21-101715-Plan Set-05-10-2021-V2A1aPARTITION / WALLCONSTRUCTIONINSULATIONINDICATIONPARTITION / WALLCONFIGURATIONSYMBOLS LEGENDLETTERSHORIZONTALNUMBERSVERTICALUPPER ROOMNAMEROOM NAMEROOM NUMBERROOM SQ FTROOM SQ FTROOM OCCUPANT LOADROOM OCCUPANT TYPEOCCUPANT LOAD FACTORNUMBER OF EXITS REQ'DDETAIL NUMBERSHEET NUMBERSECTION NUMBERSHEET NUMBERGRID LINESDOOR 15/A9.01WINDOW20/A9.01OCCUPANCYELEVATIONSECTION NUMBERSHEET NUMBERWALL SECTIONDETAILNUMBERSHEETNUMBERDETAILTITLE LINESECTIONGRADE ELEVATIONWORK, CONTROLOR DATUM POINTGRADE ELEVATIONNEW OR FINISHGRADEEXISTING GRADEFINISH FLOOR ELEVATIONA19ROOMNAME101200 SFA1A3.0TYP1A3.01A4.00'-0"1ST FLR0.00'0.00'1PLAN1/8" = 1'-0"ROOM NUMBERHARDWARE SETDOOR TYPE101A1ROOM SFROOM OCCOCC TYPEOLFEXITS10002002200A-2KEYNOTEROOMNORTH ARROWDRAWING SCALEDRAWING NAMEDRAWING NUMBERCORNER GAURD1A8.0REVISION NUMBER /REVISION CLOUDREVISION1GENERAL INFORMATION AND ZONING CODEINDEX OF DRAWINGSSCHEDULEF101E101FURNITURE / FINISHEQUIPMENT / PLUMBINGLIGHTING / CEILINGL101INTERIOR WALLCGGENERAL NOTES1SITE PLANNOT TO SCALEINDICATES AREAOF WORKSITE: 33310 1st WAY S,FEDERAL WAY, WACIVILC1.1OVERALL SITE PLANC1.1AENLARGED SITE PLANC1.2SITE PLANAEXTERIORWALL A9.01LEGAL DESCRIPTIONPROJECT ADDRESS: 33310 1st WAY SFEDERAL WAY, WA 98003LEGAL DESCRIPTION: WEST CAMPUS OFFICE PARK DIV 1 LOT 25 B OF KC SHORT PLATNO 475011 RECORDING NO 750609381TAX PARCEL NUMBER: 9266500-0255T1.1COVER SHEETG1.1FIRST FLOOR CODE STUDYG1.2SECOND FLOOR CODE STUDYAD1.1DEMO FIRST FLOOR PLANAD1.2DEMO SECOND FLOOR PLANA1.1aFIRST FLOOR PLAN GENERAL NOTESA1.1bFIRST FLOOR PLAN W/ DIMENSIONSA1.2aSECOND FLOOR PLAN GENERAL NOTESA1.2bSECOND FLOOR PLAN W/ DIMENSIONSA2.1EXTERIOR ELEVATIONS & BUILDING SECTIONA7.1DOOR & WINDOW SCHEDULEA7.2DOOR & WINDOW DETAILSARCHITECTURALPROJECT DIRECTORYOWNERANUJ MITTAL(425) 208-6647ANUJ MITTALMITTALANUJ01@GMAIL.COMARCHITECTTWIST DESIGN, INC4444 WOODLAND PARK AVE N, SUITE 100SEATTLE, WA 98103(206) 402-4484KIRK CALLISONKIRKC@TWIST-DESIGN.COMCONTRACTORACG, INC.1900 AIRPORT WAY SOUTH, SUITE 102SEATTLE, WA 98134(206) 329-2878CHAD QUILICICHAD@ACGBUILDS.COMSTRUCTURAL/CIVILLANDSCAPEBARGHAUSEN ENGINEERS18215 72ND AVE SKENT, WA 98032(425) 251-6222JASON CAREYJCAREY@BARGHAUSEN.COMPROJECT DESCRIPTIONThe proposed project consist of remodeling an existing 1975 2-story masonry officebuilding, into a 2-story Goddard School with exterior playgrounds. The site isapproximately 65,000 sf (1.49 acres) with a gross building size of approximately 14,511 sfon 2 levels with 70 parking stalls and associated landscaping. The project will bedesigned to the Goddard School requirements and meet all local and state coderequirements.1.The Contractor shall be responsible for safety in the area of work at alltimes in accordance with all applicable safety codes.2.The Contractor shall indemnify and hold the Owner/Architect/Engineerharmless for injury or death to persons or for damage to property causedby the negligence of the Contractor, his agents, employees, orsubcontractors.3.Each Contractor shall be responsible for damage to adjacent work andshall repair said damage at his own expense. Contractor to obtain allrequired permits and approvals for damage reparations for such work.4.HVAC, Mechanical, Electrical, Plumbing, Fire Sprinklers and VerticalTransportation are Design Build under separate permit.5.CODES: All work shall conform to the applicable Building Codes andOrdinances. In case of any conflict where the methods or standards ofinstallation of the materials specified do not equal or exceed therequirements of the laws or ordinances, the laws or ordinances shallgovern. Notify the Architect of all conflicts.6.DRAWINGS AND SPECIFICATIONS: Structural, Mechanical and ElectricalDrawings are supplementary to these drawings. The Contractor shallnotify the Architect of all discrepancies between the Consultant'sdrawings with a written request for clarification. Any work installed inconflict with these Drawings or Specifications shall be corrected by theContractor at no expense to the Owner or Architect.7.All items marked "N.I.C." are not part of this contract.8.All work shall be applied in accordance with the manufacturer's latestrecommendations or written directions.9.Where construction details are not shown or noted for any part of thework, the details shall be the same as for other similar work.10.Where devices or items or parts thereof are referred to in singular, it isintended that such shall apply to as many such devices, items or parts asare required to properly complete the work.11.Contractor shall verify all "building standards" with building landlord priorto beginning any work. However, there shall be no deviationswhatsoever from the contract documents without the architect's writtenapproval thereof. The contractor agrees to defend, indemnify, and holdthe architect harmless from any claims arising as a result of unapprovedchanges.12.Contractor shall request verification from utility companies ofunderground utility locations prior to beginning excavations.13.The contractor will verify and conform to all requirements of all utilitycompanies unless otherwise noted in the plans and specifications.14.All debris shall be removed from premises and all areas shall be left in aclean (broom) condition at all times.15.Owner shall provide building permit to the contractor prior tocommencement of work.16. Contractor shall secure relevant city and state approvals relating to fire,construction, labor, health and licensing. Contractor shall further post allbonds and secure all insurance required by law or contract, forwardingproof of such actions to the owner prior to commencement ofconstruction.17. Contractor shall secure and provide all permits for