITH HEMMED DRIP EDGEWRB & RAINSCREEN PER BE CONSULTANTMIN.3"SAM TARGET WRB BEHIND BLOCKWOOD BLOCKSEALANT AND BACK ROD1/2"ROOF MEMBRANE PER SPEC. INSTALL PER MFR. & BE CONSULTANTRESIN/FLEECE SACRIFICIAL FLASHING @ METAL FLASHING JOINSSHEET METAL GRAVEL STOP FRAMING PER STRUCT.SOFFIT PER SPEC.WALL PER ASSEMBLYCOVER BOARD PER BENAILER PER ROOFING MFR. FASTENING REQUIREMENTOUTRIGGER FRAMING PER STRUCTURALROOF SHEATHING PER STRUCT..ROOF FRAMING PER STRUCT.VAPOR BARRIER PER BE CONSULTANTOUTRIGGER FASTENER PER STRUCTURAL, TYP.BLOCKING PER STRUCT.NOTE: SEE BE CONSULTANT DETAILS FOR ADDITIONAL INFORMATION.SOFFIT PER SPEC.INSECT SCREENMETAL SIDING PER SPEC.METAL HAT CHANNEL/RAIN SCREEN, SPACING TO ACCOMMODATE SIDING MANUFACTURER'S INSTALLATION REQUIREMENTAIR SPACE & WRB PER BE CONSULTANTFRAMING & SHEATHING PER STRUCT.OUTRIGGER FRAMING PER STRUCTURALRAINSCREEN HAT CHANNELMETAL PANEL SIDING PER PLANS AND ASS'LYMETAL HORIZONTAL BOTTOM TRIM PER MFR.BOTTOM OF TRIM TO ALIGN WITH ADJACENT WINDOW HEAD WHERE APPLICABLE, TYP.LAP BUTYL FLASHING TAPMETAL SIDING PER PLANS AND ASS'LYINSECT SCREENTRIM FASTENER W/ SEALING WASHER OR RIVET PER MFR.1 1/2"RAINSCREEN HAT CHANNELMETAL PANEL SIDING PER ELEVATIONMETAL HORIZONTAL BOTTOM TRIM PER MFR.BOTTOM OF TRIM TO ALIGN WITH ADJACENT WINDOW HEAD WHERE APPLICABLE, TYP.LAP BUTYL FLASHING TAPMETAL SIDING PER ELEVATIONTRIM FASTENER W/ SEALING WASHER OR RIVET PER MFR.1 1/2"GARDEN ROOF ASSEMBLY PER LANDSCAPE CONSULTANT SPEC.; INSTALLATION PER MFR. RECOMMENDATIONS; COORDINATE ROOFING MFR. REQUIREMENTINSTALL WALK PAD PER ROOFING MFR. INSTRUCTIONOUTRIGGER FRAMING PER STRUCTURALPVC KEE ROOFING MEMBRANE PER SPEC.COVER BOARD PER BEROOF SHEATHING PER STRUCT..ROOF FRAMING PER STRUCT.VAPOR BARRIER PER BE CONSULTANTOUTRIGGER FASTENER PER STRUCTURAL, TYP.BLOCKING PER STRUCT.LOOSE LAY SLIP SHEET PER GARDEN ROOF MFR. RECOMMENDATIONRIGID INSULATION PER ROOF ASSEMBLYVERIFYNOTE: SEE BE CONSULTANT DETAILS FOR ADDITIONAL INFORMATION.WRB, OVERLAP AT CORNER PER BEMETAL SIDING PER ASS'LY, TYP.WALL PER PLANS AND ASS'LYMETAL CORNER TRIM PER MFR. MIN.3"MIN.3"RAIN SCREEN FURRING PER BEZ METAL PER MFR. TYP.WRB PER BE, OVERLAP AT CORNERWALL PER PLANS AND ASS'LYMETAL SIDING PER ASS'LYMETAL CORNER TRIM PER MFR. RAIN SCREEN FURRING PER BEZ METAL PER MFR. TYP.MIN.3"MIN.3"WRB & RAINSCREEN PER BE CONSULTANTOVERLAPPING METAL TRIM AROUNDELECTRICAL BOX PER MFR.P.T. BLOCKING, TYP.ELECTRICAL BOXWIRING TO ENTER THROUGHBACK OF BOX. SEAL WIREPENETRATION PER BESEAL PERIMETER OF FLASHING AND TRIM OVERLAPS WITH CONTINUOUS BEAD OF NON-SKINNING BUTYL TAPE OR SEALANTELECTRIC BOXSELF-ADHERING MEMBRANE, TYP.EXTERIOR WALLTYPE (PER PLAN)METAL FLASHING PER BELINE OF FIXTURE RAINSCREEN HAT CHANNELMETAL TRIM PER MFR.METAL HORIZONTAL BOTTOM TRIM PER MFR.TRIM TO ALIGN WITH ADJACENT WINDOW SILL WHERE APPLICABLE, TYP.LAP BUTYL FLASHING TAPMETAL SIDING PER PLANS AND ASS'LYTRIM FASTENER W/ SEALING WASHER OR RIVET PER MFR.1 1/2"ALIGNPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:50 PMA602EXTERIOR DETAILS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20213" = 1'-0"10TYP BASE TRIM FLASHING3" = 1'-0"9INSIDE/OUTSIDE CORNER TRANSITION3" = 1'-0"3EXT WALL TO ROOF3" = 1'-0"11TRANSITION - VERTICAL PANELS3" = 1'-0"16BLOCKING FOR EXTERIOR FASTENER3" = 1'-0"6EAVE DETAIL3" = 1'-0"8SOFFIT DETAIL3" = 1'-0"12TRANSITION - VERTICAL TO CORRUGATED3" = 1'-0"13TRANSITION - CORRUGATED TO VERTICAL3" = 1'-0"7EAVE DETAIL - GREEN ROOF ALTERNATE3" = 1'-0"5TYP OUTSIDE CORNER3" = 1'-0"4TYP INSIDE CORNER3" = 1'-0"17EXTERIOR ELECTRICAL BOX3" = 1'-0"14TRANSITION - FLAT SHEET TO CORRUGATEDNO. DESCRIPTION DATE10/20/2021 H.M. DOOR FRAMEWALL PER PLANS &ASSEMBLYDOOR PER SCHEDULEINT.PRE-FIN METAL TRIM PER MFRWRB & LIQUID FLASHING PER BE CONSULTANTEXT.SEALANT SET XPS BLOCK PER BE CONSULTANTBACKER ROD & SEALANTSHEATHING PER STRUCT.WRB & RAINSCREEN PER BE CONSULTANTWALL ASSEMBLY PER PLANMETAL SIDINGPER ELEVATIONWINDOW PER SCHEDULEGWB LINERBACKER ROD & CAULKMETAL FLASHING W/ DRIPEDGE & END DAMSLIQUID FLASHING & WRB PRESTRIP PER BEPER BEWALL ASSEMBLYPER PLANMETAL SIDING PER ELEVATIONWINDOW PER SCHEDULEGWB LINERBACKER ROD & SEALANTLIQUID FLASHING & WRB PRESTRIP PER BEPER BEWRB & RAINSCREENPER BE DWGSTRIM FLASHING PER MFR. WALL ASSEMBLYPER PLANMETAL SIDING PER ELEVATIONWINDOW PER SCHEDULEGWB LINERBACKER ROD & SEALANTLIQUID FLASHING & WRB PRESTRIP PER BEWRB & RAINSCREENPER BE CONSULTANTTRIM FLASHING PER MFR. WINDOW PER SCHEDULEWRB & RAINSCREEN PER BEPRE-FIN MTL. TRIMPER MFR.FF SAM SILL FLASHING PER BEWALL PER PLANS AND ASS'LYMETAL SIDING PER ELEVATIONMETAL BACK ANGLE & GASKET SEALANTSILL PER INTERIORWINDOW PER SCHEDULEWRB & RAINSCREEN PER BEPRE-FIN MTL. TRIMPER MFR.FF SAM SILL FLASHING PER BEWALL PER PLANS AND ASS'LYMETAL SIDING PER ELEVATIONMETAL BACK ANGLE & GASKET SEALANTSILL PER INTERIORSHEATHING PER STRUCT.WRB & RAINSCREEN PER BE CONSULTANTWALL ASSEMBLY PER PLANWINDOW PER SCHEDULEMETAL FLASHING W/ FOLDED END DAMSBACKER ROD & CAULKEXT.INT.LIQUID FLASHING PER BE CONSULTANT, EXTEND TO MEET INTERIOR AIR SEALHEADER PER STRUCT.GRID1 1/2"X 15" GLU-LAM TRIM (NON-STRUCTURAL), FINISH PER INTERIOR1 1/2"X 15" GLU-LAM TRIM (NON-STRUCTURAL), FINISH PER SPEC.1/2"INTERIOR AIR SEAL PER BE CONSULTANTNOTE: GC TO COORDINATE WITH WINDOW MFR. ON WINDOW SYSTEM INSTALLATION.GRIDWINDOW PER SCHEDULEBACKER ROD & SEALANTFOIL FACE SAM SILL MEMBRANE PER BE CONSULTANT, EXTEND 2 INCHES DOWN ONTO VERTICALWP PER BE CONSULTANT3/4"MIN.6"2"ELASTOMERIC COATING PER BE CONSULTANTFLOOR LEVELINT.EXT.ADA SADDLE THRESHOLDSAM & LIQUID FLASHING FILLET PER BE CONSULTANTSLAB PER STRUCTSIDEWALK SLOPED TO DRAINDOOR PER PLANSEXPANSION JOINTFLOOR LEVELINT.EXT.SAM & LIQUID FLASHING FILLET PER BE CONSULTANTSLAB PER STRUCTSIDEWALK SLOPED TO DRAINFINISHED FLOORING PER INTERIORSDOOR PER PLANSEXPANSION JOINTADA SADDLE THRESHOLDH.M. DOOR FRAMEWALL PER PLANS &ASSEMBLYDOOR PER SCHEDULE, DOOR HARDWARE PER SPEC.NOTE: INSTALL HOLLOW METAL FRAME AND DOOR PER MANUFACTURER'S INSTRUCTION AND NAAMM-HMMA STANDARDH.M. WINDOW FRAMEWALL PER PLANS &ASSEMBLYROOMGALLERYGLAZING PER SPEC.SPACER BLOCKGLAZING TAPE, TYP.SPACER BLOCKNOTE: INSTALL HOLLOW METAL FRAME AND GLAZING PER MANUFACTURER'S INSTRUCTION AND NAAMM-HMMA STANDARDHEADER PER STRUCTURALFASTENER PER MFR.BOX RAIL TRACK & BRACKET PER MFR.DOOR PANELS PER MFR. & SPEC.WALL PER ASSEMBLYTYP2 1/2"15BVERIFY IN FIELD6" MIN.EXTERIOR MECH. WELLGYM4-SIDED FLANGE HOLLOW METAL DOOR FRAME PER SPEC.ROOF MEMBRANE INSTALLATION PER BE & MFR. RECOMMENDATIONSROOF ASSEMBLY PER SCHEDULEMETAL FLASHING W/ DRIPEDGE & END DAMSHOLLOW METAL DOOR HEAD/SILL INSULATION PER BE DETAILDOOR PER SCHEDULEWRB & RAINSCREEN PER BE CONSULTANTAIR VAPOR BARRIER PER BEMETAL BACK ANGLESEAL TO METAL BACK ANGLEMETAL FLASHING W/ DRAINAGE1/2"LIQUID FLASHING PER BELIQUID FLASHING PER BECOLUMN PER STRUCT.WINDOW PER SCHEDULE W/ MFR. RECOMMENDED FASTENING ACCESSORYBACKER ROD & SEALANTWINDOW PER SCHEDULE W/ MFR. RECOMMENDED FASTENING ACCESSORYBACKER ROD & SEALANT, TYP.BREAK METAL, FINISH COLOR TO MATCH WINDOW FRAMEWINDOW PER SCHEDULE, INSTALLATION PER MFR. FLOOR PER SCHEDULEWINDOW PER SCHEDULEFASTENERS PER MFR. INSTRUCTION1/8" CONTINUOUS ALUMINUM FLAT BAR WITH CONTINUOUS INSULATION SHIMMING INSTALLED BY MFR.DOOR PER SCHEDULE3/4"DOOR R.O.HEEL DIMENSIONHEEL DIMENSIONEXT.INT.DOOR PER SCHEDULEEXT.INT.ADA THRESHOLD PER SPEC.WALK-OFF MAT PER INTERIOR CONSULTANT1/2"CONCRETE SLAB PER STRUCTURALSAM AND LIQUID FLASHING FILLET PER BE CONSULTANTEXPANSION JOINTPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:54 PMA603DOOR & WINDOWDETAILS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20213" = 1'-0"4TYP. EXTERIOR DOOR JAMB3" = 1'-0"6FLANGED WIN HEAD3" = 1'-0"7FLANGED WIN JAMB3" = 1'-0"12FLANGELESS WINDOW JAMB3" = 1'-0"8FLANGED WIN SILL3" = 1'-0"13FLANGELESS WIN SILL3" = 1'-0"1FLANGELESS WIN HEAD @GALLERY3" = 1'-0"2WIND BEAM @ VESTIBULE3" = 1'-0"3FLANGELESS WIN SILL @VESTIBULE EXT.3" = 1'-0"5DOOR THRESHOLD AT CONCRETE3" = 1'-0"10DOOR THRESHOLD AT FLOOR FINISH3" = 1'-0"9TYP. INT. DOOR JAMB3" = 1'-0"14TYP. INT. HM WINDOW JAMB1 1/2" = 1'-0"15BOX RAIL - DOOR MOUNT @ SOFFITCEILING3" = 1'-0"17DOOR HEAD/SILL @ MECH. WELL ACCESS3" = 1'-0"18FLANGELESS WINDOW JAMB@ COLUMN3" = 1'-0"19FLANGELESS WIN. CORNER @ VESTIBULE3" = 1'-0"20FLANGELESS WIN SILL @ GALLERY FLOOR6" = 1'-0"21WINDOW WALL DOOR HEAD6" = 1'-0"22WINDOW WALL DOOR THRESHOLDNO. DESCRIPTION DATE10/20/2021 G.L.METAL COPING WITH STANDING SEAM AND HEMMED DRIP EDGES TOP PLATERUN ROOF MEMBRANE UP, OVER AND DOWN EXTERIOR FACE OF BLOCKINGSIDING PER ELEVATIONSHEIGHT PER ELEVATIONA60413MINERAL WOOL/SPRAY FOAM INSULATION PER BE DETAILS (2 OPTIONS)PT BLOCKINGROOF MEMBRANE FASTENING AND SEALANT PER BE & MFR. DETAILSROOFING MEMBRANE PER BE CONSULTANT & MFR.LAP HT BUTYL SAM OVER WRB PER BE CONSULTANTAIR SPACE & WRB PER BE CONSULTANTCONDUCTOR HEAD FROM METAL6" WIDE X 4" DEEPNOTCH CENTERED INBOX WITH ROLLEDEDGESDOWNSPOUT PER SPEC.1"8"9"12"6"6"8"CUT TOP WHEN CONNECTING TO NOTCHED SCUPPERSEALANT3-SIDED COPING CAPOVER SCUPPER OPPOSITE SIDE NOTSHOWN FOR CLARITYAXON. OVERFLOW SCUPPERALL EDGES SHALL BE HEMMED.V.I.F.4"10 1/2" +/-6"ALL EDGES SHALL BE HEMMED.NOTE:ALL FLASHINGS SHALL BEGALV. PRE-FINISHEDSTANDARD COLORCONDUCTOR HEADG.L.METAL COPING WITH STANDING SEAM AND HEMMED DRIP EDGES VAPOR BARRIER PER BE CONSULTANTGALV. STL. SCUPPERCONDUCTOR HEADDOWNSPOUTA6045A6049ROOF MEMBRANE EDGE PER ROOFING MFR. & BE CONSULTANT RECOMMENDATIONS RELATIVE TO FASTENING, FLASHING, AND SEALANTWATER CUT-OFF MASTIC PER ROOFING MFR.SIDING PER ELEV.AIR SPACE & WRB PER BE CONSULTANTSTANDING SEAMMETAL C0PINGSLOPE2" MIN LAP TYP SLOPE12"TURN FLANGE @ OUTSIDE CORNER AT FLUSH WALL DCONDITIONEND PIECE: ONE PIECE SHOP FORMED4" MIN.10% MIN.SLOPE2 VERT. SEALANT BEADS, TYPLAP VERT FACES OF COPING AND INSTALL OVER SEALANTBEND CORNERS OVER 3/4" STANDING SEAM2" MINHEIGHTMETAL COPING W/ SEAM (BEYOND)SAM-EXTEND UP OVER & DOWN FACE OF BLOCKING SEE BE DWGSPREFINISHED GALV METAL COPING W/HEMMED DRIP EDGE BOTH SIDESMIN LAP OVER FINISH MATERIAL4" MINCONT GALV META CLEAT, BOTH SIDESLAP UNDER SIDING4" MIN.1"1"COPINGS SHALL BE ATTACHED W/ A CONTINUOUSWHICH WILL BE ATTACHED TO THE PLATE @ 24" O.C.STANDING SEAM JOINTS ONLY.FASTEN COPINGS TO BACKSIDE OF PARAPET W/STAINLESS STEEL SCREW WITH NEOPRENE GASKET AT 16" O.C.ALL COPINGS SHALL BE MINIMUM 24 GAUGE PREFINISHEDGALVANIZED SHEET METAL UNLESSCOLOR AND FINISHES OF ALL EXPOSED PIECESSHALL BE THE SAME.TOPS OF COPINGS.NO PENETRATIONS WILL BE ALLOWED INCLEAT ON THE OUTSIDE FACE OF PARAPETNOTED OTHERWISE.6.5.4.3.2.1.W/ OTHER DETAILS.COORDINATE DIMENSIONS & SLOPES OF COPING7.SEE BUILDING ENVELOPE DRAWINGS FOR W.P. INSTALLATION SEQUENCE AND AIR BARRIER REQUIREMENTS8.COPING NOTES:ROOF MEMBRANE PER SPEC., INSTALL PER MFR. COVERBOARD PER BEGUTTER PER SPEC.METAL FASCIA W/DRIP EDGEWALL ASSEMBLY PER SCHEDULEROOF SHEATHING PER STRUCT.RIGID INSULATION PER ROOF ASSEMBLYVAPOR BARRIER PER BEROOF MEMBRANE PER SPEC., INSTALL PER MFR. COVERBOARD PER BEWALL ASSEMBLY PER SCHEDULEROOF SHEATHING PER STRUCT.VAPOR BARRIER PER BEROOF MEMBRANE FASTENING AND SEALANT PER BE & MFR. DETAILSGALLERYGYMFRAMING PER STRUCT.CEILING PER INTERIOR CONSULTANTROOF ASSEMBLY PER SCHEDULE, TYP.PVC KEE ROOFING PER SPEC.10VAPOR BARRIER PER BEFASTENERS PER MFR.REQUIREMENTSSEAL TOP OF DRAWBAND AND BOOT FLASHING WITH SEALANT JOINTPRE-FORMED PVC BOOT FLASHING, HOT WELD TO FIELD MEMBRANE PER BE CONSULTANTBLOCKING PER STRUCT. TYP.SEALANT & SS PIPE CLAMPFALL ARREST ANCHOR, SPECIFIED LOADS PER STRUCTURAL, TO BE PROVIDED BY DESIGN BUILD MFR.STAINLESS STEEL DRAW BAND CLAMPED TIGHT AT TOP OF SLEEVENOTE:FALL ARREST DESIGN BUILD MFR TO PROVIDE THE REQUIRED FASTENERS AND BASE PLATE INFORMATIONVAPOR BARRIER PER BE CONSULTANTROOF ASSEMBLY PER SCHEDULE8" MIN./20" MAX.2"6"PERIMETER FASTNERS & COVER STRIP PER BE5' - 0"3' - 0"1' - 6"1' - 6"PLANCLAMPING RING w/TOP-MOUNTED SCREWS2" RING AT OVERFLOW DRAINOVERFLOW DRAIN MAIN ROOF DRAINSECTION2'-0"2"NOTE: SEE BE DETAIL FOR ADDITIONAL WATERPROOFING AND INSULATION INFORMATIONOVERLAP ROOF MEMBRANE PER BE & MFR. AT PERIMETER6"TYP.6"WALL ASSEMBLY PER SCHEDULEEXT.INT.GRIDPLYWOOD SHEATHINGLAP ROOFING MEMBRANE OVER WRB FROM BELOWMETAL FLASHING WITH DRIP EDGEROOF ASSEMBLY PER SCHEDULEMETAL END CAP FLASHING WITH DRIP EDGEAIR/VAPOR BARRIER PER BE CONSULTANTPT BLOCKINGDASHED LINES INDICATES OUTRIGGER FRAMINGBLOCKING AT OUTRIGGERSBEAM PER STRUCTURALBATT OR MINERAL WOOL INSULATIONWRB PER BE CONSULTANTGUTTER PER SPEC.AIR/VAPOR BARRIER PER BE CONSULTANT.LAP AIR VAPOR BARRIER ONTO WRB BELOW. SEAL AIR VAPOR BARRIER AT OUTRIGGER INTERSECTIONSBLOCKING INFILL AS SUBSTRATE FOR AIR VAPOR BARRIER1/2"PLAIN CUT PLYWOOD SOFFIT, FINISH PER SPEC.GLU-LAM TRIMPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:56 PMA604ROOF DETAILS16-0996CheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20211 1/2" = 1'-0"1PARAPET SECTION, TYP1 1/2" = 1'-0"9CONDUCTOR HEAD1 1/2" = 1'-0"5NOTCHED SCUPPER1 1/2" = 1'-0"6PARAPET SECTION @ SCUPPER NOTCH6" = 1'-0"13HIGH TO LOW PARAPET FLASHING3" = 1'-0"11GUTTER SECTION3" = 1'-0"16METAL ROOF EDGE1 1/2" = 1'-0"17ROOF INTERSECTION @ GALLERY/GYM3" = 1'-0"2FALL ARREST ANCHOR DETAIL1" = 1'-0"20TYP. ROOF DRAIN3" = 1'-0"27EAVE DETAIL @GALLERY ROOFNO. DESCRIPTION DATE10/20/2021 BASE PER INTERIORFINISH FLOOR PER SCHED.WALL PER PLANS & ASSEMBLYSUSPENDED ACOUSTICAL TILE (WHERE OCCURS)SOUND ATTENUATION BATTINSULATION WHERE APPLIES, (PROVIDE ACOUSTIC SEALANT AT SILL PLATE-BOTH SIDES)PER R.C.P.UNDERSIDE OF ROOF SHEATHING.BASE PER INTERIORFINISH FLOOR PER SCHED.SOUND ATTENUATION BATTINSULATION WHERE APPLICABLE, (PROVIDE ACOUSTIC SEALANT AT SILL PLATE-BOTH SIDES)SUSPENDED ACOUSTICAL TILE(WHERE OCCURS)UNDERSIDE OFROOF SHEATHINGPER RCPWALL ASSEMBLY PER SCHEDULEPOP-RIVET THIS SIDE ONLYFASCIA MOLDINGPER MANUFACTURERCHANNEL MOLDING.1 -1/2"45°45°45°45°STEEL STUDCOMPRESSION POSTARMSTRONGCROSS TEE#12 HANGERWIREARMSTRONGMAIN BEAMMAIN STRUCTURALRUNNER 4'-0" O.C.RECESSEDFIXTURECROSS TEE12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE. FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR.12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT.60°MAX. TYP.45°45°45°45°ATTACH MEMBERS @PERIMETER & TWO ADJ.WALLS ONLY.2" PERIMETER WALL ANGLEACOUS. TILEPROVIDE 3/4"SPACE @ OPP. WALLMAIN RUNNER OR CROSS TEE3 TURNS MIN. (TYP.)12 GA. VERT.WIRE (TYP.)CROSS TEEMAIN RUNNERLATERAL FORCE BRACING 4 EA. 12 GA. WIRE SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE INTERSECTION & SPLAYED90" FROM E.A. OTHER@ 12'-0" O.C. IN BOTHDIRECTIONS W/FIRSTPOINT WITHIN 4'-0"FROM EA. WALL12 G.A. VERT. HANGER WIRE @ 4'-0" O.C. BOTH WAYSNOTE:NOTE:NOTE:NOTE:PROVIDE CROSS-BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM @ 12'-0" O.C. BOTHWAYS WITH NO. 12 GAUGE WIRES PER ASTM C635 AND ASTM C636. THE HORIZONTAL RESTRAINTPOINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT MORE THAN 12' O.C. IN BOTHDIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. TO FACILITATE INSTALLATION,MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE PERIMETER MEMBER AT TWOADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THEOTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE WALL STRUCTURE AND SHALLBE BRACED BY LATERAL FORCE BRACING AT 12' O.C. MAXIMUM. NON-COMBUSTIBLE STRUT CAPABLEOF RESISTING VERTICAL COMPONENTSINDUCED BY BRACING WIRES. FASTENSECURELY TO STRUCTURE ABOVE.8" MAX6 1/4"6 1/4"8" MAXGYM DIVIDER UNIT PER SPEC.; COORDINATE MOUNTING WITH MFR.. BASED ON MFR. INSTRUCTIONSROOF FRAMING PER STRUCT.ROOF ASSEMBLY PER SCHEDULEEQEQGYMSIMPSONA35 EA ENDOF BLOCKING2 X 10BLOCKING @EA ATTACHMENTCONNECT SHEATHINGW/(2) ROWS OF#8 X 2 -1/4"WOOD SCREWS @6" OCWALL TYPE PER WALL ASSEMBLIESSINSULATION PER WALL TYPEPLUMBING CENTERED IN WALL CAVITY WHERE OCCURSADDITIONAL 3-1/2" BATT INSULATION IN EACH FRAMING BAY WHERE PLUMBING IS LOCATED 5/8" GWB -CONTINUOUSBEHIND CABINETSSTUD FRAME PERWALL ASSEMBLY.SEMI-RECCESSED FIRE EXTINGUISHER CABINET4'-8" AFFPLAN VIEWSECTIONWALL TYPE PER ASSEMBLYMAX4"GALLERYROOMWALL ASSEMBLY PER SCHEDULEREVEAL REGLET PER SPEC., TYP.GLU-LAM COLUMN PER STRUCT.1" TO 1 1/2"3"4"1/8"(2)1/8" THICK X 1 3/4" WIDE X 24' TALL MILD STEEL PLATE, BLACKENED WITH PATINA.MECHANICALLY FASTEN TO COLUMN RECESS W/ SINGLE LED STRIP. LED FIXTURE PER ELEC. SPEC. BAYLIS TO COORDINATE RECESS DIMENSIONS W/SIDER & BEYERS ONCE FIXTURE IS SELECTED.1/2"1"VERTICAL KNIFE PLATE BELOW - EXTEND TO FACE OF COLUMN BOLTS BELOW, PERSTRUCTURAL,KNIFE PLATE FULLDEPTH @ EXTERIORFLOOR PLAN461' - 6"RECESSED LINEARLIGHT SOURCEGLU-LAM COLUMN PER STRUCTSTEEL KNIFE PLATECONNECTORGRID17A605WINDOW SYSTEMGLULAM BEAMS PER STRUCTROOF/CLG ASSEMBLY AS SCHEDULEDPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:57:59 PMA605INTERIOR DETAILS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/20213" = 1'-0"2A.C.T. & GWB. CEILING @ WALL3" = 1'-0"4CEILING @ FULL HT. WALL3" = 1'-0"6SEISMIC SEPARATION JOINT3" = 1'-0"7SUSP. CEILING COMPRESSION STRUT1" = 1'-0"10TYP. LIGHT FIXTURE BRACING1" = 1'-0"16SUSPENDED CEILING BRACING - SEISMIC1 1/2" = 1'-0"13GYM DIVIDER1 1/2" = 1'-0"14PLUMBING WALL1 1/2" = 1'-0"15RECESSED FIRE EXTINGUISHER3" = 1'-0"17REVEALS @ INT. COLUMN (PLAN VIEW)1" = 1'-0"25PARTIAL INT. COLUMN ELEVATIONNO. DESCRIPTION DATE10/20/2021 22BE3'-6 1/2"14'-10"3'-8 1/2"23'-10"5'-2"3'-8 1/4"A60611EF5.548'-7 1/4"3'-0"42'-9 1/4"3'-9 1/2"3 '-0 "1A60610E.327'-0"10"3'-0"2x4 ALUMINUM SUN SHADE FASCIA/ FRAMING METAL FLASHINGWRB PER BE ALUMINUM GRATING PER SPEC.HEADER PER STRUCT.NOTE: 1. SUN SHADE IS BIDDER DESIGNED. GC TO COORDINATE WITH ARCHITECT AND STRUCTURAL CONSULTANT AS NECESSARY.2. ALL SUNSHADE EXPOSED FINISH MATERIALS TO BE POWDER COATED.2'-6"TYP.METAL CORNER TRIM PER MFR. Z METAL PER MFR. TYP.WALL ASSEMBLY PER SCHEDULEVERIFY8 1/2"ALUMINUM SUN SHADE PER DESIGN-BUILDPOST PER STRUCT. TYP.1 1/2"VERIFY2 1/2"WRB & RAINSCREEN PER BE CONSULTANTRIGID INSULATIONFLAT PANEL METAL SIDING.COLOR TO MATCH ADJACENT CORRUGATED METAL SIDINGPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2020BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:STATE OF WASHINGTONREGISTEREDARCHITECT8/27/2021 1:58:01 PMA606SUN SHADE PLAN &DETAILS16-0996AuthorCheckerFAMILY FIRST COMMUNITYCENTERRENTON, WABID SET09/01/202121084161/4"=1'-0"1/4" = 1'-0"30WEST SUN SHADE1/4" = 1'-0"25SOUTH SUN SHADE -1SOUTH SUN SHADE -23" = 1'-0"1SUN SHADE @ WINDOW3" = 1'-0"11SUN SHADE @ W. ELEV. (PLAN)NO. DESCRIPTION DATE10/20/2021 6677DDEEE.2E.2FF8.28.25.55.588E.3E.3HealthPoint Enlarged Plan - Finish1PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021FINISH SCHEDULE NOTESGENERAL NOTESFINISH PLAN LEGENDHEALTHPOINT FINISH SCHEDULEMARKDESCRIPTIONLOCATIONMANUFACTURER / CONTACTMODEL # / SPECIFICATIONCPT-5CCARPET TILE WAITING ROOM OFFICESSHAW CONTRACTPAUL GIBIAN425-941-7197COLLECTION: DIFFUSESTYLE: 9x36 5T185COLOR: MOVEMENT 75481T-1CFLOOR TILEPER PLANT-3CWALL TILEPER PLANG-1CGROUTGROUT AT T-1CG-3CGROUTGROUT AT T-3CREFER COMMON AREA FINISHLEGENDLVP-3CVINYL PLANK FLOORING HALLWAYS EXAM ROOMSARMSTRONGCOLLECTION: PARALLEL 20COLOR: LA JOLLA SHORE J6216SIZE: 12x24INSTALLATION: ASHLARLINO-1CLINOLEUM SHEET GOOD CASEWORKFORBO MARMOLEUMCOLLECTION: REALCOLOR: 3137 ' SLATE GREY'RB-3CRUBBER BASETYPICAL ALL CON, CPT, ANDLVP LOCATIONSCONC-2CSEALED CONC FLOORSTORAGE, ELEC, ANDEQUIPMENT ROOMSSS-3CSOLID SURFACEQUARTZCOUNTERSRESTROOMSCORIAN BY DUPONTCOLOR: SANDSTONETHICKNESS: 1/2"1/16" RADIUS EASED EDGEPL-7CHIGH PRESSURE LAMINATE(HPL) CASEWORKCOUNTERTOPSNEVAMARCOLOR: VETA SHADOWSVE6001TMATTE FINISHPL-8CHIGH PRESSURE LAMINATE(HPL) CASEWORKVERTICAL FACESWILSONARTCOLOR: FUSION MAPLE7909-60MATTE FINISHPT-15CWALLS AND CEILINGSPER PLANBENJAMIN MOOREECO-SPEC INTERIOR LATEXCOLOR: NATURAL WICKER OC-1EGGSHELLPT-16CHM FRAMESPER PLANBENJAMIN MOOREIMPERVEX 309COLOR: CHELSEA GRAY HC-168SEMI-GLOSSPT-17CACCENT WALL COLORPER PLANBENJAMIN MOOREECO-SPEC INTERIOR LATEXCOLOR: CINNAMON 2174-20EGGSHELLPT-18CACCENT WALL COLORPER PLANBENJAMIN MOOREECO-SPEC INTERIOR LATEXCOLOR: FRASER FIR 503EGGSHELLPT-19CACCENT WALL COLORPER PLANBENJAMIN MOOREECO-SPEC INTERIOR LATEXCOLOR: SUNTAN YELLOW 2155-50EGGSHELLREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDREFER COMMON AREA FINISHLEGENDSDT-1CSTATIC DISSIPATIVE TILE SERVER ROOMCOLLECTION: EXCELON SDTCOLOR: 51956 ' FOSSIL GREY'ARMSTRONG Waiting Room West4Medical Pod - West18Typical Exam Room - Enlarged Plan9Medical Pod - Enlarged Plan14Typical Exam Room North10Typical Exam Room East11Typical Exam Room South12Typical Exam Room West13Waiting Room North1Waiting Room East2Waiting Room South3Group Ed North5Medical Pod - North15Medical Pod - East16Medical Pod - South17Group Ed East6Group Ed South7Group Ed West8HP 200HealthPoint - Interior ElevationsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 GENERAL NOTES Dental Exam North1Dental Exam East2Dental Exam South3Dental Exam West4Dental Equip North5Dental Equip East6Dental Equip South7Dental Equip West8Counseling 2 North9Counseling 2 East10Counseling 2 South11Counseling 2 West12Counseling 1 North13Counseling 1 East14Counseling 1 South15Counseling 1 West16Clinic Mgr North17Clinic Mgr East18Clinic Mgr South19Clinic Mgr West20HP 201HealthPoint - Interior ElevationsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 GENERAL NOTES K-3331UNDERTONESINKSSTAINLESS STEELLab / Sterilization North14Lab / Sterilization South16Lab / Sterilization - Enlarged Plan13Work Room North1Work Room East2Work Room South3Work Room West4HP 115 - RR North5HP 115 - RR East6HP 115 - RR South7HP 115 - RR West8HP 116 - Phleb North9HP 116 - Phleb East10HP 116 - Phleb South11HP 116 - Phleb West12Lab / Sterilization East15Lab / Sterilization West17HP 111 - RR North22HP 111 - RR East23HP 111 - RR South24HP 111 - RR West25HP 112 - Med North18HP 112 - Med East19HP 112 - Med South20HP 112 - Med West21HP 110 - Pano North26HP 110 - Pano East27HP 110 - Pano South28HP 110 - Pano West29HP 113 - Server Rm North30HP 113 - Server Rm East31HP 113 - Server Rm South32HP 113 - Server Rm West33HP 202HealthPoint - Interior ElevationsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 GENERAL NOTES HP North Corridor - North1HP North Corridor - South2HP East Corridor - East3HP East Corridor - West4HP West Corridor - East5HP West Corridor - West6HP South Corridor - North7HP South Corridor - South8HP 203HealthPoint - Interior ElevationsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 GENERAL NOTES Medical/Dental Reception Counter7Medical/Dental Reception Counter10Medical/Dental Reception Counter8Microwave/Printer Shelf Cabinet2Exam Sink Base3Exam Drawer Base4Wall Shelf5Work Counter1OPENCOUNTERTOP,REF ELEVATIONS& FINISH SCHED(9) 1" DIA HOLESSNEEZE GUARD PANELCLSneeze-guard Elevation Detail9Chair Rail Detail12Fixed Glass Wall - Head13Fixed Glass Wall - Jamb, Typ14HP 300HealthPoint - Interior DetailsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 Base Cabinet - Single Drawer5Base Cabinet - Refrigerator or Hydrim6Base Cabinet - Sink7Base Cabinet - Drawers8Shelf Cabinet1Wall Cabinet2Autoclave Tower4Countertop Types9HEAVY DUTY PLAM PULL-OUT EQUIPMENT SHELFW/ 3/4" SOLID SURFACETOP; TYP OF (3)5/4" PLAM DRAWER SIDESW/ 3MM PVC EDGE BAND,TYP .DRAWER W/PLAM FRONTPLAM DOOR FRONTNOTES:- PROVIDE 3MM PVC EDGE BAND ON ALL EXPOSED PLAM EDGES, TYP.