occupancy, utilitiesand any others required by governing authorities beyond the basicbuilding permit, making timely applications and inquiries, paying all feesand posting all bonds to be released at the completion of construction.18.Approved plans shall be kept in a plan box and shall not be used by anyworkmen. All construction sets shall reflect the same information as wellas all revisions, addenda, and change orders. The contractor shall alsomaintain in good condition, one complete set of plans with all revisions,addenda, and change orders, on the premises at all times which are tobe under the care of the job superintendent.19. The contractor shall be responsible for the complete security of thebuildings and site while job is in progress and until the job is completed.20.All work shall be guaranteed for a period of one (1) year aftercompletion, unless otherwise specified, and shall be so stated incontractor's written proposal and agreement. All repairs, corrections,discrepancies, etc., must be made without any additional cost to theowner, and within 24 hours after notice is given.21.All operations during construction conducted on the premises shall notbe objectionable beyond the property boundary lines by reason ofnoise, steam, odor, fumes, gases, smoke, vibration, hazard or othercauses.22.Exit doors shall be openable from the inside without the use of a key orany special knowledge or effort.23.Flammable liquids shall not be places, stored, or dispensed in thisoccupancy except as provided in N.F.P.A. standard 30 and the currentInternational fire code. Permit may be required.24.The contractor shall provide as-built modifications to architectural,structural, mechanical, electrical, fire and smoke monitoring detectionsystems on reproducible's. Such as-built drawings will be completed,submitted, and approved by the owner prior to the final payment.25.An approved public safety key box shall be installed adjacent to themain entrance and shall be clearly visible and mounted within ten feetof the ground. The key box shall contain keys to open doors or otheraccess means at the following locations: Confirm location w/ FireMarshall.25.a.The main entrance.25.b.Rooms containing fire alarm system control panels.25.c.Rooms containing main electrical service panels.25.d.All keys shall be clearly marked as what door, room, area, or lockthey serve.26.The address shall be prominently displayed per City requirements.27.The contractor shall ensure that this project, and all construction activitiesrelated thereto, conform with all local, regional, state, and/or federalregulations pertaining to disturbing, displacing, and/or removal ofasbestos or asbestos containing materials. Note specifically, that thecontractor shall conform with the requirements of the Puget Sound CleanAir Agency regarding, inspection, certification, and notification.28.Since the building is a change in use, comply with the PrescriptiveCompliance Method per the IEBC 2015. The facility for accessibility routeshall comply with the current IEBC 2015 code.GENERAL1.DESIGN BUILD.2.Comply with 603.5.6 Protection from Irrigation Systems.2.1.Potable water supplies to systems having no pumps or connection forpumping equipment, and no chemical injection or provisions forchemical injection, shall be protected from backflow by one of thefollowing: (1) Atmospheric vacuum breaker, (2) Pressure vacuumbreaker backflow prevention assembly (PVB), (3) Spill-resistant pressurevacuum breaker (SVB), (4) Reduced pressure principle backflowprevention assembly (RP), (5) A double check valve backflowprevention assembly (DC) may be allowed when approved by thewater purveyor and the authority having jurisdiction.3.Comply with 603.5.7 Outlets with Hoses Attachments.3.1.Potable water outlets with hose attachments, other than water heaterdrains, boiler drains, and clothes washer connections, shall beprotected by a non removable hose bibb-type backflow preventer, anon removable hose bibb-type vacuum breaker, or by anatmospheric vacuum breaker installed not less than 6 inches abovethe highest point of usage located on the discharge side of the lastvalve. In climates where freezing temperatures occur, a listedself-draining frost-proof hose bibb with an integral backflow preventeror vacuum breaker shall be used.4.Comply with 603.5.17 Potable Water Outlets and Valves.4.1.Potable water outlets, freeze-proof yard hydrants, combinationstop-and-waste valves, or other fixtures that incorporate a stop andwaste feature that drains into the ground shall not be installedunderground.MECHANICAL / ELECTRICAL & PLUMBINGDIMENSIONS1.All information shown on the drawings relative to existing conditions aregiven as the best present knowledge but without guarantee of accuracy.The Contractor shall field verity existing conditions and dimensions andshall notify the Architect of any discrepancies or conditions adverselyaffecting the Architect of any discrepancies or conditions adverselyaffecting the design prior to preceding with the work.2.Exterior dimensions of plans are to the building gridlines or face of exteriorsheathing unless otherwise noted. Interior dimensions of plans are tobuilding gridlines or face of finish unless noted otherwise.3.Do not scale drawings: The Contractor shall use dimensions shown on theDrawings and actual field measurements. Notify the Architect ifdiscrepancies are found.4.COORDINATION: The General Contractor shall be responsible for theverification and coordination of the work of all trades to assurecompliance with the Drawings and Specifications.5.Contractor is to verify all existing conditions, dimensions, details, etc., andnotify the architect of any and all discrepancies prior to proceeding withthe work.6.Existing elevations and locations to be joined shall be verified by thecontractor before construction. If they differ from those shown on thedrawings, the contractor shall notify the architect so that modificationscan be made before proceeding with the work.7.The contractor shall verify all door and window rough opening dimensionswith door and window manufacturers.FIRE PROTECTION1.DESIGN BUILD.2.Comply with 603.5.14 Protection from Fire Systems.2.1.Except as provided under Sections 603.5.14.1 and 603.5.14.2, potablewater supplies to fire protection systems that are normally under pressure,including but not limited to standpipes and automatic sprinkler systems,except in one or two family or townhouse residential flow-through orcombination sprinkler systems piped in materials approved for potablewater distribution systems, shall be protected from back-pressure andback-siphonage by one of the following testable assemblies: (1) Doublecheck valve backflow prevention assembly (DC) (2) Double checkdetector fire protection backflow prevention assembly (3) Reducedpressure principle backflow prevention assembly (RP) (4) Reducedpressure detector fire protection backflow prevention assembly.CONSTRUCTION1.Contractor shall be responsible for providing wall blocking for all wall andceiling mounted items.2.There shall be no exposed pipe, conduits, ducts, vents, etc. and such linesshall be concealed or furred and finished, unless noted as exposed on theconstruction drawings.3.Offset studs where required so that finish wall surfaces will be flush.4.Provide galvanic isolation between dissimilar metals.5.General Contractor is to coordinate with mechanical, electrical andplumbing contractors for all required rough-ins, and trenching required forelectrical and plumbing runs.6.Provide pressure treated wood at all locations where wood is exposed tothe exterior or where wood comes into contact with concrete or soil.7.Lathing, plaster, and gypsum wallboard systems shall conform to the IBCcurrent edition.8.All exposed gypsum board to have metal edges at all corners and wallintersections.9.All glass and glazing shall comply with IBC current edition and the U.S.product safety commission: Safety standard for architectural glazingmaterials. required.1.All paint and wall coverings shall be applied in accordance with themanufactures's recommendations.2.Prepare floor per manufacturer's recommendations to provide level areafor flooring installation and level flooring transitions.3.All drapes, hangings, curtains, drops, and all other decorative material,including Christmas trees that would tend to increase the fire and panichazard shall be made from non-flammable material, or shall be treatedand maintained in a fire retardant condition by means of a flameretardant solution or process approved by the fire marshal. Provide acertification to this effect.3.a.Exit door, exit lights, and fire extinguisher locations shall not beconcealed or obstructed by any decorative material.3.b.Minimum flame spread classification of interior finishes shall be per IBCcurrent edition.FINISHESVICINITY MAPAREA OF WORK120 BOXES:SHEET NUMBERING SYSTEM234510987611121314152019181716DRAINAGE FILLCONCRETEBRICKGYPSUM WALL BOARD /CEMENT BOARDBATT OR LOOSE FILL INSULATIONSTEELFINISH WOODWOOD BLOCKINGPLYWOODTILESTEEL STUD PARTITIONCOMPACTED FILL OR SOILCOMPACTED BACKFILLCONCRETE MASONRYUNIT - ELEVATIONGLASSMATERIALS LEGENDSITE1ST WAY SOUTH
S 333RD STREET33310 1st WAY SFEDERAL WAY, WA 9800314,511 SQ. FT.GODDARD SCHOOLRGODDARD PLAN REVIEWGSI REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH GSI PROTOTYPE DRAWING AND SPECIFICATIONS. OWNER, DEVELOPERAND/OR CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT THE BUILDING MEETS ALL STATE AND LOCAL ORDINANCES, REGULATIONS,CODES, AND CHILD CARE LICENSING REQUIREMENTS IN EFFECT AT THE TIME OF CONSTRUCTION. ANY DEVIATION FROM THE GSIPROTOTYPE DRAWING AND SPECIFICATIONS MUST BE APPROVED BY THE GSI PM.SIGNATURE: GSI PROJECT MANAGER DATE:1.Ceiling heights, where indicated, are from finished floor to bottom ofceiling finish surface.CEILINGSEPARATE PERMIT / DESIGN BUILDDOCUMENTS FOR SEPARATE PERMIT SHOULD BE REVIEWED FOR GENERALCONFORMANCE TO THE DESIGN OF THE BUILDING. SUBMIT DIRECTLY TO THE LOCALJURISDICTION.PER CITY REQUIREMENTS:MECHANICAL PERMITDESIGN BUILD/DEFERRED SUBMITTALELECTRICAL PERMIT (L&I)DESIGN BUILD/DEFERRED SUBMITTALPLUMBING PERMITDESIGN BUILD/DEFERRED SUBMITTALFIRE ALARMDESIGN BUILD/DEFERRED SUBMITTALFIRE SPRINKLERDESIGN BUILD/DEFERRED SUBMITTALPLAY STRUCTURESDESIGN BUILD/DEFERRED SUBMITTALSIGNAGEDESIGN BUILD/DEFERRED SUBMITTALSTATE FIRE MARSHAL'S OFFICEDESIGN BUILD/DEFERRED SUBMITTALSTATE DEPARTMENT OF HEALTHDESIGN BUILD/DEFERRED SUBMITTALX XLANDSCAPEL-1LANDSCAPE PLANL-2PLANT SCHEDULE, LANDSCAPE NOTES & DETAILSCOVERSHEETT1.1PLOTTED: OLIVIA NISBET 4/29/2021 1:05 PMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21LAND USE / PROCESS I /CHANGE OF USE PERMIT