- PROVIDE MOISTURE RESISTANT MDF/PLYWOOD AT WET AREAS, TYP.- PULL-OUT SHELVES TO BE EQUIPPED WITH 200 LB SLIDES FOR HEAVY EQUP.BASE PER FINISHSCHEDULECASEWORK EDGEBEYOND; ALIGN TOEDGE OF ADJACENTCOUNTERTOP TYP.PULL, TYP.PULL, TYP.SCRIBE TO CEILINGWHERE INDICATED,REF ELEVATIONSAUTOCLAVEAUTOCLAVELOCATE POWER CLEAR OFEQUIPMENT AND SHELF, TYPSTATIMVENT, PROVIDE EXHAUST,REF MECHPROVIDE GRILLE FOREXHAUSTDRAIN OUTLET BOXHP 301HealthPoint - Interior DetailsPROJECT NUMBER:PROJECT MANAGER:DRAWN BY:COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.REVISIONS:16-0996MHACheckerFAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATEMiller Hayashi Architects118 North 35th St. Suite 200Seattle, Washington 98103Tel: 206 634 0177Fax: 206 634 0167BID SET 10/20/2021 10/20/2021 10/20/2021 10/20/2021 10/20/2021 PIPE PENETRATION AT SLAB - VAPOR RETARDER SCALE: 3"=1'-0"4BE100CONDUIT BY OTHERSPRE-CUT VAPOR RETARDERPIPE BOOTTAPE VAPOR RETARDERPIPE BOOT TO FIELDVAPOR RETARDERPRE-CUT VAPOR RETARDERPIPE BOOTPER MANF.CUT AN 'X' THE SIZE OFPIPE DIAMETERSUB-SLAB VAPOR RETARDERATOP DRAINAGE MEDIUMPER CIVIL - SEAL AT JOINTSTAPE OR MASTIC VAPORRETARDER PIPE BOOTTO PIPE PENETRATIONPER MANUFACTURERSLAB ON GRADEPER STRUCTURALWRB (AB) LAP OVER SAM AND UPPER LEGOF METAL FLASHINGCLADDING O/ FURRING PER ARCHSAM LAP OVER VAPOR RETARDERMETAL FLASHING PER ARCHEARTH & COMPACTED FILLPER CIVILVAPOR RETARDER EXTENDS UP CONCRETESLAB EDGEFOUNDATION WALL TO SLAB ON GRADE TRANSITIONSCALE: 3"=1'-0"3BE100BASE OF WALL AT FOOTINGSCALE: 3"=1'-0"5BE100SLOPEMETAL FLASHING PER ARCH2" MIN2" MINUPPER WRB (AB) LAPPED O/AND SEALED TO SAM6" MIN.BASE OF WALL AT SOFTSCAPE, TYP.SCALE: 3"=1'-0"7BE100WRB (AB)SAMCLADDING O/ FURRING PER ARCH2"ELASTOMERIC COATING PER ARCHCONCRETE CURBFINISH PER LANDSCAPE15 MIL SUB-SLAB VAPORRETARDER ATOP DRAINAGEMEDIUM PER CIVILFOOTING PERSTRUCTURALWRB (AB)UPPER WRB (AB) LAPPED O/ AND SEALED TOSAMSAMVAPOR BARRIER CORNERTRANSITION SHEET - SEALTO CONCRETE STEM WALLCLADDING O/ FURRING PER ARCHBELOW GRADE SAM WATERPROOFING2"DRAIN PIPE & SLOPE PER CIVIL6"COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceBELOW GRADE DETAILSBE10010/20/2021 UPPER WRB (AB) LAPS & SEALSO/ LOWER WRB (AB) & FLASHINGMETAL FLASHING O/ BLOCK,FINISH PER ARCHPT WD BLOCK, SIZE PER ARCH - CLAD W/METAL, FIN PER ARCHSEALANT JNT O/ CC BACKER RODSAM TARGET O/ WRB BEHIND BLOCKFIELD WRB (AB) FROM BLWRAINSCREEN CLADDING O/ FURRINGPER ARCHHAND RAIL, DOWNSPOUT, ETCATTACHED W/ SEALANT SET FASTENERS12"MOUNTING BLOCK, TYP.SCALE: 3"=1'-0"8BE200PERMANENT PIPE PENETRATION, TYP.SCALE: 3"=1'-0"7BE20012"WRB (AB)SEALANT O/ BACKER ROD BETWEENCLOSURE METAL & CLADDING AT SIDES& BOTTOMPRE FIN CLOSURE METALO/ BLOCKPIPE PENETRATIONUPPER WRB (AB) LAPS & SEALS O/LOWER WRB (AB) & FLASHINGRAINSCREEN CLADDING O/ FURRINGPER ARCHLIQUID FLASHING AROUND & ONTOPIPE PENETRATION PER MFR3" MIN3" MINBLOCKING PER STRUCTUREMETAL FLASHING PER ARCHWALL HYDRANT PENETRATIONSCALE: 3"=1'-0"5BE200RAINSCREEN CLADDING O/ FURRINGPER ARCHUPPER WRB (AB) LAPPED O/ FLASHING & SEALEDTO LOWER WRB (AB)1/2"SEALANT O/ BACKER ROD BETWEENCLOSURE METAL & CLADDING AT SIDES& BOTTOMLOWER WRB (AB)2 PIECE 24 GA PRE FIN CLOSURE METAL O/ XPSINSULATION. MAINTAIN 3" VERTICAL OVERLAPBETWEEN PRE FIN METALLIQUID FLASHING 2" O/ WRB& 1" O/ FIXTURE BODYCLOSED CELL SPRAY FOAM BEHIND FIXTURE (AB)PRE FIN METAL FLASHING W/ HEMMED DRIPO/ FIXTURE BLOCKNOTE: CLADDING SYSTEM VARIES BY ASSEMBLYLIQUID FLASHING 2" O/ WRB& 1" O/ FIXTURE BODYWALL HYDRANT PER ARCHSET & SECURE FLUSH W/ CLADDING PRIOR TOINSTALLATION OF LIQUID FLASHING3" MINKNIFEPLATE AT FRAMED WALLSCALE: 3"=1'-0"6BE200RAINSCREEN CLADDING O/ FURRINGPER ARCHFIELD WRB (AB) - LAP & SEAL TO TARGET WRBWRB TARGET - RECESS INTOSHEATHING AS REQUIREDCONT FILLET SEAL AT ALL SIDESSEALANT JOINT O/ C.C. BACKER RODLOWER FIELD WRB (AB)FRAMING PERSTRUCTURALLIQUID FLASHING FROM WRBEXTENDS 1" MIN O/ ALL SIDES OF KNIFEPLATE3" MIN3" MINRAINSCREEN CLADDING O/ FURRINGPER ARCHINSIDE CORNER AT VERTICAL METAL CLADDING, TYP.SCALE: 3"=1'-0"2BE2003" MIN LAP EACH SIDEWRB (AB)RAINSCREEN CLADDING O/ FURRINGPER ARCHWRB (AB)3" MIN LAP EACH SIDEOUTSIDE CORNER AT VERTICAL METAL CLADDING, TYP.SCALE: 3"=1'-0"1BE2003" MIN3" MIN3" MIN 3" MINRAINSCREEN CLADDING O/ FURRINGPER ARCHINSIDE CORNER AT HORIZONTAL CORRUGATED CLADDING, TYP.SCALE: 3"=1'-0"4BE2003" MIN LAP EACH SIDEWRB (AB)RAINSCREEN CLADDING O/ FURRINGPER ARCHWRB (AB)3" MIN LAP EACH SIDEOUTSIDE CORNER AT HORIZONTAL CORRUGATED CLADDING, TYP.SCALE: 3"=1'-0"3BE2003" MIN3" MIN3" MIN 3" MININSIDE CORNER TRIM PER MFROUT SIDE CORNER TRIM PER ARCHMETAL FLASHING W/ DRIP EDGE ANDFOLDED END DAMS O/ BLOCK, FINISHPER ARCH. INSTALL OVER FURRINGOUTLINE OF FIXTURESEALANT SET FLANGE TO WRB, ALLAROUNDRAINSCREEN CLADDING O/ FURRINGPER ARCHQUICKFLASH OR ARLINGTON FRSERIES, TO MATCH ELECTRICAL BOXTRIM PER ARCHITECT12"SAM OR LIQUID FLASHING O/ SIDESAND TOP OF FLANGE, INSTALL INWEATHER LAPPED FASHIONBACKER ROD & SEALANTTRIM OVER PANEL EDGE PER ARCH, TYP.CC SPRAY FOAM BEHIND WIREPENETRATIONTYP ELECTRICAL PENETRATION AT FIBER CEMENTSCALE: 3"=1'-0"9BE200UPPER WRB (AB) LAPPED O/ FLASHING & SEALEDTO LOWER WRB (AB)3" MININSIDE CORNER TRIM PER ARCHOUT SIDE CORNER TRIM PER ARCHCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceWALL DETAILSBE20010/20/2021 STEP 1:INSTALL WRB TARGETMEMBRANESTEP 2:INSTALL PIPEPENETRATION O/TARGET WRBSTEP 3:INSTALL LIQUID FLASHING 2" MINO/ WRB BASE SHEET & 1" MINONTO PENETRATION.STEP 4:LOWER FIELD WRB -INSTALL UNDER TARGET WRBSTEP 5:SEALED LAPS PER MFRPLUMBING INSTALLATION SEQUENCENOT TO SCALE9BE2012" MIN.1" MINSTEP 6:UPPER FIELD WRB -LAP O/ WRB BLWSTEP 7:SEALED LAPS PERMFRKNIFEPLATE INSTALLATION SEQUENCE OPTION 1NOT TO SCALE1BE201NOTE:PROVIDE CONT SEALANT JNT O/ CC BACKER RODAT CLADDING/ KNIFEPLATE INTERFACE U.O.N.STEP 2:ATTACH KNIFEPLATE PER STRUCT.STEP 6:UPPER FIELD WRB (AB) LAP O/WRB (AB) BLW. CUT AROUND KNIFEPLATE SO WRB LAYS FLATSTEP 1:INSTALL WRB TARGET MEMBRANEUNDER KNIFEPLATESTEP 4:LOWER FIELD WRB (AB) - INSTALL UNDERWRB BASE SHEETSTEP 7:SEAL ALL JOINTS FROM UPPER FIELDWRB (AB) TO TARGET AND LOWER FIELDWRB (AB)STEP 5:SEAL WRB BASE SHEET TOLOWER FIELD WRBSTEP 3:LIQUID FLASHING FROM WRB TARGETONTO KNIFEPLATEKNIFEPLATE INSTALLATION SEQUENCE OPTION 2NOT TO SCALE5BE201NOTE:PROVIDE CONT SEALANT JNT O/ CC BACKER RODAT CLADDING/ KNIFEPLATE INTERFACE U.O.N.STEP 3:ATTACH KNIFEPLATE PER STRUCT.STEP 8:UPPER FIELD WRB (AB) LAP O/WRB (AB) BLW. CUT AROUND KNIFEPLATE SO WRB LAYS FLATSTEP 2:INSTALL WRB TARGET MEMBRANEUNDER KNIFEPLATE, RECESS INTOREMOVED SHEATHINGSTEP 6:LOWER FIELD WRB (AB) - INSTALL UNDERWRB BASE SHEETSTEP 9:SEAL ALL JOINTS FROM UPPER FIELDWRB (AB) TO TARGET AND LOWER FIELDWRB (AB)STEP 7:SEAL WRB BASE SHEET TOLOWER FIELD WRBSTEP 5:LIQUID FLASHING FROM WRB TARGETONTO KNIFEPLATE, EXTENDS 1" MIN O/ ALLSIDES OF KNIFEPLATESTEP 4:INSTALL CONTINUOUS FILLET SEAL AT ALLSIDES OF KNIFEPLATE2" MIN.1" MIN 2" MIN.1" MIN STEP 1:REMOVE SHEATHING ATLOCATION OF KNIFE PLATECOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceWALL DETAILSBE20110/20/2021 WINDOW / DOOR MEMB. FLASHING SEQUENCE, TYP.SCALE: 3"=1'-0"5BE3005.INSTALL JAMB FF SAM BOOT O/ FFSAM AT SILL -LAP O/ & ADHERE TOJAMB CONDITION58"3.INSTALL FF SAM FLASHING ATSILL CONDITION.3DOG-EAR FOLD AT METAL BACKANGLE TO JAMB TRANSITION -SEE ADJACENT DETAILSFF SAM SILL FLASHING O/ WRBPRESTRIP.USE ROLLER TO ACHIEVE OPTIMUMADHESIONFIELD-CUT FF SAM GUSSETS ASREQUIRED TO PROVIDE CLOSUREAT CORNERS4.INSTALL FIELD-FABRICATEDGUSSETS AT CORNERS.41. INSTALL WRB PRESTRIP AT SILL.2. INSTALL METAL BACK ANGLE.NOTES:A. WALL CLADDING NOT SHOWN FOR CLARITY.12MINIMUM 18 GAUGE G90 GALV.BACK ANGLE - COORDINATELOCATION W/ BACKSET OF WINDOWTRIM WRB FLUSHAT JAMBS & SILL CONDITIONS19"10"9"9"8. INSTALL LIQUID FLASHING OVERWRB AT JAMBS AND HEAD. EXTENDLIQUID FLASHING FOR FULLCOERAGE INSIDE ROUGH OPENING.7.INSTALL WRB PRESTRIP ATWINDOW HEAD POSITIVELY LAPPINGOVER WRB (AB) AT JAMBS.79"11.75"6. INSTALL WRB AT JAMB STARTINGAT 1" ABOVE TOP OF METAL BACKANGLE - MAINTAIN POSITIVE LAP O/ FFSAM AT SILL CONDITION.HOLD 1" HIGHER THANTOP OF BACK ANGLE.66"9"11. INSTALL 2" LIQUID FLASHING O/ FLANGE OF WINDOW AT HEAD &JAMB CONDITIONS.10. INSTALL NEW WINDOW UNIT -FASTEN PER MFR.10A. PRIOR TO PLACEMENT OFWINDOW, V NOTCH LOWER NAIL FIN3" FROM JAMBS & AT EA. VERTICALMULLION.V NOTCH OR SQUARENOTCH WEEP HOLE10A109. INSTALL CONT. BEAD OF SEALANTAT OUTSIDE FACE OF METAL BACKANGLE. INSTALL SHIMS AT INTERVALSAS REQUIRED PER WINDOW MFR.1"SET EXTRUSION OF WINDOW INTOCONT. CONTACT W/ SEALANT. TURNSEALANT UP 1" AT JAMBS.INTERVAL & COVERAGE OF SHIMSPER WINDOW MFR91"15. INSTALL FIELD WRB O/ WRBPRESTRIP AT JAMBS. SEAL ALLSEAMS PER MFR.16. INSTALL CONT. BACKER ROD &SEALANT JOINT AT JAMBS & HEADPER WINDOW DETAILS.1313. INSTALL FIELD WRB.POSITIVELY LAP O/ METAL HEADFLASHING.14. TUCK FIELD WRB. AT SILL U/SILL CONDITION WRB PRESTRIP.SEAL JOINTS PER MFR.1312. INSTALL FLASHING (FINISH PERARCH). EXTEND END DAMS PASTJAMB CONDITION AS REQUIRED TOEXTEND BEYOND SEALANT JOINTS ATJAMBS (NOT SHOWN).1/2"3/8"HEAD DEPTHVARIESFOLDED,UNBROKEN END DAMCOORDINATE DIMENSION OFLOWER FLASHING LEG W/OPERATION OF WINDOW / DOOR4"9"11.75"86"14131215312"2"2"FIELD VERIFYDOG-EAR FOLD TOWARDS THE EXTERIOR -DO NOT CUTFOLD OVER METAL BACK ANGLEFOLD UP METAL BACK ANGLEINSTALL AT ROUGH OPENING SILLFOLD OUT 3" MIN ONTO EXTERIOR FACE OF WALLFF SAM FLASHING AT SILL (LEFT JAMB), TYP.SCALE: 3"=1'-0"1BE300KEY:CUTFOLDFF SAM FLASHING AT SILL (LEFT JAMB), TYP. [RIGHT SIDE = MIRROR]SCALE: 3"=1'-0"4BE3001 DOG-EAR FOLD TOWARDS THEEXTERIOR & LAP BEHIND FF SAM UPTURN ATMETAL BACK ANGLE2 FOLD FF SAM UP & OVER METAL BACKANGLE23 DOG-EAR FOLD LAPPED BEHIND FF SAM UPTURN AT METAL BACK ANGLETURN UP JAMBCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceFLANGED WINDOWINSTALLATIONBE30010/20/2021 1/2"3/8"HEAD DEPTHVARIESFOLDED,UNBROKEN END DAMCOORDINATE DIMENSION OFLOWER FLASHING LEG W/OPERATION OF WINDOW / DOOR4"10.INSTALL NEW WINDOW UNIT -FASTEN PER MFR.1011. INSTALL INTERIOR AIR SEAL AT JAMBS ANDHEAD.12. SEALANT AT MOUNTING CLIPS SHOULD BEINSTALLED ON BOTH SIDE OF THE CLIP.SHIMMOUNTING CLIPS AS REQUIRED BYMANUFACTURER.INTERIOR13. INSTALL FLASHING (FINISH PERARCH) - SET FLASHING INTO CONT.BED OF SEALANT AT WINDOW.EXTEND END DAMS PAST JAMBCONDITION AS REQUIRED TO EXTENDBEYOND SEALANT JOINTS AT JAMBS(NOT SHOWN).14. INSTALL FIELD AB MEMB.POSITIVELY O/ METAL HEADFLASHING. SEAL JOINTS PERMFR.15. TUCK FIELD AB MEMB. ATSILL U/ SILL CONDITION ABPRESTRIP.16. INSTALL FIELD AB MEMBRANEO/ AB PRESTRIP AT JAMBS17. INSTALL CONT. BACKER ROD &SEALANT JOINT AT JAMBS & HEADPER WINDOW DETAILS. (NOT SHOWN)1314151. INSTALL WRB PRESTRIP AT SILL.2. INSTALL METAL BACK ANGLE.3.INSTALL FF S.A.M.. FLASHING ATSILL CONDITION.5.INSTALL JAMB FF S.A.M.. BOOT O/S.A.M. AT SILL -LAP O/ & ADHERE TOJAMB CONDITION6. INSTALL WRB (AB) AT JAMB STARTING AT 2"ABOVE TOP OF METAL BACK ANGLE - MAINTAINPOSITIVE LAP O/ FF S.A.M.. AT SILL CONDITION.7.INSTALL WRB (AB) PRESTRIP ATWINDOW HEAD POSITIVELY LAPPINGOVER WRB (AB) AT JAMBS.9. INSTALL CONT. BEAD OF SEALANT ATOUTSIDE FACE OF METAL BACK ANGLE.INSTALL SHIMS AT INTERVALS AS REQUIREDPER WINDOW MFR.NOTES:A. WALL CLADDING NOT SHOWN FOR CLARITY.WINDOW / DOOR MEMB. FLASHING SEQUENCE, TYP.SCALE: 3"=1'-0"5BE301HOLD 1" HIGHER THANTOP OF BACK ANGLE.12MINIMUM 18 GAUGE G90 GALV.BACK ANGLE - COORDINATELOCATION W/ BACKSET OF WINDOWTRIM S.A.M. FLUSHAT JAMBS & SILL CONDITIONS3DOG-EAR FOLD AT METAL BACKANGLE TO JAMB TRANSITION -SEE ADJACENT DETAILSFULLY ADHERE FOIL FACED S.A.M..SILL FLASHING O/ AB PRESTRIP.USE H& ROLLER TO ACHIEVEOPTIMUM ADHESION5618"9"12"6"18"12"8"712"18"12"18"8. INSTALL LIQUID FLASHING OVERWRB (AB) AT JAMBS AND HEAD.2"SET EXTRUSION OF WINDOW INTOCONT. CONTACT W/ SEALANT. TURNSEALANT UP 1" AT JAMBS.INTERVAL & COVERAGE OF SHIMSPER WINDOW MFR92"FIELD-CUT SA MEMB. GUSSETSAS REQUIRED TO PROVIDECLOSURE AT CORNERS4.INSTALL FIELD-FABRICATEDGUSSETS AT CORNERS.4111216COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceBE301NON-FLANGED WINDOWINSTALLATION10/20/2021 SEALANT JNT O/ C.C. BACKER RODINTERIOR AIR SEAL (AB)LIQUID FLASHING ON WRB PRESTRIPFIBERGLASS WINDOW JAMB AT HORIZONTAL CORRUGATED CLADDING SCALE: 3"=1'-0"6BE302HORIZONTAL CORRUGATED CLADDINGO/ FURRING PER ARCHLIQUID FLASHING O/ WRB (AB) PRESTRIPAND O/ WINDOW FLANGEWINDOW PER ARCHMETAL FLASHING PER ARCHFIBERGLASS WINDOW HEAD AT HORIZONTAL METAL CLADDINGSCALE: 3"=1'-0"7BE302INTERIOR AIR SEAL (AB)WINDOW PER ARCHLIQUID FLASHING O/ WRB (AB) PRESTRIPHORIZONTAL CORRUGATED CLADDINGO/ FURRING PER ARCHMETAL FLASHING PER ARCHW/ FOLDED END DAMSLIQUID FLASHING O/ WRB (AB) PRESTRIPAND O/ WINDOW FLANGESEALANT12"3"METAL FLASHING W/ DRAINAGEWINDOW PER ARCHFOIL FACED SAM SILL FLASHING - EXTENDUP & OVER METAL BACK ANGLEPER BE-300 - FLASH & SEAL O/ WRBINTERIOR AIR SEAL (AB)LIQUID FLASHING ON WRB PRESTRIPMETAL CLADDING O/ FURRINGPER ARCHFIBERGLASS WINDOW HEAD AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"3BE302FIBERGLASS WINDOW JAMB AT VERTICAL METAL CLADDING SCALE: 3"=1'-0"2BE302FIBERGLASS WINDOW SILL AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"1BE302METAL BACK ANGLE & GASKET SEALANT (AB)INTERIOR FINISHES PER ARCHWRB (AB)VERTICAL METAL CLADDINGO/ FURRING PER ARCHWINDOW PER ARCHINTERIOR AIR SEAL (AB)LIQUID FLASHING O/ WRB (AB) PRESTRIPMETAL PANEL CLADDING O/ FURRINGW/ CONT INSECT SCREEN PER ARCHMETAL FLASHING PER ARCHW/ FOLDED END DAMSLAP AND SEAL WRB O/ WRB PRESTRIPSEALANT12"3"METAL FLASHING W/ DRAINAGEPER ARCHMETAL FLASHING PER ARCHSEALANT JNT O/ CC. BACKER ROD W/INTERMITTENT WEEPSMETAL FLASHING WITH FOLDED END DAMPER ARCHLIQUID FLASHING O/ WRB (AB) PRESTRIPAND O/ WINDOW FLANGELIQUID FLASHING O/ WRB (AB) PRESTRIPAND O/ WINDOW FLANGESEALANT JNT O/ CC. BACKER RODWINDOW PER ARCHFOIL FACED SAM SILL FLASHING - EXTENDUP & OVER METAL BACK ANGLEPER BE-300 - FLASH & SEAL O/ WRBHORIZONTAL CORRUGATED CLADDINGO/ FURRING PER ARCHFIBERGLASS WINDOW SILL AT HORIZONTAL CORRUGATED CLADDING SCALE: 3"=1'-0"5BE302METAL BACK ANGLE & GASKET SEALANT (AB)INTERIOR FINISHES PER ARCHWRB (AB)SEALANT JNT O/ C.C. BACKER ROD W/INTERMITTENT WEEPSMETAL FLASHING WITH FOLDED END DAMPER ARCHWINDOW PER ARCHWRB PRESTRIPWRB PRESTRIP EXTEND INTO WINDOWROUGH OPENINGLAP AND SEAL WRB O/ WRB PRESTRIPWRB PRESTRIP EXTEND INTO WINDOWROUGH OPENINGCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceFLANGED WINDOWDETAILSBE30210/20/2021 WINDOW PER ARCHFOIL FACED SAM SILL FLASHING - EXTENDUP & OVER METAL BACK ANGLEPER BE-301 - FLASH & SEAL O/ WRBSEALANT JNT O/ C.C. BACKER RODINTERIOR AIR SEAL (AB)LIQUID FLASHING ON WRB PRESTRIPMETAL CLADDING O/ FURRINGPER ARCHFLANGELESS FIBERGLASS WINDOW HEAD AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"3BE303FLANGELESS FIBERGLASS WINDOW JAMB AT VERTICAL METAL CLADDING SCALE: 3"=1'-0"2BE303FLANGELESS FIBERGLASS WINDOW SILL AT VERICAL METAL CLADDINGSCALE: 3"=1'-0"1BE303METAL BACK ANGLE & GASKET SEALANT (AB)INTERIOR FINISHES PER ARCHWRB (AB)VERTICAL METAL CLADDINGO/ FURRING PER ARCHWINDOW PER ARCHLIQUID FLASHING O/ WRB (AB) PRESTRIPWINDOW PER ARCHINTERIOR AIR SEAL (AB)METAL PANEL CLADDING O/ FURRINGW/ CONT INSECT SCREEN PER ARCHMETAL FLASHING PER ARCHW/ FOLDED END DAMSLAP AND SEACL WRB O/ WRB PRESTRIPFROM BELOWSEALANTMETAL FLASHING PER ARCH12"3"METAL FLASHING W/ DRAINAGEMETAL FLASHING PER ARCHWRB PRESTRIPWRB PERSTRIPSEALANT JNT O/ CC. BACKER ROD W/INTERMITTENT WEEPSWINDOW PER ARCHMETAL BACK ANGLE & GASKET SEALANT (AB)INTERIOR FINISHES PER ARCHMETAL FLASHING PER ARCHSEALANT JNT O/ CC. BACKER ROD W/INTERMITTENT WEEPSFOIL FACED SAM SILL FLASHING - EXTENDUP & OVER METAL BACK ANGLEPER BE-301 - FLASH & SEAL O/ WRBELASTOMERIC COATINGFLANGELESS FIBERGLASS WINDOW SILL AT VERICAL METAL CLADDINGSCALE: 3"=1'-0"4BE303REF DTL 3/A603KNIFEPLATE AT FLANGELESS FIBERGLASS WINDOW HEADSCALE: 3"=1'-0"6BE303LIQUID FLASHING O/ WRB PRESTRIPWINDOW PER ARCHINTERIOR AIR SEAL (AB)METAL PANEL CLADDING O/ FURRINGW/ CONT INSECT SCREEN PER ARCHMETAL FLASHING PER ARCH W/ FOLDED END DAMS. STRIPLEADING EDGE IN W/ LIQUID FLASHING PRIOR TO KNIFE PLATE.LAP AND SEAL WRB O/ WRBPRESTRIP FROM BELOWSEALANTWRB PRESTRIPLIQUID FLASHING FROM AIR BARRIER PRE-STRIPONTO KNIFEPLATEKNIFEPLATE PER ARCH.REF DTL 1/A606BACKER ROD & SEALANTCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceNON-FLANGED WINDOWDETAILSBE30310/20/2021 LIQUID FLASHING ON WRB (AB) PRESTRIPH.M. DOOR HEAD AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"3BE304H.M. DOOR JAMB AT VERTICAL METAL CLADDING SCALE: 3"=1'-0"2BE304VERTICAL METAL CLADDINGO/ FURRING PER ARCHHOLLOW METAL DOOR FRAMEW/ FLASHING FIN PER ARCHLIQUID FLASHING ON WRB (AB) PRESTRIPMETAL PANEL CLADDING O/ FURRINGW/ CONT. INSECT SCREEN PER ARCHMETAL FLASHING PER ARCHW/ FOLDED END DAMSLAP AND SEAL WRB O/ WRBPRESTRIP FROM BELOW12"3"METAL FLASHING W/ DRAINAGEMETAL FLASHING PER ARCHLIQUID FLASHING O/ WRB PRESTRIPAND O/ DOOR FLANGELIQUID FLASHING O/ WRB (AB) PRESTRIPAND O/ DOOR FLANGESEALANT JNT O/ C.C. BACKER RODHOLLOW METAL DOOR FRAMEW/ FLASHING FIN PER ARCHSEALANT SET XPS BLOCK TO INTERIOR SIDEOF DOOR FRAME - ALIGN W/ XPS BLOCK ATHEAD FOR AIR BARRIER CONTINUITYSPRAY FOAM INSULATIONSEALANT SET XPS BLOCK TO INTERIOR SIDEOF DOOR FRAME - ALIGN W/ XPS BLOCK ATHEAD FOR AIR BARRIER CONTINUITYSPRAY FOAM INSULATIONWRB PRESTRIPWRB PRESTRIPHOLLOW METAL DOOR SILL AT CONCRETE, TYP.SCALE: 3"=1'-0"1BE304HM DOOR PER ARCH W/ AIR-TIGHT SWEEPHARDSCAPE PER ARCHCONTINOUS AIR SEAL. ALIGN W/ INTERIORAIR SEAL AT JAMBFOIL FACED SAM W/ LIQUID FLASHING FILLETAT INTERFACE & UPTURNSFOIL FACED SAM SILL FLASHING - EXTENDUP & OVER METAL BACK ANGLEPER BE-300 - FLASH & SEAL O/ WRBLIQUID FLASHING ON WRB PRESTRIPMETAL CLADDING O/ FURRINGPER ARCHLOUVER HEAD AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"7BE304LOUVER JAMB AT VERTICAL METAL CLADDING SCALE: 3"=1'-0"6BE304LOUVER SILL AT VERTICAL METAL CLADDINGSCALE: 3"=1'-0"5BE304METAL BACK ANGLE & GASKET SEALANT (AB)INTERIOR FINISHES PER ARCHWRB (AB)VERTICAL METAL CLADDINGO/ FURRING PER ARCHLIQUID FLASHING O/ WRB PRESTRIPSET METAL BACK ANGLE INTO CONT.SEALANT (AB)METAL PANEL CLADDING O/ FURRINGW/ CONT INSECT SCREEN PER ARCHMETAL FLASHING PER ARCHW/ FOLDED END DAMSLAP AND SEAL WRB O/ WRB FROM BELOWMETAL BACK ANGLE W/ GASKET SEALANT (AB)12"3"METAL FLASHING W/ DRAINAGEMETAL FLASHING PER ARCHSEALANT JNTMECHANICAL LOUVERWRB PRESTRIPSEALANT JNT O/ CC. BACKER RODMECHANICAL LOUVERMETAL FLASHING PER ARCHMETAL BACK ANGLE W/ GASKET SEALANT (AB)SET METAL BACK ANGLE INTO CONT.SEALANT (AB)OUTSWING DOOR SILL AT CONCRETE, TYP.SCALE: 3"=1'-0"9BE304OUT SWING DOOR PER ARCHHARDSCAPE PER ARCHCONTINOUS AIR SEAL. ALIGN W/ INTERIORAIR SEAL AT JAMBFOIL FACED SAM W/ LIQUID FLASHING FILLETAT INTERFACE & UPTURNSSS TRIM FLASHINGCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceDOOR & LOUVER DETAILSBE30410/20/2021 SEALANTMAIN ROOF & OVERFLOW DRAINPER ARCH-OVERFLOW DRAIN TO HAVE2" RING.DO NOT TIE OVERFLOW DRAINSINTO MAIN DRAIN PLUMBINGEACH MAIN DRAIN & OVERFLOW LOCATION TOBE SUMPED - DIMENSIONS OF SUMP PER ARCHCC POLYURETHANE SPRAY FOAM FORCONTINUITY OF AIR BARRIERAIR/VAPOR BARRIERPVC ROOFING SYSTEMPER SPECSNOTE:PROVIDE LOW PROFILE DRAINS &STRAINERS AT DRAIN LOCATIONSUNDER ELEVATED DECKS12" MIN6"ROOF DRAIN AND SUMP SCALE: 3"=1'-0"17BE500ROOF INTERSECTION SCALE: 3"=1'-0"9BE500CLADDING O/ FURRING