1/8" = 1'-0"FIRST FLOOR PLAN CODE STUDY12FIRST FLOORCODE STUDYG1.11.OWNER WILL INITIATE START-UP AND WARRANTY FROM CERTIFIEDMANUFACTURERS REPRESENTATIVES. (WARRANTIES, AS SUPPLIED BY G.C.)2.ELECTRICAL CONTRACTOR TO PROVIDE WALL BOXES AND CONDUIT ASINDICATED ON DRAWINGS AND IN THE SPECIFICATIONS3.ITEMS NOT COVERED IN RESPONSIBILITY SCHEDULE WILL BE CONSIDEREDGENERAL CONTRACTOR. PROVIDED AND INSTALLED.RESPONSIBILITY NOTESACCESSIBLE EGRESS ROUTEEXIT SIGN PER IBC-SECT. 10110 OCC.xx SG/35000 S.F.EROOM NAMEEXITEGRESS ROUTEOCCUPANT LOAD PER EGRESS DOORWAYF.E.FULLY ENCLOSED RECESSED FIRE EXTINGUISHER CABINET. REFER TOFIRE INSPECTOR FOR EXACT EXTINGUISHER LOCATIONS & QUANTITIESPRIOR TO INSTALLATION.HCOCCUPANCY CLASSIFICATIONNUMBER OF OCCUPANTSOCCUPANT LOAD FACTORAREALEGENDCODE ANALYSIS33310 1st WAY S, FEDERAL WAY, WA 98003CONSTRUCTION TYPE: V-B SINGLE STORY (FULLY SPRINKLERED) BUILDING HEIGHT: EXISTINGOCCUPANCY : I-4 - INSTITUTIONAL - DAYCARE FACILITIESTOTAL OCCUPANT LOAD:250EXIT REQUIREMENTS:EXIT WIDTH: REQUIRED = OCC. LOAD X O.20 = 43" TOTAL EXITING WIDTH REQUIRED = 43" PROVIDED = 408"NUMBER OF EXITS: REQUIRED = 2 PER STORY (PER IBC TABLE 1021.1) TOTAL REQUIRED = 2 TOTAL PROVIDED = 3 PRIMARY EXITS, 7 ADDITIONAL CLASSROOM EXITSCORRIDOR WIDTH: 5'-0" PROVIDED (REQUIRED MINIMUM = 44" PER IBC SECTION 1018.2)CORRIDOR FIRE RESISTANCE:SMOKE COMPARTMENTS:MAXIMUM EXIT ACCESS TRAVEL DISTANCE: ALLOWED = 250' MAX PER IBC TABLE 1016.1 WITH SPRINKLER SYSTEM.MINIMUM PLUMBING FIXTURES:REQUIRED FIXTURES: INSTUTITIONAL (@ 1/15) 250 OCCUPANTS = # REQ'D MEN - (8) WATER CLOSETS, (8) LAVATORIES WOMEN - (9) WATER CLOSETS, (9) LAVATORIESPROVIDED FIXTURES MEN - (7) WATER CLOSETS, (0) URINALS (7) LAVATORIES WOMEN - (7) WATER CLOSETS, (7) LAVATORIES REQUIRED DRINKING FOUNTAINS: - (1@100) PROVIDED DRINKING FOUNTAINS: -(5) DRINKING FOUNTAIN REQUIRED SERVICE SINKS: -(1) SERVICE SINK PROVIDED SERVICE SINKS: -(1) SERVICE SINK UNISEX - (4) WATER CLOSETS, (4) LAVATORIES (3 RESTROOMS)SMOKE COMPARTMENTS / BARRIERS ARE NOT REQUIRED FOR THIS OCCUPANCY PER IBC SECTION 709.4.BUILDING2015 - IBC WITH AMENDMENTSELECTRICAL2014 - NEC WITH AMENDMENTSMECHANICAL2015 - IMC WITH AMENDMENTSPLUMBING2015 - IPC WITH AMENDMENTSENERGY2015 - IECC WITH AMENDMENTSACCESSIBILITYANSI MANUAL A117.1-2009 - AMERICAN NATIONAL STANDARD 2009FUEL GAS2015 - IFGC WITH AMENDMENTSFIRE2015 - IFC WITH AMENDMENTSFIRE ALARMNFPA 72, NATIONAL FIRE ALARM CODEREQUIRED FIXTURES: STATE OR CITY CHILD CARE SPECIFIC REGULATIONS (SPRINKLER SYSTEM REQUIRED BY GSI.)BUILDING AREA: = 14,511 SFCORRIDOR FIRE RESISTANCE RATING NOT REQUIRED PER IBC TABLE 1018.1WITH SPRINKLER SYSTEM.1. DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMITSPRINKLER AND/OR STANDPIPE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIORTO ANY MODIFICATIONS AND INSTALLATION OF THESE SYSTEMS.2.DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMIT FIREALARM DETECTION SYSTEM SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TOANY MODIFICATIONS AND INSTALLATION OF THE FIRE ALARM/DETECTION SYSTEM.THE FOLLOWING ITEMS SHALL BE PART OF THIS DESIGN:A. SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED PER SECTION 903.4.1B. ANY DETECTORS REQUIRED FOR CLOSING SMOKE DAMPERS OR TO SHUT DOWNRTU'S.C. PLEASE CALL FIRE DEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF LOCATIONOF THE FIRE ALARM CONTROL PANEL (FACP) AND/OR THE ANNUNCIATION PANEL.D. ALARM NOTIFICATION IN EVERY OCCUPIED SPACE WITHIN THE BUILDING SHALLSATISFY SECTION 907.6, 2015 IFCA.E. VISIBLE ALARMS FOR NOTIFICATION SHALL BE PROVIDED IN TOILET ROOMSACCESSIBLE TO THE HANDICAPPED, IN CORRIDORS, PUBLIC AND COMMON AREASAND IN AREAS OF ASSEMBLY PER SECTION 907.5.2.3, 2015 IFCA.3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2015 IFC. IFCTABLE 906.3(1): FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF ANY PORTIONOF THE BUILDING. IF CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS,THEN SUCH CABINETS SHALL BE AFFORDED A FIRE RATING TO MAINTAIN THE REQUIREDINTEGRITY. SEE ADJACENT PLANS FOR LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC).FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.4.EMERGENCY ACCESS IS REQUIRED THROUGH LOCKED GATES AND DOORS. PROVIDEKEY BOXES PER 2015 IFC SECTION 506. PLEASE CONTACT THE LOUISVILLE FIREDEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF KEY BOX (KNOX BOX)1OCATION(S). FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.5.EXIT SIGNS. SECTION 1013, 2015 IFC. EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OFEGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS INCASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLETO THE OCCUPANTS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXITACCESS CORRIDOR IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FORTHE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.6.MEANS OF EGRESS ILLUMINATION. SECTION 1008, 2015 IFC. THE-MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDINGSPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE PORTION OF THEEXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYSSHALL BE ILLUMINATED PER SECTION 1008.3. THE EMERGENCY POWER SYSTEM SHALLPROVIDE POWER FOR DURATION OF NOT LESS THAN 90-MINUTES AND SHALL CONSISTOF STORAGE BATTERIES, UNIT-EQUIPMENT OR AN ON-SITE GENERATOR. REFER TOELECTRICAL PLANS FOR EMERGENCY POWER FOR THE EGRESS ILLUMINATION ATTHESE LOCATIONS. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OFOCCUPANCY.7. EGRESS/EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN EXTERIORDOOR OR DOORS ARE ALLOWED TO HAVE A DOUBLE KEY DEADBOLT- LOCKINGDEVICE WITH THE CONDITION THERE IS A SIGN STATING, THIS DOOR TO REMAINUNLOCKED WHEN THIS SPACE IS OCCUPIED. SECTION 1010.1.9.3 2015 IFC. PANICHARDWARE MAY BE PROVIDED PER SECTION 1010.1.10. FIELD APPROVAL REQUIREDPRIOR TO CERTIFICATE OF OCCUPANCY.8. FIRE DEPARTMENT ACCESS TO EQUIPMENT. SECTION 509, 2015 IFC; FIRE PROTECTIONEQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAININGCONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES, OROTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIEDFOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIREPROTECTION EQUIPMENT AND EQUIPMENT LOCATION, SHALL BE CONSTRUCTED OFDURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. FIELDAPPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.9. ELECTRICAL EQUIPMENT. SECTION 605, 2015 IFC. DOORS INTO ELECTRICAL CONTROLPANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATINGELECTRICAL ROOM OR SIMILAR APPROVED WORDING. THE DISCONNECTING MEANSFOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT ORIGINATING ON A SWITCHBOARDOR PANEL BOARD SHALL BE LEGIBLY AND DURABLY MARKED TO INDICATE ITSPURPOSE UNLESS SUCH PURPOSE IS CLEARLY EVIDENT. SEE SECTION 605.3.1,LABELING. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THEMECHANICAL ROOM SHALL BEAR A SIGN W/ MIN. 4" WHITE LETTERING ON A REDBACKGROUND THAT READS 'FIRE CONTROL ROOM' PER MMC 15.04.110(Q).10.PREMISES IDENTIFICATION IS REQUIRED ON ALL BUILDINGS PER SECTION 505.1, 2015IFC. 505.1 ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL HAVEAPPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR LETTERS, OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE ANDVISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AND FROM THE STREETOR ROAD OR ALLEYWAY AT THE REAR OF THE PROPERTY. APPROVED BUILDINGNUMBERS OR LETTERS OR APPROVED BUILDING IDENTIFICATION MUST BEACCOMPANIED BY A BUILDING ADDRESS. THESE NUMBERS AND LETTERS SHALLCONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABICNUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 12 INCHESHIGH WITH A MINIMUM STROKE WIDTH OF 1.5 INCHES (PER CITY OF MONROEMUNICIPAL CODE, TABLE 505.1). WHERE ACCESS IS BY MEANS OF A PRIVATE ROADAND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. STRUCTURE.11.CHAPTER 33 OF THE 2015 IFC SHALL BE SATISFIED AND MAINTAINED FOR FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION. THIS SHALL INCLUDE TEMPORARYHEATING EQUIPMENT, PRECAUTIONS AGAINST FIRE, USE OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS, USE OF FLAMMABLE GASES, OWNERS RESPONSIBILITY FOR FIREPROTECTION, FIRE ALARM REPORTING, MAINTAINING ACCESS FOR FIRE FIGHTING,WATER SUPPLY FOR FIRE PROTECTION, MAINTAINING MEANS OF EGRESS ANDPORTABLE FIRE EXTINGUISHERS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AFIRE SAFE ENVIRONMENT DURING CONSTRUCTION AND SHALL OBTAIN ALL REQUIREDPERMITS FROM THE FIRE DEPARTMENT.ZONED:OP - OFFICE PARKUSE CATEGORY:PRESCHOOLSITE AREA:1.49 ACRES (64,998 SF)EXISTING BUILDING HEIGHT26'-0"EXISTING BUILDING AREAAREA = 14,511 SFPATHWAYS & TRASH ENCLOSURE = EXISTINGCAR PARK AREA = EXISTINGPRE-SCHOOL PLAYGROUND = 1,792 SF (PERMEABLE)INFANT TODDLER PLAYGROUND = 1,405 SF (PERMEABLE)PLAYGROUND = 1,271 SF (PERMEABLE)GRASS AND LANDSCAPE AREAS = 975 SF (PERMEABLE)MONUMENT SIGN = 16 SF (NON-PERM) TOTAL = 5,459 SF SITE ANALYSISRESPONSIBILITY SCHEDULETEMPORARY 'COMING SOON' SIGNGATE ALARMSROLLER SHADESFINGER SAFEGUARDS30" MICROWAVE OVEN SHELFKITCHEN CABINETS/ CASEWORKWORK SCOPE ITEMCOUNTERTOPSSOAP DISPENSER & PAPER TOWELPLAYGROUND SITE PREP & DRAINAGEFIRE ALARM SYSTEM (INCL. 1 YR MONITORING)INCLUDING PHONE SERVICE LINE (LAND ORCELLULAR IF REQUIRED)WIRELESS TRANSMITTERS & RECEIVERCORNER GUARDSCCTV SECURITY SYSTEM ROUGH-IN & WIREHANDKEY2 HAND READER ROUGH-IN & WIREHANDKEY2 HAND READER BY GSICCTV SECURITY SYSTEM EQUIPMENTBIOMETRIC SECURITY EQUIPMENTPLAYGROUND EQUIPMENT & RESILIENT PADGODDARD BUILDING MOUNTED LETTERSGODDARD BUILDING MOUNTED LOGOGODDARD PERMANENT GROUND SIGNFURNISHINGSSTANDARD CUBBIESINFANT CUBBIES12 TO 18 MONTH CUBBIESFRANCHISEEINSTALLFRANCHISEEFURNISHGODDARDINSTALLGODDARDFURNISHG.C. FURNISH
G.C. INSTALL
REMARKSTOILET ACCESSORIES (ALL OTHERS) & FIXTURESTELEPHONE / DATA CABLINGJACKS, TERMINATION, & PATCH PANELREFRIGERATORS, FREEZERS, MICROWAVE OVENFIRE AND SAFETY REQUIREMENTS PROVIDED BOTTLE FILLING STATION: -(2) DRINKING BOTTLE FILLINGEDUCATIONAL& VOCATIONALAREASKITCHENAREASSTORAGE & MECH AREASCIRCULATIONLANDINGS & STAIRWELLS- NO OCCUPANT LOAD -SHAFTS & CLOSETS.UNOCCUPIEDACCESSORY- NO OCCUPANT LOAD -BUSINESS &OFFICE AREASRESTROOMSSTAFF ANDCONFERENCE ROOMSOCCUPANT AREAS - LEGEND:2,343 S.F.16.5%297 S.F.2.1%461 S.F.3.3%168 S.F.1.2%396 S.F.2.8%8,022 S.F.56.6%506 S.F.3.6%814 S.F.5.7%NET BUILDING AREA = 14,183 N.S.F.PLOTTED: OLIVIA NISBET 4/28/2021 8:15 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGSEXITEXITEXITEXITEXITEXITEXITEXITEXITEXIT15.3 OCC.536 SG/35536 S.F.I-4AFTER SCHOOL ACTIVITY14.2 OCC.497 SG/35497 S.F.I-412 TO 18 MTHS14 OCC.492 SG/35492 S.F.I-412 TO 18 MTHS16.4 OCC.574 SG/35574 S.F.I-424 TO 30 MTHS13.7 OCC.481 SG/35481 S.F.I-46 WKS TO 12 MTHS14.3 OCC.500 SG/35500 S.F.I-418 TO 24 MTHS14.3 OCC.500 SG/35500 S.F.I-418 TO 24 MTHS2.1 OCC.205 SG/100205 S.F.BOWNER'S OFFICE1.8 OCC.184 SG/100184 S.F.BDIRECTOR'S OFFICE11 OCC.168 SG/15168 S.F.ASSEMBLYCONFERENCE ROOM.8 OCC.156 SG/200156 S.F.ACCESSORYKITCHEN46 SF46 SF39 SF73 SF1.2 OCC.117 SG/100117 S.F.BENTRYFIRST FLOOR PLANENTRY1.0DIRECTOR'S OFFICE1.8OWNER'S OFFICE2.0KITCHENETTE0.8CONFERENCE ROOM11.0PANTRY0.16 WKS TO 12 MTHS13.712 TO 18 MTHS14.012 TO 18 MTHS14.218 TO 24 MTHS14.318 TO 24 MTHS14.324 TO 30 MTHS16.4AFTER SCHOOL ACTIVITY15.3MECHANICAL ROOM.4SECOND FLOOR PLANSTORAGE2.1KITCHENETTE1.031 TO 36 MTHS19.031 TO 36 MTHS18.23 TO 5 YRS22.23 TO 5 YRS22.23 TO 5 YRS22.33 TO 5 YRS23.0249.3250 TOTAL OCCUPANT LOADOCCUPANT LOAD CALCULATIONS.4 OCC.43 SG/10043 S.F.ACCESSORYMECH RM47 SF.1 OCC.45 SG/30045 S.F.MPANTRY.2 OCC.40 SG/20040 S.F.ACCESORYKITCHEN.1 OCC.20 SG/20020 S.F.ACCESSORYKITCHEN48 SF40 SF48 SF33 SF19 SF21 SF