PER ARCHFASTEN PVC ROOFING TO WALLPER MANUFACTURER2-PIECE METAL REGLETLAP BUTYL SAM O/ UPPER PORTIONOF PVC ROOFINGLAP FIELD WRB O/ BUTYL SAM & UPPERLEG OF METAL FLASHINGGYPSUM COVERBOARDFULLY ADHERED PVC ROOF MEMBRANEAIR/VAPOR BARRIER - CONTUP TO 3" ABOVE ROOF3" MIN. 8" MIN. 12" MIN.12" MIN.HOT WELD PVC BASE TO FLASHINGPER MFRTERM. FIELD PVC W/ FASTENER PER MFRFALL ANCHOR OR OTHER CIRCULAR PENETRATION, TYP.SCALE: 3"=1'-0"7BE500GYPSUM COVERBOARDNOTE:ROOF FALL PROTECTION SYSTEMPER MANUFACTURER.SHEATHING PER ARCHAIR/VAPOR BARRIER.CONTINUOUS UNDER FALLANCHORFULLY ADHERED PVC ROOFINGMEMBRANESEALANT AND STAINLESS STEEL PIPE CLAMPHOT WELD PVC BOOT FLASHINGTO FIELD MEMBRANEPERIMETER FASTENERS AT 12"O.C. FORMING CIRCLEAROUND PENETRATION.PROVIDE COVER STRIPSWELDED TO FIELD MEMBRANE2"6"EXTEND PVC ROOFINGMEMBRANE O/ PARAPETGYPSUM COVERBOARDMETAL CLEATLAP PVC O/ HT BUTYL SAMPARAPET COPING PER ARCHCLADDING O/ FURRINGPER ARCHPLATFORM FRAMED PARAPET AT LOW SLOPED ROOFSCALE: 3"=1'-0"3BE500HOT WELD PVC BASE TOFLASHING PER MFRLAP HT BUTYL SAM O/ WRB (AB)PROVIDE 12" CLEAR VENTING ATTOP OF RAINSCREEN3" MIN.FULLY ADHERED PVCROOFING MEMBRANE4"LAP AIR/ VAPOR BARRIERPRESTRIP O/ WRB FROM BELOW.MINERAL WOOLINSULATIONLAP AIR/VAPOR BARRIER (AB)O/ AIR/ VAPOR BARRIER PRESTRIPLAP UPPER WRB (AB) O/ VAPORBARRIER AND WRB FROM BELOWHOT WELD PVC BASE TO FLASHINGPER MFR3"GUTTER AND DOWNSPOUTPER ARCHPVC COATED METAL EDGEPER ARCHPVC ROOF MEMBRANE PRE-STRIP,LAP O/ AIR/VAPOR BARRIER3"HOT WELD PVC BASE TOFLASHING PER MANUFACTURERCUT EDGE SEALANTFULLY ADHERED PVCROOFING MEMBRANELAP AIR/ VAPOR BARRIERONTO WRB FROM BELOWWRB (AB)CLADDING O/ FURRING PERARCHBLOCKING ATATTACHMENTROOF EDGE DETAIL AT GUTTERSCALE: 3"=1'-0"6BE500METAL CLEATHOT WELD PVC BOOT FLASHINGTO FIELD PVC ROOFING MEMBRANEPIPE PENETRATION, TYP. - PVC BOOTSCALE: 3"=1'-0"8BE500FIELD AIR/ VAPOR BARRIERTERMINATE PVC BOOT W/ SEALANTAND STAINLESS STEEK PIPE CLAMPVAPOR BARRIER FLASHING AROUNDPENETRATION1"3"PVC COATED METALEDGE PER ARCHPVC ROOFING MEMBRANE PRE-STRIPHOT WELD PVC BASE TO FLASHINGPER MANUFACTURERCUT EDGE SEALANTFULLY ADHERED PVCROOFING MEMBRANEAIR/ VAPOR BARRIERSOFFIT PER ARCHLIQUID FLASHING EXTENDS TO THEUNDERSIDE OF THE ROOF DECKSHEATHING AND LAPS OVER WRBFROM BELOW.WRB (AB)ROOF EAVE SCALE: 3"=1'-0"14BE500REF DTL 29/S602FULLY ADHERED PVCROOFING MEMBRANEINSULATION PER ARCHCANT STRIP PER MFRAIR/ VAPOR BARRIERREF DTL 17/A604ROOF AT BASE OF WALL, TYPSCALE: 3"=1'-0"5BE500WRB (AB)3"REF DTL 17/A603GYMEXTERIOR MECH. WELLDOOR HEAD & SILL AT MECHANICAL WELL ACCESSSCALE: 3"=1'-0"19BE500METAL PANEL CLADDING O/FURRING W/ CONTINUOUSINSECT SCREEN PER ARCHLAP AND SEAL FIELD WRB O/WRB PRESTRIP FROM BELOWLIQUID FLASHING O/ WRB (AB)PRESTRIP AND O/ DOOR FLANGEWRB PRESTRIP12"METAL FLASHING W/ DRAINAGEMETAL FLASHING PER ARCHW/ FOLDED END DAMSHOLLOW METAL DOOR PER ARCHLIQUID FLASHING ON WRBPRESTRIPSEALANT SET XPS BLOCK TOINTERIOR SIDE OF DOOR FRAME- ALIGN W/ XPS BLOCK AT HEADFOR AIR BARRIER CONTINUITYGYPSUM COVERBOARDAIR/VAPOR BARRIER -CONTINUOUS UP TO 3"ABOVE ROOFFULLY ADHERED PVCROOFING MEMBRANESPRAY FOAM INSULATIONHOT WELD PVC BASE TOFLASHING PER MANUFACTURERTERMINATE FIELD PVC ROOFINGMEMBRANE W/ FASTENER PERMANUFACTURER3"2-PC REGLET PER ARCHSET MECHANICAL EQUIPMENTON RESILIENT & AIRTIGHT SEALANTPREFABRICATED ROOF CURB PER ARCHMECH. EQUIPMENT SUPPORT CURBSCALE: 3"=1'-0"11B500AIR/VAPOR BARRIER (AB)WRAP MEMBRANE OVER WD NAILER& SECURE12" MIN.12" MIN.TERMINATE FIELD PVC ROOFING W/FASTENER PER MANUFACTURERHOT WELD PVC BASE TO FLASHINGPER MFREQUIPMENT SUPPORT CURBSCALE: 3"=1'-0"12BE500BLOCKING PER STRUCTURALROOF JOISTS PER STRUCT.PVC PROTECTION LAYER2"FIELD PVC ROOFING MEMBRANEROOF MANUFACTURER APPROVEDEQUIPMENT SUPPORT CURBAIR VAPOR BARRIERCLOSED CELLSPRAY FOAMCOPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding ScienceROOF DETAILSBE50010/20/2021 8"UPPER FIELD WRB AND CLADDINGNOT SHOWN FOR CLARITYFIELD WAB ON EXTERIOR WALLFOR AIR BARRIER CONTINUITY BUTYL SAM O/ UPPERPORTION OF PVC ROOFINGPVC ROOFING MEMBRANEPVC ROOFING MEMBRANEPRE-STRIPPVC COATED METAL EDGEPER ARCHLAP AIR/VAPOR BARRIERO/ FIELD WRB FROM BELOWLOW SLOPED ROOF TO WALL SADDLE CONDITIONSCALE: 3"=1'-0"18BE5013"PVC COATED METAL EDGEPER ARCHHOT WELD PVC ROOFING TOPVC COATED METAL FLASHINGPER MANUFACTURERCUT-EDGE SEALANTFULLY ADHERED PVCROOF MEMBRANEPVC ROOF MEMBRANEPRE-STRIP LAP O/ WRB FROMBELOWWRB (AB). LAP AND SEALTO WRB FROM BELOWWRB (AB)EAVE AT GALLERY ROOFSCALE: 3"=1'-0"7BE501ROOF AIR/ VAPOR BARRIER. LAP AIR/VAPORBARRIER ONTO WRB FROM BELOW. SEALAIR/VAPOR BARRIER AT BEAM ANDOUTRIGGER INTERSECTION.SOFFIT INSULATION ANDPLYWOOD NOT SHOWNFOR CLARITYSOFFIT PER ARCHPLYWOOD PER STRUCTROOF DETAILSBE501COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding Science10/20/2021 TYPICAL PARAPET SADDLE SEQUENCE SCALE: 3"=1'-0"17BE502U-SHAPE SA MEMBRANEFROM STEP 2PREFINISHED METALFLASHINGTUCK SA MEMB.U/ SLOPED SHIM & DOWNFACE OF WALL O/WRB (AB)SLOPED SHIM -SLOPE TOWARD ROOFU-SHAPE WRB O/PREF. METAL FLASHING &SA MEMBRANE -PROVIDE CONT.AIR BARRIER SEALANTSTEP #1STEP #2STEP #3SA MEMBRANE GUSSETWRB O/ WALL SHEATHINGHIGH-TEMPSA MEMB FIELD-FABRICATEDFLASHING BOOTEXTERIOR SHEATHING PER WALL TYPEWRB OR ROOFINGUNDER SA MEMBRANEPARAPET FRAMING PER ARCH.FIELD-CUT APPLICATIONOF SA MEMB. (U SHAPE)O/ SA MEMB. FROMSTEP ONETERRACE SADDLESCALE: 3"=1'-0"13BE502CLOSED END PIECECOPING BOOT FLASHING ISOSCALE: 3"=1'-0"15BE-501STEP #2STEP #1SLOPED SHIM -SLOPE TOWARD TERRACETUCK SAM U/ BLOCK & SHIM&LAP O/ EXISTING MEMBRANESA MEMBRANE GUSSETTO COVER SEAM & PINHOLESWRB TARGET O/ WALL SHEATHINGHIGH-TEMPSA MEMB FIELD-FABRICATEDFLASHING BOOTWRB FROM BELOWU SHAPE FIELD-CUT OF SAMO/ TOP OF SAM FROMSTEP ONESTEP ONE HIGH-TEMPSAM BELOW SHOWNDASHEDCOVER W/ METAL COPING BOOT FLASHINGBLOCK OUT SCUPPERSCALE: 3"=1'-0"9BE5021/4" SLOPE MIN.1/4" SLOPE MIN.1/4" SLOPE MIN.STEP #1STEP #2STEP #3STEP #4TARGET WRB ON EXTERIORFACE OF SHEATHINGSURROUND SCUPPEROPENINGPVC ROOF MEMBRANE BASEPLY EXTENDS THROUGHSCUPPER OPENING AND LAPSOUT ONTO WRB TARGETPVC CLAD METAL FLASHING SET INBED OFCONTINUOUS WATER CUT-OFF MASTICPVC FLASHING PLY HOT WELDTO PVC METAL FLASHING - CONT.FLASHING MEMBRANE UP SIDESOF OPENING AND ONTO END DAMSHT BUTYL SAM MEMBRANE ATSCUPPER OPENING, LAP ONTOTARGET MEMBRANES BELOWFILL IN SCUPPER OPENING WITHFRAMING & SHEATHINGSIMILAR TO ADJACENT ASSEBMLYINSTALL FLASHING ONTO INFILLSHEATHING, RECESS BELOW ENDDAMS OF FLASHING BELOWINSTALL FIELD WRB, SHIP LAPTARGET MEMBRANE ONTOFIELD WRBINSTALL FIELD WRB ABOVE, LAPONTO FLASHING AT INFILL FRAMING& CONT. DOWN ONTO FIELDWRB BELOWINSTALL HT BUTYL SAM & COPING PER BE500 DETAILSS C U P P E R W I D T H < 1 4 "FILL CAVITY WITH MINERALWOOL INSULATION -INSULATION NOT SHOWN FORCLARITYFILL CAVITY WITH MINERALWOOL INSULATION -INSULATION NOT SHOWN FORCLARITYFILL CAVITY WITH MINERALWOOL INSULATION -INSULATION NOT SHOWN FORCLARITYFILL CAVITY WITH MINERALWOOL INSULATION -INSULATION NOT SHOWN FORCLARITYROOF DETAILSBE502COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.FAMILY FIRST COMMUNITY CENTER RENTON, WA BID SET 09/01/2112721 30th Ave. NE, 2nd Floor, Seattle, WA 98125206.728.2358 | team4ea.comBuilding Science10/20/2021 10/20/2021 10/20/2021 10/20/2021 10/20/2021 PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.16-0996CRNH1/3/2020 1:32:01 PM NO.DESCRIPTIONDATEC HOLPHGAN.75EXP40 22 ST A T ESHINLANDSCAPNI ASANO3./17/ 2 OFWAGTONEARCHI T E CT BID SET 09/01/2021L203TREERETENTIONWORKSHEET& DETAILSNOTES:RESTRICTIONS:Scale: NTSTREE PROTECTION FENCINGAScale: NTSTREE RETENTION WORKSHEET - AREA 1BScale: NTSTREE RETENTION WORKSHEET - AREA 2CScale: NTSARBORIST REPORTDTREES IN AREA 2***************10/20/2021 10/20/2021 10/20/2021 Scale: 1 1/2"=1'-0"MANUAL DRAIN VALVEAScale: 1 1/2"=1'-0"PIPE TRENCHING AND BACKFILLEScale: 1 1/2"=1'-0"QUICK COUPLER VALVEBScale: 1 1/2"=1'-0"ISOLATION / SHUT-OFF VALVECScale: 1 1/2"=1'-0"REMOTE CONTROL VALVE (WITH SHUT-OFF)DFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.16-0996CRNH1/3/2020 1:32:01 PM NO.DESCRIPTIONDATEC HOLPHGAN.75EXP40 22 ST A T ESHINLANDSCAPNI ASANO3./17/ 2 OFWAGTONEARCHI T E CT BID SET 09/01/2021L302IRRIGATION ROOFPLAN & DETAILSScale: 1"=20'-0"IRRIGATION ROOF PLANF10/20/2021 C HOLPHGAN.75EXP40 2 2 S T A T ESHINLANDSCAPNI ASANO3./17/ 2 OFWAGTONEARCHI T E CTCOPYRIGHT © 2019BID SET 09/01/202110/20/2021 Scale: 1 1/2"=1'-0"GALVANIZED RAISED PLANTERBScale: 1 1/2"=1'-0"CONCRETE MAINTENANCE STRIPCScale: 3/4"=1'-0"STEEL EDGING AT CONCRETE PAVERSHScale: 3/4"=1'-0"PERMEABLE CONCRETE PAVERS GScale: 1"=1'-0"DECORATIVE BOLLARDFSECTIONELEVATIONScale: 3/4"=1'-0"CONCRETE STAIRS & HANDRAILSAScale: 3/4"=1'-0"VEHICULAR PIPE GATE HOLD OPEN POSTEScale: 1/2"=1'-0"VEHICULAR PIPE GATEDPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.16-0996CRNH1/3/2020 1:32:01 PM NO.DESCRIPTIONDATEC HOLPHGAN.75EXP40 22 ST A T ESHINLANDSCAPNI ASANO3./17/ 2 OFWAGTONEARCHI T E CT BID SET 09/01/2021L400LANDSCAPEDETAILS10/20/2021 Scale: 1"=1'-0"BIKE RACKDScale: 1"=1'-0"BENCHAScale: 1"=1'-0"LITTER RECEPTACLEBScale: 1"=1'-0"PICNIC TABLECScale: 1"=1'-0"BIKE LOCKEREPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.16-0996CRNH1/3/2020 1:32:01 PM NO.DESCRIPTIONDATEC HOLPHGAN.75EXP40 22 ST A T ESHINLANDSCAPNI ASANO3./17/ 2 OFWAGTONEARCHI T E CT BID SET 09/01/2021L401LANDSCAPEDETAILS10/20/2021 GROUP EDWAITING ROOMCHECK - INWORK RMCORRIDORMED EXAM RM 1MED EXAM RM 2MED EXAM RM 3MED EXAM RM 4MED EXAM RM 5MED EXAM RM 6MEDICAL PODPANODENTAL EQUIPMEDSTAFFDENTAL EXAMSERVER / STORCOUNSELING 2COUNSELING 1CLINIC MGRLAB / STERILEWCPHLEB17/I-3.0 27/I-3.024/I-3.121/I-3.120/I-3.123/I-3.1 22/I-3.220/I-3.221/I-3.219/I-3.211/I-3.39/I-3.310/I-3.38/I-3.315D/I-3.415B/I-3.415A/I-3.415C/I-3.4 26/I-3.224/I-3.225/I-3.2 23/I-3.2 6 &10/I-3.16 &17/I-3.216/I-3.0 14/I-3.0 18/I-3.315/I-3.317/I-3.3 14/I-3.3 24/I-3.321/I-3.323/I-3.3 20/I-3.3 29/I-3.327/I-3.328/I-3.3 26/I-3.3 12/I-3.49/I-3.411/I-3.4 8/I-3.44/I-3.42/I-3.41/I-3.4 3/I-3.4 14A/I-3.414C/I-3.414B/I-3.4 14D/I-3.4 6C/I-3.46A/I-3.46D/I-3.4 6B/I-3.4 19/I-3.423/I-3.4 25/I-3.48/I-3.54/I-3.56/I-3.5 2/I-3.5 11/I-3.66/I-3.65/I-3.6 9/I-3.612/I-3.620/I-3.616/I-3.622/I-3.618/I-3.64/I-3.74/I-3.818/I-3.8 18/I-3.75/I-3.02/I-3.04/I-3.01/I-3.06/I-3.124/I-3.421/I-3.4 30/I-3.429/I-3.427/I-3.4 5/I-3.33/I-3.31/I-3.34/I-3.3 22/I-3.428/I-3.417/I-3.523/I-3.515/I-3.5 21/I-3.5 2/I-3.6 14/I-3.6 2I-4.04I-4.05I-4.016/I-3.416/I-3.4 OPP15B/I-3.415D/I-3.415A/I-3.415C/I-3.423/I-3.624A/I-3.624B/I-3.6 CHECK-IN131VESTIBULE101LOBBY102MEETING ROOM103DEMONSTRATIONKITCHEN104STOR105MAKER SPACE 1 & 2106SPONS ADMIN129SPONSOR128ADMINCORRIDORLNDRY125LUNCH ROOM124TEEN ROOM123YOUTH ROOM122BABY - TODDLERROOM119ELEC RM115JAN118JAN116FAMILY RR117RR120CHECK -INADMIN121EXITFIRE &WATER112GYMNASIUM110STOR111GALLERY132STAFF CARRELS130MEN'S RR127WOMEN'S RR126WOMEN'S LOCKERSWOMEN'SRESTROOM114MEN'SRESTROOM113DANCE / CLASS107FITNESS ROOM108MEN'S LOCKERSSTOR109SOUTHCORRNORTHCORRMEN'S RRVESTIBULE18/I-3.06/I-3.0 25/I-3.017/I-3.4 18/I-3.4DNDN6I-4.05/I-3.9 2/I-3.96/I-3.916/I-3.9 14/I-3.9 17/I-3.9I-1.0FLOOR PLANPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET1/8" = 1'-0"1FLOOR PLAN12I-4.0INTERIOR WORK FOR HEALTHPOINT BY OTHERSNOTE: SEE FINISH SCHEDULE ON SHEET I-7.0 FOR ROOMSNOT ELEVATED10/20/2021 CHECK-IN131VESTIBULE101LOBBY102MEETING ROOM103DEMONSTRATIONKITCHEN104STOR105MAKER SPACE 1 & 2106SPONS ADMIN129SPONSOR128ADMINCORRIDORLNDRY125LUNCH ROOM124TEEN ROOM123YOUTH ROOM122BABY - TODDLERROOM119ELEC RM115JAN118JAN116FAMILY RR117RR120CHECK -INADMIN121EXITFIRE &WATER112GYMNASIUM110STOR111GALLERY132GROUP EDWAITING ROOMCHECK - INWORK RMCORRIDORMED EXAM RM 1MED EXAM RM 2MED EXAM RM 3MED EXAM RM 4MED EXAM RM 5MED EXAM RM 6MEDICAL PODPANODENTAL EQUIPMEDSTAFFDENTAL EXAMSERVER / STORCOUNSELING 2COUNSELING 1CLINIC MGRLAB / STERILEWCPHLEBT-4CWM-1CT-4C CPT-1CLVP-2CT-4CLVP-2C CPT-1CLVP-2C CPT-1C LVP-1CCPT-1CCONC-1C LVP-1C CONC-1C CPT-3C CPT-3CLVP-1CT-2CCONC-1CT-2CCONC-1CWDF-1CCONC-1CRUB-1CCONC-1CCONC-1CWDF-1C LVP-1C CONC-1CCPT-1C T-4CCPT-1C T-4CCPT-1CLVP-2C LVP-1C CONC-1C STAFF CARRELS130MEN'S RR127WOMEN'S RR126WOMEN'S LOCKERSWOMEN'SRESTROOM114MEN'SRESTROOM113DANCE / CLASS107FITNESS ROOM108MEN'S LOCKERSSTOR109SOUTHCORRLVP-2CCONC-1CDNDNCONC-1CCPT-2CCONC-1C CPT-3CCONC-1CT-4CLVP-1CCONC-2CCONC-2CCONC-1CCONC-2CCONC-1CWDF-1CCONC-2CWDF-1CCONC-2CRUB-1CCONC-2CALIGNALIGNTILE START POINTNORTHCORRMEN'S RRVESTIBULE5I-6.1TYP @ TILE TO CPT4I-6.1TYP @ CONC TO LVP3I-6.1TYP @ CONCTO CPT1I-6.1TYP @ CONCTO TILE2I-6.1TYP @ CONCTO WD FLRRUB-1CCONC-2C2I-6.12I-6.1CONC-1CWM-1CCONC-1C WM-1C6I-6.12I-6.1SIMTYP @ CONCTO RUBBERFLR12I-6.1CPT-1CCPT-1CCPT-1CI-1.1FLOOR FINISH PLANPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET1/8" = 1'-0"1FLOOR FINISH PLANINTERIOR WORK FOR HEALTHPOINT BY OTHERS GROUP EDWAITING ROOMCHECK - INWORK RMCORRIDORMED EXAM RM 1MED EXAM RM 2MED EXAM RM 3MED EXAM RM 4MED EXAM RM 5MED EXAM RM 6MEDICAL PODPANODENTAL EQUIPMEDSTAFFDENTAL EXAMSERVER / STORCOUNSELING 2COUNSELING 1CLINIC MGRLAB / STERILEWCPHLEB2'-0"WD-2C4'-0" PNLSEQEQ4'-0" PNLSEQEQ4'-0"EQEQ4'-0"EQ4'-0"EQ6" RETURN EQ4'-0"6" RETURNWD-2CWD-2CWD-2CWD-1C WD-1C WD-2C6" RETURN WD-1C4 PNLSEQEQEQ4'-0"EQWD-2CWD-2C8'-0"EQ4'-0"EQ4'-0"27I-6.027I-6.027I-6.0WD-2CEQWD-2CCHECK-IN131VESTIBULE101LOBBY102MEETING ROOM103DEMONSTRATIONKITCHEN104STOR105MAKER SPACE 1 & 2106SPONS ADMIN129SPONSOR128ADMINCORRIDORLNDRY125LUNCH ROOM124TEEN ROOM123YOUTH ROOM122BABY - TODDLERROOM119ELEC RM115JAN118JAN116FAMILY RR117RR120ADMIN121EXITFIRE &WATER112GYMNASIUM110STOR111GALLERY132STAFF CARRELS130MEN'S RR127WOMEN'S RR126WOMEN'S LOCKERSWOMEN'SRESTROOM114MEN'SRESTROOM113DANCE / CLASS107FITNESS ROOM108MEN'S LOCKERSSTOR109SOUTHCORRNORTHCORRMEN'S RRVESTIBULEPAINT BAR JOISTS, SPRINKLER PIPINGAND ELEC CONDUIT - PT-10CPAINT BAR JOISTS, SPRINKLER PIPINGAND ELEC CONDUIT - PT-10CPAINT BAR JOISTS, SPRINKLER PIPINGAND ELEC CONDUIT - PT-10CPAINT BAR JOISTS, SPRINKLER PIPING AND ELEC CONDUIT,HVAC DUCTWORK AND SIMILAR ELEMENTS - PT-11C THATOCCUR IN THE OPEN TO STRUCTURE AREAS BETWEENSUSPENDED CEILINGSPT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1C27I-6.126I-6.1I-1.2INTERIOR RCP PLANPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET1/8" = 1'-0"1REFLECTED CEILING PLANINTERIOR WORK FOR HEALTHPOINT BY OTHERS CURTAIN WALLPER ARCHPT-1CCURTAIN WALLPER ARCHPT-11C @STRUCTURALSTEEL, TYPCURTAIN WALLPER ARCHPT-1CPT-11C @STRUCTURALSTEEL, TYPPT-11C @STRUCTURALSTEEL, TYPGLU-LAMPER ARCHGLU-LAMPER ARCHGLU-LAMPER ARCHGLU-LAMPER ARCHGLU-LAMPER ARCHGLU-LAMPER ARCHCURTAIN WALLPER ARCHPT-1CPT-1CPAINT TIE ROD BRACING PT-11CTB-1CTB-1CCURTAIN WALLPER ARCHPT-1CRB-1C, TYPPT-1CTB-1CPT-10CPT-4CTB-1CPT-10COPEN TOGALLERYTB-1CPT-1CGLU-LAMPER ARCHTB-1CPT-1CTB-1CPT-1COPEN TOGALLERYPREFINISHED GATEPER ARCHPT-10CTB-1CGLU-LAMPER ARCHTB-1CPT-1CPT-10CI-3.0INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"5VESTIBULE3/8" = 1'-0"4VESTIBULE3/8" = 1'-0"2VESTIBULE3/8" = 1'-0"1VESTIBULE3/8" = 1'-0"16GALLERY3/8" = 1'-0"14GALLERY3/8" = 1'-0"17CHECK IN3/8" = 1'-0"27CHECK IN3/8" = 1'-0"6LOBBY3/8" = 1'-0"18LOBBY3/8" = 1'-0"25LOBBY WD-1CWD-1CWD-1CWD-1COPEN TO CHECK-INOPEN TO HALLWAYPT-1CPT-1CPT-1CPT-1CPT-1CPT-1C3I-5.0 1 I-5.0 4 I-5.0 5 I-5.0CHECK-IN COUNTER22I-6.028I-6.027I-6.0RB-5C20I-6.0WALL MOUNTEDART LIGHT, TYPFRL-1C21I-6.022I-6.0TYP @COLUMNPT-1CWD-2CWD-2CWD-1CWD-2CWD-2CWD-2CWD-2CWD-2CWD-2CPT-11CDOOR AND FRAMEPT-4CPT-11CPT-11CDOOR ANDFRAMEPT-4CPL-3CTYP @COLUMN BASE1'-4 3/4"1'-4"1'-4"1'-4"11'-0"PT-10CPT-11CPT-10CPT-10CALIGN, TYP TYPEQEQ8'8'-0"EQEQ8'EQEQ8'15I-6.1ALIGN, TYP 4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'WD-2C14I-6.113I-6.1KERF PLATE, PT-11CTYPWD-1CWD-1C29I-5.028I-5.0FRL-1CRB-5CPL-3CWD-2CCOUNTERTOPWD-2C SLATSSEE SHEET I-4.0 FOR CHECK-IN DESK INFORMATIONTYP @PNL EDGEPT 11-C @ ALLSTL PERIMETERANGLES, TYPWD-1CWD-2COPEN TO HALLWAYPT-1CPT-1CPT-1CPT-1CWD-1COPEN TO MENSROOM8'-0"28I-6.027I-6.027I-6.0DRINKINGFOUNTAINRB-5CRB-5CFRL-1C28I-6.0TYP @COLUMN21I-6.0TYP @COLUMN BASEWD-2CWD-1C1'-4"10'-8"1'-4"PT-10CPT-10CPT-10C9'-0" 8'-0"EQEQ8'-0"EQEQ8'8'14I-6.114I-6.1ALIGN, TYP ALIGN, TYP 4' X 8'4' X 8'4' X 8'14I-6.113I-6.1WD-2CWD-1C16I-6.1PT-1CPT-1CPT-8CPT-1CRB-1CRB-1CRB-1CRB-1C20I-5.0 20 I-5.0PL-1CPL-1C-3SIDES, TYPPL-1CPL-1CWD-3CSILL W/PT-10C19I-6.0PL-1C-3SIDES, TYPPL-1C-3SIDES, TYPROLLER SHADEW/ ALUM FASCIA13I-6.0WD-3CSILL W/PT-10C19I-6.0PT-10C20 I-5.0 I-3.1INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"6GALLERY3/8" = 1'-0"10GALLERY3/8" = 1'-0"24STAFF CORALS3/8" = 1'-0"23STAFF CORALS3/8" = 1'-0"21STAFF CORALS3/8" = 1'-0"20STAFF CORALSSEE 6/I-3.1 FOR CONTINUATION SEE 10/I-3.1 FOR CONTINUATION PT-1CPT-1CPT-1CPT-1CPT-1CPT-1CPT-1COPEN TO HALLWAYPT-1CPT-1CWD-1CWD-1CWD-1CWD-1CWD-1C28I-6.027I-6.04I-5.0 1 I-5.0 RB-5C, TYPRB-5C, TYPWALL MOUNTEDART LIGHT, TYP22I-6.0TYP @COLUMNWD-2CWD-2CWD-2CWD-2CPT-1CWD-2CWD-2CWD-2CWD-2CWD-2CWD-2CWD-1CWD-1CWD-2CWD-2CPT-1CWD-2CWD-2CPL-3CPL-3CPT-4CPT-11CHM DOORAND FRAMEPT-11CHM DOORAND FRAMEPT-4CPL-3CPT-4CPT-11CHM DOORAND FRAMEPT-11CPT-11CPT-11CALIGN, TYP ALIGN, TYP ALIGN, TYP ALIGN, TYPEQEQ8'EQEQ4'-0"4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'KERF PLATE, PT-11CTYPWD-1CWD-1CWD-1CWD-1CWD-1CWD-1CWD-1CPT 11-C @ ALLSTL PERIMETERANGLES, TYPPT-1CPL-8CPT-1CPT-1CRB-1CRB-1CRB-1CRB-1CPT-10CWD-3CSILL W/PT-10C13I-6.0PT-1CPT-1CPT-1CPT-1CPT-1CWD-1CWD-1CWD-1CWD-1CWD-1CRB-5C, TYP22I-6.0TYP @COLUMNWD-2CWD-2CPT-1CWD-2CWD-2CWD-2CWD-2CWD-2CWD-2CPT-11CHM DOORAND FRAMEPL-3CPT-4CPL-3CPT-11CPT-11C DOORAND FRAMEPT-11CPT-11C DOORAND FRAMEPT-11C DOORAND FRAMEBENCHPT-4CPT-4CALIGN, TYP 8'EQEQALIGN, TYP 4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'4' X 8'KERF PLATE, PT-11CTYPWD-1CWD-1CWD-1CPT-1CPT-1CPT-1CPT-1C19I-5.04'-4"FRP-1CPL-2CFRP-1CFRP-1CFRP-1CPT-10C DOORAND FRAMERB-6CRB-6CRB-6CRB-6C8I-6.1TYP9I-6.1TYP7I-6.1TYP8I-6.1TYP9I-6.1TYP7I-6.1TYP3'-0"2'-9"2'-9"SIMI-3.2INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"6GALLERY3/8" = 1'-0"17GALLERY3/8" = 1'-0"22SPONS ADMIN3/8" = 1'-0"21SPONS ADMIN3/8" = 1'-0"20SPONS ADMIN3/8" = 1'-0"19SPONS ADMIN3/8" = 1'-0"26LAUNDRY3/8" = 1'-0"25LAUNDRY3/8" = 1'-0"24LAUNDRY3/8" = 1'-0"23LAUNDRYSEE 6/I-3.2 FOR CONTINUATION SEE 17/I-3.2 FOR CONTINUATION PT-1CRB-1CPT-10CPT-1CPT-1CPT-1CRB-1CRB-1CRB-1CPT-8CRB-1CWINDOW PER ARCHWINDOW PER ARCHWD-3C SILLW/ PT-10C19I-6.0PT-10CWD-3C SILLW/ PT-10C13I-6.0ROLLER SHADEW/ ALUM FASCIAPT-XPT-8CRB-2CRB-2CPT-1CRB-2CWD-3C SILLW/ PT-10C19I-6.0WD-3C SILLW/ PT-10CPT-10C13I-6.0ROLLER SHADEW/ ALUM FASCIAPT-1CSINKDW19I-5.02'-7 1/2"2'-0"1'-2"2'-0"PL-2CPT-1C2'-0"3 EQ CABINETSPL-2CREFERPT-1C22I-5.0FIXEDMICROPL-2CRB-2CPT-11CHM DOORAND FRAMEMICRO-DRAWER3'-2"3/4"3/4"PT-1CPT-1CPT-5CRB-1CRB-1CRB-1CRB-1CWD-3C SILLW/ PT-10C19I-6.0WD-3C SILLW/ PT-10CPT-10CRB-1CPT-1CPL-3CPT-11CROLLER SHADEW/ ALUM FASCIA13I-6.0PT-1CPT-1CPT-1CPT-5CRB-1CRB-1CRB-1CRB-1CWD-3C SILLW/ PT-10C19I-6.0WD-3C SILLW/ PT-10CPT-10COPEN TOCHECK-INPT-11CHM DOORAND FRAMEROLLER SHADEW/ ALUM FASCIA13I-6.0PT-1CRB-1CPT-10CPT-10CPT-10CPT-1CRB-1CPT-10CPT-1CRB-1CRB-1CPT-10CPT-10CI-3.3INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"5ADMIN CORRIDOR3/8" = 1'-0"4ADMIN CORRIDOR3/8" = 1'-0"3ADMIN CORRIDOR3/8" = 1'-0"1ADMIN CORRIDOR3/8" = 1'-0"11SPONSOR3/8" = 1'-0"10SPONSOR3/8" = 1'-0"9SPONSOR3/8" = 1'-0"8SPONSOR3/8" = 1'-0"18LUNCH ROOM3/8" = 1'-0"17LUNCH ROOM3/8" = 1'-0"15LUNCH ROOM3/8" = 1'-0"14LUNCH ROOM3/8" = 1'-0"24TEEN ROOM3/8" = 1'-0"23TEEN ROOM3/8" = 1'-0"21TEEN ROOM3/8" = 1'-0"20TEEN ROOM3/8" = 1'-0"29YOUTH ROOM3/8" = 1'-0"28YOUTH ROOM3/8" = 1'-0"27YOUTH ROOM3/8" = 1'-0"26YOUTH ROOM PT-4CPT-1CRB-1CRB-1COPEN TO GALLERYRB-1COPEN TOTEEN ROOMLOW WALLPT-1C20I-6.0PT-11CHM DOORAND FRAME3'-0"3'-0"SS2'-10"FRL-1CPT-11CHM DOORAND FRAME15I-6.120I-6.0SIDESPLASH,SS-1C PL-3CPROVIDE LOCKS ON ALLDRAWERS & DOORS23I-5.0 SS-1CSIDESPLASH,SS-1C3'-6"EQEQEQEQEQ2'-10"1'-6"3'-0"RB-2CRB-2CRB-2CRB-2CPT-1CPT-7CPT-1CPT-1CPT-1CSS-2CPL-2CPL-2COPENPL-2CRB-2CWD-3C SILLW/ PT-10C19I-6.0WD-3C SILLW/ PT-10CRB-2C6"22I-5.0RB-2C22I-5.0SS-2CPL-2CPT-1CPT-1CPT-1CPT-1CPT-1CPT-10CPT-10CPT-10C13I-6.0ROLLER SHADEW/ ALUM FASCIASS-2CSIDESPLASHSS-2CSIDESPLASHPT-1CMAX TO SINK RIM 23I-5.019I-5.0SS-2C SIDESPLASHPROVIDE LOCKS ON ALLDRAWERS & DOORSSOAPDISPENSERSOAPDISPENSER2'-6"3/4"3/4"2'-6"2'-0"SS-2CSIDESPLASHPT-1CPT-1C, 3 SIDESPT-1C, 3 SIDESRB-2CRB-2CT-3CT-3CT-3C5'-0"T-3CPT-1CPT-1CPT-1CPT-1CABCDPT-10C23I-6.0TYP @ TILETOPTOILET PAPER DISPENSERTOILET SEATCOVER DISPENSERPT-1CMANUFACTUREDLOCKERSPT-1CPT-1CT-3CPT-1CSS-2CT-3CPT-1CT-3CT-3CT-3C ATWALLPT-1CTB-2C6'-0" 6'-0"PT-1C21I-5.0PT-1CPT-1CPT-1CPT-1CBABY CHANGINGSTATION MOUNTED 34"HTB-2CTB-2CTB-2CTB-2CPT-1CPT-1CTB-2CPT-10C23I-6.0TYP @ TILETOP23I-6.0TYP @ TILETOP23I-6.0TYP @ TILETOP6'-0"1'-3"4"FILLER STRIPFILLER STRIPPT-1CCUSTOM MIRROR7'-3" 3'-9"EQEQCLSLOPED TOPNOTE: ALL LOCKER & ACCESSORYCOMPONENTS TO BE PL-4CTOILET PARTITIONS,PL-5CLIGHT FIXTURE, REF ELECTPAPER TOWEL DISPENSERSOAPDISPENSERTOILET PAPER DISPENSERPT-1CT-3CT-3CPT-1CMIRRORSS-2CT-3CPT-1CPT-1CT-3C ATWALLPT-1CTB-2CT-3CPT-1CPT-1CPT-1C6'-0" 6'-0"TB-2CTB-2CPT-1C21I-5.0PT-1CT-3CBABY CHANGINGSTATION MOUNTED 34"HPT-1CTB-2CPT-1CPT-1CTB-2CTB-2CPT-10C23I-6.0TYP @ TILETOP23I-6.0TYP @ TILETOP23I-6.0TYP @ TILETOP3'-9" 7'-3"CUSTOM MIRROREQEQCLPT-1CMANUFACTUREDLOCKERS6'-0"1'-3"4"FILLER STRIPFILLER STRIPSLOPED TOPNOTE: ALL LOCKER & ACCESSORYCOMPONENTS TO BE PL-4CTOILET PARTITIONS,PL-5CLIGHT FIXTURE, REF ELECTPAPER TOWEL DISPENSERSOAPDISPENSERT-3CPT-1CPT-1CPT-1CPT-1CT-3CNOTE: REFER TO ARCHITECTURAL ACCESSORIES SHEETA010a AND MOUNTING HEIGHT DETAIL 18/ I-6.0 FOR TYPICALMOUNTING HEIGHT INFO2'-10"4'-0"XXI-6.1XXI-6.1XXI-6.1T-3CT-3CT-3CABCD24" X 48" CHANNELFRAMED MIRROR7'-4"2'-10"1'-5"CL23I-6.0TYP @ TILETOPTOILET PAPER DISPENSERTOILET SEATCOVER DISPENSERSOAP DISPENSERPAPER TOWELDISPENSERMAX TO SINK RIM 21I-5.0SS-2CSS-2CPT-10CT-3C6'-0"PT-1CPT-1C23I-6.0TYP @ TILETOPTOILET PAPER DISPENSERTOILET SEATCOVER DISPENSERSOAPDISPENSERNOTE: REFER TO ARCHITECTURAL ACCESSORIES SHEETA010a AND MOUNTING HEIGHT DETAIL 18/ I-6.0 FOR TYPICALMOUNTING HEIGHT INFOTOILET SEAT COVERDISPENSERT-3CPT-1CT-3CPT-1CPT-1CT-3CNOTE: REFER TO ARCHITECTURAL ACCESSORIES SHEETA010a AND MOUNTING HEIGHT DETAIL 18/ I-6.0 FOR TYPICALMOUNTING HEIGHT INFO2'-10"4'-0"A24" X 48" CHANNELFRAMED MIRROR7'-4"2'-10"1'-5"CLTOILET SEATCOVER DISPENSERSOAP DISPENSERPT-1CT-3CB23I-6.0TYP @ TILETOPTOILET PAPER DISPENSERPT-1CT-3CCPT-1CT-3CDPAPER TOWELDISPENSERMAX TO SINK RIM 21I-5.0SS-2CSS-2CPT-10CI-3.4INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"4CHECK IN / ADMIN3/8" = 1'-0"3CHECK IN / ADMIN3/8" = 1'-0"2CHECK IN / ADMIN3/8" = 1'-0"1CHECK IN / ADMIN3/8" = 1'-0"12BABY TODDLER ROOM3/8" = 1'-0"11BABY TODDLER ROOM3/8" = 1'-0"9BABY TODDLER ROOM3/8" = 1'-0"8BABY TODDLER ROOM3/8" = 1'-0"14TOILET3/8" = 1'-0"24LOCKERS - W3/8" = 1'-0"23LOCKERS - W3/8" = 1'-0"22LOCKERS - W3/8" = 1'-0"21LOCKERS - W3/8" = 1'-0"19LOCKERS - W3/8" = 1'-0"30LOCKERS - M3/8" = 1'-0"29LOCKERS - M3/8" = 1'-0"28LOCKERS - M3/8" = 1'-0"27LOCKERS - M3/8" = 1'-0"25LOCKERS - M3/8" = 1'-0"15TYPICAL BATHROOM3/8" = 1'-0"16LOCKERS3/8" = 1'-0"18LOCKERS - M3/8" = 1'-0"17LOCKERS - W3/8" = 1'-0"6FAMILY RESTROOM 5 EQ SPACESMIRRORSMIRRORSDOUBLE BALLET BAR3'-0" 3'-6"HARDWOOD MOUNTING RAIL7 EQ SPACES7'-0"MIRRORSPT-6CPT-6CRB-4CRB-4CXXI-X.XCONT MIRRORCHANNELCONT MIRRORCHANNEL13I-6.0TYP @ PERIMETERRB-4C, TYPPT-1CPT-11CHM DOORAND FRAMEPL-3CPL-3CPT-11CPT-11CMIRRORS28'-0"6 EQ SPACESRB-1CPT-5CMIRRORS6 EQ SPACESRB-1CPT-5CPT-11C1'-6"ALIGNALIGN WITH DOOR FRAMEPT-5CPT-5CCONT MIRRORCHANNELCONT MIRRORCHANNELTV REF, VERIFY SIZE13I-6.0TYP @ PERIMETERRB-1CPT-1CPT-10CPT-11CHM DOORAND FRAMEPT-10C13I-6.0TYP @ PERIMETERPT-1CRB-4C13I-6.0TYP @ PERIMETERPT-1CRB-1CWINDOWPER ARCHWINDOWPER ARCHWINDOWPER ARCHWD-3C SILLW/ PT-10C19I-6.013I-6.0ROLLER SHADEW/ ALUM FASCIAI-3.5INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"2DANCE / CLASS3/8" = 1'-0"4DANCE / CLASS3/8" = 1'-0"6DANCE / CLASS3/8" = 1'-0"8DANCE / CLASS3/8" = 1'-0"17FITNESS3/8" = 1'-0"15FITNESS3/8" = 1'-0"23FITNESS3/8" = 1'-0"21FITNESS 3'-0"1'-6"2'-10"OPENRB-3CRB-3CRB-3CPT-1CPT-1CPT-9CSS-1C19I-5.02'-0"5'-0"3'-0"22I-5.0PL-2CPL-2CPL-2CPL-2CRB-3CRB-3C2'-6"PL-2CSS-1C2'-6"2'-6"2'-6"2'-6"WHITE BOARD2'-10"2'-6"2'-6"3'-0"2'-0"WD-4CSHELVING, TYPWD-4CSHELVING, TYPPT-11C DOORAND FRAMEPT-11C DOORAND FRAME23I-5.0PROVIDE LOCKS ON ALLDRAWERS & DOORSPROVIDE LOCKS ON ALLDRAWERS & DOORS1I-5.1PT-1CPT-1C1I-5.1SHELFBRACKET,PAINT PT-11C,TYPSHELFBRACKET,PAINT PT-11C,TYPPT-11CPT-11CPL-3CPT-1C11I-6.02"TYP6"BLOCKING, REFTYPCLOSING PARTITION PER ARCHRB-3CPT-1CRB-3CPT-9CRB-3CWD-3C SILLW/ PT-10C19I-6.02'-6"PL-2CSS-1C2'-6"2'-6"2'-6"2'-6"WHITE BOARD2'-10"24I-5.0PL-2C7'-2 1/2"2'-6"2'-6"2'-6"2'-6"3'-0"1'-6"2'-10"OPENSS-1C19I-5.02'-0"5'-0"3'-0"22I-5.0PL-2CPL-2CPL-2CPL-2CRB-3C2'-6"2'-6"3'-0"2'-0"PT-11C @POCKET DOOR PARTITION13I-6.0ROLLER SHADEW/ ALUM FASCIASS-1CSIDESPLASH23I-5.0PROVIDE LOCKS ON ALLDRAWERS & DOORSPROVIDE LOCKS ON ALLDRAWERS & DOORSPROVIDE LOCKS ON ALLDRAWERS & DOORS6"PT-1CRB-3C24I-5.0CLOSING PARTITION PER ARCHPL-2CRB-3C7'-2 1/2"2'-6"2'-6"2'-6"2'-6"PT-1CPT-11C @POCKET DOOR PARTITIONPROVIDE LOCKS ON ALLDRAWERS & DOORSPT-1CRB-1CPT-11CHM DOORAND FRAMEPT-11C DOORAND FRAMEPOCKET DRRB-1CSTACKED SLIDINGBARN DOORSPT-1CPT-10CRB-1CPOCKET GATE BEYONDPT-10C9'-0"TV REF, VERIFY SIZEDUCTWORK, REF MECHRB-3CPT-1CWD-3C SILLW/ PT-10C19I-6.013I-6.0ROLLER SHADEW/ ALUM FASCIASS-1CSIDESPLASHPT-1CBARN DRTRACK PERARCHSTACKEDBARNDOORSOPEN TOKITCHEN27I-5.0PAINTDOORS,PT-12C(4) EQ PANELSPL-2CRB-1C5'-4"3/4"3/4"END PNLEND PNLPAINT WALLPT-1CRANGE HOOD W/REMOTE CONTROL UNITPT-1CRB-1CWINDOW PER ARCHWD-3C SILLW/ PT-10C19I-6.0ROLLER SHADEW/ ALUM FASCIA13I-6.0SLIDING DRREFRB-1CPT-1CDWSS-1CPL-2C3/4"2'-0"2'-10 1/2"2'-0"2'-6"3/4"2'-6"3/4"2'-10" 4'-7" 3'-0"22I-5.019I-5.0PT-10C DOORAND FRAME2'-10"24" DEEP CAB3/4"2'-0"2'-6"3/4"3/4"2'-6"2'-0"PL-2C @ ALLCABINETS, TYPPL-2C @ ALLCABINETS, TYP3/4"2'-10"3/4"END PNLEND PNLEND PNLEND PNL3/4"END PNLSCRIBEWALLOVENREFERPROVIDE LOCKS ON ALLDRAWERS & DOORS12I-5.01'-8"DRAWERMICROWAVE2'-10"2'-6"2'-3"2'-0"3/4"2'-3"2'-0"3/4"3'-5"FACE OFCABINETBEYOND5I-6.0END PNL TO MATCHCASEWORK, TYP10I-6.0ELEC OUTLETWALL BEYONDAB27I-5.0DROP-INRANGEOPENTO MTG ROOMRANGE HOOD W/REMOTE CONTROL UNITPL-2C5'-4"END PNLEND PNLPL-2C2'-6"I-3.6INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"2MAKER SPACE 13/8" = 1'-0"11MAKER SPACE 23/8" = 1'-0"5MAKER SPACE 13/8" = 1'-0"6MAKER SPACE 13/8" = 1'-0"9MAKER SPACE 23/8" = 1'-0"12MAKER SPACE 23/8" = 1'-0"14MAKER SPACE 23/8" = 1'-0"203/8" = 1'-0"23KITCHEN/DEMO3/8" = 1'-0"22MTG ROOM / KITCHEN-DEMO3/8" = 1'-0"16MTG ROOM / KITCHEN-DEMO3/8" = 1'-0"18MTG ROOM / KITCHEN-DEMO3/8" = 1'-0"24KITCHEN ISLANDMTG ROOM / KITCHEN-DEMO RB-4CPT-1CRB-4CPT-1CPT-10C DOORAND FRAMEPT-1CI-3.7INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"18GYM3/8" = 1'-0"4GYM PT-10C DOORAND FRAMEPT-10C DOORAND FRAMEPT-1CPT-1CPT-1CPT-1CRB-4CRB-4CRB-4CPT-1CPT-10C DOORAND FRAMEPT-1CI-3.8INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"18GYM3/8" = 1'-0"4GYM RB-5CPT-1CPT-11CHM DOORAND FRAMERB-5CPT-1CRB-5CPT-1CRB-5CPT-1CPT-10C DOORAND FRAMERB-5CPT-1CPT-1CPT-1CRB-5CPT-1CPT-10C DOORAND FRAMERB-5CPT-10C DOORAND FRAMEPT-10C DOORAND FRAMERB-5CRB-5CPT-1CPT-10C DOORAND FRAMEI-3.9INTERIOR ELEVATIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET3/8" = 1'-0"2SOUTH CORRIDOR3/8" = 1'-0"53/8" = 1'-0"6SOUTH CORRIDORSOUTH CORRIDOR14NORTH CORRIDOR16NORTH CORRIDOR17NORTH CORRIDOR 29I-5.028I-5.0FRL-1CRB-5CPL-3CWD-2CCOUNTERTOPWD-2C SLATS28I-5.029I-5.0RB-5CFRL-1CPL-3C AT CABINETSAND FILLER PANELSPROVIDE LOCKSON ALL DOORS, TYPPL-3C3/4" FINISHED END PNLFRL-1CWD-2CCOUNTERTOPI-4.0CASEWORKPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET4"2'-0"2'-0"2'-0" 4'-10 7/8"5'-1"5'-0 3/8"5'-0"STAFF CORRAL-PLAN1/2"=1'-0"17'-0 5/8"20'-3 1/8"6'-8 5/8"5'-0"4'-1 5/8"3" GROMMETHOLE, TYPSUPPORTBRACKETBELOW20 I-5.020I-5.0CHECK-IN DESK-131 COUNTERTOP PLAN1/2"=1'-0"UPPER TIERREF, SEEBELOWUPPER TIER PLANGLUE LAMCOLUMNGLUE LAMCOLUMN1' - 2 " 2'-7" RADI U S 1 4 ' - 2 1 / 4 " RADIUS 7'- 2 1/4"RADIUS 7'- 2 1/4"29 I-5.0 28 I-5. 0 LINE OFTOEKICKLINE OF WALLBELOWCASEWORKBELOWGLUE LAMCOLUMNGLUE LAMCOLUMN29 I-5.0 28 I-5. 0 WALL2'-6"2'-6"2'-6"2'-6"3 X 3 X 1/8" HSS IN WALLW/ COUNTERTOPSUPPORT ANGLECHECK-IN DESK 131-BASE PLAN1/2" = 1'-0"20/ I-4.022/ I-4.0PL-3CWD-2CCOUNTERTOP1" RADIUS,TYP11I-4.0GROMMETHOLE, 3 LOC11'-4"PL-3C ENDPANEL24BENCH-PLAN1/4"=1'-0"11'-0"26I-5.03 1/8" X 15" GLU-LAMBEAM3 EQ SPACESISLAND-PLAN 1/4"=1'-0"2'-0"1'-0"11'-2 1/2"3'-5"SS-1C COUNTERTOP3/4" FINISHEDPANELS-BOTH SIDESOHCABINETS BELOW27I-5.0 CHECK-IN DESK -PLAN 1/4"=1'-0"6'-5 1/4"2'-1"FIELD VERIFYWALL LINE. PROVIDELEDGER18I-5.0LINE OF HSS BELOWLINE OF PANEL BELOWWALL LINE. PROVIDELEDGERSS-1CCOUNTERTOPSUPPORT @ 24" OCMAXLEG REF BELOWDESK ELEVATIONS 1/4"=1'-0"PL-3CPL-3CCHAIR SIDE ELEVATIONFRONT SIDE ELEVATION2'-5"2'-5"PL-3CGROMMET HOLE18B/ I-4.018A/ I-4.0 ABWALL PER ARCH561612181/2" = 1'-0"22CHECK-IN DESK ELEVATION1/2" = 1'-0"20CHECK-IN DESK ELEVATIONFILLER DTL 6"=1'-0"CABINET CARCASSCAB DOOR W/P-LAM AS SCHEDMITERED P-LAMFILLER PNL11 I-5.0SECTIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET 8'-0"GALLERY WALL3/4"=1'-0"PLYWD PANELS ON BLACKPAINTED "Z" CLIPS FASTENEDTO 3/4" MDF FURRING PAINTEDBLACK. FASTEN FURRING TOSTUDS W/ BLACK OXIDIZEDSCREWSCONC FLOORGALLERYBLACK ACOUSTICALBACKING BETWEENFURRING STRIPS26I-6.0GWB CEILINGVARIESVARIES HM DOOR & FRAMEGWB WALL BEYOND10'-0"PLYWD PANELS ON BLACKPAINTED "Z" CLIPS FASTENEDTO 3/4" MDF FURRING PAINTEDBLACK. FASTEN FURRING TOSTUDS W/ BLACK OXIDIZEDSCREWSGALLERYBLACK ACOUSTICALBACKING BETWEENFURRING STRIPS29I-6.0GWB CEILINGVARIESVARIESGALLERYSECTION AT RECEPTION DESK3/4"=1'-0"RECEPTION DESK7'-2"GALLERY WALL3/4"=1'-0"PLYWD PANELS ON BLACKPAINTED "Z" CLIPS FASTENEDTO 3/4" MDF FURRING PAINTEDBLACK. FASTEN FURRING TOSTUDS W/ BLACK OXIDIZEDSCREWSCONC FLOORGALLERYBLACK ACOUSTICALBACKING BETWEENFURRING STRIPSWINDOW PER ARCHGWB CEILINGVARIESVARIES 28I-6.0GLASS RELITESTOPPED-INPLYWD PANEL W/P-LAM EA SIDE ASSCHEDHM FRAMEVARIES W/ CURVEPENDANT AS SCHEDWINDOW PER ARCHWINDOW PER ARCH25I-6.0@ PNL JT8'-0"GALLERY WALL3/4"=1'-0"PLYWD PANELS ON BLACKPAINTED "Z" CLIPS FASTENEDTO 3/4" MDF FURRING PAINTEDBLACK. FASTEN FURRING TOSTUDS W/ BLACK OXIDIZEDSCREWSCONC FLOORGALLERYBLACK ACOUSTICALBACKING BETWEENFURRING STRIPS26I-6.0GWB CEILINGVARIESVARIES LOW WALL PER ARCHWINDOW PER ARCHPLYWD PANELS ON BLACKPAINTED "Z" CLIPS FASTENEDTO 3/4" MDF FURRING PAINTEDBLACK. FASTEN FURRING TOSTUDS W/ BLACK OXIDIZEDSCREWS30I-6.020I-6.0GLU-LAM ASSCHEDULEDGLU-LAM ASSCHEDULED29I-6.025I-6.12'-10"1'-6"3'-0"1'-0 3/4"ADJ. SHELFTYP. (2)2'-0"DRAWERCABINETRYAS SCHED6"ADJ. SHELFTYP.4"2I-6.08I-6.09I-6.0CABINET SECTION1"=1'-0"CABINETRYAS SCHED1'-11 1/4"P-LAM AS SCHED15I-6.014I-6.03/4" COUNTER SUPPORTW/ P-LAM AS SCHED. 3SIDES1'-8"COUNTER SUPPORT1'=1'-0"QUARTZASSCHED1 X 3 CONT COUNTERLEDGER4 1/2"RESTROOM VANITY 1'=1'-0"2'-0"6" 2'-10"QUARTZ AS SCHED1 X 3 STL TUBE FRAMESUPPORTUNDERMOUNT SINK ASSPEC'DTILE AS SPEC'D2'-4" (27" MIN) 2"MITERED EDGE(MAX TO RIM OF SINK)7I-6.0ARCH WALL3 1/8" X 15 GLU-LAM1'-4"BENCH SECTION1'=1'-0"CONT 3 X 3 X 1/4" STLANGLE W/ LAG BOLTSTO WALL AND BENCHBLOCKING1/2" X 2 STL FB BENT.LAG BOLT TO BENCHAND WEDGE ANCHORTO CONC FLRCONC FLR4"ISLAND SECTION 1'=1'-0"2'-10"3'-4 1/2"DRAWER6"ADJ. SHELFTYP.4"2I-6.0CABINETRYAS SCHED1'-11 1/2"QUARTZ AS SCHED1'-0"OVERHANG7'-2 1/2"ADJ. SHELFTYP. (5)4"2I-6.0CABINET SECTION1"=1'-0"CABINETRYAS SCHEDHARDWAREAS SCHEDCABINET SECTION 1"=1'-0"2'-10"DRAWER6"ADJ. SHELFTYP.4"2I-6.0CABINETRYAS SCHEDQUARTZ AS SCHED1'-11 1/4"QUARTZ AS SCHED16I-6.02'-5"ADMIN DESK 1"=1'-0"3 LAYERS 3/4"SUBSTRATE4"4I-6.0P-LAM TO MATCHCOUNTERTOP WALLLEDGER BEYOND2 1/4"1 1/2"COUNTERTOP SUPPORT4"3/4" P-LAM PANELS ON 1/4"MTL CLEATSCABINET SECTION 1"=1'-0"2'-10"2'-0"DRAWER6"4"2I-6.08I-6.09I-6.0CABINETRYAS SCHED1'-11 1/4"QUARTZASSCHEDDRAWERDRAWERDRAWER6"6"10 5/8"1/2"8I-6.09I-6.09I-6.01'-11 1/4"1'-11 3/4"191342021SINK SECTION3/4"=1'-0"QUARTZ AS SCHED 1/2"2'-3" 9" MIN DASHED LINE INDICATES MINREQ'D KNEE CLEARANCE8" MIN11" MINPROVIDE BLOCKING FOR FINISHEDPANELS @ SIDE PANELS BEYONDFINISHED PANEL AS SCHED. USEEXPOSED STAINLESS STEELSCREWS W/ TRIM WASHER FORREMOVAL & SERVICING2'-10" MAX TO SINK RIM MIN BLOCKINGFINISHED PANELAS SCHEDMIRROR AT 40"H MAX222627FRONT COUNTER 3/4"=1'-0"2'-5 1/4"P-LAM COUNTERTOP AS SCHED 3 5/8" MTLS STUDS , CURVEDW. 6" MTL STUDS SISTEREDTO 3 5/8" STUDS. 2 LAYERS OF1/4" GWB CURVED EA SIDE2'-7"1 1/2"CONC SLABMTL STUD RADIUS TRACKFRONT COUNTER 3/4"=1'-0"2'-5 1/2"3 5/8" MTLS STUDS , CURVEDW. 6" MTL STUDS SISTEREDTO 3 5/8" STUDS. 2 LAYERS OF1/4" GWB CURVED2'-7"CONC SLABMTL STUD RADIUS TRACK3'-6"1'-2"FRL AS SCHED6I-6.01'-10"P-LAM CASEWORKADJ SHELF FRL AS SCHED6I-6.0SIM1/2"CASEWORKFRL AS SCHEDP-LAM COUNTERTOP AS SCHED WD AS SCHED 12I-6.024I-6.0WD SLATS AS SCHED15I-6.015I-6.0OVERHANG28295242318126 I-5.1SECTIONSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET1SHELVES @ MAKER SPACE 3/4"=1'-0"ALIGN WITH MULLION CONC FLOORGALLERYGLASS RELITESTOPPED-INPLYWD PANEL W/P-LAM EA SIDE ASSCHEDHM FRAME1'-4"1'-4"CUSTOM STLBRACKET BEYONDMAKER SPACEWD SHELF ASSCHED1'-0" I-6.0DETAILSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET12 25CABINET FRAMEWALL LINEHPL FULL HTSCRIBE/FILLERCOUNTERTOP ABOVETOE KICK BELOW1"CABINET DOOR/DRAWERCABINET SCRIBE DETAIL6"=1'-0"4"SOLID SURFACEAS SPEC'DBACKSPLASH DETAIL6"=1'-0"CONT. CHROME MIRROR J-CLIPMIRROR OVER MIRROR MASTICCABINET DETAIL6"=1'-0"RUBBER BASE AS SCHED4"3"CABINET DOORFLOORING EXTEND BELOWTOE KICKCABINET FRAMEFINSHED END PANEL W/ RETURNCABINET DOORTOE KICK BELOW3/4"COUNTERTOP ABOVECABINET END PANEL DETAIL6"=1'-0"PAINTABLE CAULKPLASTIC LAMINATEAS SPEC'D1-1/2"COUNTER DETAIL6"=1'-0"1 1/2"COUNTER DETAIL6"=1'-0"4"PLASTIC LAMINATEAS SPEC'D4"SOLID SURFACEAS SPEC'DCABINETDOOR/DRAWERSOLID SURFACEAS SPEC'DSIDESPLASH & BACKSPLASH DETAIL6"=1'-0"COUNTERTOP DETAIL6"=1'-0"PAINTABLE SEALANT2 CM 1/8" RADIUSCOUNTERTOP DETAIL6"=1'-0"SOLID SURFACEAS SPEC'DEND PANEL@ ENDPANEL CONDITIONCABINET FRAME1/8"COUNTER DETAIL6"=1'-0"QUARTZAS SCHED1-1/2"1 1/2"3/4" X 1 1/2" X 1/8" HSS SUPPORTPAINT BLACKADMIN DESK BASE 6"=1'-0"P-LAM AS SCHED, TYP4"2 1/4"DESK FACECHECK-IN DESK BASE6"=1'-0"3"4"RUBBER BASE ASSCHEDFRL ASSCHEDFRL ASSCHEDRUBBER OVER1/4" MDF1/2" MDFCLOSUREPLATECHECK-IN SLAT DETAIL6"=1'-0"FRONT DESK TOP6"=1'-0"3/4"3/4"2 LAYERS OF WD AS SCHEDGLUE TOGETHER1/8" X 1/8" QUIRK11/2" X 3/4" X 1/16 " HSS TUBEBENT TO DESK RADIUS3/4" X 1 1/2" VERTICAL SLAT @3" OC . ATTACH SLATS THRU INNERWALL OF HSS AS A PREFABRICATEDELEMENT. ATTACH PREFABICATEDASSEMBLY TO WALL THRU SPACESBETWEEN SLATS W/ BLACK SCREWSSLAT SCREWBLACK SLAT ASSEMBLY SCREW T & B1 1/2" X 3/4" X 1/16 " HSS TUBEBENT TO DESK RADIUS. PAINT PT-11C3789WD PANEL JOINT3"=1'-0"1/4"LINE OF ARCH WALLWALL PANELS AS SCHEDON 1/4" MTL CLEATS ON3/4" FURRING. PAINTCLIPS AND FURRINGBLACK1" SOUND BATTS PERPANEL MFRPANEL TRANSITION3"=1'-0"1"SOUND BATTS5/8 PLYWD SOFFITCEILING PANELS ASSCHED ON 3/4" MTLCEILING CLIPS ON 1/4"FURRING STRIPS. PAINTCLIPS BLACKNOTE: 1/4" FURRING STRIPS ARE FOREDGE DETAILING AND SOUND BATTTHICKNESS. CEILING CLIPS NEED TO BEATTACHED PLYWOODCEILING PANELCLIP AS SPECIFIEDCEILING PANELS ASSCHED ON 3/4" MTLCEILING CLIPS ON 1/4"FURRING STRIPS. PAINTCLIPS BLACKPANEL TRANSITION3"=1'-0"6"GWB CEILINGEDGE DTL3"=1'-0"WALL AS SCHED SOUND PANELS AS SCHED 1/4" MTL Z CLIP PAINTEDBLACK ON 3/4" X 3"FURRING STRIPS PAINTEDBLACK1" BLACK ACOUSTICALBACKING2 x 2 x 3/16 STL ANGLE. PAINTFILLER STRIP TOMATCH PNL GLUEDTO PNL END1"SOUND BATTSCEILING PANELS ASSCHED ON 3/4" MTLCEILING CLIPS ON 1/4"FURRING STRIPS. PAINTCLIPS BLACKEDGE DTL3"=1'-0"CANTILEVEREDFRAMINGFILLER STRIP TOMATCH PNL GLUEDTO PNL END6"WD BLOCKING.COORD W/ CLIPLOCATIONSCEILING JOINT3"=1'-0"1/4"1" SOUND BATTSCEILING PANELS ASSCHED ON 3/4" MTLCEILING CLIPS PAINTCLIPS BLACKCANTILEVEREDFRAMING1/4"PENDANT ASSCHEDULED3/8"2 x BLOCKING AT ANGLELOCATIONSGWB2627282930WINDOW SILL3"=1'-0"3/4" POPLAR SILL, PAINT1/2"WINDOW PER ARCH3/4"AS REQ'DMTL CASING BEADEASE EDGE19WALL CAP3"=1'-0"3/4" BAMBOO PLYWOOD(WD-2C) RAILING CAP, W/TRANSPARENT FINISHGWB3/8"FRY REGLET "Z" REVEALDRMZ-625-375COLOR: BLACKGALLERYFRL AS SCHED201415COLUMN BASE 3"=1'-0"EXPOSED CONCPLINTHRUBBER BASE ASSCHED.TERMINATE ATREVEAL EDGEGLUE-LAM COLFRY REGLET "F"REVEAL3/4"KERF PLATEGLUE-LAM COLFRY REGLET "Z"REVEAL-DRMZ-625-75COLOR: BLACKGWBCOLUMN REVEALS 3"=1'-0"3/4"3/4"2122END PANEL DETAIL3"=1'-0"END PANEL BY CAB MFR TO MATCHCASEWORK FINISHLINE OF GWBFLAT TAPE TO END PNLPENINSULA OVER HANGSCRIBE/FILLERCAB CARCASSCAB DOOR/ DRAWERCAB DOOR/ DRAWERALIGN END PNL W/COUNTERTOP ABOVE ALIGN END PNL W/ COUNTERTOP ABOVEELECT BOX IN END OFSTUD WALL510165"ROLLER SHADE 3"=1'-0"WINDOW PER ARCHVERIFYCEILING LINEWINDOW HEADMANUAL ROLLERSHADE. VERIFY ROLLERDIRECTION WITHWINDOW OPERATIONROLLER SHADEVALENCE AS SCHED13TILE AS SPEC'DTILE DETAIL6"=1'-0"LINE OF WALLSS SCHLUTER JOLLY EDGE23415" MIN 48" MAX19" MAX 30" 44" MAX 15" MIN 48" MAX17" MIN 30"DISPENSERSEAT COVERSYSTEMCOMMUNICATIONOUTLET ANDELECTRICALHOLDERPAPERTOILETNAPKINDISPOSALTOILETCLCLCLT.O. SEATFINISH WALLCLEARANCETOE8"6"9"BOTTOM OF MIRROR29" MINT.O. RIM OR COUNTER2'-10" MAX40" MAX40" MAX40" MAXLAVATORY TOP & MIRRORRECEPTACLEDISPENSER/PAPER TOWELSOAPDISPENSERCLEARANCETOEPIPES, TYPFROM FRONT OF COUNTER, TYPINSULATE EXPOSED HOT WATER AND DRAINCONTROLS NOT MORE THAN 17"SINK DEPTH 6 1/2" MAX. WITHLCMIRROR1'-5"FAUCET CONTROL HANDLETO CENTER OF CLEARANCE 33" MIN 36" MAX LCGRAB BARS NOTE: WHERE ACCESSIBILITY IS REQUIRED, HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIXTURES, AND STORAGE FACILITIES, SHALL HAVE A LEVER OF OTHER SHAPE WHICH WILL PERMIT OPERATION BY WRIST OR ARM PRESSURE AND WHICH DOES NOT REQUIRE TIGHT GRASPING, OR TWISTING TO OPERATE PER ANSI 117.1 SECTION 309.4RECEPTACLESWHICHEVER IS HIGHERMOUNTING HEIGHT DETAIL - ACCESSIBLE FIXTURES1/2"=1'-0"182 1/4"2 1/4"WALLBENT 3/16" X 2" STLFLAT. PAINT3/4" RADIUS TYP10 1/2"1'-2"1'-0"2"2 7/8" HEDLOCKSCREW TOP &BOTTOM, BLACKSHELF AS SCHEDSHELF BRACKET3"=1'-0"COUNTERSUNKSCREWSOLID BLOCKING@ BOLTLOCATIONS1161224 I-6.1DETAILSPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET123FLOOR TRANSITION1"=1"CPT AS SCHEDDOOR AS SCHEDCONC SLABROPPE RUBBER TRANSITION, #39FLOOR TRANSITION1"=1"LVT AS SCHEDDOOR AS SCHEDCONC SLABROPPE RUBBER TRANSITION, #23FLOOR TRANSITION1"=1"WD FLR AS SCHEDRUBBER FLR @ SIMCONDITIONDOOR AS SCHEDCONC SLABSADDLE THRESHOLDFLOOR TRANSITION1"=1"TILE AS SCHEDDOOR AS SCHEDCONC SLABFLOOR TRANSITION1"=1"TILE AS SCHEDDOOR AS SCHEDCONC SLABCPT AS SCHEDROPPE RUBBER TRANSITION, #39BRUSH STAINLESSSCHLUTER EDGEFLOOR TRANSITION1"=1"TILE AS SCHEDDOOR AS SCHEDCONC SLABBRUSH STAINLESSSCHLUTER EDGEWALK-OFF MAT ASSCHED1/2"MAX 1/2" MAX CONC ORCEMENTITIOUSOVERLAYFLOOR TRANSITION1'=1'-0"LVP AS SCHEDCPT AS SCHED45FRP TRIM DETAIL 1"=1'-0"FRP PANEL OVER ADHESIVEMATCHING PVC TRIM EDGELINE OF ARCH WALLSEALANTFRP PANEL OVER ADHESIVELINE OF ARCH WALLFRP TRIM DETAIL 1"=1'-0"SEALED CONCRUB BASE AS SCHEDWALL WHERE OCCURSFRP PANEL OVER ADHESIVELINE OF ARCH WALLSEALANTLINE OF ARCH WALLFRP PANEL OVER ADHESIVEFRP TRIM DETAIL 1"=1'-0"MATCHING PVC INSIDE CORNER TRIM789FRL TRIM DETAIL 1"=1'-0"FRL PANEL OVER ADHESIVEALUM XSCFRP EDGE TRIMFILET SEALANTLINE OF ARCH WALLSEALANTFRP PANEL OVER ADHESIVELINE OF ARCH WALLFRL TRIM DETAIL 1"=1'-0"CONC FLOORRUB BASE AS SCHEDWALL WHERE OCCURSFRL TRIM DETAIL 1"=1'-0"FRL PANEL OVER ADHESIVEALUM XSCFRP TRIMFILET SEALANTLINE OF ARCH WALLSEALANTFRL PANEL OVER ADHESIVE1314156CEILING PANELCLIP AS SPECIFIEDCEILING PANELS ASSCHED ON 3/4" MTLCEILING CLIPS ON 1/4"FURRING STRIPS. PAINTCLIPS BLACKLIGHT AT PANEL 3"=1'-0"LIGHT AS SCHED ONFURRING . PAINTFURRING BLACKLINE OF GWBLINE OF GWB254" AXIOMPERIMETER TRIMSUSP CEILING ASSCHEDSUSP CEILING ASSCHEDCEILING EDGE @ WALL3"=1'-0"4" AXIOMPERIMETER TRIMSUSP CEILING ASSCHEDSUSP CEILING ASSCHEDCEILING EDGE @ LIGHT 3"=1'-0"LINE OF WALLPAINT LINE2" PAINT WALL BLACKPAINT AS SCHED 1'-0"LIGHT FIXTURE ASSCHEDALIGN2627FRL TRIM DETAIL 6"=1'-0"FRL PANEL OVER ADHESIVELINE OF ARCH WALL2 PIECE OUTSIDE CORNERTRIM XCR-000 EA SIDE1612 I-7.0FINISH LEGENDPROJECT NUMBER:DRAWN BY:PROJECT MANAGER:REVISIONS:3/21/2017 10:27:46 AM FAMILY FIRST COMMUNITY CENTER RENTON, WANO.DESCRIPTIONDATE10/20/2021 BID SET E001COVER SHEETMECHANICAL EQUIPMENTSHEETMOTORIZED CONTROL DAMPERTHERMOSTATSHADING AND/ OR "EM" INDICATES EMERGENCYDETAIL NUMBERFLAG NOTEAHU-1E-1CONNECTION TO EQUIPMENT BY OTHERSCAPOR IN CEILING SPACE OF LEVEL BELOW1SECTION NUMBERSHEET NUMBER1MCOMBINATION SMOKE/FIRE DAMPERREVISION TAGELECTRICAL SYMBOLS LEGENDORWIRING SYMBOLSBREAK (CONTINUATION)CONDUIT / CABLING CONCEALED UNDERGROUNDPOWER SYSTEMS SYMBOLSFLEXIBLE CONDUITLUMINAIRE SYMBOLSREFERENCE SYMBOLSFIRE ALARM SYMBOLSCONTROL SYMBOLSFIRE ALARM CONTROL PANELFIRE ALARM REMOTE ANUNCIATORFACPFARASWALL SWITCH, LINE VOLTAGE, 3-WAYSWALL SWITCH, LINE VOLTAGE, 4-WAYSWALL SWITCH, LINE VOLTAGE, TIMER SWITCHSWALL SWITCH, LINE VOLTAGE, KEY OPERATEDSLOW VOLTAGE WALL STATION, 1-POLE, ON/OFFSLOW VOLTAGE WALL STATION, 1-POLE, S34ab,cWALL SWITCH, LINE VOLTAGE, 1-POLESWALL SWITCH / LOW VOLTAGE WALL STATION.SUPERSCRIPT INDICATES SWITCH TYPE (BELOW).SUBSCRIPT INDICATES SWITCHLEGS / RELAYSCONTROLLED; FOR MULTI-POLE WALL STATIONS,CONTROL FOR EACH POLE SEPARATED BYCOMMA (I.E. SWITCHLEGS a AND b CONTROLLEDBY ONE POLE, c ANOTHER).2PDXTSK1PDXLOW VOLTAGE WALL STATION, 2-POLE, ON/OFFS2PLOW VOLTAGE WALL STATION, 2-POLE, S2PDXLOW VOLTAGE WALL STATION, 4-POLE, ON/OFFS4PLOW VOLTAGE WALL STATION, 4-POLE, S4PDXWALL DIMMER LINE VOLTAGE, 1-POLEDOR IN CEILING SPACE OF LEVEL BELOWCONDUIT / CABLING CONCEALED UNDERGROUNDSTUB DOWNSTUB UPCIRCUIT BREAKER, ENCLOSED CIRCUIT BREAKERRISER DIAGRAM SYMBOLSFUSED SWITCH. AF= FUSE RATINGCONNECTION TO GROUNDCONTACTOR/ RELAY - NORMALLY CLOSEDCONTACTOR/ RELAY - NORMALLY OPENCONTACTOR COILPOTENTIAL TRANSFORMER. GROUND PER CODE.CURRENT TRANSFORMERDIGITAL METERUTILITY METER SOCKET WITH METER; PER XX kAFAULT CURRENT TAGWEATHERPROOF, TYPICALSWPGROUNDING CONDUCTOR(S) PER CODEGGFPAT = TRIP AMPACITY50AT 100ATGFP = GROUND FAULT PROTECTION PER CODE100AFGROUND BARPIPE GROUND PER CODEUFER GROUND PER CODESWITCHUTILITY REQUIREMENTS; REMOTE MOUNTED.DMMMCCONNECTION TO MOTORDISCONNECT SWITCH, FUSEDDISCONNECT SWITCHEMERGENCY POWER OFF BUTTONGROUND BARGROUND RODJUNCTION BOX: WALL, FLOOR AND CEILING MTDJJJRECEPTACLE, DUPLEX: WALL, FLOOR AND CLG MTD;TYPICAL DEVICE ANNOTATIONS:ON ALTERNATE POWER: 700, 701 AND 702 SYSTEMS PARALLEL SHADED = HALF-SWITCHEDRECEPTACLE, DOUBLE DUPLEX: WALL, FLOOR AND CLG MTD; PARALLEL SHADED = HALF-SWITCHEDRECEPTACLE, DUPLEX: WALL MTD ABOVEBACKSPLASH, GFCI-TYPERECEPTACLE, DOUBLE DUPLEX: WALL MTD ABOVEBACKSPLASH, GFCI-TYPERECEPTACLE, SIMPLEX: WALL, FLOOR AND CLG MTDRECEPTACLE, SIMPLEX: WALL MTD ABOVEBACKSPLASH, GFCI-TYPEWEATHERPROOFGFCI