1/8" = 1'-0"SECOND FLOOR PLAN CODE STUDY12SECOND FLOORCODE STUDYG1.21. DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMITSPRINKLER AND/OR STANDPIPE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIORTO ANY MODIFICATIONS AND INSTALLATION OF THESE SYSTEMS.2.DEFERRED AND SEPARATE SUBMITTAL. GENERAL CONTRACTOR IS TO SUBMIT FIREALARM DETECTION SYSTEM SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TOANY MODIFICATIONS AND INSTALLATION OF THE FIRE ALARM/DETECTION SYSTEM.THE FOLLOWING ITEMS SHALL BE PART OF THIS DESIGN:A. SPRINKLER SYSTEM IS REQUIRED TO BE MONITORED PER SECTION 903.4.1B. ANY DETECTORS REQUIRED FOR CLOSING SMOKE DAMPERS OR TO SHUT DOWNRTU'S.C. PLEASE CALL FIRE DEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF LOCATIONOF THE FIRE ALARM CONTROL PANEL (FACP) AND/OR THE ANNUNCIATION PANEL.D. ALARM NOTIFICATION IN EVERY OCCUPIED SPACE WITHIN THE BUILDING SHALLSATISFY SECTION 907.6, 2015 IFCA.E. VISIBLE ALARMS FOR NOTIFICATION SHALL BE PROVIDED IN TOILET ROOMSACCESSIBLE TO THE HANDICAPPED, IN CORRIDORS, PUBLIC AND COMMON AREASAND IN AREAS OF ASSEMBLY PER SECTION 907.5.2.3, 2015 IFCA.3. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED PER SECTION 906 2015 IFC. IFCTABLE 906.3(1): FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75FT OF ANY PORTIONOF THE BUILDING. IF CABINETS ARE RECESSED INTO FIRE RATED WALLS/PARTITIONS,THEN SUCH CABINETS SHALL BE AFFORDED A FIRE RATING TO MAINTAIN THE REQUIREDINTEGRITY. SEE ADJACENT PLANS FOR LAYOUT OF FIRE EXTINGUISHER CABINETS (FEC).FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.4.EMERGENCY ACCESS IS REQUIRED THROUGH LOCKED GATES AND DOORS. PROVIDEKEY BOXES PER 2015 IFC SECTION 506. PLEASE CONTACT THE LOUISVILLE FIREDEPARTMENT TO ARRANGE FOR FIELD APPROVAL OF KEY BOX (KNOX BOX)1OCATION(S). FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.5.EXIT SIGNS. SECTION 1013, 2015 IFC. EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OFEGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS INCASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLETO THE OCCUPANTS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXITACCESS CORRIDOR IS MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE FORTHE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE EXIT SIGN. FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.6.MEANS OF EGRESS ILLUMINATION. SECTION 1008, 2015 IFC. THE-MEANS OF EGRESS,INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDINGSPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE PORTION OF THEEXTERIOR EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT DISCHARGE DOORWAYSSHALL BE ILLUMINATED PER SECTION 1008.3. THE EMERGENCY POWER SYSTEM SHALLPROVIDE POWER FOR DURATION OF NOT LESS THAN 90-MINUTES AND SHALL CONSISTOF STORAGE BATTERIES, UNIT-EQUIPMENT OR AN ON-SITE GENERATOR. REFER TOELECTRICAL PLANS FOR EMERGENCY POWER FOR THE EGRESS ILLUMINATION ATTHESE LOCATIONS. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OFOCCUPANCY.7. EGRESS/EXIT DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUTTHE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. ONLY THE MAIN EXTERIORDOOR OR DOORS ARE ALLOWED TO HAVE A DOUBLE KEY DEADBOLT- LOCKINGDEVICE WITH THE CONDITION THERE IS A SIGN STATING, THIS DOOR TO REMAINUNLOCKED WHEN THIS SPACE IS OCCUPIED. SECTION 1010.1.9.3 2015 IFC. PANICHARDWARE MAY BE PROVIDED PER SECTION 1010.1.10. FIELD APPROVAL REQUIREDPRIOR TO CERTIFICATE OF OCCUPANCY.8. FIRE DEPARTMENT ACCESS TO EQUIPMENT. SECTION 509, 2015 IFC; FIRE PROTECTIONEQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAININGCONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES, OROTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIEDFOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIREPROTECTION EQUIPMENT AND EQUIPMENT LOCATION, SHALL BE CONSTRUCTED OFDURABLE MATERIALS, PERMANENTLY INSTALLED AND READILY VISIBLE. FIELDAPPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.9. ELECTRICAL EQUIPMENT. SECTION 605, 2015 IFC. DOORS INTO ELECTRICAL CONTROLPANEL ROOMS SHALL BE MARKED WITH A PLAINLY VISIBLE AND LEGIBLE SIGN STATINGELECTRICAL ROOM OR SIMILAR APPROVED WORDING. THE DISCONNECTING MEANSFOR EACH SERVICE, FEEDER OR BRANCH CIRCUIT ORIGINATING ON A SWITCHBOARDOR PANEL BOARD SHALL BE LEGIBLY AND DURABLY MARKED TO INDICATE ITSPURPOSE UNLESS SUCH PURPOSE IS CLEARLY EVIDENT. SEE SECTION 605.3.1,LABELING. FIELD APPROVAL REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. THEMECHANICAL ROOM SHALL BEAR A SIGN W/ MIN. 4" WHITE LETTERING ON A REDBACKGROUND THAT READS 'FIRE CONTROL ROOM' PER MMC 15.04.110(Q).10.PREMISES IDENTIFICATION IS REQUIRED ON ALL BUILDINGS PER SECTION 505.1, 2015IFC. 505.1 ADDRESS IDENTIFICATION. NEW AND EXISTING BUILDINGS SHALL HAVEAPPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR LETTERS, OR APPROVEDBUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE ANDVISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AND FROM THE STREETOR ROAD OR ALLEYWAY AT THE REAR OF THE PROPERTY. APPROVED BUILDINGNUMBERS OR LETTERS OR APPROVED BUILDING IDENTIFICATION MUST BEACCOMPANIED BY A BUILDING ADDRESS. THESE NUMBERS AND LETTERS SHALLCONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABICNUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 12 INCHESHIGH WITH A MINIMUM STROKE WIDTH OF 1.5 INCHES (PER CITY OF MONROEMUNICIPAL CODE, TABLE 505.1). WHERE ACCESS IS BY MEANS OF A PRIVATE ROADAND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT,POLE, OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE FIELD APPROVALREQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY. STRUCTURE.11.CHAPTER 33 OF THE 2015 IFC SHALL BE SATISFIED AND MAINTAINED FOR FIRE SAFETYDURING CONSTRUCTION AND DEMOLITION. THIS SHALL INCLUDE TEMPORARYHEATING EQUIPMENT, PRECAUTIONS AGAINST FIRE, USE OF FLAMMABLE ANDCOMBUSTIBLE LIQUIDS, USE OF FLAMMABLE GASES, OWNERS RESPONSIBILITY FOR FIREPROTECTION, FIRE ALARM REPORTING, MAINTAINING ACCESS FOR FIRE FIGHTING,WATER SUPPLY FOR FIRE PROTECTION, MAINTAINING MEANS OF EGRESS ANDPORTABLE FIRE EXTINGUISHERS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AFIRE SAFE ENVIRONMENT DURING CONSTRUCTION AND SHALL OBTAIN ALL REQUIREDPERMITS FROM THE FIRE DEPARTMENT.FIRE AND SAFETY REQUIREMENTSPLOTTED: OLIVIA NISBET 4/28/2021 8:15 