TYPE702PER NECWPGFITSPECIALTY RECEPTACLE: WALL, FLOOR AND CLGMTD. NEMA TYPE AS INDICATED ON PLANS.DASHED LINE = CLEARANCE (TYPICAL)VARIABLE FREQUENCY DRIVEVFDELECTRICAL DISTRIBUTION EQUIPMENT. SEE PANELBOARD: SURFACE, FLUSH MOUNTED.PLANS FOR TYPE, DIMENSIONS, NAME, ETC.DASHED LINE = CLEARANCE (TYPICAL)COMBINATION OCCUPANCY SENSOR SWITCH,OCCUPANCY SENSOR: WALL, CLG MTDPHOTO CELL, CLG MTDOSCOMBINATION PHOTO CELL / OCCUPANCY OSOSPCOPOPTYPICAL LUMINAIRE ANNOTATIONS:FL1 = LUMINAIRE TYPE3 = CIRCUIT NUMBERc = SWITCH LEGZ1.2 = CONTROL ZONEEGRESS LUMINAIRESEMEMFL13-Z1.2FL13aSDSCFIRE ALARM STROBE LIGHTFIRE ALARM SMOKE DETECTORFIRE ALARM COMBINATION SMOKE DETECTOR /CARBON MONOXIDE ALARMABBREVIATIONSON/OFF AND RAISE/LOWERON/OFF AND RAISE/LOWERON/OFF AND RAISE/LOWERWALL-MOUNTEDSENSOR: WALL, CLG MTD192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 LOW VOLTAGE SYSTEMS SYMBOLSJUNCTION BOX: WALL, FLOOR AND CEILING MTDCOMBINATION RF COAX / PHONE OUTLETPUSHBUTTON. WALL-MOUNTED.JJJWALL, FLOOR AND CEILING MTDCOMBINATION DATA / PHONE OUTLETWALL, FLOOR AND CEILING MTDDATA OUTLETWALL, FLOOR AND CEILING MTDPHONE OUTLETWALL, FLOOR AND CEILING MTDRF COAX CABLE OUTLETWALL, FLOOR AND CEILING MTDTV TVTVCCTV SECURITY CAMERA; FIXEDWALL AND CEILING MTDCARD / FOB READERWALL/ MULLION AND BOLLARD MTDCR CRKEYPADWALL/ MULLION AND BOLLARD MTDKP KPSECURITY DOOR POSITION MONITORDSELECTRIC STRIKEESSECURITY SYMBOLSSECURITY SYSTEM KEYPADSINTRUSION DETECTION, MOTION SENSORMINTRUSION DETECTION, BREAK GLASS SENSORG E002GENERAL NOTESGENERAL NOTESELECTRICAL ENERGY CODECOMMISSIONING NOTES192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 GRADEMAIN SWITCHBOARD MSB1,400A; 120/208V, 3-PHASE, 4-WIRESERVICE ENTRANCE RATED50KAICNGGGG14PANEL 200AA1 UTILITY TRANSFORMERESTIMATED FAULTCURRENT: 39,700AMPSTO UTILITYSERVICE POINT1400.4U1210111113ROOF1400AT MCBDM63200AT 800AT 225AT 225AT SPARE PANEL 200AA2GYMPANEL 150AA3ADMINPANEL60 POLES225AA4MAKERPANEL84 POLES225AH1HEALTHPOINTM4SOUTH SIDE OF GALLERY150AT NORTH SIDE OF GALLERYMAIN ELECTRICAL ROOM7790.4150.4200.4200.4225.4225.4860AT 60.445AT 60AT 80AT 90AT CU-1/#157 MCADH-215 KWCU-1/#249 MCACU-2/#141 MCACU-2/#231 MCA60.4800.480.450.4SPAREG1211MAIN BLDGROUND BARTELECOMGROUND BARGDISTPANELD800A777715DM616E010ONE-LINE DIAGRAMX1.TO CONNECTION POINT WITH PUGET SOUND ENERGY (PSE). SEE DRAWING E050 FOR ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION,ROUTING AND REQUIREMENTS WITH PSE. ALL WORK TO BE PER PSE REQUIREMENTS.2.PSE EXTERIOR PAD-MOUNTED UTILITY TRANSFORMER, PER PSE REQUIREMENTS. CONTRACTOR TO PROVIDE BELOW-GRADE VAULT, PAD, CONDUIT ANDSECONDARY SERVICE CONDUCTORS AND ALL OTHER PARTS AND COMPONENTS NECESSARY FOR COMPLETE INSTALLATION PER PSE STANDARDS ANDREQUIREMENTS. FINAL CONNECTIONS TO TRANSFORMER BY PSE. CONTRACTOR TO VISIBLY MARK EACH CONDUCTOR WITH PHASE AND SPECIFICSERVICE IT FEEDS AND EXTEND EXCESS CABLE PER PSE STANDARDS. CONTRACTOR TO CONFIRM FAULT CURRENT WITH PSE WHEN FINAL UTILITYCONSTRUCTION DRAWINGS ARE COMPLETE, AND ADJUST AIC RATING OF EQUIPMENT AS NEEDED.3.UTILITY SERVICE GROUNDING SHALL BE IN ACCORDANCE WITH NEC 250.24(A) AND PSE REQUIREMENTS.4.REMOTE MOUNTED ELECTRICAL 3-PHASE UTILITY NET METER SOCKET INSTALLED ON EXTERIOR BUILDING FACADE, PER PSE REQUIREMENTS. VERIFYEXACT LOCATION WITH ARCHITECT AND PSE METERING GROUP.5.NOT USED.6.CUSTOMER OWNED DIGITAL METER (INTEGRAL TO SWITCHBOARD) ON FEEDER FOR HEALTH POINT SPECIFIC TENANT LOADS. PROVIDE DATACOLLECTION SYSTEM WITH MONTHLY BILLING ABILITY. BASIS OF DESIGN: EATON PX MULTIPOINT METER7.PROVIDE EMPTY CONDUIT PATHWAY, WITH PULL-STRINGS, (2-3" PVC TO EACH LOCATION) FROM ELECTRICAL ROOM UNDER-SLAB TO LOCATIONS ONSOUTH SIDE OF BUILDING FOR FUTURE PATHWAY FLEXIBILITY. SEE E101 FOR LOCATIONS. NOTE THESE CONDUITS ARE FOR FUTURE USAGE AND INADDITION TO CONDUITS REQUIRED FOR CURRENT BUILDING SYSTEM NEEDS SUCH AS PANEL FEEDERS, LOW VOLTAGE CABLING, ETC.8.PROVIDE 'PV READY' PATHWAY (PER WSEC) WITH 1-2" CONDUIT, WITH PULL-STINGS, FROM NORTH ROOF MECHANICAL WELL DOWN TO MAINSWITCHBOARD. SEE SHEET E103 FOR ROOF LOCATIONS.9.NOT USED10.EQUIPMENT BONDING JUMPER PER NEC 250-28, 250-102 AND TABLE 250-102(C)(1).11.GROUNDING ELECTRODE COPPER CONDUCTOR PER NEC 250.66 AND TABLE 250.66: #1/0 AWG CU UNO.12.PROVIDE GROUNDING CONNECTION TO UNDERGROUND WATER PIPE PER NEC 250-52(A)(2).13.PROVIDE GROUNDING CONNECTION TO UNDERGROUND WATER PIPE PER NEC 250-52(A)(1).14.PROVIDE GROUNDING CONNECTION TO UFER GROUND PER NEC 250-52(A)(3).15.SPACE FOR FUTURE PV ARRAY CIRCUIT BREAKER MUST BE AT THE OPPOSITE END OF THE SWITCHBOARD BUS FROM THE MAIN CIRCUIT BREAKER.16.MAIN SWITCHBOARD TO BE PROVIDED WITH INTEGRAL METERING SYSTEM AND DISPLAY CAPABILITY WITH OUTPUT TO DATA COLLECTION SYSTEM.METERING SYSTEM IS TO ALSO BE CAPABLE OF INPUT FROM OTHER METERING DEVICES (SUCH AS THE NATURAL GAS METER).BASIS OF DESIGN: EATON POW-R-LINE C SWITCHBOARD WITH MPM MULTIPOINT METERING SYSTEM AND PXMP METER BASE192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 E011SCHEDULES192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 VAN123456891010JJE.V. - SINGLEE.V. - DUAL CHARGER1212117WL5WL5WL1-AWL1-AWL1-ETYPTYPWL5WL5WL5WL5WL5WL5WL5WL5WL1-DWL1-BWL1-BWL1-BWL1-BWL1-FWL1-FWL1-CWL1-CWL1-CWL1-C1313131414A4-40,42D-31,33 &D-35,37TYP101010A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-36/R15A4-34/R14A4-34/R14A4-34/R14A4-34/R14A4-34/R14TELE/COM2POWERA3-4115E050ELECTRICAL SITE PLAN -NEW UTILITY POWER ANDSITE LIGHTING PLANX1.EXISTING UTILITY POLE WITH OVERHEAD 3-PHASE POWER AND TELE/COMM INFRASTRUCTURE. CONTRACTORTO PROVIDE NEW CONDUIT SERVICE RISERS UP POLE FOR EACH UTILITY PROVIDER FOR UNDERGROUNDUTILITY SERVICES TO COMMUNITY CENTER BUILDING. CONTRACTOR TO COORDINATE WITH EACH PROVIDERAND WILL PROVIDE PATHWAY AND INFRASTRUCTURE AS REQUIRED FOR EACH SERVICE CONNECTION.2.NEW UNDERGROUND UTILITY STREET CROSSING PER CITY OF RENTON REQUIREMENTS. PROVIDE: POWER - (2)4", TELEPHONE - (2) 4", FIBER OPTIC - (2) 2", AND CABLE TV SERVICES - (2) 4". VERIFY ALL CONDUIT ANDINSTALLATION REQUIREMENTS WITH ALL UTILITY PROVIDERS.3.NEW RECESSED IN-GRADE UTILITY JUNCTION BOXES WITH SKID PROOF LIDS. PROVIDE 1 BOX FOR EACHPOWER, TELEPHONE, FIBER OPTIC, AND CABLE TV ACCORDING TO UTILITY PROVIDERS REQUIREMENTS. FORBID PURPOSES PROVIDE 575 VAULT FOR POWER AND 233 VAULTS FOR EACH LOW VOLTAGE PROVIDER.4.NEW UNDERGROUND SHARED UTILITY TRENCH WITH POWER - (2) 4", TELEPHONE - (2) 4", FIBER OPTIC - (2) 2",AND CABLE TV SERVICES - (2) 4". VERIFY ALL CONDUIT AND INSTALLATION REQUIREMENTS WITH ALL UTILITYPROVIDERS.5.NEW PAD MOUNTED TRANSFORMER PROVIDED BY PSE. CONTRACTOR TO PROVIDE BELOW-GRADE VAULT,VAULT LID, AND CONDUIT PATHWAY PER PSE REQUIREMENTS. BELOW-GRADE VAULT TO BE LOCATED AMINIMUM OF 10 FEET CLEAR OF ANY COMBUSTIBLE CONSTRUCTION.6.NEW UNDERGROUND SECONDARY SERVICE POWER FEEDERS, BY ELECTRICAL CONTRACTOR, FROMTRANSFORMER VAULT TO ELECTRICAL ROOM SERVICE ENTRANCE. SEE ONE-LINE ON SHEET E010 FORCONDUIT AND CABLE SIZES.7.NEW RECESSED IN-GRADE UTILITY PULL-BOXES FOR TELE/COMM SERVICES, PER UTILITY PROVIDERREQUIREMENTS. FOR BID PURPOSES PROVIDE 233 VAULTS FOR EACH LOW VOLTAGE PROVIDER.8.NEW UNDERGROUND TELEPHONE, FIBER OPTIC, AND CABLE TV SERVICES. CONTRACTOR TO PROVIDE CONDUITWITH PULL-ROPE FROM JUNCTION BOX TO ELECTRICAL ROOM SERVICE ENTRANCE.9.EXISTING (2) PARKING LOT LIGHTS IN THIS AREA TO BE DEMOLISHED. EXISTING UNDERGROUND CONDUIT ANDCABLING TO BE DISCONNECTED AND REMOVED FROM AREA OF NEW WORK WHERE ACCESSIBLE. BRANCHCIRCUITRY TO LIGHTS TO BE DISCONNECTED FROM SOURCE ON ELEMENTARY SCHOOL PROPERTY. MAKESAFE EXISTING CONDUCTORS TO REMAIN AND CAP OFF CONDUIT.10.NEW POLE MOUNTED PARKING LOT LIGHTS. ALL NEW LIGHTS SHOWN TO BE FED FROM FAMILY FIRST BUILDING.11.NEW BOLLARD LIGHTS ALONG WALKWAY.12.PROVIDE UNDERGROUND FEEDERS AND CONNECTION TO E.V. CHARGING STATIONS. (3) CHARGING STATIONSARE TO BE PROVIDED AND INSTALLED IN BASE BID. PROVIDE (1) SINGLE AND (1) DUAL-HEAD BOLLARD MOUNTCHARGERS. BASIS OF DESIGN TO BE: CHARGEPOINT #CT4011-GW1 & CT4021-GW1 UNITS.13.UNDERGROUND PATHWAY FOR FUTURE CITY USE. PROVIDE 2" CONDUIT, WITH PULL-ROPE, RUNNING ALONGRIGHT-OF-WAY AND (1) TYPE-1, IN-GRADE JUNCTION BOXES, WITH NON-SKID COVERS, AT EACH END OFCONDUIT RUN. VERIFY EXACT ROUTING AND J-BOX LOCATIONS WITH CITY OF RENTON PRIOR TO ROUGH-IN.REFER TO AND COORDINATE WITH CIVIL AND CITY OF RENTON FOR EXACT SCOPE. SHOWN FOR SCOPEREFERENCE ONLY.14.EXISTING FLASHING SCHOOL BEACON AND SPEED CAMERA TO BE RELOCATED AS DIRECTED BY CITY OFRENTON. EXTEND CONDUITS, CABLING, ETC. AS REQUIRED. REFER TO AND COORDINATE WITH CIVIL AND CITYOF RENTON FOR EXACT SCOPE. SHOWN FOR SCOPE REFERENCE ONLY.15.PROVIDE 120V DUPLEX, WEATHER-RESISTANT RECEPTACLE IN 'HOT BOX ENCLOSURE' FOR CONNECTION TOHEAT TAPE. PROVIDE CIRCUIT WITH 30mA GFCI PROTECTION. VERIFY EXACT LOCATION, DEVICE, ANDCONNECTION REQUIREMENTS WITH CIVIL PRIOR TO ROUGH-IN.192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 A.ALL EXTERIOR LIGHTING FIXTURES SHOWN ARE NEW.B.SEE SHEET E201 FOR BUILDING MOUNTED LIGHT FIXTURES.C.CONDUCTOR SIZE FOR ALL SITE LIGHTING (INCLUDINGGROUNDING) TO BE MINIMUM OF #10AWG, CU.CONTRACTOR TO MAKE ADJUSTMENTS TO WIRE SIZE ASNEEDED TO ACCOMMODATE VOLTAGE DROP BASED ONFINAL DISTANCE OF CABLING RUNS.D.ALL TRENCHING AND FILL OF NEEDED FOR SITEELECTRICAL SCOPE TO BE PERFORMED BY THE GENERALCONTRACTOR.ELECTRIC VEHICLE CHARGING REQUIREMENTS:PER WAC RULE 51-50-0427, PROVISIONS FOR EV CHARGING MUST BE PROVIDED FOR GROUP B, R-1, & R-2OCCUPANCIES.THE FAMILY FIRST COMMUNITY CENTER HAS TWO PORTIONS OF THE BUILDING PROGRAMMING THAT QUALIFYAS GROUP B OCCUPANTS, WHICH INCLUDE MEDICAL/DENTAL (3,635 SF) AND GENERAL OFFICE/BUSINESSES(1,395 SF)PER THE CITY OF RENTON LAND USE CODE, PARKING ALLOCATIONS FOR THOSE TYPES OF OCCUPANTSSHOULD BE:5 PARKING STALLS / 1000 SF OF MEDICAL/DENTAL AND2 PARKING STALLS / 1000 SF OF GENERAL OFFICE/BUSINESS.THIS WOULD EQUATE TO 18 STALL REQUIRED FOR THE MEDICAL/DENTAL AND 3 STALLS REQUIRED FOR THEGEN OFFICE/BUSINESS USES, GIVING A TOTAL OF 21 PARKING STALLS FOR GROUP B OCCUPANCIES.APPLYING 21 PARKING STALLS TO WAC 51-50-0427 REQUIREMENTS EQUATES TO:-20% OF 21 STALLS = 5 CHARGING STATIONS WORTH OF CAPACITY IN ELECTRICAL ROOM-5% OF 21 STALLS = 2 CHARGING STATIONS FOR DAY 1 INFRASTRUCTURETHE PROJECT WILL INSTALL 3 EV CHARGING STATIONS ON DAY 1 AND THERE WILL BE CAPACITY FOR 2ADDITIONAL CHARGING STATIONS IN OUR ELECTRICAL SERVICE. VANC C C C C C C C C C C C C C C C C C C C C C CCCCCCCCCC0.00.00.00.00.20.60.60.00.00.00.00.20.80.90.00.00.00.00.21.21.20.00.00.00.10.11.61.40.00.00.00.10.22.20.00.00.00.10.30.00.00.00.10.30.00.00.10.10.20.00.00.10.10.00.10.10.20.00.10.30.40.00.10.50.00.10.80.00.00.90.00.00.90.00.11.30.00.12.10.00.12.20.00.11.40.00.11.00.00.11.10.00.11.30.00.11.30.00.11.10.00.11.00.00.11.40.00.12.20.00.12.10.00.11.30.00.10.90.00.11.00.00.11.10.00.21.00.00.11.10.00.01.00.00.10.90.00.11.60.00.12.30.00.11.90.00.11.20.00.11.00.00.11.20.00.21.30.00.11.30.00.11.10.00.11.10.00.11.80.00.22.50.00.11.90.00.11.10.00.00.90.00.00.90.00.10.70.00.10.40.60.70.90.91.21.62.31.81.51.21.01.01.31.62.21.81.51.00.60.30.10.00.00.10.20.30.30.30.20.30.60.90.80.40.20.10.10.30.50.90.80.40.20.10.10.00.00.00.00.10.10.20.20.20.20.30.40.30.30.20.10.10.20.30.30.30.20.10.10.00.00.01.30.50.40.40.50.61.21.61.10.60.50.40.40.30.30.21.20.42.94.63.72.13.25.22.40.61.00.30.50.20.20.11.20.30.50.20.20.51.52.31.20.30.20.10.10.10.10.12.20.40.90.10.10.10.00.20.10.10.10.10.10.10.13.10.62.10.00.00.00.00.02.50.32.40.00.00.00.00.01.30.21.00.00.00.00.00.01.00.20.40.00.00.00.00.01.51.21.10.20.10.00.00.00.00.01.31.00.90.20.00.00.00.00.00.00.90.00.00.00.00.00.80.00.00.00.00.00.80.00.10.10.00.02.20.00.70.20.00.02.61.51.00.30.00.01.51.10.73.11.20.30.10.01.71.12.51.40.60.20.12.11.41.22.21.10.60.12.11.50.62.51.80.80.12.32.93.31.13.62.90.70.11.91.60.80.32.12.10.80.11.51.40.40.11.81.30.90.21.50.60.21.51.30.90.22.11.30.62.11.60.80.22.52.61.93.42.90.80.12.32.52.52.02.30.80.11.81.91.90.90.50.20.20.20.30.71.10.92.11.20.80.22.92.32.41.71.81.41.41.41.61.72.11.72.11.71.10.50.80.60.30.20.30.30.30.30.30.30.30.30.20.20.20.20.11.00.80.40.40.40.40.50.50.50.50.40.40.40.30.30.30.21.20.90.60.50.60.60.70.70.70.70.70.60.60.50.50.40.31.51.31.10.70.70.70.80.90.91.01.00.90.80.80.70.60.60.51.91.91.71.30.90.91.01.11.21.31.31.31.21.11.00.90.90.80.62.52.12.11.41.01.11.31.41.51.61.61.61.51.51.41.21.11.00.90.92.02.01.91.41.11.21.51.71.81.81.81.81.81.81.71.61.41.31.30.71.81.71.61.31.11.31.61.92.01.91.92.02.02.11.91.91.81.71.70.71.71.51.51.31.11.31.61.92.01.91.92.02.02.22.12.22.32.32.20.81.31.31.41.21.11.21.51.71.81.81.81.92.02.02.12.32.52.72.81.01.21.11.31.31.01.11.21.41.51.61.71.71.71.92.02.22.53.02.90.70.91.21.11.11.21.21.00.90.91.01.21.31.41.41.41.41.72.12.83.73.71.01.21.41.11.11.21.21.00.70.70.80.91.01.01.01.01.01.11.21.10.80.61.31.41.61.01.41.31.31.00.50.60.60.70.70.80.80.70.70.60.50.50.40.41.31.41.81.01.61.52.01.61.91.21.71.42.41.92.31.41.71.52.21.82.11.51.91.81.51.51.91.42.32.01.41.61.91.42.01.81.51.71.91.21.71.51.61.82.11.21.61.41.51.71.91.21.41.51.71.91.11.41.51.81.02.01.61.91.12.41.92.31.12.21.72.01.01.41.41.80.81.31.51.70.81.01.31.51.61.01.01.31.41.61.01.01.31.51.61.01.21.31.51.60.91.21.41.51.70.81.31.41.41.80.81.32.11.72.01.01.31.82.41.92.31.21.52.02.11.71.91.11.72.21.41.51.91.01.62.01.51.71.91.01.31.81.51.82.01.11.62.51.71.82.21.21.72.42.22.51.91.81.71.41.51.51.41.51.71.81.61.00.81.61.82.01.21.31.81.82.42.02.01.81.31.11.11.21.61.81.91.71.10.70.51.51.72.01.11.21.31.41.51.31.31.21.11.11.01.01.11.21.21.10.90.70.51.61.62.11.21.11.11.21.21.11.11.11.11.21.21.11.01.01.00.90.80.70.52.31.92.41.51.01.11.11.11.11.21.21.31.41.31.21.11.01.00.90.80.70.52.42.12.61.51.01.01.11.11.11.21.31.41.41.41.21.11.11.00.90.80.70.52.11.82.21.30.90.91.01.01.01.11.21.31.21.21.11.11.00.90.80.70.50.41.31.52.01.10.90.91.01.01.01.01.01.11.11.11.11.11.00.90.70.50.40.31.31.51.91.00.91.41.61.81.61.31.11.11.11.41.71.81.61.20.70.50.40.21.11.31.71.11.01.41.92.11.91.41.31.31.31.51.92.11.81.20.80.70.40.20.81.01.41.21.31.51.31.61.41.51.61.61.51.51.31.61.31.41.10.80.40.2WL1-DWL1-AWL1-AWL5WL5WL5WL5WL5WL5WL5WL5WL5WL5CL1CL1WL2WL2WL2WL2WL3WL3WL3WL1-FWL1-FWL1-CWL1-CWL1-CWL1-CWL1-BWL1-BWL1-BWL1-BWL1-EE051SITE LIGHTING -PHOTOMETRICCALCULATIONS192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 PARKING LOT LIGHTING STATISTICSAVERAGEMAXIMUMMINIMUMMAX/MINAVERAGE/MIN1.3 FC3.7 FC0.1 FC37.0:113.0:1 DNDNVAN1234567AABBCCDDEEE.2FF8.21110ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.589E.3MEN'SRESTROOM113CONSELING1HP 105PANEL H1PANEL A4PANEL A3E1101REMOTE PSEUTILITY METERFARA4DWTV: +72"WP/GFIWP/GFIWP/GFIWP/GFIWP/GFIWP/GFIWP/GFITV+60"TVCOPIERJJ+42"1TYPICAL11TYPICAL123232255557GFI67L6-30711TYPICAL1TYPICAL1E1102E1104E1103COPIERJCLGPROJECTORJSSCREEN1011 +42"+42"+42"+42"+102"+102"HOODSDISHWASERINSTA-HOTDISPOSALSA4-1,3A4-5A4-7A4-7A4-9A4-11A4-19A4-13A4-15A4-19A4-21,23A4-37A4-37A4-29A4-29A4-29A4-29A4-29A4-29A4-27A4-27A4-27A4-2A4-2A4-4A4-4A4-4A4-6A4-6A4-6A4-8A4-8A4-10A4-10A4-12A4-14A4-16A4-18A4-22A4-22A4-24,26A4-28,30A4-37REFREFOVEN A2-23A2-25A2-27A2-29A2-31A2-33A2-35A2-37+72"TVA2-17A2-17A2-17A2-19A2-19A2-19A2-11A2-11A2-11A2-13A2-13A2-13A2-13A2-13A2-13A2-15A2-15A2-15A2-15A2-15A2-22J12J12+144"JJ12+144"12+144"12J13A2-24A2-24A2-24A2-24A2-40A2-40A2-40GFI8TYPICAL6-20R6-20RMW @24"+36"MW@24"A4-17GYM DIVIDER3/4HP, 120V/1PH.A2-4SK 14BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-6A3-2,4A3-6A3-8A3-8A3-8A3-8A3-12A3-14A3-16A3-1818A3-264A3-28A3-1A3-1A3-3A3-3A3-3A3-3A3-3A3-8A3-7A3-7A3-7A3-9A3-9A3-9A3-9A3-11A3-15A3-15A3-15A3-17A3-17A3-17A3-17A3-17A3-20A3-20A3-20A3-20A3-20A3-25A3-25A3-25A3-25A3-25A3-25A3-25A3-25A3-27A3-27A3-27A3-27A3-27A3-27A3-29A3-29GFIGFIA1-28A1-30A1-30A1-30A1-30A1-30A1-28A1-28A1-28A1-26A1-26A1-24A1-24A1-22A1-22A1-22A1-22A1-22A1-20A1-20A1-20A1-20A2-24A2-26A2-26A2-18A2-20A2-20A2-20A2-20A2-20A2-20SECURITY GATESKSK 14A4-3314BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-814BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1014BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1414BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-1614BASKETBALL BACKSTOP3/4HP, 120V/1PH.A2-12A1-16J15IRRIGATIONCONTROLLERA2-22A2-22A2-18H1-9H1-9H1-9H1-9H1-19H1-19H1-19H1-19H1-11H1-11H1-11H1-11H1-13H1-13H1-13H1-13H1-15H1-15H1-15H1-15H1-17H1-17H1-17H1-17H1-23H1-23H1-23H1-23H1-23H1-23H1-25H1-25H1-25H1-25H1-27H1-25H1-27H1-27H1-29H1-29H1-29H1-31H1-33H1-33H1-39H1-39H1-39H1-39H1-41H1-41H1-41H1-41H1-41H1-41H1-45,47H1-49H1-49A2-15H1-51,53H1-55H1-25H1-25H1-59H1-59H1-59H1-59H1-59PANELA2PANEL DWP/GFIA3-19WP/GFIA3-1916TYP.1616TYP.16TYP.H1-5911111H1-23A4-2991A3-15171818GFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIA3-17GFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIA3-8GFIA3-17A3-20A3-20GFIA3-27GFIA1-30SCOREBOARD CONSOLE1919H1-25H1-33H1-3919SERVER,A2-362011.42345678.211105.589E101FLOOR PLAN - POWERX1.PROVIDE CONTROLLED RECEPTACLES FOR 50% OF THE RECEPTACLES IN ALL OFFICES, CONFERENCE ROOMS,CLASSROOMS AND BREAK ROOMS PER WSEC REQUIREMENTS. RECEPTACLES ARE TO BE HALF SWITCHED AND LABELEDPER NEC. PROVIDE RELAY, RATED FOR 20A RECEPTACLE, FOR ON/OFF CONTROL FROM LIGHTING CONTROL OCCUPANCYSENSOR.2.PROVIDE GFCI PROTECTION TO ALL DEVICES IN THIS SPACE AS REQUIRED BY NEC 210.8(B). SEE PANEL SCHEDULES ONE011 FOR GFCI PROTECTION AT CIRCUIT BREAKERS.3.PROVIDE DEDICATED CIRCUIT FOR ALL KITCHEN EQUIPMENT AND APPLIANCES.4.PROVIDE CONNECTION TO MOTORIZED DOOR OPERATOR AT VESTIBULE DOOR. VERIFY EXACT LOCATION OF OPERATORBUTTONS AND CONNECTION REQUIREMENTS WITH ARCHITECT AND EQUIPMENT PROVIDER. PROVIDE CONNECTION TOENTRY ACCESS SYSTEM.5.PROVIDE CEILING MOUNTED CORD REELS WITH QUAD RECEPTACLE FOR MAKER SPACE WORK BENCHES. PROVIDEDDEDICATED CIRCUIT FOR EACH CORD REEL. PROVIDE HUBBELL # HBLI25123R220M16.PROVIDE DEDICATED CIRCUIT AND CONNECTION DEVICE FOR SERVER(S) AS REQUIRED BY HEALTH POINT I.T.DEPARTMENT. VERIFY CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN.7.PROVIDE EMPTY (2)3" CONDUIT(S) WITH PULL-STRINGS, RUN UNDER-SLAB FROM ELECTRICAL ROOM TO EACH LOCATIONSHOWN, FOR POSSIBLE FUTURE POWER AND TELECOM INFRASTRUCTURE. SEE ONE-LINE DIAGRAM & DETAIL #1 ON E110FOR ELECTRICAL ROOM LOCATIONS.8.NO EXPOSED CONDUIT OR CABLING IS TO BE RUN THRU THE GALLERY SPACE. ALL CONDUIT & CABLING IS TO BECONCEALED IN WALLS, RUN UNDERGROUND OR ROUTED AROUND THE GALLERY SPACE.9.GALLERY SECURITY GATE. PROVIDE POWER CONNECTION TO GATE MOTOR AND ALL REQUIRED CONTROL WIRING ASREQUIRED BY MANUFACTURER IN ORDER TO CONNECT COMPLETE. VERIFY LOCATION OF CONTROLLER WITH ARCHITECT.10.PROVIDE 1-1/2" CONDUIT PATHWAY FROM CEILING LOCATION TO WALL AV JUNCTION BOX FOR CONNECTIVITY WITHPROJECTOR. VERIFY LOCATIONS AND CONDUIT SIZE WITH AV VENDOR.11.PROVIDE POWER CONNECTION TO MOTORIZED SCREEN AND CONTROL SWITCH AS REQUIRED TO CONNECT COMPLETE.VERIFY LOCATIONS AND CONNECTION REQUIREMENTS WITH AV VENDOR.12.PROVIDE RECESSED J-BOX AT EACH SCOREBOARD LOCATION AND 1-1/2" CONDUIT PATHWAY, WITH PULL-STRING, FROMJ-BOX TO CONSOLE LOCATION AS REQUIRED BY SCOREBOARD MANUFACTURER. VERIFY EXACT MOUNTING LOCATIONWITH ARCHITECT.13.CONNECTION TO MOTORIZED GYM DIVIDER CURTAIN. PROVIDE POWER CONNECTION ALONG WITH CONTROLLER WIRINGFROM MOTOR TO KEYED SWITCH PER MANUFACTURER REQUIREMENTS AND CONNECT COMPLETE.14.CONNECTION TO MOTORIZED BASKETBALL BACKSTOPS. PROVIDE POWER CONNECTION TO WINCH ALONG WITHCONTROLLER WIRING FROM MOTOR TO KEYED SWITCH PER MANUFACTURER REQUIREMENTS AND CONNECT COMPLETE.15.PROVIDE (1) 2" PVC CONDUIT, WITH PULL-STRING, FROM IRRIGATION CONTROLLER RUNNING UNDERGROUND OUT TONEAREST PLANTING AREA, ROUGHLY 20 LINEAR FEET. VERIFY EXACT ROUTING AND LENGTH WITH G.C. AND LANDSCAPECONTRACTOR.16.ALL RECEPTACLES LOCATED IN HEALTHPOINT CLINIC AREA ARE TO BE HEAVY-DUTY HOSPITAL GRADE (EXCEPT FORWAITING, CHECK-IN AND GROUP ED ROOMS).17.PROVIDE CONNECTION TO PANO XRAY MACHINE AND ALL ASSOCIATED ACCESSORIES INCLUDING REMOTE CONTROLS.VERIFY ALL WIRING, PATHWAY AND CONNECTIONS REQUIRED BY MANUFACTURER ACCORDING TO SPECIFIC EQUIPMENTSUPPLIED FOR THIS PROJECT, PRIOR TO ROUGH-IN.18.PROVIDE FLUSH FLOOR BOX RECEPTACLES IN MEETING ROOMS AS SHOWN AND REQUIRED BY NEC 210.65(B)(2). PROVIDEHUBBELL # S1PFB WITH S1TFCGY COVER PLATE. VERIFY COLOR WITH ARCHITECT PRIOR TO ORDER.19.PROVIDE FLUSH FLOOR BOX WITH POWER AND TELE/DATA RECEPTACLES IN GYM AND SPONSOR OFFICE AS SHOWN.PROVIDE HUBBELL # S1SFB WITH S1TFCBRS COVER PLATE. VERIFY COLOR WITH ARCHITECT PRIOR TO ORDER.20.MAIN SERVER LOCATION. PROVIDE DEDICATED CIRCUIT AND CONNECTION DEVICE FOR SERVER(S) AS REQUIRED BY I.T.DEPARTMENT AND DESIGN BUILD LOW VOLTAGE SUBCONTRACTOR. PROVIDE (3) 2-INCH & (2) 3-INCH CONDUITS FROMELECTRICAL ROOM TO SERVER FOR CONNECTIVITY TO ALL TELECOM PROVIDERS AND PATHWAY FOR CABLING BACK TOTHE NORTH HALF OF THE BUILDING. VERIFY CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN.192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021ALL LOW VOLTAGE SYSTEMS ARE DESIGN-BUILD. LOW VOLTAGE DEVICESSHOWN IN THIS SET ARE FOR COORDINATION AND SCOPE INTENTPURPOSES ONLY. SEE LOW VOLTAGE CONTRACTOR'S DRAWING SET FOREQUIPMENT AND DEVICE QUANTITIES AND LOCATIONS.SEE SHEET E121 FOR ADDITIONAL SCOPE CONTENT.A.PROVIDE TAMPER-PROOF RECEPTACLES IN ALL BUILDING AREAS ACCESSIBLE TO GENERAL PUBLIC,INCLUDING ALL HEALTH POINT AREAS.B.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCHCIRCUITS RATED 150V TO GROUND OR LESS, 50 AMPS OR LESS, AND THREE-PHASE RECEPTACLES RATED150V TO GROUND OR LESS, 100 AMPS OR LESS, INSTALLED IN BATHROOMS, KITCHENS, AND WITHIN 6-FEETOF A SINK ARE TO BE PROVIDED WITH GFCI PROTECTION PER 210.8(B).C.INSTALL GFCI PROTECTED RECEPTACLES WITHIN 25-FEET OF ALL MECHANICAL EQUIPMENT FORMAINTENANCE. FIELD VERIFY EXACT LOCATIONS WITH MECHANICAL CONTRACTOR.D.CONTROLLED RECEPTACLES PER WSEC: 50% OF THE RECEPTACLES IN ALL OPEN AND ENCLOSEDOFFICES, CONFERENCE ROOMS, CLASSROOMS, AND BREAK ROOMS ARE TO BE AUTOMATICALLYCONTROLLED AS PER ENERGY CODE REQUIREMENTS. UNLESS NOTED OTHERWISE, RECEPTACLES ARETO BE BE HALF-SWITCHED WITH THE TOP OUTLET AUTOMATICALLY SWITCHED VIA THE LIGHTING CONTROLSYSTEM IN THE ROOM. AUTOMATICALLY CONTROLLED RECEPTACLES ARE TO AHVEMANUFACTURER-INSTALLED ENGRAVED LABELING IDENTIFYING THE SWITCHED OUTLETS AT EACHLOCATION.E.VERIFY ALL DEVICE AND SWITCH LOCATIONS WITH ARCHITECT, OWNER & TENANTS, PRIOR TO ROUGH-IN. DNDNVAN111.4223344556677AABBCCDDEEE.2FF8.28.211111010ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.55.58899E.3MEN'SRESTROOM113FC1FC1CONSELING1HP 105FC1FC1HP-203HP-204HP-205HP-209HP-101HP-102HP-103HP-104HP-110HP-113HP-106HP-111HP-201HP-108HP-115HP-202WHCPHP-207BC-2HP-206HP-208HP-117HP-118HP-116HP-114BC-1HP-105HP-107HP-109HP-112DH-1DH-2A1-8,10A1-8,10A1-8,10A1-8,10A1-8,10A1-8,10A1-8,10PANEL A2PANELH1PANEL A4PANEL A3PANEL A1A1-8,10A1-8,10MSB-11A1-8,10A1-8,10A1-18A1-18A1-18D-20,22D-20,22D-20,22D-20,22D-20,22D-20,22D-14,16,18H1-6,8H1-6,8H1-6,8H1-6,8H1-2,4H1-6,8H1-2,4H1-2,4H1-2,4H1-2,4H1-2,4H1-6,8H1-2,4D-24,26D-24,26D-24,26D-24,26MSBPANEL DA2-42DAMPERDAMPER22J4A2-42A2-42A1-231111111111111111J3J5A1-20E102FLOOR PLAN -MECHANICAL POWER192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021X1.MECHANICAL UNIT TO HAVE CONDENSATE PUMP. COORDINATE WITH MECHANICAL ANDPROVIDE LINE VOLTAGE CONNECTIONS TO PUMP AS REQUIRED, BY MANUFACTURER, TOCOMPLETE SYSTEM INSTALLATION.2.E.C. TO PROVIDE 120V/1PH CONNECTION TO MOTORIZED DAMPER AS REQUIRED BYMECHANICAL SCOPE.3.PROVIDE 120V/1PH CONNECTION TO CO2 SENSOR. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH MECHANICAL.4.PROVIDE 120V/1PH CONNECTION TO GAS METER. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH PLUMBING.5.PROVIDE 120V/1PH CONNECTION TO HEAT PUMP CONTROL PANEL. COORDINATE EXACTLOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR.A.INSTALL GFCI PROTECTED RECEPTACLES WITHIN 25-FEET OF ALL MECHANICALEQUIPMENT FOR MAINTENANCE. FIELD VERIFY EXACT LOCATIONS WITHMECHANICAL CONTRACTOR.B.ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR TOVERIFY THE ELECTRICAL LOADS AND CONNECTION REQUIREMENTS FOR ALL HVAC,PLUMBING, AND ASSOCIATED EQUIPMENT BASED ON THE APPROVED EQUIPMENTSUBMITTALS. MAKE ALL NECESSARY CHANGES TO THE SERVING CIRCUITBREAKERS AND CABLING TO ACCOMMODATE THE APPROVED MECHANICALEQUIPMENT. 111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.211111010ALUMINUM SUNSHADEMETAL COPING, TYPMECHANICAL WELLPARAPET BELOW, TYPGUTTERALUMINUM SUNSHADEGUTTERGUTTER5.55.58899E.3E.3BID ALTERNATE/FUTUREGREEN ROOFD.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.FAFAFAFAFAFAFA98'-0"31'-8"19'-0"64'-10"52'-2"35'-0"71'-11"8'-4"10'-8"19'-0"19'-0"19'-0"7'-10"11'-2"19'-0"19'-0"3'-0"16'-0"19'-0"71'-11"16'-5 1/2"26'-6 1/2"12'-0"34'-4"40'-4" 16'-5 1/2"26'-6 1/2"12'-0"34'-4"8'-8"15'-6"16'-2"242'-11"129'-8"242'-11"MECHANICAL WELLFAFAFAFAFAFABID ALTERNATE/FUTURESOLAR PANELSMECHANICAL WELL ACCESSDOORMECHANICAL WELL ACCESSDOORGUTTERFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAR1FALL ARREST ACHOR, TYP.CU-1CU-2AC-141WP/GFCIWP/GFCIWP/GFCIWP/GFCI2222ERV-1ERV-2A1-14A1-14A1-2,4,6MSB-10MSB-8MSB-9MSB-7D-1,3,5A2-2D-13,15,171A2-2WL3A2-2WL3A1-14STSSTS33E103ROOF PLAN -POWER & MECHANICAL192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021X1.PROVIDE ELECTRICAL CONNECTION TO ROOFTOP MECHANICAL UNITS. VERIFY EXACTEQUIPMENT LOADS AND CONNECTION REQUIREMENTS WITH MECHANICAL PRIOR TOROUGH-IN..2.PROVIDE CONVENIENCE RECEPTACLE WITHIN 25 FEET OF MECHANICAL EQUIPMENT.3.PROVIDE 90 MINUTE TIMER SWITCH (EXTERIOR RATED) FOR ACTIVATION OF LIGHTFIXTURES IN MECHANICAL WELL.4.PROVIDE 1-2" CONDUIT WITH PULL-STRING FROM MECHANICAL WELL TO ELECTRICALROOM FOR "PV READY" PATHWAY. LAB/STERILEHP114RRHP115PHLEBHP116+68"+36"FRIDGEULTRASONICHYDRIMUC FRIDGE23333+18"STATIMH1-52H1-54H1-54H1-54H1-56H1-56 H1-64 H1-60,62H1-58H1-58H1-70H1-689TYPICALH1-56 AUTOCLAVE3VISTAPUREH1-66312JMEDICALPODHP109+60"+60"1H1-38H1-40H1-40H1-44H1-46H1-44H1-42H1-38H1-42H1-38H1-46PANEL H1GFIH1-38H1-38DENTALEXAMHP108DENTALEQUIPHP107686879MAC-1MAV-1H1-14,16H1-18,20H1-22H1-24H1-26H1-28H1-30JJH1-32X-RAYH1-61H1-63H1-63H1-63H1-61H1-61109TYPICALH1-3412JGFIGFIGFIGFI13TYPICALELEC RM115JAN116JAN118WOMEN'SLOCKERSWOMEN'SRESTROOMEXIT134REMOTE PSEUTILITY METERSE PANEL A1A1-29MAIN SWITCHBOARD 'MSB'GFIFACP, A1-25LCPA1-27TELECOMMA1-31A1-31A1-331544J145192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021E110ENLARGED POWER PLANS& DETAILSX1.PROVIDE CONTROLLED RECEPTACLES FOR 50% OF THE RECEPTACLES IN ALL OFFICES,CONFERENCE ROOMS, CLASSROOMS AND BREAK ROOMS PER ENERGY CODEREQUIREMENTS. RECEPTACLES ARE TO BE HALF SWITCHED WITH LABELING PER NEC OFWHICH OUTLET IS CONTROLLED.2.PROVIDE GFCI PROTECTION ON ALL DEVICES WITHIN 6-FEET OF SINKS AND WATERSOURCES. SEE PANEL SCHEDULES ON E011 FOR GFCI PROTECTION AT CIRCUITBREAKERS.3.PROVIDE DEDICATED CIRCUIT FOR EACH PIECE OF SPECIALTY EQUIPMENT ANDAPPLIANCES. VERIFY MANUFACTURERS CONNECTION AND CABLING REQUIREMENTSPRIOR TO ROUGH-IN4.PROVIDE & INSTALL FIRE RATED BACKBOARDS MOUNTED TO WALL INDICATED. PROVIDEA/C GRADE SHEETS, 4-FT X 8-FT X 3/4-INCH. TOP OF SHEET TO BE MAX OF 8'-6" AFF. ALLEDGES ARE TO BE SMOOTH AND SPLINTER-FREE. PAINT TO MATCH FINISHED WALLSWITH FIRE RETARDANT PAINT.5.PROVIDE 3" CONDUIT PATHWAYS, RUN UNDER-SLAB, FROM ELECTRICAL ROOM TO THEFOLLOWING LOCATIONS (AS SHOWN ON SHEET E101) FOR POTENTIAL FUTURE POWERAND TELECOM CABLING TO SOUTH SIDE OF THE BUILDING. (THESE FUTURE CONDUITSARE IN ADDITION TO ANY PATHWAY REQUIRED FOR CURRENT PROJECT SCOPE)-(2) TO HEALTH POINT SERVER IN HP 113-(2) TO STORAGE RM 111-(2) TO STORAGE RM 1056.CONNECTION TO DENTAL CHAIR. PROVIDE 1/2" EMT CONDUIT STUBBED OUT OF FLOOR1-1/2" WITH BOX AND HOSPITAL GRADE DUPLEX RECEPTACLE FED BY DEDICATEDCIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 3/4" CONDUIT STUBBED 1-1/2" OUTOF FLOOR FOR DATA CABLING.7.CONNECTION TO DENTAL EQUIPMENT CENTRAL CONSOLE. PROVIDE 1" EMT CONDUITSTUBBED OUT OF FLOOR 1-1/2" WITH BOX AND HOSPITAL GRADE QUAD RECEPTACLE FEDBY DEDICATED CIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 2" CONDUITSTUBBED 1-1/2" OUT OF FLOOR FOR DATA CABLING.8.CONNECTION TO DENTAL "12 O'CLOCK UNIT". PROVIDE 1" EMT CONDUIT STUBBED OUT OFFLOOR 1-1/2" WITH BOX AND HOSPITAL GRADE DUPLEX RECEPTACLE FED BY DEDICATEDCIRCUIT, AS DIRECTED BY MANUFACTURER. PROVIDE 2" CONDUIT STUBBED 1-1/2" OUT OFFLOOR FOR DATA CABLING.9.PROVIDE CONDUIT PATHWAY BETWEEN DENTAL CHAIRS, CENTER CONSOLE AND '12O'CLOCK UNITS" PER MANUFACTURER REQUIREMENTS. VERIFY PATHWAY SIZE ANDEQUIPMENT CONNECTION LOCATIONS PRIOR TO ORDER AND ROUGH-IN.10.PROVIDE J-BOXES AND RECEPTACLES MOUNTED WITHIN CENTRAL CONSOLE ASREQUIRED BY MEDICAL DEVICE VENDOR AND EQUIPMENT MANUFACTURER.11.ALL DEVICES LOCATED IN HEALTHPOINT CLINIC AREA ARE TO BE HEAVY-DUTY HOSPITALGRADE (EXCEPT FOR WAITING, CHECK-IN AND GROUP ED ROOMS).12.CONNECTIONS TO DENTAL EQUIPMENT REMOTE SHUT-OFF SWITCH. E.C. TO PROVIDECONDUIT PATHWAY AND LOW VOLTAGE CONTROL CABLING (#18/4 AWG) FROM SWITCHLOCATION IN LAB 114 TO DENTAL AIR COMPRESSOR & VACUUM IN EQUIP 107. PROVIDECONTROL SWITCH (AIR TECHNIQUES # 53251) AND 2-GANG OUTLET BOX IN LAB 114.VERIFY EXACT LOCATIONS WITH ARCHITECT AND TENANT PRIOR TO ROUGH-IN. VERIFYALL CABLING AND TERMINATION REQUIREMENTS WITH MANUFACTURER AND CONNECTCOMPLETE.13.IN DENTAL EXAM ROOM, CONTRACTOR IS TO MARK OUT ALL PROPOSED EQUIPMENTLOCATIONS AND CONDUIT ROUTING AND CONFIRM WITH ARCHITECT, TENANT ANDEQUIPMENT PROVIDER PRIOR TO ROUGH-IN.14.PROVIDE 2-INCH PVC CONDUIT AND NEMA 3R ENCLOSURE ON EXTERIOR FACADE FORPSE METERING ANTENNA, AS REQUIRED BY PSE STANDARDS. CONDUIT TO RUN FROMNEMA ENCLOSURE INTO ELECTRICAL ROOM AND BE LABELED "PSE USE ONLY".15.PROVIDE (3) 2-INCH AND (2) 3-INCH CONDUITS FROM THE ELECTRICAL ROOM TO THESERVER LOCATION IN STORAGE RM 109, FOR TELECOM UTILITY CONNECTIVITY ANDCABLING BACK TO THE NORTH HALF OF THE BUILDING.E1101E1102E1103E1104A.PROVIDE TAMPER-PROOF RECEPTACLES IN ALL BUILDING AREAS ACCESSIBLE TO GENERAL PUBLIC.B.GFCI PROTECTION: ALL 125-VOLT THROUGH 250-VOLT RECEPTACLES SUPPLIED BY SINGLE-PHASE BRANCHCIRCUITS RATED 150V TO GROUND OR LESS, 50 AMPS OR LESS, AND THREE-PHASE RECEPTACLES RATED150V TO GROUND OR LESS, 100 AMPS OR LESS, INSTALLED IN BATHROOMS, KITCHENS, AND WITHIN 6-FEETOF A SINK ARE TO BE PROVIDED WITH GFCI PROTECTION PER 210.8(B).C.INSTALL GFCI PROTECTED RECEPTACLES WITHIN 25-FEET OF ALL MECHANICAL EQUIPMENT FORMAINTENANCE. FIELD VERIFY EXACT LOCATIONS WITH MECHANICAL CONTRACTOR.D.CONTROLLED RECEPTACLES PER WSEC: 50% OF THE RECEPTACLES IN ALL OPEN AND ENCLOSEDOFFICES, CONFERENCE ROOMS, CLASSROOMS, AND BREAK ROOMS ARE TO BE AUTOMATICALLYCONTROLLED AS PER ENERGY CODE REQUIREMENTS. UNLESS NOTED OTHERWISE, RECPTACLES ARE TOBE BE HALF-SWITCHED WITH THE TOP OUTLET AUTOMATICALLY SWITCHED VIA THE LIGHTING CONTROLSYSTEM IN THE ROOM. AUTOMATICALLY CONTROLLED RECEPTACLES ARE TO AHVEMANUFACTURER-INSTALLED ENGRAVED LABELING IDENTIFYING THE SWITCHED OUTLETS AT EACHLOCATION.E.CONTRACTOR TO VERIFY ALL HEALTH POINT EQUIPMENT LOCATIONS WITH HEALTH POINT STAFF PRIOR TOMATERIAL ORDER AND ROUGH-IN. ADJUST LOCATIONS AS NEEDED AND DIRECTED.F.ELECTRICAL ROOM DOORS ARE TO BE EQUIPPED WITH PANIC BARS / HARDWARE FOR EGRESS.COORDINATE WITH ARCHITECT.A.SWITCHBOARD BASIS OF DESIGN IS: EATON POW-R-LINE C SWITCHBOARD WITH MPMMULTIPOINT METERING SYSTEM AND PXMP METER BASE.B.SWITCHBOARD FOOTPRINT MUST BE NO LARGER THEN 117-INCHES LONG BY 30-INCHES DEEP.C.PROVIDE MINIMUM OF 6-FEET WORKING CLEARANCE IN FRONT OF SWITCHBOARD SECTION(S)CONTAINING UTILITY METERING EQUIPMENT PER PSE REQUIREMENTS.D.ELECTRICAL CONTRACTOR TO COORDINATE DIRECTLY WITH ARCHITECT TO ENSUREELECTRICAL ROOM DOUBLE-DOORS LINE UP WITH METERING SECTION (BASED ONSWITCHBOARD SHOP DRAWINGS) TO ACHIEVE PSE CLEARANCE REQUIREMENTS.E.ELECTRICAL CONTRACTOR TO COORDINATE ALL INCOMING UTILITY SERVICE CONDUIT ROUTINGAND LOCATIONS WITHIN ELECTRICAL ROOM WITH ALL PROVIDERS AND ARCHITECT. DNDNVAN1234567AABBCCDDEEE.2FF8.21110ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.589E.3MEN'SRESTROOM113CONSELING1HP 105FARATV+60"TVCOPIER+42"WAPWAPWAPWAPWAPWAPWAPWAPWAPWAP62TYPICAL2TYPICALCOPIER+42"+42"+102"+102"+72"TVCRCRCRCRCRCRCRCRCRCRTV: +72"+42"665JCLGPROJECTORJ113TYPICAL+42"+42"+42"+42"+42"+60"+60"FACPTELECOMM SERVER15IC1TYPICAL1TYPICAL1TYPICAL1TYPICAL1TYPICALIC410992TYPICAL7788IC7112TYPICAL111112TYPICAL12TYPICAL13131414TYPICALGMGMGMMMMGMMM14TYPICALS61511.42345678.211105.589E121FLOOR PLAN -PRELIMINARY LOW VOLTAGESYSTEMSX1.FOR ALL GENERAL TELECOM OUTLETS, PROVIDE (2) CAT6a CABLES. VERIFYTERMINATION REQUIREMENTS WITH IT DEPARTMENT.2.ALL TELECOM OUTLETS IN HEALTHPOINT CLINIC ARE TO HAVE (3) CAT6a CABLES.VERIFY TERMINATION REQUIREMENTS WITH HEALTHPOINT IT DEPARTMENT.3.NO EXPOSED CONDUIT OR CABLING IS TO BE RUN THRU THE GALLERY SPACE.ALL CONDUIT & CABLING IS TO BE CONCEALED IN WALLS, RUN UNDERGROUNDOR ROUTED AROUND THE GALLERY SPACE4.LOCATION OF MAIN BUILDING SERVER.5.LOCATION OF HEALTHPOINT CLINIC SERVER. PROVIDE CABLING CONNECTIONTO TELECOM SERVICE ENTRANCE(S) IN MAIN ELECTRICAL ROOM.6.PROVIDE EMPTY (2) 3" CONDUIT(S) WITH PULL-STRINGS, RUN UNDER-SLAB FROMELECTRICAL ROOM TO EACH LOCATION SHOWN, FOR FUTURE TELECOMINFRASTRUCTURE. SEE ONE-LINE DIAGRAM & DETAIL #1 ON E110 FORELECTRICAL ROOM LOCATIONS.7.PROVIDE INTERCOM STATION OUTSIDE MAIN ENTRY VESTIBULE WITH MASTERCONTROL INTERCOM STATIONS; (1) AT FRONT DESK AND (1) IN THE STAFFCORALS. MASTER STATIONS TO HAVE CONNECTION TO ENTRY ACCESS SYSTEMTO REMOTELY UNLOCK DOORS. VERIFY EXACT MOUNTING LOCATIONS ANDCONFIGURATIONS WITH ARCHITECT. BASIS OF DESIGN TO BE: AIPHONE -LEM-1DL SERIES SYSTEM.8.PROVIDE ENTRY ACCESS SYSTEM CONNECTION TO MOTORIZED DOOROPERATORS AT MAIN VESTIBULE DOORS.9.PROVIDE (1) TELECOM & (1) CATV CONNECTIONS TO EACH PIECE OF EXERCISEEQUIPMENT (SUCH AS TREADMILL, ELLIPTICAL, STAIR CLIMBER, ETC) ASREQUIRED BY EQUIPMENT MANUFACTURER.10.PROVIDE TELE/DATA CABLING AND CONNECTIONS TO DENTAL EXAM EQUIPMENTPER MANUFACTURER REQUIREMENTS. SEE SHEET E110 FOR DENTAL EXAMAREA DETAILS. COORDINATE WITH MEDICAL EQUIPMENT VENDOR.INFORMATION SHOWN IS PRELIMINARY HERE IS PRELIMINARY; VERIFY ALLREQUIREMENTS WITH MANUFACTURER.11.PROVIDE TELE/DATA CONNECTIONS AND OUTLETS AT EACH FLOOR BOXINDICATED. COORDINATE LOCATIONS AND PATHWAY REQUIREMENTS WITH E.C.12.PROVIDE CCTV SECURITY CAMERAS AND HD NETWORK VIDEO RECORDER (WITHCONTROL SOFTWARE). CAMERA LOCATIONS ARE SHOWN AS PLACEHOLDERSFOR BID PURPOSES. LV SUBCONTRACTOR TO COORDINATE WITH OWNER ANDTENANT(S) TO DETERMINE CCTV SCOPE AND SYSTEM REQUIREMENTS.13.FIRE ALARM SUBCONTRACTOR TO FIELD VERIFY EXACT LOCATION OF FACP ANDREMOTE ANNUNCIATOR WITH ARCHITECT, FIRE MARHSAL, AND ELECTRICALCONTRACTOR.14.PROVIDE ENTRY ACCESS / SECURITY SYSTEM PER OWNER AND TENANT(S)'SREQUIREMENTS. SYSTEM TO INCLUDE SECURITY KEYPAD, CARD READERACCESS POINTS, DOOR CONTACTS, MOTION DETECTOR, GLASS BREAKDETECTOR, ETC. AS NEEDED TO PROVIDE A COMPLETE SYSTEM.15.PROVIDE (3) 2-INCH AND (2) 3-INCH CONDUITS FROM THE ELECTRICAL ROOM TOTHE SERVER LOCATION IN STORAGE RM 109, FOR TELECOM UTILITYCONNECTIVITY AND CABLING BACK TO THE NORTH HALF OF THE BUILDING.192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021ALL LOW VOLTAGE SYSTEMS ARE DESIGN-BUILD. LOW VOLTAGE DEVICESSHOWN IN THIS SET ARE FOR COORDINATION AND SCOPE INTENTPURPOSES ONLY. SEE LOW VOLTAGE CONTRACTOR'S DRAWING SET FOREQUIPMENT AND DEVICE QUANTITIES AND LOCATIONS. E200SCHEDULES -LIGHTING FIXTURES192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 DNDNVAN111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.2111110105.55.58899E.3E.3CHECK-IN131SPONSOR128LUNCHROOM124ADMINCORRWOMEN'SRR126LNDRY125TEENROOM123YOUTHROOM122DEMONSTRATIONKITCHEN104MAKERSPACE 1 &2106WAITINGROOMHP101EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113PANOHP110ELEC RM115FITNESSROOM108DANCE/CLASS107GYMNASIUM110MEDICALPODHP109MEDHP112CHECK-INHP102WORKROOMHP103MEN'S RR127SPONSADMIN129BABY-TODDLERROOM119ADMIN121RR120STAFFCARRELS130MTG ROOM103VESTIBULE101RRHP115WOMEN'SLOCKERS114.1WOMEN'SRESTROOM114STOR105GROUP EDHP118JAN116JAN118FAMILY RR117LOBBY102GALLERY133MEN'SLOCKERS113.1DENTALEQUIPHP107STAFF RRHP111PHLEBHP116STOR109CORREXITPCPCPCPCPCPCPCPCPCPCPCPCPCPCOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSSDX SDX SDX OSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSOSS3PDXa,b,cOSOSS2PDXa,bSDXSDXSDXS2PDXa,b SDXSDX SDXSDXSDXOSS1P S2PDX a,bS2Pb,cS1PaS2Pa,bOSPL1PL1CL1CL1PL1WL2WL2WL3WL3WL3PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL2PL3PL3PL3RL9RL9RL1RL1RL1RL1RL1RL2LL4RL2LL4LL4SLL4RL2RL2LL5-8LL5-8PCPCRL1RL1RL1RL1RL1RL1RL1RL1RL1RL9RL9RL9LL2LL2LL2LL2LL1LL1SLL1LL1RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2RL2LL6LL6LL6LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2LL2RL9RL9RL4RL4RL4RL4RL4RL4RL4RL4RL4RL4RL4RL4RL4RL4LL1RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5RL5LL1LL1LL1LL1LL1LL1RL1RL3RL1LL1RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL6RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8RL8LL5-4LL5-4RL6LL7LL7LL8LL8RL7SDX SDXOSOSOSOS WL2WL2LL10LL10LL10LL10LL10LL10LL10LL10LL10LL10LL10LL10LL10LL10LL9LL9LL9LL9LL9LL9LL10LL10DZ1.0PDZ1.1PDZ1.1SDZ1.2SDZ1.3PDZ1.3SDZ2.0PDZ2.0SDZ2.1PDZ2.1SDZ1.4PDZ1.4SDZ1.5PDZ1.5SDZ1.6PDZ1.6SDZ1.7PDZ1.7SDZ1.8PDZ1.8SDZ2.2PDZ2.2SDZ2.3PDZ2.3SDZ2.4PDZ2.4SDZ2.5PDZ2.5SPCPCPCDZ3.04PDZ3.04SDZ3.00PDZ3.00SLCP12TYPICAL2TYPICAL2TYPICAL33533333333333333333SOR4 55555555556TYPICAL7TYPICAL8TYPICAL9TYPICALPC3PC3LL6LL6LL6LL6LL6LL6A4-44aA4-44bA4-44cA4-44dS2PDXc,dRL1S2PDXd,eA4-44aA4-44aA4-44bA4-44bA4-44dA4-44dRL1RL1PL2PL2PL2PL2PL2PL2LL3RL6RL8LL7LL3LL3LL3LL3LL3LL3LL3LL3LL3LL3LL3DZ3.01PDZ3.01SDZ3.02PDZ3.02SDZ3.03PDZ3.03SDZ3.09PDZ3.08PDZ3.07PDZ3.05PDZ3.06PDZ3.10PDZ3.11PA1-1A1-1/R5A1-1/R5A1-1/R5A1-1/R5A1-1/R5A1-1/R5A1-1/R5A1-1/R5A1-1/R1A1-1/R1A1-1/R1A1-1/R1A1-1/R1A1-1/R1A1-1/R1A1-1/R1A1-1/R16A1-1/R5A1-1/R5A1-3/R2A1-3/R2A1-3/R2A1-3/R2A1-3/R2A1-3/R2A1-3/R2A1-3A1-1/R6bA1-1/R6bA1-1/R6bA1-1/R6aA1-1/R6aA1-1/R6aA1-1/R6aA1-1/R4dA1-1/R4dA1-1/R4dA1-1/R4cA1-1/R4cA1-1/R4dA1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A1-3/R3A2-7A1-5A1-7A1-7A1-7A2-3A2-1A2-1aA2-1bA2-1bA2-1A2-1A2-1A2-1A2-1A2-1A2-1A4-44H1-1S2PDXa,bH1-1/R18H1-1/R18H1-1/R18H1-1H1-1/R18H1-1/R18H1-1/R18H1-1/R18H1-1/R18H1-1/R18H1-1a/R18H1-1a/R18H1-1a/R18H1-1a/R18H1-1/R18H1-1/R18H1-1/R18H1-1/R18H1-1H1-1a/R18H1-1a/R18H1-1b/R18H1-1b/R18H1-1b/R18H1-1c/R18H1-1c/R18H1-3S2PDXa,bS2PDXa,bS2PDXa,bS2PDXa,bS2PDXa,bS2PDXa,bH1-3H1-1bH1-1bH1-1aH1-3aH1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3H1-3bA1-15(VIA LCP)A1-15/R13A1-15/R13A1-15/R13A1-15/R13A1-15/R13A1-15/R13A1-15/R13A1-15/R11A1-15/R11A1-15/R12A1-15/R12PL1PL1PL1PL1PL1PL1S1P H1-1bH1-1bH1-1aH1-3PC3A4-44cA4-44cA4-44dA4-44dA4-44dA4-44eA4-44A4-44aA4-44dA4-44bA4-44cA4-44aA4-44dA4-44bA4-44cA4-44aA4-44dA4-44bA4-44cA4-44aA4-44dH1-3aH1-3bH1-3bH1-3aH1-3bH1-3aH1-3bH1-3aH1-3bH1-3aH1-3bH1-3aH1-3bH1-3a33333RL6H1-3A2-5A2-3a/R7A2-3a/R7A2-3a/R7A2-3a/R7A2-3a/R7A2-3a/R7A2-3a/R7A2-3a/R7A2-5b/R8A2-5c/R9A2-7d/R10A2-7d/R10A2-5b/R8A2-5c/R9A2-5b/R8A2-5c/R9A2-5b/R8A2-5c/R9A2-7d/R10A2-7d/R10A2-7d/R10A2-7d/R10A2-7d/R10A2-7d/R10SOR4SOR4S2PDX a,bSK 8S2PDX a,b 10S2PDX c,d 10XXXXXXXXXXXXXXXXXS1P RL9PL3PL3PL3A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-5A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7A1-7SOR4SOR 4A1-3A1-3A1-3A1-3A2-1A2-3A2-7A1-5A1-5A1-5A1-5SOR 4OS5OS5OSS1P DZ1.1PDZ1.1SDZ1.2SXA4-44XA1-5OS5XA4-44XA4-44OSXH1-1XH1-1XA1-3S2PDXc,d8TYPICALDZ1.1PDZ1.1SDZ1.2SDZ1.2SDZ1.2SDZ1.2SDZ1.2SDZ1.2SLL3LL3DZ3.10PDZ3.11PDZ3.11PDZ3.10PDZ3.10PDZ3.09PDZ3.09PDZ3.09PDZ3.07PDZ3.07PDZ3.07PDZ3.06PDZ3.06PDZ3.06PDZ3.05PDZ3.05PRC11SSSS 1212SS E201FLOOR PLAN - LIGHTINGPLAN192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021X1.LIGHTING CONTROLS HEAD END. PROVIDE SYSTEM WITH TIME CLOCK ON/OFF ACTIVATIONCAPABILITIES AND PRE-PROGRAMMED SCENES. PROVIDE DEDICATED 120V CIRCUIT TOPOWER LCP. LCP BASIS OF DESIGN TO BE: DOUGLAS LIGHTING CONTROLS, DIALOGCENTRALIZED SYSTEM.2.FIXTURES WITH SHADING INDICATE INTEGRAL BATTERY BACKUP FOR EMERGENCY EGRESSLIGHTING. IN ADDITION, PROVIDE EMERGENCY BYPASS RELAY, WHERE REQUIRED, TOACTIVATE FIXTURES DURING NORMAL POWER LOSS REGARDLESS OF LCP PROGRAMMINGAND PHOTOCELL.3.PROVIDE PHOTOCELL FOR AUTOMATIC DIMMING OF FIXTURES IN DAYLIGHTING ZONES PERWSEC REQUIREMENTS. PRIMARY AND SECONDARY DAYLIGHT ZONES TO BE CONTROLLEDSEPARATELY, PER CODE, UNLESS NOTED OTHERWISE.4.PROVIDE LOW-VOLTAGE SWITCH FOR AFTER HOURS MANUAL ACTIVATION OF LIGHTS.VERIFY EXACT LOCATION WITH ARCHITECT AND TENANT. OVERRIDE SWITCHES ARE TOCONTROL LIGHTING IN THE SPACES THEY RESIDE SUCH IN THE GALLERY / MAIN CORRIDOROR THE HEALTH POINT TIME CLOCKED AREAS.5.OCCUPANCY SENSOR IN THIS SPACE TO ALSO PROVIDE AUTOMATIC CONTROL OFSWITCHED RECEPTACLES. IN AREAS UNDER TIME CLOCK CONTROL, OCCUPANCY SENSORIS ONLY FOR RECEPTACLE CONTROL.6.ALL EXTERIOR BUILDING MOUNTED AND SITE LIGHTING FIXTURES ARE TO BE ON/OFFACTIVATED BY THE LCP TIME CLOCK.7.GALLERY AND ALL CIRCULATION / CORRIDOR FIXTURES ARE TO BE ON/OFF ACTIVATED BYLCP TIME CLOCK.8.PROVIDE MULTI-BUTTON DIMMING SWITCH AT RECEPTION DESK FOR MANUAL ADJUSTMENTOF GALLERY ART LIGHTING FIXTURES.9.FIXTURE TYPES 'LL10' & 'LL11' ARE TO BE RECESSED AND RUN VERTICALLY UP STRUCTURALPOST IN LOCATIONS SHOWN. PROVIDE REMOTE MOUNTED TRANSFORMER IN ADJACENT,ACCESSIBLE CEILING SPACES. REFER TO ARCHITECTURAL DETAILS AND E202 FORMOUNTING CONFIGURATIONS AND LENGTHS.10.PROVIDE WALL SWITCHES FOR MANUAL ON ACTIVATION AND DIMMING OF GYM LIGHTFIXTURES DURING TIME CLOCK ALLOWED OPERATION AND TEMPORARY AFTER HOURSACTIVATION.11.PROVIDE ROOM CONTROLLER RELAY IN STORAGE FOR CONTROL OF EXTERIOR LIGHITNGPOLES AND BOLLARDS.12.LOCATION(S) FOR REMOTE TEST SWITCH(ES) FOR INTEGRAL EMERGENCY BATTERY PACKSIN 'PL1' PENDANTS IN GALLERY & 'PL2' PENDANTS IN GYM. E.C. TO INSTALL SWITCHES ANDPROVIDE ALL ASSOCIATED PATHWAY, BOXES AND WIRING FROM BATTERY PACKS TOSWITCH LOCATIONS AS REQUIRED BY MANUFACTURER. CONTRACTOR TO PROVIDEPERMANENT, TYPEWRITTEN LABELING ON ALL TEST SWITCHES IDENTIFYING LUMINAIRE(S)AND CIRCUIT.SCOPE TO INCLUDE INSTALLATION OF: 5 TEST SWITCHES FOR THE GALLERY & 12 TEST SWITCHES FOR THE GYM.LIGHTING CONTROLS NARRATIVE :CONTRACTOR TO PROVIDE A LIGHTING CONTROLS SYSTEM IN COMPLIANCE WITH THE 2015 WASHINGTON STATE ENERGY CODE. THESYSTEM IS TO OPERATE IN THE FOLLOWING MANNER:-THE LOBBY, CHECK-IN, GALLERY, AND GENERAL CIRCULATION / CORRIDOR AREAS WILL BE TIME CLOCK CONTROLLED. LIGHTSWILL BE AUTOMATICALLY ACTIVATED ON/OFF PER PROGRAMMED BUILDING HOURS. A MANUAL DIMMING SWITCH WILL BEPROVIDED FOR MANUAL ADJUSTMENT OF CHECK-IN DESK, AND GALLERY ART LIGHTING. A LOCAL PHOTOCELL WILL PROVIDEAUTOMATIC DIMMING OF FIXTURES LOCATED IN THE INDICATED DAYLIGHT ZONES.