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS18.2 OCC.637 SG/35637 S.F.I-431 TO 36 MTHS22.2 OCC.776 SG/35776 S.F.I-43 TO 5 YRS22.2 OCC.777 SG/35777 S.F.I-43 TO 5 YRS19 OCC.668 SG/35668 S.F.I-431 TO 36 MTHS23 OCC.805 SG/35805 S.F.I-43 TO 5 YRS22.3 OCC.779 SG/35779 S.F.I-43 TO 5 YRS45 SF45 SF45 SF45 SF45 SF45 SF45 SF45 SF39 SF39 SF45 SF45 SF1 OCC.180 SG/200180 S.F.KITCHENKITCHEN209 SF66 SF34 SF1.OWNER WILL INITIATE START-UP AND WARRANTY FROM CERTIFIEDMANUFACTURERS REPRESENTATIVES. (WARRANTIES, AS SUPPLIED BY G.C.)2.ELECTRICAL CONTRACTOR TO PROVIDE WALL BOXES AND CONDUIT ASINDICATED ON DRAWINGS AND IN THE SPECIFICATIONS3.ITEMS NOT COVERED IN RESPONSIBILITY SCHEDULE WILL BE CONSIDEREDGENERAL CONTRACTOR. PROVIDED AND INSTALLED.RESPONSIBILITY NOTESACCESSIBLE EGRESS ROUTEEXIT SIGN PER IBC-SECT. 10110 OCC.xx SG/35000 S.F.EROOM NAMEEXITEGRESS ROUTEOCCUPANT LOAD PER EGRESS DOORWAYFULLY ENCLOSED RECESSED FIRE EXTINGUISHER CABINET. REFER TOFIRE INSPECTOR FOR EXACT EXTINGUISHER LOCATIONS & QUANTITIESPRIOR TO INSTALLATION.HCOCCUPANCY CLASSIFICATIONNUMBER OF OCCUPANTSOCCUPANT LOAD FACTORAREALEGENDCODE ANALYSIS33310 1st WAY S, FEDERAL WAY, WA 98003CONSTRUCTION TYPE: V-B SINGLE STORY (FULLY SPRINKLERED) BUILDING HEIGHT: EXISTINGOCCUPANCY : I-4 - INSTITUTIONAL - DAYCARE FACILITIESTOTAL OCCUPANT LOAD:250EXIT REQUIREMENTS:EXIT WIDTH: REQUIRED = OCC. LOAD X O.20 = 43" TOTAL EXITING WIDTH REQUIRED = 43" PROVIDED = 408"NUMBER OF EXITS: REQUIRED = 2 PER STORY (PER IBC TABLE 1021.1) TOTAL REQUIRED = 2 TOTAL PROVIDED = 3 PRIMARY EXITS, 7 ADDITIONAL CLASSROOM EXITSCORRIDOR WIDTH: 5'-0" PROVIDED (REQUIRED MINIMUM = 44" PER IBC SECTION 1018.2)CORRIDOR FIRE RESISTANCE:SMOKE COMPARTMENTS:MAXIMUM EXIT ACCESS TRAVEL DISTANCE: ALLOWED = 250' MAX PER IBC TABLE 1016.1 WITH SPRINKLER SYSTEM.MINIMUM PLUMBING FIXTURES:REQUIRED FIXTURES: INSTUTITIONAL (@ 1/15) 250 OCCUPANTS = # REQ'D MEN - (8) WATER CLOSETS, (8) LAVATORIES WOMEN - (9) WATER CLOSETS, (9) LAVATORIESPROVIDED FIXTURES MEN - (7) WATER CLOSETS, (0) URINALS (7) LAVATORIES WOMEN - (7) WATER CLOSETS, (7) LAVATORIES REQUIRED DRINKING FOUNTAINS: - (1@100) PROVIDED DRINKING FOUNTAINS: -(5) DRINKING FOUNTAIN REQUIRED SERVICE SINKS: -(1) SERVICE SINK PROVIDED SERVICE SINKS: -(1) SERVICE SINK UNISEX - (4) WATER CLOSETS, (4) LAVATORIES (3 RESTROOMS)SMOKE COMPARTMENTS / BARRIERS ARE NOT REQUIRED FOR THIS OCCUPANCY PER IBC SECTION 709.4.BUILDING2015 - IBC WITH AMENDMENTSELECTRICAL2014 - NEC WITH AMENDMENTSMECHANICAL2015 - IMC WITH AMENDMENTSPLUMBING2015 - IPC WITH AMENDMENTSENERGY2015 - IECC WITH AMENDMENTSACCESSIBILITYANSI MANUAL A117.1-2009 - AMERICAN NATIONAL STANDARD 2009FUEL GAS2015 - IFGC WITH AMENDMENTSFIRE2015 - IFC WITH AMENDMENTSFIRE ALARMNFPA 72, NATIONAL FIRE ALARM CODEREQUIRED FIXTURES: STATE OR CITY CHILD CARE SPECIFIC REGULATIONS (SPRINKLER SYSTEM REQUIRED BY GSI.)BUILDING AREA: = 14,511 SFCORRIDOR FIRE RESISTANCE RATING NOT REQUIRED PER IBC TABLE 1018.1WITH SPRINKLER SYSTEM.ZONED:OP - OFFICE PARKUSE CATEGORY:PRESCHOOLSITE AREA:1.49 ACRES (64,998 SF)EXISTING BUILDING HEIGHT26'-0"EXISTING BUILDING AREAAREA = 14,511 SFPATHWAYS & TRASH ENCLOSURE = EXISTINGCAR PARK AREA = EXISTINGPRE-SCHOOL PLAYGROUND = 1,792 SF (PERMEABLE)INFANT TODDLER PLAYGROUND = 1,405 SF (PERMEABLE)PLAYGROUND = 1,271 SF (PERMEABLE)GRASS AND LANDSCAPE AREAS = 975 SF (PERMEABLE)MONUMENT SIGN = 16 SF (NON-PERM) TOTAL = 5,459 SF SITE ANALYSISRESPONSIBILITY SCHEDULETEMPORARY 'COMING SOON' SIGNGATE ALARMSROLLER SHADESFINGER SAFEGUARDS30" MICROWAVE OVEN SHELFKITCHEN CABINETS/ CASEWORKWORK SCOPE ITEMCOUNTERTOPSSOAP DISPENSER & PAPER TOWELPLAYGROUND SITE PREP & DRAINAGEFIRE ALARM SYSTEM (INCL. 1 YR MONITORING)INCLUDING PHONE SERVICE LINE (LAND ORCELLULAR IF REQUIRED)WIRELESS TRANSMITTERS & RECEIVERCORNER GUARDSCCTV SECURITY SYSTEM ROUGH-IN & WIREHANDKEY2 HAND READER ROUGH-IN & WIREHANDKEY2 HAND READER BY GSICCTV SECURITY SYSTEM EQUIPMENTBIOMETRIC SECURITY EQUIPMENTPLAYGROUND EQUIPMENT & RESILIENT PADGODDARD BUILDING MOUNTED LETTERSGODDARD BUILDING MOUNTED LOGOGODDARD PERMANENT GROUND SIGNFURNISHINGSSTANDARD CUBBIESINFANT CUBBIES12 TO 18 MONTH CUBBIESFRANCHISEEINSTALLFRANCHISEEFURNISHGODDARDINSTALLGODDARDFURNISHG.C. FURNISH
G.C. INSTALL
REMARKSTOILET ACCESSORIES (ALL OTHERS) & FIXTURESTELEPHONE / DATA CABLINGJACKS, TERMINATION, & PATCH PANELREFRIGERATORS, FREEZERS, MICROWAVE OVEN PROVIDED BOTTLE FILLING STATION: -(2) DRINKING BOTTLE FILLINGF.E.2.1 OCC.209 SG/35209 S.F.ACCESSORYSTORAGEEDUCATIONAL& VOCATIONALAREASKITCHENAREASSTORAGE & MECH AREASCIRCULATIONLANDINGS & STAIRWELLS- NO OCCUPANT LOAD -SHAFTS & CLOSETS.UNOCCUPIEDACCESSORY- NO OCCUPANT LOAD -BUSINESS &OFFICE AREASRESTROOMSSTAFF ANDCONFERENCE ROOMSOCCUPANT AREAS - LEGEND:2,343 S.F.16.5%297 S.F.2.1%461 S.F.3.3%168 S.F.1.2%396 S.F.2.8%8,022 S.F.56.6%506 S.F.3.6%814 S.F.5.7%NET BUILDING AREA = 14,183 N.S.F.FIRST FLOOR PLANENTRY1.0DIRECTOR'S OFFICE1.8OWNER'S OFFICE2.0KITCHENETTE0.8CONFERENCE ROOM11.0PANTRY0.16 WKS TO 12 MTHS13.712 TO 18 MTHS14.012 TO 18 MTHS14.218 TO 24 MTHS14.318 TO 24 MTHS14.324 TO 30 MTHS16.4AFTER SCHOOL ACTIVITY15.3MECHANICAL ROOM.4SECOND FLOOR PLANSTORAGE2.1KITCHENETTE1.031 TO 36 MTHS19.031 TO 36 MTHS18.23 TO 5 YRS22.23 TO 5 YRS22.23 TO 5 YRS22.33 TO 5 YRS23.0249.3250 TOTAL OCCUPANT LOADOCCUPANT LOAD CALCULATIONS35 SF
XXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKINGS 333RD ST
(PUBLIC RIGHT OF WAY)1ST WAY S(PUBLIC RIGHT OF WAY)S 334TH ST DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
##.##.####
R
#XXXXX
PLAYGROUND EQUIPMENT IS DESIGNED WITH THE PRIMARY COLORS
BLUE,RED,GREEN AND YELLOW. DEVELOPER/DESIGN PROFESSIONAL
TO CONFIRM THAT THERE ARE NO RESTRICTIONS THAT WILL NOT
PERMIT THE INSTALLATION OF EQUIPMENT WITH THESE COLORS.