-ALL NORMAL ENCLOSED OFFICES, CONFERENCE ROOMS, AND BREAK ROOM WILL HAVE A LOCAL VACANCY SENSOR FORAUTOMATIC OFF AND A WALL SWITCH FOR MANUAL ACTIVATION OF FIXTURES. A LOCAL PHOTOCELL WILL PROVIDE AUTOMATICDIMMING OF FIXTURES LOCATED IN THE INDICATED DAYLIGHT ZONES.-ALL RESTROOMS AND LOCKER ROOMS WILL HAVE A LOCAL OCCUPANCY SENSOR FOR AUTOMATIC ON AND OFF ACTIVATIONOF FIXTURES.-ALL TEEN, YOUTH, AND TODDLER ROOMS WILL HAVE A LOCAL VACANCY SENSOR FOR AUTOMATIC OFF WITH A WALL SWITCHFOR MANUAL ON AND MANUAL DIMMING OF FIXTURES. A LOCAL PHOTOCELL WILL PROVIDE AUTOMATIC DIMMING OF FIXTURESLOCATED IN THE INDICATED DAYLIGHT ZONES.-THE MEETING ROOM, DEMONSTRATION KITCHEN AND MAKER SPACE ROOMS WILL HAVE LOCAL VACANCY SENSORS FORAUTOMATIC OFF WITH A WALL SWITCH FOR MANUAL ON AND MANUAL DIMMING OF FIXTURES. A LOCAL PHOTOCELL WILLPROVIDE AUTOMATIC DIMMING OF FIXTURES LOCATED IN THE INDICATED DAYLIGHT ZONES.-THE EXERCISE ROOM WILL HAVE LOCAL VACANCY SENSORS FOR AUTOMATIC OFF OF FIXTURES. A WALL SWITCH WILL BEPROVIDED FOR MANUAL ON ACTIVATION OF THE FIXTURES. A LOCAL PHOTOCELL WILL PROVIDE AUTOMATIC DIMMING OFFIXTURES LOCATED IN THE INDICATED DAYLIGHT ZONES.-THE DANCE ROOM WILL HAVE LOCAL VACANCY SENSORS FOR AUTOMATIC OFF OF FIXTURES. A DIMMER SWITCH WILL BEPROVIDED FOR MANUAL ON OF ALL FIXTURES AND ADJUSTMENT OF THE FIXTURE ZONES PER THE PLANS.-THE GYMNASIUM WILL BE TIME CLOCK GOVERNED WITH MANUAL ON ACTIVATION AND TIME CLOCK SWEEP OFF. THE TIMECLOCK WILL ALLOW THE GYM LIGHTS TO BE MANUALLY ACTIVATED VIA LOCAL SWITCHES DURING BUILDING HOURS ANDSWEPT OFF AFTER. MANUAL SWITCHES WILL PROVIDE ZONED ON/OFF CONTROL OF FIXTURE GROUPS. LOCAL PHOTOCELLSWILL PROVIDE AUTOMATIC DIMMING OF FIXTURES LOCATED IN THE INDICATED DAYLIGHT ZONES.-THE HEALTHPOINT CLINIC WAITING AND CIRCULATION AREAS BE CONTROLLED BY TIME CLOCK TO ACTIVATE LIGHTING PER IT'SOWN BUSINESS HOURS.-ALL HEALTHPOINT ENCLOSED OFFICE AND NON-EXAM ROOMS WILL HAVE A LOCAL VACANCY SENSOR FOR AUTOMATIC OFFAND A WALL SWITCH FOR MANUAL ACTIVATION OF FIXTURES.-ALL AREAS WITH TIME CLOCK CONTROL WILL BE PROVIDED WITH AN AFTER-HOURS OVERRIDE SWITCH ALLOWING THE LIGHTSTO BE TURNED ON FOR MAX OF 2 HOURS AFTER PROGRAMMED BUILDING OPERATION.-SEE SEQUENCE OF OPERATION ON E202 FOR MORE INFORMATION. NOTE: SEE 'PARTIAL INTERIOR COLUMNELEVATION' DETAIL ON SHEET A605TYPE 'LL10' RECESSED LINEARFIXTURE, 24'-6" LENGTH.CONFIRM EXACT LENGTHWITH ARCHITECT & G.C.E202LIGHTING DETAILS192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 A.THIS DETAIL IS DIAGRAMMATIC AND MEANT TO SHOW GENERAL LOCATIONS ONLY; NOT ALLPARTS AND PIECES ARE SHOWN. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PARTS,PIECES, SUPPORTS, ETC REQUIRED FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM.B.MOUNTING HEIGHTS SHOWN IN THE ARCHITECTURAL DRAWING SET TAKE PRECEDENCEOVER THOSE SHOWN HERE. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURALDRAWINGS PRIOR TO ROUGHING IN ANY DEVICES. INFORM ENGINEER AND ARCHITECT OFCONFLICTS.C.MOUNTING HEIGHTS SHOWN HERE ARE TO THE TOP OF DEVICE BOXES UNLESS NOTEDOTHERWISE.D.WHERE DEVICES ARE SHOWN ON THE PLANS ABOVE DOORS, SAID DEVICES SHALL BECENTERED HORIZONTALLY ON THE DOOR OPENING UNLESS OTHERWISE NOTED ORDIRECTED BY THE ARCHITECT.E.ALIGN THE TOPS OF ALL BOXES INDICATED AS BEING INSTALLED MOUNTED AT THE SAMEMOUNTING HEIGHT.FINISHED FLOOR15"44"48"66"78"84"86"ABOVE COUNTER (AB)TWWWS36"MATCH DOOR LEVER HEIGHTFRAFACPTELEVISION, WALL-MOUNTEDALL DEVICES SHOWN WITHIN ONESTUD BAY OF EACH OTHER BUT ATDIFFERENT MOUNTING HEIGHTSARE TO BE VERTICALLY ALIGNEDUNLESS CODE OR ARCHITECTREQUIRES OTHERWISE.A.SEE PLANS AND RISER DIAGRAMS FOR QUANTITIES AND SIZES OF CONDUIT AND CONDUCTORS.B.COORDINATE TELECOM UTILITY PROVIDER REQUIREMENTS WITH TELECOM UTILITIES.C.MAINTAIN REQUIRED CLEARANCE TO ALL OTHER UTILITIES AND STRUCTURES.D.DO NOT USE THIS DETAIL FOR PRIMARY OR SECONDARY SERVICE FEEDERS FOR THE ELECTRICAL UTILITY SERVICE(FROM SCL UTILITY POLE TO THE MAIN SWITCHBOARDS AT EACH BUILDING). INSTALL PRIMARY AND SECONDARYSERVICE FEEDERS PER SEATTLE CITY LIGHT (SCL) REQUIREMENTS/ STANDARDS AND THE REQUIREMENTS OF THEDESIGN DOCUMENTS. SEE SCL CONSTRUCTION LETTER, E100 AND THE SINGLE-LINE DIAGRAMS.SEE PLANS AND RISERSFOR QUANTITIES AND SIZES6-INCHES OF CLEAN SAND OR PRE-APPROVED CLEAN EARTH CUSHIONAROUND CONDUIT(S) IN ALL DIRECTIONS. SEE EARTHWORKSPECIFICATIONS.FINISHED GRADE/ PAVING/ ETC ANDSUBSTRATES PER CIVIL/ ARCHITECTURAL PLANSFOIL-BACKED MARKER TAPE TO BE INSTALLED ALONG THE ENTIRELENGTH OF THE CONDUIT. CENTER ON TRENCH 18-INCHES BELOWFINISHED GRADE. LABEL "DANGER: POWER CABLE" OR"WARNING: UNDERGROUND CABLE" AS APPLICABLE.3.5" MIN.3.5"MIN.(SITE LTG/ PWR, CONDUIT) 2'-6" MINIMUM SEALSEAL COUNTER FLASHINGWEATHERTIGHT TO CONDUITONE PIECE COLLARSEAL WEATHERTIGHTROOFING BY GENERALCONTRACTORTYPE LB CONDUIT BODY WITH GASKETCONDUITNOTES:A.ELECTRICAL CONTRACTOR TO PROVIDE ARCHITECT/ROOFING CONTRACTORAPPROVED CONDUIT COLLAR AND FLASHING.B.USE THIS DETAIL ONLY WHERE REQUIRED. STUB-UP THROUGH MECHANICALEQUIPMENT ROOF CURBS WHEREVER POSSIBLE.GROUND LUG INSIDE POLE WITH#6 AWG SOLID CU CONDUCTORTO GROUND RODBASE PLATE AND ANCHORBOLTS BY MANUFACTURERFINISHGRADEBOLT COVERPOLE AS SPECIFIEDELECTRICAL CONDUITSCONCRETE FOUNDATION2"X4" HANDHOELWITH COVER5"(2) #4 TIES WITHIN TOP 5" OF PIER24"AS REQUIR E D BY STRU C TU R AL ENGINEE R 2'-0" MAX NOTES:A.LUMINAIRES TO HAVE A FINAL MOUNTING HEIGHT OF AS INDICATED IN LUMINIAIRE SCHEDULE.B.THIS DRAWING IS DIAGRAMMATIC TO SHOW DESIGN INTENT FOR LIGHT POLE BASES. THEELECTRICAL CONTRACTOR SHALL HIRE A STRUCTURAL ENGINEER CURRENTLY REGISTERED IN THESTATE OF WASHINGTON TO ENGINEER ALL LIGHT POLE BASES (POLES, ANCHOR BOLTS,FOUNDATIONS, ETC) TAKING INTO ACCOUNT SCHEDULED LUMINAIRE, MANUFACTURER'SINSTALLATION INSTRUCTIONS, SOILS CONDITION, ETC. FOR LIGHT POLES WITH PROVISIONS FORFUTURE CCTV CAMERAS, THE CONTRACTOR'S STRUCTURAL ENGINEER SHALL ALSO TAKE THISEQUIPMENT INTO ACCOUNT IN THEIR CALCULATIONS AND DESIGN. THE CONTRACTOR SHALLINCLUDE STAMPED FINAL POLE / POLE FOUNDATION DESIGN WITH THE LUMINAIRE SUBMITTAL.3/4" x 10'-0" COPPER CLADSTEEL GROUND RODCONDUIT FOR CCTV CAMERA WHERE SHOWNON ELECTRICAL SITE PLAN AND SPARE CONDUITRISER DIAGRAMNUT AND WASHER TO PLUMB POLE(TWO EACH PER ANCHOR BOLT)COPPER BUS BAR.1/4" THICK x 8" TALL (OR AS REQUIRED).WIDTH AS REQUIRED (18-INCHES MINIMUM).PROVIDE PERMANENT LABELING ON EACHCONDUCTOR INDICATING LOCATION OFOPPOSITE END. SEE SPECIFICATIONS.A.THIS DETAIL IS DIAGRAMMATIC; NOT ALL PARTS AND PIECES ARE SHOWN. THE ELECTRICALCONTRACTOR SHALL PROVIDE ALL PARTS, PIECES, SUPPORTS, ETC REQUIRED FOR ACOMPLETE AND FULLY OPERATIONAL GROUNDING AND BONDING SYSTEM PER CODE AND AHJREQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.B.BUS BARS MORE THAN 20-INCHES IN LENGTH SHALL BE PROVIDED WITH AT LEAST ONEADDITIONAL WALL-MOUNTING INSULATOR AND BRACKET. INSTALL PER MANUFACTURER'SINSTRUCTIONS AND CODE REQUIREMENTS.C.COORDINATE WITH THE ARCHITECT TO PROVIDE METAL BACKING BEHIND SHEET ROCKWALLS.D.TERMINATE CONDUCTORS ROUTED FROM ABOVE ON THE TOP ROWS OF HOLES AND THOSEFROM BELOW ON THE LOWER ROWS.WALL-MOUNTING BRACKETSWITH INSULATORS (TYPICAL)COPPER BUS BAR.1/4" THICK x 4" TALL (OR AS REQUIRED).WIDTH AS REQUIRED (18-INCHES MINIMUM).PROVIDE PERMANENT LABELING ON EACHCONDUCTOR INDICATING LOCATION OFOPPOSITE END. SEE SPECIFICATIONS.A.THIS DETAIL IS DIAGRAMMATIC; NOT ALL PARTS AND PIECES ARE SHOWN. THE ELECTRICALCONTRACTOR SHALL PROVIDE ALL PARTS, PIECES, SUPPORTS, ETC REQUIRED FOR A COMPLETE ANDFULLY OPERATIONAL GROUNDING AND BONDING SYSTEM PER CODE AND AHJ REQUIREMENTS. SEESPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.B.BUS BARS MORE THAN 20-INCHES IN LENGTH SHALL BE PROVIDED WITH AT LEAST ONE ADDITIONALWALL-MOUNTING INSULATOR AND BRACKET. INSTALL PER MANUFACTURER'S INSTRUCTIONS ANDCODE REQUIREMENTS.C.COORDINATE WITH THE ARCHITECT TO PROVIDE METAL BACKING BEHIND SHEET ROCK WALLS.D.MOUNT AT 80" AFF. VERIFY LOCATION WITH OWNER AND LOW VOLTAGE CONTRACTORS PRIOR TOINSTALLATION.WALL-MOUNTING BRACKETSWITH INSULATORS (TYPICAL)COMPACTED BACKFILL. SEE EARTHWORK SPECIFICATIONSFOR REQUIREMENTS AND CIVIL DRAWINGS.PANELBOARDSIN ELECT RMSLOAD CENTERSIN UNITSTO BOTTOM OFTRIM PLATEE300ELECTRICAL DETAILS192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEBID SET 10/20/2021 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM001COVER SHEETABBREVIATIONSMECHANICAL EQUIPMENTDIFFUSER/GRILLE TYPESHEETREMOVE DUCT, PIPE ORREMOTE OPERATED VOLUME DAMPERMOTORIZED CONTROL DAMPERTHERMOSTAT, MOUNT @ 4'-0" A.F.F.TURNING VANESFLEX CONNECTIONBACKDRAFT DAMPERFIRE DAMPERMECH. EQUIPMENTVOLUME DAMPERHORIZONTAL SMOKE DAMPERGRECTANGULAR SUPPLY DUCT OUT OF PAGEINTERNALLY LINED DUCTFLEX DUCTNATURAL GAS OR PROPANEBALL VALVE MANUAL LEVERDETAIL NUMBERFLAG NOTECFMD0AHU-1M-12-WAY ELECTRIC CONTROL VALVE3-WAY ELECTRIC CONTROL VALVE4-WAY CONTROL VALVECAPDIRECTION OF FLOW1SECTION NUMBERSHEET NUMBER1MRECTANGULAR SUPPLY DUCT INTO PAGERECTANGULAR RETURN DUCT OUT OF PAGERECTANGULAR RETURN DUCT INTO PAGEHIDDEN DUCTDUCT (1ST DIMENSION SIDE SHOWN,2ND DIMENSION OTHER SIDE)16X12SUPPLY DIFFUSERRETURN OR EXHAUST GRILLEORCEILING RADIATION DAMPERCOMBINATION SMOKE/FIRE DAMPERTSSTRAIGHT TAPTAPERED FITTINGBELL MOUTH FITTINGCONICAL FITTING45 DEG. ANGLE TAPREVISION TAGROUND ELBOW OUT OF PAGEROUND ELBOW INTO PAGEROUND DUCT OUT OF PAGEROUND DUCT INTO PAGEROUND DUCT BREAK (CONTINUATION)RECTANGULAR DUCT BREAK (CONTINUATION)SSENSORMECHANICAL SYMBOLS LEGENDCARBON MONOXIDE DETECTORWITH FAN INDICATEDGEF-1ORCARBON DIOXIDE DETECTORHYDRONIC SYSTEM LABELSPIPE BREAK (CONTINUATION)HYDRONIC SUPPLYHYDRONIC RETURNHYDRONIC VALVES AND SPECIALTIESHEAT TRACED PIPINGDUCTWORK LABELSREFERENCE SYMBOLSLIFE SAFETY SYMBOLSCONTROL SYMBOLSPIPING SYSTEM LABELSF.O.FAIL OPENF.C.FAIL CLOSEDBUTTERFLY VALVEBUTTERFLY GEAR VALVEGLOBE VALVE MANUAL LEVERBALANCE VALVEBALANCE VALVE(PRESSURE INDEPENDENT)(CIRCUIT SETTER)MANUAL LEVERPIPE TO DRAINPRESSURE SAFETY VALVEAUTOMATIC AIR VENTMANUAL AIR VENTWYE STRAINERWYE STRAINER WITHVALVE AND HOSE END CAPHEAT TRACE PIPINGHOSE END AND CAPEXPANSION LOOPHVAC ENERGY CODE NOTESHVAC GENERAL NOTESCOMMISSIONING NOTESTHERMOSTAT IN DUCTTM PRESSURE INDEPENDENT VOLUMEDAMPER (TROX VFL)PRESSURE INDEPENDENT VOLUMECONTROLLER (TROX VFC)PRESSURE INDEPENDENT VOLUMECONTROLLER W/ ACTUATOR(TROX VFC EØ / MØ)OUTSIDE AIR DIFFUSERCO2CO 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM002SCHEDULES 111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.2111110105.55.58899E.3E.3CHECK-IN131SPONSOR128LUNCHROOM124ADMINCORRWOMEN'SRR126LNDRY125TEENROOM123YOUTHROOM122DEMONSTRATIONKITCHEN104MAKERSPACE 1 &2106WAITINGROOMHP101EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113PANOHP110ELEC RM115FITNESSROOM108DANCE/CLASS107GYMNASIUM110MEDICALPODHP109MEDHP112CHECK-INHP102WORKROOMHP103MEN'S RR127SPONSADMIN129BABY-TODDLERROOM119ADMIN121RR120STAFFCARRELS130MTG ROOM103VESTIBULE101RRHP115WOMEN'SLOCKERS114.1WOMEN'SRESTROOM114STOR105GROUP EDHP118JAN116JAN118FAMILY RR117LOBBY102GALLERY133MEN'SLOCKERS113.1DENTALEQUIPHP107STAFF RRHP111PHLEBHP116STOR109CORREXITDNDNVAN32 SUPPLY TO GYM (TYP)TTTTWALL-MOUNTEDDUCTLESS HEATPUMP (TYP)THIGH SIDEWALLGRILLES SUPPLYAIR TO LOBBY(TYP)TRANGE HOOD(NOT BY M.C.)CEILING MOUNT HEATPUMP. GRILLE FLUSHWITH SUSPENDED CEILING(TYP)ROOMTHERMOSTAT(TYP)THP-203HP-204HP-205HP-206HP-101HP-102HP-103THP-201HP-114HIGH WALL RETURNTHP-2021488810812881612 146TTSEE ENLARGED PLAN M102M4012M4021ACCESS FROM GYMSG-21600(TYP FOR 5)1210866CD-114088SG-1170CD-1132CD-2220CD-21008CD-217012148EG-1200EG-1100SG-1420(TYP FOR 5)CD-12135CD-12165RG-120016161220 CD-12160HP-20714X20121212SG-13500CD-14250CD-1215514X1414X1412X8EG-2360(TYP FOR 2)RG-150DH-2D-41250CU-2CU-1ACCESS FROM GYMON MASON RSC SPRING CURBERV-2FLAG NOTES:INSTALL DUCTWORK IN VOID SPACE NORTH OFNORTH EQUIPMENT WELL.INSTALL DUCTWORK IN CEILING SPACE UNDERNORTH EQUIPMENT WELL STRUCTURE.12221TTCD-14250HP-209HP-208EQUIPMENT WELL ABOVEM1011666126EG-150EG-1100RG-32500BC-2C109SG-14656GREENHECK WC-6WALL CAPRG-1124012 12SG-12340SG-12240SG-12240RG-11240D-42370(TYP FOR 4)ACCESS FROM GYM10CD-313851010HP-118T1018X1210HP-116HP-117RG-11250RG-1220HP-115CO2MDLDL 24X12 DOOR LOUVERS(NOT BY M.C.)RG-1280008DUCTED HEATPUMP EXPOSEDIN SPACE(TYP WHERE OCCURS)NOTE:WHERE SIDEWALL GRILLES OCCUR, REFERENCEINTERIOR DESIGN ELEVATIONS FOR GRILLEMOUNTING HEIGHTS.14TRANSFER GRILLE HIGH ON WALL,ABOVE THE STACKED DOORSCD-31290CD-31290RG-229018X1012 RG-11340M4022ACCESS PANELFOR DUCT HEATER14EG-1100ON MASON RSC SPRING CURBERV-1TROX MOTORIZED VFCDAMPER MODULATEDBY CO2 SENSORIN DANCE 107RG-13-PROVIDES FRESH AIR AND EXHAUSTPROVIDES FRESH AIR AND EXHAUSTSG-1400T1" S.L. IN 42X14RETURN ANDPLENUM148RG-1270ACCESS PANELFOR DAMPERS(TYP3)PROVIDE PIPING SUPPORT FOR ALL EXPOSEDREFRIGERANT PIPING TO KEEP IT PLUMB ANDPARALLEL TO STRUCTURE. INSTALLATIONNEEDS TO BE WORKMANLIKE AND NEATWHERE EXPOSED (TYP).RG-229012X824X18 18X16 UPTOERV-224X4822X2210' MIN.22X22AC-1ON MASON RSC SPRING CURBGYMNASIUM14X2016X18 RETURN DUCT DNDNMAINTAIN 66" CLEAR UNDER DUCTFOR UNIT ACCESS192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM101HVAC FLOOR PLAN 5678.25.58WAITINGROOMHP101EXAM RM 1HP119EXAM RM 2HP120EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108LAB/STERILEHP114CORRHP117SRVR RMHP113PANOHP110MEDICALPODHP109MEDHP112CHECK-INHP102WORKROOMHP103RRHP115GROUP EDHP118133DENTALEQUIPHP107STAFF RRHP111PHLEBHP116STOR109CORREXITEXIT EXIT EXITEXIT DNDNT88108 8681010101010 HP-106RG-2425HP-107CD-4425RG-2425HP-108HP-111CD-4425CD-2185(TYP FOR 2)RG-1185(TYP FOR 2)HP-1056888868RG-1140(TYP FOR 3)CD-2140(TYP FOR 3)812 CD-2125HP-10988888 812 12 88812 126666CD-2125CD-2105(TYP FOR 3)HP-11214 14HP-110T6CD-11006688EG-112514CD-1100CD-190HP-104241412 12101012 CD-3250CD-3250RG-2740RG-2500HP-11322881414X14ALUMINUMT12TCD-1155(TYP FOR 3)CD-31300TCD-13230CD-13155TTCD-12160TTCD-121106CD-116522X22101022X2224 TCD-1155(TYP FOR 6)RG-1105(TYP FOR 3)BC-16106822X10EG-3125814X14108 RG-1138510 MCD-22001084CD-1130T1018CD-2110RG-11108RG-2155MOTORIZED DAMPERMODULATED BYCO2 SENSOR INDANCE10710RG-2230DH-14" DUCT ROUTEDBELOW 24 OSA DUCT1210 18X10FLAG NOTES:22X22X18 STAINLESS STEEL CAPTURE HOOD,SLOPE DUCT BACK TO HOOD, BALANCE TO 300 CFM.116EG-110088RG-2200FLEX CONNECTION(TYP)24DEE.2FE.3192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM102HVAC ENLARGED FLOORPLAN 111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.2111110101/2" / 1' - 0"1/2" / 1' - 0"7/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5.55.58899E.3E.31/4" / 1' - 0"5/8" / 1' - 0"3/4" / 1' - 0"3/4" / 1' - 0"1" / 1' - 0"1/4" / 1' - 0" 3/8" / 1' - 0"1 1/2" / 1' - 0"1/2" / 1' - 0"FAFAFAFAFAFAFA1/4" / 1' - 0"1/4" / 1' - 0" 1/4" / 1' - 0"FAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAEQUIPMENT LOCATED INOPEN ROOF WELL,PROVIDE PLATFORM OVER DUCTWORKFOR EQUIPMENT ACCESSOPEN ROOF WELLCU-2CU-114X2016X18 RETURN DUCT DNON MASON RSC SPRING CURBERV-224X48ON MASON RSCSPRING CURBERV-1REFRIGERANT PIPINGPENETRATION(SEE DETAIL)22X22SEE M101 FOR CONTINUATIONSEE M102 FORCONTINUATIONSEE M102 FORCONTINUATIONSEE M101 FORCONTINUATIONAC-1ON MASON RSC SPRING CURBGYMNASIUM2", R-8 LINER AT EXTERIORDUCTWORK (TYP)10' MIN.22X22FLEX CONNECTION (TYP)MAINTAIN 66" CLEAR UNDER DUCTFOR UNIT ACCESSDN192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM103HVAC ROOF PLAN 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM301DETAILSSEALINGMATERIALOVERHANGROOFTOP UNITLAG BOLTBOLTED TO CURB.UNIT OVERHANG LAGWOOD NAILERCURB SECTIONFRAMED SYSTEMS.STANDARD CURB ATTACHED TO WOODWOOD NAILERROOFPLYWOODAND GAGESVARIOUS HEIGHTSSHEET METAL CURBLAG BOLT THRUROOF INTO WOODBEAM TYPICALLYAT ENDS & CROSSBRACE LOCATIONS.NOTE:1.MECH. CONTRACTOR TO HIRE THIRDPARTY STRUCTURAL ENGINEER TOPROVIDE EXACT NUMBER AND SIZEOF BOLTS/FASTENERS AND PROVIDEEQUIPMENT SEISMIC CALCULATIONS.2.PROVIDE SLOPED CURB TO MATCHROOF PITCH.PLATEPERF. DIFFUSERCEILING DIFFUSERFLEX DUCT.6' MAX.1" LINEROR HARD CEILINGCEILING T-BARPLENUM WITHSHEET METALON DIFFUSERS10"X10" ANDSMALLER.1"X1"X1""Z" METALOVER SIZEPLENUM BOXFOR S.L.1. PROVIDE S/M NOSING AT EXPOSED EDGES OF INSULATION.NOT MORE THAN 2"FROM EDGE OF LINER.NOTES:(TYPICAL)DUCT LINERFASTENERSDUCT LINER.12"C.C.MAX.(TYP.)SHEET METAL DUCT2. ALL TRANSVERSE AND LONGITUDINAL ENDS OF LINER TO BE COATEDWITH ADHESIVE.NOTES:1. SEE ARCHITECTURAL PLANS FOR CEILING TYPES.2. SUPPLY SHOWN, DETAIL WITHOUT PERF PLATE IS TYPICAL FOR CEILING RETURN OREXHAUST GRILLE INSTALLATION.SUPPLY, RETURN, ORROOF MEMBRANEUNISTRUT OR GALV.ANGLE SUPPORT. FINISH: GALVANIZED.COAT ALL EXPOSEDCUT EDGES W/ COLDGALVANIZING COMPOUND.SUPPORTS @ 8'-0'' O.C. MAX.EXHAUST DUCTSEE PLANSCADDY PYRAMID H-FRAMEPOST BASE AND KIT.RUBBER BOTTOM, 750 IBSTATIC LOAD PER BASE.GSM CAPW/ 3" SKIRT& DRIP EDGE(22 GAUGEMINIMUM)SEAL WATERTIGHT (TYP)METALCURBSPIN-IN GSM SLEAVECLEARANCE-FITTO PIPE (TYP)STORM COLLAR, AFFIXTO PIPE, SEALWATER TIGHT (TYP)INSULATIONROOFING CANT STRIP &COUNTER-FLASHING BY G.C.FASTENERS AS REQUIREDWOOD NAILERPVC C.A. INTAKEPVC FLUEMIN. SPACINGPER MFR'S GUIDELINESNOTES:1. TERMINATION HEIGHTABOVE ROOF PERMFR'S GUIDELINES.SUPPORTBRACINGAS REQUIREDSECURE REFRIGERANTPIPING TO SUPPORTSWITH "UNISTRUT" PIPECLAMP OR EQUALCHANNEL1-5/8"W/NONCOMPRESSABLEINSULATED INSERTINSULATION CONTINUOUSTHROUGH PIPE CLAMPS.NOTE:QUANTITY OF PIPES SHOWN REPRESENATIVE ONLY, PROVIDE QUANITY OFPIPES REQUIRED.VARIES AS REQUIRED TO MAINTAIN SLOPENOTE:PROVIDE ADDITIONAL WIDTH ON PIPE SUPPORT FOR ELEC.CONDUIT(S) AND CONTROL CONDUIT(S). COORDINATE WITHELECTRIC AND CONTROL CONTRACTORS.RUN STEEL COVER CONTINUOUS FROM CONDENSING UNITS TOBUILDING PENETRATION.SUPPORT SYSTEMERICO "ERISTRUT"ROOFPIPE PIERNINETY DEGREE ANGLECLAMP ASSEMBLYSECURE REFRIGERANTPIPING TO SUPPORTSWITH "UNISTRUT" PIPEFITTING OR EQUALCLAMP OR EQUAL18 GA. GSMCOVER, PAINTABLERUN INSULATION OFSUCTION LINE THRUINSULATION AROUND BOTH LINESCONTINUOUS W/NONCOMPRESSABLEINSULATED INSERT.6" WIDE, 26GA S/M SHIELD, OVERLAPPINGPRE-INSULATED REFRIGERANTTUBING LINE SETCLEVIS HANGERTHREADED ROD6" WIDE, 26GA S/M SHIELD, OVERLAPPINGUNISTRUT CHANNELPIPE CLAMPPRE-INSULATED REFRIGERANTTUBING LINE SETCOACH SCREW WITHCOUPLING OR THREADEDRODDOUBLE NUT,AT STRAPS20 GA X 1/" STRAPNO FASTENERSROUND DUCTDIRECT DUCT TAPROUND CEILING DIFFUSERMOUNT ENTIRE ASSEMBLYAS HIGH AS POSSIBLE,UNLESS SPECIFIC MOUNTINGHEIGHT IS SHOWN ON PLANS.SELECT DIFFUSER DETAIL PERPLANS. SEE ARCH SHEETS FORCEILING TYPES.REFRIGERANT PIPING ANDCONDUITS.END COVER CAULKPENETRATIONS16" HEIGHT CURBWEATHER TIGHT ACCESSPANEL OVER TOP.18 GA. ALUMINUM.ATTACH AND FLASHTO CURBROOF FLASHING AND COUNTERFLASHING BY G.C.ROOFPACK BATT INSULATION SOLID AROUND PIPING,FULL HEIGHT OF CURB. WATERTIGHT.PIPING ANDCONDUITS.END COVER CAULKPENETRATIONSPACK BATT INSULATION SOLID AROUND PIPING. WATERTIGHT.18 GA. ALUMINUMFLASHSEAL CONTINOUSLYAT WALLNOTE: SIMILAR DETAIL FOR CONDENSER WATER PIPING FROM LEESON FLUID COOLER.REFRIGERANT THREE (3) LAYERS5/8" SHEETROCK, CAULKAND SEAL AIRTIGHTAIR HANDLING UNITALUMINUM ORNEOPRENE SEALINTEGRAL NAILING STRIPINSULATIONROOFTAPERED WOOD SUPPORTWITH LEVEL TOP BY G.C.COORDINATE SIZE & EXACTLOCATIONCONTINUOUS TUBULARSTEEL SUPPORTSPRING ISOLATION CURBCOMPLETE BY SINGLE MFR.ROOF STRUCTUREFASTEN CURB TOSTRUCTURERETAINER 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM302DETAILSNOTES1. GAS SUB-METER TYPE PER SPEC &MANUFACTURERS GUIDELINES.2. INSTALL METER COMPONENTS & WIRING PERMANUFACTURERS GUIDELINES.3. LOCATE ALL EQUIPMENT PER PLANS.4. MAINTAIN PROPER EQUIPMENT ACCESS.GAS PIPEMPULSE OUTPUT TODATA LOGGER(BY M.C.)120/1 POWER(BY E.C.)MANUFACTURER'S SPECIFIC CABLEFURNISHED AND INSTALLED BY M.C.REMOTE STYLE ELECTRONICS METER (FURNISHED BY M.C.,INSTALLED BY PLUMBER)MPULSE OUTPUT TODATA LOGGER(BY M.C.)METER FURNISHED BY M.C.,INSTALLED BY PLUMBERINTEGRAL STYLE ELECTRONICS METER(BY M.C.)120/1 POWER(BY E.C.)RIDGID PIPE NOT TO EXCEED2" THROUGH DRYER BOXREFER TO NOTESSEE DETAILDRYERBOX4" RIGID METALDRYER VENTING: MECHANICAL CONTRACTOR SHALL BERESPONSIBLE FOR RUNNING ALL DUCTWORK FOR THE DRYEREXHAUST SYSTEM. ALL CONCEALED DRYER DUCTING MUST BERIGID METAL (GALVANIZED OR ALUMINUM) MINIMUM OF 4" INDIAMETER, SMOOTH 30 GA. CLEAN, UNOBSTRUCTED,FRICTIONLESS DUCTS (NO FLEXIBLE DUCT ALLOWED INCONCEALED AREAS). SEAL ALL JOINTS WITH FOIL BACKEDPRESSURE SENSITIVE DUCT TAPE MEETING THEREQUIREMENTS OF UL 181. DUCT JOINTS SHALL BE INSTALLEDSO THAT THE MALE END OF THE DUCT POINTS IN THEDIRECTION OF THE AIRFLOW. DO NOT USE RIVETS OR SCREWSIN THE JOINTS OR ANYWHERE ELSE IN THE DUCT AS THESEWILL ENCOURAGE LINT COLLECTION.DRYERBOX® RECEPTACLE (WWW.DRYERBOX.COM) SHALL BEMETAL AND BE INSTALLED AS LOW AS POSSIBLE AS TO PERMITTHE PROPER AND SAFE COLLECTION OF THE DRYERTRANSITION HOSE. DRYERBOX SHOULD BE RESTING ON THEBOTTOM PLATE AND BE LOCATED AT OR NEAR THECENTERLINE OF THE PROPOSED DRYER APPLIANCE. RIGIDDUCT SHOULD PENETRATE DRYERBOX PORT 2 INCHES TOPROVIDE FOR FUTURE CONNECTION AND STORAGE OFTRANSITION HOSE. BASEBOARD SHALL BE "BUTTED" UP TO THEFIXED EXTENSION RIM AND SLIGHTLY BACK-CUT. DRYERBOXSHOULD BE CAULKED AND THEN PAINTED WITH THE TRIMPAINT. FOR USAGE IN A ONE-HOUR WALL ASSEMBLY, ULREQUIRES THAT BATT INSULATION BE STUFFED AROUND THEDRYERBOX AND IN THE ENTIRE WALL CAVITY CELL.LENGTH OF CONCEALED RIGID METAL DUCTING SHALL NOTEXCEED 25 FEET. DEDUCT 5 FEET FROM THE ALLOWABLELENGTH FOR EVERY 3.5" RADIUS 90 DEGREE ELBOW AND TWOAND A HALF FEET FOR EVERY 45 DEGREE FITTING. DRYERVENTING SHALL BE INDEPENDENT OF ANY OTHER SYSTEMS(CHIMNEYS OR EXHAUST VENTS). TERMINATION OF DRYERVENTING MUST BE TO THE EXTERIOR WITH A PROPER HOOD ORROOF JACK EQUIPPED WITH A BACK-DRAFT DAMPER. SMALLORIFICE METAL SCREENING SHOULD NOT BE PART OF THEHOOD OR ROOF JACK AS THIS WILL ACCELERATE LINTACCUMULATION AND BLOCKAGE. THE HOOD OPENING SHOULDPOINT DOWN AND EXHIBIT 12 INCHES OF CLEARANCE BETWEENTHE BOTTOM OF THE HOOD AND THE GROUND OR OTHEROBSTRUCTION. VERIFY MANUFACTURER'S RECOMMENDATIONSFOR ANY OTHER FACTORS.DRYERBOX INSTALLATIONFLEX TRANSITION HOSENOTE: DRYERBOX MODEL 425 CAN BEMOUNTED UPSIDE DOWN FOR THROUGHFLOOR VENTING APPLICATIONSBOTTOM OF DRYERBOX SHOULD BE 4 1/2"ABOVE CENTER OF DRYER EXHAUSTREFRIGERANTPIPING FROMOUTDOOR UNITINDOORUNITREFRIGERANT PIPINGTYPICALTO INDOOR UNITS(SEE SCHEDULE FOR QUANTITY)3/4" P-TRAP AND COND.TO DRAIN (TYP.)NOTE:1. INSULATE LIQUID AND VAPOR LINES THROUGH OUT SYSTEM.2. SECURE OUTDOOR UNITS TO SUPPORT.3. SIZE REFRIGERANT LINES BASED ON MANUFACTURERS SYSTEM CALCULATIONS. 4. DETERMINE EXACT ROUTING FOR REFRIGERANT PIPING AND CONDENSATE DRAINS. SEE PLANSINDOOR EQUIPMENTSERVICESPACECEILINGFLEX CONNECTIONS (TYP)ANGLE FILTER BOXWITH SIDE ACCESSNEOPRENE MOUNTSUPPLY WITH 1" S.L.FANCOIL UNITOUTDOORUNITREFIGERANTPIPING TO HRBINTERIOR WALL3/4" CONDENSATE DRAINTO CLOSEST INDIRECTWASTE (MIN. 3" DEEPTRAP)HEAT RECOVERY BOXREFRIGERANT ISOLATIONVALVES (TYP @ HRB INLET)STRUCTURAL SUPPORTAND ROOF FLASHINGNOT BY M.C.ROOFSPRING ISOLATIONMASON SLR2" DEFLECTION BY M.C.BRAIDED FLEXCONNECTIONSPERIMETER RAIL BY M.C.PROVIDE CONDENSATE DRAINAGE ANDDRAINAGE ALARM PER SMCINDOOR UNIT MOUNTFLUSH, HIGHWALL PERMANUFACTURER'SGUIDELINES. PROVIDENEOPRENE MOUNTINGISOLATIONINTERNETEX CITY OF RENTONSERVERTRANE-MITSUBISHITE 200 CONTROLLER FORCU-1 AND CU-2 SYSTEM(IN MECH ROOM)TRANE-MITSUBISHI"PLUG AND PLAY"CONTROL SYSTEMJACENIAGARA N4IN MECHROOMERV-2COMMUNITY SPACESERV-1CKSDOFFICESBACNET LINKTO JACEBACNET LINKTO JACEROOMSENSOR(TYP)TRANE HIGHEFFICIENCYSINGLE ZONEVAV WITHONBOARDCONTROLSRENEW AIREPREMIUM ONBOARDCONTROLLER WITHBACNET CONNECTIVITYPROVIDE PROGRAMMING FORSCHEDULING, TREND LOGGING,ALARMS AND GRAPHICS120V, 1PH BY E.C.COORDINATE EXACT LOCATION WITHARCHITECT PRIOR TO INSTALLATIONWALL MOUNTED CO2 SENSOR WITH LCDDISPLAY OF ROOM CO2 IN PPMVISUAL AND AUDIBLE ALARM ON RISE TO800 PPM (ADJUSTABLE)AUDIBLE ALARM MANUALLY SILENCED ATSENSORNOTES:1.INSTALL CO2 SENSOR IN EVERY OCCUPIEDROOM.2.CO2 SENSOR NOT REQUIRED IN GYM,JANITOR'S CLOSETS, STORAGE, SERVER,ELECTRICAL, DENTAL EQUIPMENT ROOM ORRESTROOMS.MMMENERGY METERS BY E.C.(VERIFY EXACT QUANTITY)BUS TO JACE BY M.C. (TYP)ENERGY METERING ANDREAL TIME DASHBOARD SHOWINGENERGY USE ON THE WORLD WIDE WEBLOW VOLTAGE BUS TOINTERNET HUB IN BUILDINGBY M.C.LOW VOLTAGE BUS TOINTERNET HUB IN BUILDINGBY M.C.CONDENSATEPUMP INTEGRALTO INDOORFAN-COILGSM WATERPROOFCOUNTER FLASHINGBY M.C. POWERAOSUPPLY AIRFANS ON/OFFONBOARD ERV CONTROL PANELSAFETY SHUTS DOWN UNIT WHENAIR TEMP IS LESS THAN 38F (ADJ)MOTORIZEDDAMPERS INSIDECABINET CLOSEDWHEN FANS ARE OFFEXHAUST AIRVFD'S FOR BALANCING SUPPLY AND EXH VOLUME(UNIT IS CONSTANT VOLUME)DIAIDUCT-STAT HEAT CONTROLSHARDWIRE SMOKEDETECTOR KNOCKOUTMODULATESELECTRICDUCT HEATERSCR CONTROLBACNET LINKTO JACEAIRFLOWMEASURINGSTATIONAIAMS MAY BEWIRED TO JACECONTROLLER ATCONTRACTOR'SOPTIONCU-2TOCONTROL SYSTEM SEE M304PROVIDE WITH DIAMONDBACKSERVICE VALVESCU-1192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM303DETAILS CU-1TOCONTROL SYSTEM SEE M303PROVIDE WITH DIAMONDBACKSERVICE VALVESCU-2192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM304DETAILS FLOOR PLAN461' - 6"LOW ROOF471' - 6"ROOF479' - 6"CEILING469' - 0"8.210AVG GRADE PLANE455' - 0"PROP WALL HEIGHT495' - 6"89MAX WALL HT489' - 6"ERV-2CU-2CU-1161614X201612 10 10CD-14250CD-14250HP-208HP-209FLOOR PLAN461' - 6"LOW ROOF471' - 6"ROOF479' - 6"CEILING469' - 0"11.42345678.21110AVG GRADE PLANE455' - 0"PROP WALL HEIGHT495' - 6"5.589MAX WALL HT489' - 6"CU-1STRUCTURAL SUPPORT WITHSPRING ISOLATION (SEE DETAIL)SUPPLY TO GYM32" ROUND SUPPLY DUCTCU-2ERV-2192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM401SECTIONS FLOOR PLAN461' - 6"LOW ROOF471' - 6"ROOF479' - 6"CEILING469' - 0"78.210AVG GRADE PLANE455' - 0"PROP WALL HEIGHT495' - 6"89MAX WALL HT489' - 6"AC-124X42 SUPPLY DUCTWITH DUCT LINER2", R-8 LINER ONALL EXTERIOR DUCTWORKEXCEPT SOUND TRAPSVIBRACOUSTICS SOUND TRAP0.20" MAX PRESSURE DROPMIN. INSERTION LOSS IN DB6 / 5 / 5 / 6 / 6 / 11 / 9 / 5MASON RSCSPRING ISOLATEDROOF CURBS48X24 RETURN DUCTWITH DUCT LINERBEHIND SUPPLY DUCTVIBRACOUSTICS SOUND TRAP0.20" MAX PRESSURE DROPMIN. INSERTION LOSS IN DB8 / 7 / 6 / 4 / 3 / 3 / 3 / 3OVERSIZE TAPTO ELIMINATEEXPOSED FLANGEERICO CADDYDUCT SUPPORTSERV-122X22 SUPPLY DUCT22X22 EXHAUST DUCT,MAINTAIN 66" CLEAR UNDERDUCT FOR UNIT ACCESS66" MIN.EXHAUST DUCTBEHIND ERV UNIT,SEE M1032345678.25.58SUPPLY GRILLESUPPLY DUCT FROM HP-101SUPPLYDUCT FROMHP-102ROUNDDIFFUSEREXHAUST DUCT IN JOIST SPACEEXHAUSTGRILLESOUTSIDE AIR DUCT THRUOPEN WEB STRUCTUREERV-1 EXHAUSTDUCTHP-112RETURNOSA DIFFUSEROSADIFFUSERSCORRIDORRETURNHP-110RETURNCHECK INSUPPLYGRILLEHP-104SUPPLYSUPPLYDUCT FROMHP-103192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEM402SECTIONS 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP001COVER SHEETHOT WATER CIRCULATINGWASTE (ABOVE GRADE)SHEETBALANCING VALVE (CIRCUIT SETTER)SHEETODRLG OR PFNATURAL GAS OR PROPANEFIRE SERVICEOVERFLOW DRAINCHECK VALVEUNIONGATE VALVERAINLEADERWASTE (BURIED)VENTHOT WATERCOLD WATERHWCWVCWHWPLUMBING RISER NO.DETAIL NUMBERFLAG NOTEPLUMBING EQUIPMENTNPWNON-POTABLE COLD WATERPIPE ANCHOR POINTPIPE GUIDEBALL VALVEPRESSURE REDUCING VALVEPRESSURE GAUGETHERMOMETERSTRAINERSAFETY VALVEPIPING FLEXIBLE CONNECTIONSBUTTERFLY VALVEP-1M-11P-1CAPORHOSE BIBBDOUBLE CHECK VALVETRIPLE DUTY VALVEDIRECTION OF FLOW1SECTION NUMBERSHEET NUMBERPIPE DOWNPIPE UPTEE UPTEE DOWNFLOOR SINKPUMPFLOOR DRAINROOF DRAIN1REVISION TAGPLUMBING SYMBOLS LEGENDRPBALINETYPE LEGENDPIPE FITTINGSFLANGECAPPIPE VALVES AND SPECIALTIESPIPE VALVES AND SPECIALTIESDRAINS AND CLEANOUTSOVERFLOW DRAINFLOOR CLEANOUTGRADE CLEANOUTTRENCH DRAINWALL CLEANOUTUP TO CLEANOUTABBREVIATIONSAUTOFLOW VALVEHIDDEN FLOOR DRAINGLOBE VALVENON RISING STEM VALVEXMEDICAL TAGRISING STEM GATE VALVEMMETERMMETERCACOMPRESSED AIRDIDIONIZED WATERVVACUUMGREASE WASTEGWEXISTINGNEW WORK DARK/HEAVYHOT WATER (TEMPERATURE)(140)SDSTORM DRAINPWPUMPED WASTEPIPING SYSTEM LABELSC CONDENSATEPCPUMPED CONDENSATEBALL VALVE MANUAL LEVERGLOBE VALVE MANUAL LEVERBALANCE VALVE(PRESSURE INDEPENDENT)FUNNEL DRAINSTANDPIPEFUNNEL DRAINSLOPE SYMBOLX"(X' PER FOOT)PLUMBING NOTESENERGY CODE NOTESSOLENOID VALVE 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP002SCHEDULES DNDNVAN111.4223344556677AABBCCDDEEE.2FF8.28.211111010ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.55.58899E.3MEN'SRESTROOM113FC1FC1CONSELING1HP 105FC1FC14" WASTE CONNECTEDTO 6" SITE SANITARYSYSTEM. SEE CIVILF3" CW TO 2" METER SEE CIVILGGAS FROM STREETGAS METERFD-1(TYP)C.O.4"4"2"2"3"4"2"2"C.O.4"4"C.O.3"3"2" V2" V3"3"2"4"3"4"4"4"4"3"2"2"2"2"3"2"2"C.O.GI2"2"3"4"4"2"2"2"3"2"2"2"3"3"2"3" RL3" RL4" RL4" RAINLEADERSTORM DRAINSYSTEM.SEE CIVIL3/4" CA, 1" VAC,1/2" CW TO EACHFLOOR BOXFLOOR BOXES IN DENTAL EXAM,VERIFY LOCATIONS WITH DENTALEQUIPMENT1" & 1-1/2" IRRIGATION LINES,SEE LANDSCAPE(BID - ALT)2"CA VAC 2" W, 1-1/2" V,1/2" HW, 1/2" CWFOR ISLAND SINKFDC 4" LINE TO FIRE DEPARTMENT CONNECTIONNOT FURTHER THAN 50' FROM A SITE HYDRANT.SEE CIVIL DRAWINGS.4" FIRE SERVICESEE CIVIL2"1/2" HW, 2" W, 1/2" CW,2" V TO KS-2(SEE DETAIL 4 / P303)C.O.2" V UP2"192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP100PLUMBINGFOUNDATION PLAN DNDNVAN111.4223344556677AABBCCDDEEE.2FF8.28.211111010ELEC RM115LNDRY125TEENROOM123YOUTHROOM122WOMEN'SRR126SPONSOR128LUNCHROOM124MAKERSPACE 1 &2106DEMONSTRATIONKITCHEN104FITNESSROOM108DANCE/CLASS107GYMNASIUM110WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108STAFFCARRELS130CHECK-IN131SPONSADMIN129MEN'S RR127ADMIN121RR120BABY-TODDLERROOM119VESTIBULE101SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115MTG ROOM103STOR105GROUP EDHP118CORRHP117JAN116JAN118FAMILY RR117WOMEN'SLOCKERSWOMEN'SRESTROOM114ADMINCORR132LOBBY102GALLERY133EXIT134MEN'SLOCKERSSTAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR111FIRE &WATER112STOR109CORR5.55.58899E.3MEN'SRESTROOM113FC1FC1CONSELING1HP 105FC1FC1GAS METERKS-1SVS-1(TYP 2)(TYP)LAV-1(TYP)WC-1LBKS-1WC-2SS(TYP)WC-2DFDUPLEX 2" RPBA, MAX 60" AFF,4" HUB DRAIN BELOWWET FIRE RISERHB-1(TYP)RACK LINES ONCOMMON UNISTRUT RACK98% EFFICIENT NATURAL GAS WATER HEATERWITH EXPANSION TANK AND CIRC PUMPWHCPET&SEE ENLARGED PLAN P1023/4" CW(TYP FORHOSE BIBBS)4" VTR3/4" HWC(1 GPM)1-1/2" CW3/4" HW1-1/2" CW, 1/2" HW4" VTR1/2" HW3/4" CW1/2" HWC(0.5 GPM)3/4" HWC (1.5 GPM)3/4" HW1-1/2" CW3/4" CW3/4" HW3/4" HWC (2 GPM)1" HW2" CWFD-1(TYP)1-1/4" CW3" RL & OD1-1/4" CW3/4" HW(2) 1/2" HWC(0.5 GPM)1" HWC (6.5 GPM)1-1/2" HW2" CWFROM WATER ROOM3/4" HWC (3.5 GPM)1-1/4" HW2" CWMAIN LINES FORNORTH SIDE2" VTRFD-23/4" HWC (3 GPM)1-1/4" CW, 2" CWMAIN LINES FORSOUTH SIDERL OD 3" RL AND OD,COMBINE IN VERTICAL (TYP)2" VTR3/4" CW3/4" HW3/4" HWC (1 GPM)4" HUB DRAIN3" VTRMVINSTALL WATER LINESTIGHT TO STRUCTURE,ABOVE HVAC UNITSIRRIRRIRRIRRIRRIRR 1-1/2" IRRIGATION(BID - ALT)1-1/2" IRR UP(BID - ALT)IRRIGATION CONTROLLER1" & 1-1/2" IRR DN (BID - ALT)IRR1" IRR UP (BID - ALT)IRR1" IRR FROM WATER ROOM(BID - ALT)KS-2TO FDC1/2" HW, 1/2" CW,2" V TO KS-23/4" CW TO HB-12" GAS TO WATER HEATERGG3/4" CW3/4" HWNOTE: PROVIDE ACCESSPANELS FOR SHUTOFFVALVES LOCATED ABOVEHARD-LID CEILINGS3/4" PUMPEDCONDENSATEFROM MECH UNIT (TYP),SEE MECH PLANS FORUNIT LOCATIONSDISCHARGE 1"COND. TO SSDISCHARGE 3/4"COND. TO FDCCCCC C 3/4" COND.3/4" COND.1" COND.PCPCPCPC 3/4" COND.3/4" GRAVITY CONDENSATE LINE,SLOPE AT 1/8 INCH PER FOOT OR1/4 INCH PER FOOT WHERE POSSIBLE(TYP)3/4" COND.3/4" COND., SEE ENLARGED PLAN P102PCCC CC CC CCC3/4" COND.C192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP101PLUMBINGFLOOR PLAN DNDN5678.2WAITINGROOMHP101MEDICALPODHP109CHECK-INHP102WORKROOMHP103EXAM RM 1HP119EXAM RM 2HP120MEDHP112LAB/STERILEHP114CLINIC MGRHP104COUNSELING2HP106DENTALEXAMHP108SRVR RMHP113PANOHP110EXAM RM 3HP121EXAM RM 4HP122EXAM RM 5HP123EXAM RM 6HP124RRHP115GROUP EDHP118CORRHP117STAFF RRHP111DENTALEQUIPHP107PHLEBHP116STOR109CORR5.58CONSELING1HP 1051/2" HWC(1 GPM)2"2" AIR INTAKE PIPEUP TO ROOF WITHMFRS SHROUDAND SCREEN AT INTAKE3/4" DRAINS FROM DRIP LEGAND MEMBRANE DRYERTO FLOOR SINK2" MAV EXHAUST UP THRU ROOFAMALGAMSEPARATORSSFS-1MAV-1MAC-13" VTR3/4" CW3/4" CW1/2" HWC (1.5 GPM)1/2" HWC (0.5 GPM)3/4" HW AND 3/4" CW3/4" HWC (1 GPM), 3/4" HW, 3/4" CW4" VTR3/4" HW1" CW3/4" HW (1.5 GPM)S-2(TYP 3)3/4" HW1-1/2" CW3/4" HWC (3 GPM)3/4" CW3/4" HW1" HW1-1/2" CWSHUT-OFFVALVES(TYP)CACA 3/4" CATO LAB SINKCA1/2" CW1-1/2" VAC3/4" CA TOFLOOR BOXES1PROVIDE 3/4" CW AND 3/4" HWCONNECTIONS TO HYDRIM INSTRUMENT WASHER.CONNECT 3/4" PUMPED DRAIN TO SINKTAIL PIECE WITH COUNTER VENT.1S-4S-3CACA LAV-1(TYP)WC-1(TYP)S-11/2" HW, 1/2" CWTO ISLAND SINKSEE P100 FOR ALLBELOW GRADECONNECTIONS FORDENTAL EXAM ROOMDISCHARGE 1" COND.TO SS3/4" COND.3/4" GRAVITY CONDENSATE LINE,SLOPE AT 1/8 INCH PER FOOT OR1/4 INCH PER FOOT WHERE POSSIBLE(TYP)3/4" PUMPED CONDENSATEFROM MECH UNIT (TYP),SEE MECH PLANS FOR UNIT LOCATIONS3/4" COND.1" COND.3/4" COND.3/4" COND.3/4" COND.PCPCPCPCPCPCPCCCCCC C C C C CCC 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP102PLUMBING ENLARGEDFLOOR PLAN 111.41.4223344556677AABBCCDDEEE.2E.2FF8.28.211111010ALUMINUM SUNSHADEMETAL COPING, TYPMECHANICAL WELLPARAPET BELOW, TYPGUTTERALUMINUM SUNSHADEGUTTERGUTTER1/2" / 1' - 0"1/2" / 1' - 0"7/8" / 1' - 0"1/4" / 1' - 0"1/4" / 1' - 0"5.55.58899E.3E.31/4" / 1' - 0"BID ALTERNATE/FUTUREGREEN ROOFD.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.5/8" / 1' - 0"3/4" / 1' - 0"3/4" / 1' - 0"1" / 1' - 0"1/4" / 1' - 0" 3/8" / 1' - 0"1 1/2" / 1' - 0"1/2" / 1' - 0"D.S.D.S.D.S.FAFAFAFAFAFAFA1/4" / 1' - 0"1/4" / 1' - 0"MECHANICAL WELL1/4" / 1' - 0"FAFAFAFAFAFABID ALTERNATE/FUTURESOLAR PANELSMECHANICAL WELL ACCESSDOORMECHANICAL WELL ACCESSDOORGUTTERFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAR1FALL ARREST ACHOR, TYP.RD-1OD-1TYPICAL1-1/2" IRR (BID - ALT)1" IRR (BID - ALT)192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP103ROOF PLAN 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP301DETAILS BELOW FINISHED FLOOR. 2. FLOOR DRAINS SHALL BE FLUSH TO 1/4''1. VERIFY FLOORING CONSTRUCTION BEFORE ORDERING DRAINS.NOTES:(TYPICAL)TRAP PRIMER LINE,FIN. FLOORANCHOR / CLAMPINGFLANGESLABHOLESSEEPAGEGRATE PER SCHEDULEANCHOR / CLAMPINGFLANGEHOLESSEEPAGETPGRATE PER SCHEDULESLABFIN. FLOORMEMBRANEGRATE PER SCHEDULEFIN. FLOORCLAMPUNDERDECKSLABGROUTSCREWSCLAMPHOLESSEEPAGEGROUTNOTES FOR WOOD FLOOR INSTALLATION1. VERIFY ASSEMBLY PROCEDURE W/ FLOORINGMANUFACTURER.2. ONLY INSTALL FLOOR DRAINS COMPATIBLE WITHWOOD CONSTRUCTION.3. VERIFY FLOOR ASSEMBLY WITH ARCHITECT TODETERMINE APPROPRIATE INSTALLATION METHOD.4.VERIFY DRAIN IS COMPATIBLE WITH FLOOR ASSEMBLYBEFORE ORDERING.REVERSIBLE COLLARSEEPAGEOPENINGSTRAP PRIMERCONNECTION(WHEN SPECIFIED)BOLT TO FLOOR W/STAINLESSSTEEL BOLTSSET FLUSHWITH FLOORGRATE PERSCHEDULESEAL WATERTIGHT(BY OTHERS)FLOOR STRUCTURESEE FIXTURECONNECTIONSCHEDULE FORPIPE SIZESREVERSIBLE COLLARSEEPAGE OPENINGSTRAP PRIMERCONNECTION(WHEN SPECIFIED)BOLT TOFLOOR W/STAINLESSSTEEL BOLTSSET FLUSHWITH FLOORGRATE PERSCHEDULESEAL WATERTIGHT(BY OTHERS)FLOOR STRUCTURESEE FIXTURE CONNECTIONSCHEDULE FOR PIPE SIZES4'' HOUSEKEEPINGPADCONDENSATE TO FLOORTO FLOOR DRAIN T/P RELIEF DRAIN3" PVC (SOLID CORE) COMB. AIR (TYP)3'' PVC (SOLID CORE) GAS VENT (TYP)DRAIN WITH CONDENSATE NEUTRALIZERFD-16'' DIRT LEG (TYP.)CPCHECK VALVE(TYP)SEISMIC BRACINGPER UPC. (TYP)WHSET OUTPUTTEMP. TO140°F.DRAIN TO FLOORDRAIN FD-2 (TYP)140° HW2'' W, WITH 1-1/2'' VFD-2ETGGMVINSTALL PIPING TO VALVE ASSEMBLY PER MANUFACTURERS INSTRUCTIONS.140° HW120° HW1" CW1" HW (140)1" GAS1" HW TO BUILDING3/4" HWC1" CW1" GAS3/4"3/4"1"1"TEMPERED HWFAUCET FLEXIBLECONNECTIONS120 DEG. F. HWCOLD WATERMIXING VALVE IN ENAMELWALL CABINET, INTEGRALCHECK VALVES. ASSE 1070RATED.HOT WATERCIRCULATION TOBALANCING VALVELOCATED ABOVET-BAR CEILING.SEE FLOOR PLANS.NOTE:PROVIDE INSULATED P-TRAP AND SUPPLY COVERS AT ALL EXPOSEDP-TRAPS AND SUPPLIES PER ADASTANDARDS.TOP OF FLOOR. SEE SPEC.TO WADE # 8300 MF-39.PROVIDE ACCESS HOUSING EQUALIN VEHICULAR TRAFFIC AREAS,FOR GRADE CLEANOUTS (G.C.O.)NOTE:CLEANOUT AND ACCESS COVER.TOP OF COVER TO BE FLUSH WITHBEND IF CLEANOUTOCCURS AT END OF LINE.WASTE LINEFLOOR LINEFIXTURE.SHALL BE LOCATED BELOWURINALS PER U.P.C.. CLEANOUTSPROVIDE CLEANOUTS @ SINKS &NOTE:PIPE.CAST-IRON9 INCHES CHROME WALLCOVERAND SCREW.OTHERWISEELBOW W/ CLEANOUTEXTENDS UP. PLUGGEDCLEANOUT IF PIPEFLOOR LINEWASTE OR A VENT PIPINGOR NO-HUBMAY EXTEND AS A BELL & SPIGOTPLUGGED TEE WITHWALLLINE.THD. ROD TO STRUCTUREPIPE HANGERSUSPENDED ORWALL STYLEINSULATION SHIELD &INSULATION OVER PIPEINSULATIONCONTINUOUSTHRU HANGER.NOTE:INSULATE & LABEL PIPING PER. SPEC.INCOMPRESSIBLE INSERT(BARRIER FREE UNIT)UNIT BEYONDSTANDARD HEIGHTWATER COOLER.DRINKING FOUNTAIN OR2" WCO2" WASTEFINISHED FLOOR1 1/2" WASTEAS NECESSARY.DRILL FOR PIPINGDIVISIONUNDER SEPARATETO VERTICAL STUDSBLOCKING, SECURE(2) METAL STUDCOOLER.FOUNTAIN ORSUPPLIED WITHMOUNTING BRACKET1 1/2" VENT36" MAX 34"BALL VALVE W/ACCESS PANELCOPPER SWEATELBOWWALL BOXWALL FLANGEVACUUM BREAKERLOOSE KEY HANDLELOCKABLE DOOR3/4" HOSE THREADBUILDING EXTERIORWALLPERPENDICULARTO EXTERIORWALL24" AFF UNLESS NOTED APPROX. 14"THERMOMETER(TYP)1/2" VALVE WITHHOSE THREAD FORMAINTENANCESEATCLOSET AREA AT MAX. 44" A.F.F.THE "WIDE SIDE OF THE WATERFLUSH VALVE HANDLE TOWARDCLOSET INSTALLATIONS, INSTALLVALVE WTR. CLOSETS & URINALS SECURE PIPING @ OTHER FLUSHFLOW AS NECESSARY.HORIZONTAL OR VERTICALIN SIMILAR MANNERFOR BACK TO BACK CLOSETAS NECESSARY.NOTE:1/4 BEND4'' LONG TURNFINISHEDFLOOR2'' VENT3 1/2'' STUD WALL (MIN.)17" BARRIER FREEROUGH-IN15" STANDARD HEIGHTFOR BARRIER FREE WATERPIPE SUPPORT(GALV.) BOLT BOTH ENDS TO STUDS W/ BRACKETS ESCUTCHEONFINISHED WALL1'' CW (SGL. CLOSET)1 1/4' CW (BACK TO BACK)10" CHILD HEIGHT 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP302DETAILSHANGER RODSSECUREPIPING TO SUPPORTSWITH "UNISTRUT" PIPECLAMP OR EQUAL.1-5/8" P-1001OR EQUAL. (TYPICAL)"UNISTRUT" CHANNEL"UNISTRUT" OR1" CHANNELEQUALJOISTS OR STRUCTUREINSULATION CONTINUOUSTHROUGH PIPE CLAMPS W/NON-COMPRESSABLEINSULATED INSERT.NOTE: QUANTITY OF PIPES SHOWN REPRESENTATIVE ONLY,PROVIDE QUANTITY OF PIPES REQUIRED.WATER HEATER D IA .SEE MFRS . SPEC .90°-120°1/2"Ø BOLT TOSTRUCTURE(TYP. OF 4)BRACE FITTING EQUALTO GRINNELL FIG. 112-1" N.P.T. (TYP, OF 4)WALL1"Ø GALV. SCH. 40PIPE x LENGTH TOSUIT (TYP. OF 4)BRACE FITTING EQUALTO GRINNELL FIG. 113-1" N.P.T. (TYP. OF 4)1/2"Ø BOLT(TYP. OF 4)2"X1/8" GALV. FLATBAR AROUND WTR. HTR.(TYP. OF 2 BANDS ONEHIGH, ONE LOW)NOTE: VERIFY SIZING FOR SPECIFIC APPLICATION W/ STRUCTURAL ENGINEER.WALL BLOCKING PER STRUCTURAL ENGINEERBALL VALVE (TYP)CHECK VALVEUNION (TYP)CIRC. PUMPHOT WATERRECIRC. LINESUPPORT FROM STRUCTURECONTROLLER W/ 24HRTIME CLOCKTEMPERATURESENSOR WATER SERVICE SCHEDULEMARKRPBP #1 AND #2MAKEWATTSMODEL009SIZE2"NOTESNOTES:DEVICES TO WALL AND PROVIDE1. SECURE BACKFLOW PREVENTION REQUIRED CLEARANCEALLOWS THEIR DRAINS TO BE ROUTED2. MOUNT RPBA'S AT A HEIGHT THATTO DRAIN.INCOMINGWATERSERVICEBUILDINGDOMESTICSERVICESTRAINERPRESSURE GUAGE (TYP)BALL OR BUTTERFLY VALVE (TYP)UNION (TYP)12" MIN.60" MAX.FLOORRPBAFUNNELROUTE DRAIN TO FLOOR DRAINSECUREPIPING TO SUPPORTSWITH "UNISTRUT" PIPECLAMP OR EQUALCHANNEL1-5/8"W/NONCOMPRESSABLEINSULATED INSERT.INSULATION CONTINUOUSTHROUGH PIPE CLAMPS.NOTE: QUANTITY OF PIPES SHOWN REPRESENTATIVE ONLY,PROVIDE QUANTITY OF PIPES REQUIRED.TWO IN DUPLEX CONFIGURATION3"3"GAS METER BY UTILITY6" WC2" G, 25'SEISMIC VALVEBALL VALVE (TYP)WH-1(199 MBH)6" VERTICAL FLEXIBLE GASEQUIPMENTDRIP LEG18" MAX.CONNECTOR.UNIONJOINTGROUNDSHUT-OFF VALVEMANUAL MAINCONDENSATEDRAIN TRAYBREATHER TUBEINLET TUBERESERVOIRMANUFACTURER'S CONDENSATE PUMPAT EACH UNITEVAPORATOR COILWALL MOUNTED SPLITGRAVITY DRAINAGEPIPE SLOPED @14" PER FOOT WHEREPOSSIBLE, 18" PERFOOT MINIMUM.1/4" PUMP OUTLET1/4" OUTLET TUBEIN WALLCEILINGSYSTEM HEAT PUMPMFGR'S INSTRUCTIONS. STYLE DRAINS& FOLLOW CONSTRUCTION USE "DX" & NOTES FOR WOOD 2. SEE FLOOR DRAIN DETAIL STRUCTURE ON ARCH.1. VERIFY ROOF DECKNOTES: DRAWINGS.SLOPE: 1/4" / 1'-0"RAINLEADER(TYPICAL)RISEROR NO-HUB CONNECTIONNEOPRENE EXPANSION JOINTUNDER DECKCLAMP (TYP)DECKROOFROOFING FELT & B.U. ROOF OR MEMBRANE.4'X4' 4# LEAD ROOF SUMP RECESS UNDERVERTICALRAINLEADER INCOMBINE WITHOVERFLOW MUSTCOMBINED ROOF ANDOVERFLOW DRAINASSEMBLYSEE SHEET P5.9 FOR RAIN LEADER PIPE ROUTINGDRIP LEGGAS SUBMETER 192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP303DETAILSSEAL WATERTIGHT (TYP)STORM COLLAR, AFFIXTO PIPE, SEALWATER TIGHT (TYP)PVC C.A. INTAKEPVC FLUEMIN. SPACINGPER MFR'S GUIDELINESNOTES:1. TERMINATION HEIGHTABOVE ROOF PERMFR'S GUIDELINES.ROOFING BOOT(TYP)ROOF(TYPICAL FOR SINGLE GAS WATER HEATER)3/4" DRAIN TOFLOOR SINKFLOOR SINKBY M.C.MAV-1VACUUM PUMP STACKED ON TANK.PUMP NOT PROVIDED BY M.C.EXHAUST MUFFLER AND FILTERFURNISHED BY VENDOR. INSTALLED BY M.C.2" SCHEDULE 40 PVC EXHAUSTPIPING BY M.C.THRU ROOF, FLASH WATERTIGHT2" VAC TO FIRST TEE, THEN 1" VACTO EACH FLOOR BOXAMALGAM SEPARATORPROVIDED BYVENDOR2" PVC BY M.C.VAC TO FLOOR BOXESFLOOR SINK3/4" DRAIN TOFLOOR SINKBALL VALVE (TYP)VAC TO FLOOR BOXES3 SCFM EACHCACA 3/4" TO DENTAL FLOOR BOXESMAC-12" PIPING TO INTAKE THRU WALL.PROVIDE REMOTE INTAKE KITPIPE SIZING EXCEEDSUPC TABLE 1310.2.2 (1)COUNTER-TOPTO OUTLETS ON ISLAND1/2" HW & CW2'' FOOT VENTBELOW COUNTER TOPC.O. ACCESSIBLEEXTEND LOOP ASHIGH AS POSSIBLEFLOOR2'' V2" COCOUNTERTOP2" VENT THROUGHROOF OR CONNECTTO OTHER VENTSPARTITIONOR WALL.2" VERTICAL FIXTURE DRAIN2" W @ MIN.1/4" PER FT. SLOPEVERTICAL FIXTURE VENT2" CO IF NOT SLABOR GRADE1/4" PER FOOT GRADEIF SLAB ON GRADEWYE1/4 BEND1/8 BEND1/8 BENDFULL HEIGHT ABCDEE.2FAVG GRADE PLANEPROP WALL HEIGHTE.33232FIRE ANDWATER 112GYM 110STORAGE 111TACCESS DOOR INTOEQUIPMENT WELL(TYP FOR 2)IRR48X60 RETURNGRILLE42X20BEYONDIRR1" IRR TO NORTH SIDE1" HWC, 1-1/2" HW,2" CW, 1-1/2" IRR ONCOMMON RACK IN FIRE/WATER ROOMPIPE RACK UP INOPEN TRUSSESREFRIGERANT PIPINGFROMINSTALLED IN2X10 EXTERIOR WALL,UP TO COMMON RACKCU-12" CW, 1-1/4" HW, 3/4" HWC INSTALLEDIN 2X10 EXTERIOR WALL ON WARMSIDE OF INSULATIONIRR IRR REFRIGERANTPIPING TOBC-11-1/2" IRR, 3/4" HWC,1-1/4" HW, 2" CW ANDREF. PIPE INSTALLED IN2X10 EXTERIOR WALL ONWARM SIDE OF INSULATION192 Nickerson, Suite #300Seattle, Washington 98109Phone: 206.285.2966 FAMILY FIRST COMMUNITY CENTER RENTON, WA COPYRIGHT © 2019BAYLIS ARCHITECTS INCORPORATEDALL RIGHTS RESERVEDTHIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS THE PROPERTY OF BAYLIS ARCHITECTS INC., AND MAYNOT BE REUSED, IN WHOLE OR IN PART, WITHOUT THE WRITTENCONSENT OF BAYLIS ARCHITECTS INCORPORATED.BID SET 10/20/2021PROJECT NUMBER:PROJECT MANAGER:DRAWN BY:18083CH, RANBREVISIONS:NO.DESCRIPTIONDATEP401SECTIONS