DEVELOPER/DESIGN PROFESSIONAL TO VERIFY WITH ANY
GOVERNING BODY NOT LIMITED TO PLANNING AND ZONING BOARDS,
ARCHITECTURAL REVIEW BOARDS, OR HOME OWNER'S ASSOCIATIONS
AS WELL AS WITH AND NOT LIMITED TO THE REVIEW OF ANY
COVENANTS AND RESTRICTIONS OR DESIGN GUIDELINES. GODDARD
SYSTEMS, INC. (GSI) CAN PROVIDE COLOR ELEVATIONS OF THE
EQUIPMENT IF NECESSARY. PLEASE CONTACT YOUR GSI
REPRESENTATIVE IF THE PRIMARY COLORS ARE NOT PERMITTED.
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION", AS APPLICABLE.
2.ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE
OF BRICK, BLOCK OR BUILDING FASCIA UNLESS OTHERWISE INDICATED.
3.THE PROPOSED SIDEWALK IS PARALLEL WITH OR PERPENDICULAR TO THE EXISTING
BUILDING.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
EXISTING FEATURES AS NECESSARY.
6.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS
COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS
SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE
PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE
TOPSOIL ABUTS THOSE AREAS.
7.CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS
BEEN PLACED.
8.CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK
COAT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT.
9.CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS
DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR
SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF
PLAYGROUND BOXES. PAVEMENT EDGES WITH GRANULAR BACKFILL. REFER TO
GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE DESIRED COMPACTION. EG: 2A
OR EQUIVALENT.
11.ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH THE STATES
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SHALL BE
YELLOW.
12.CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR
SPECIFIC DISABLED PARKING SIZES, STRIPPING AND SIGNAGE REQUIREMENTS.
13.PRIMARY COLORED PLAYGROUND EQUIPMENT WILL BE INSTALLED UNLESS THE LOCAL
JURISDICTION, HOA OR COVENANTS AND RESTRICTIONS REQUIRE EARTHTONE.
14.GATES TO BE HARD WIRED, CONNECTED TO SEPARATE ALARM SYSTEM. CHIME BACK
AT OFFICE WHEN OPENED. PUSH BARS TO HAVE MINIMUM 12" DEPTH 16 GAUGE
EXPANDED METAL BACKING ALONG WIDTH OF GATE WITH LOCKABLE HANDLES ON
EXTERIOR.
15.G.C. SHALL INSTALL GSI'S STANDARD 'COMING SOON' TEMPORARY SIGN PER AHJ
STANDARDS. RE:02/C5.2
16.G.C. TO PROVIDE QTY. 3 MIN. SELF CLOSING HINGE SETS TO ALL EXTERIOR GATES, DUE
TO 4FT WIDTH AND TO PREVENT POSSIBLE SAGGING .
17.G.C. TO INSTALL & LOCATE CLEAN OUTS PER PLUMBING PLANS AND SPECIFICATIONS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.
C1.1
EQUIPMENT NOTE
LAND DESCRIPTION
LOT 25B OF KING COUNTY SHORT PLAT NO. 475011 AS RECORDED UNDER RECORDING NO. 7506090381, BEING A
PORTION OF LOT 25, WEST CAMPUS OFFICE PARK DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 97 OF PLATS, PAGES 55, 56, 57 AND 58, RECORDS OF KING COUNTY, WASHINGTON.
UTILITY STATEMENT
SYMBOL AND KEY NOTE LEGEND
GENERAL SITE NOTES
SCALE:
SITE PLAN20
1"=30'
REQUIRED PARKING PER CODE:
STANDARD PARKING (9'x20')67
2
( INCLUDES 1 VAN ACCESSIBLE )
HANDICAP PARKING PROVIDED
PROPOSED PARKING PER GODDARD:
69TOTAL =
7
20
27
1 SPACE PER STAFF MEMBER +
1 SPACE PER CLASS ROOM +
TOTAL =
PROPOSED PARKING SUMMARY
LEGEND
6'-0'' (H) FENCE, SEE 16/C5.2
4'-0'' (H) FENCE, SEE 16/C5.2
BOLLARD, SEE 10/C5.2
EXISTING PARKING LOT
EXISTING HANDICAP RAMP.
EX. 6" CONCRETE CURB & WALK
EX. CURB
TODDLER PLAYGROUND EQUIPMENT, SEE C/C1.2.
EXISTING HANDICAP ACCESSIBLE PARKING SYMBOL.
EXISTING HANDICAP PARKING SIGN.
REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AFTER UTILITY INSTALLATION.
6-0'' WIDE 4'' THICK CONCRETE SIDEWALK W/ HANDRAIL, SEE 11/C5.1 AND 19/C5.2.
6'-0" WIDE 4" THICK CONCRETE SIDEWALK, RE:11/C5.1.
DOUBLE SWINGING GATE W/ 3'-0" GATES. ACTIVE GATE PANIC BAR, KEYED AND ALARM.
SINGLE 4'-0" SWINGING GATE WITH PANIC DEVICE, KEYED ENTRANCE, AND ALARM.
SINGLE SWING GATE WITH PANIC BAR, NO ALARM
POUR-IN-PLACE PLAY SURFACE, SEE 4/C1.2, 5 & 9/C3.1 AND L-1.
6'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
4'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
BOLLARDS 4FT, RE: 10/C5.2
PRE-SCHOOL PLAYGROUD EQUIPMENT, SEE C/C1.2.
PLANTER AREA, SEE L-1.
GRASS PLAYGROUND, SEE L-1.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
##.##.####
R
#XXXXX
PLAYGROUND EQUIPMENT IS DESIGNED WITH THE PRIMARY COLORS
BLUE,RED,GREEN AND YELLOW. DEVELOPER/DESIGN PROFESSIONAL
TO CONFIRM THAT THERE ARE NO RESTRICTIONS THAT WILL NOT
PERMIT THE INSTALLATION OF EQUIPMENT WITH THESE COLORS.
DEVELOPER/DESIGN PROFESSIONAL TO VERIFY WITH ANY
GOVERNING BODY NOT LIMITED TO PLANNING AND ZONING BOARDS,
ARCHITECTURAL REVIEW BOARDS, OR HOME OWNER'S ASSOCIATIONS
AS WELL AS WITH AND NOT LIMITED TO THE REVIEW OF ANY
COVENANTS AND RESTRICTIONS OR DESIGN GUIDELINES. GODDARD
SYSTEMS, INC. (GSI) CAN PROVIDE COLOR ELEVATIONS OF THE
EQUIPMENT IF NECESSARY. PLEASE CONTACT YOUR GSI
REPRESENTATIVE IF THE PRIMARY COLORS ARE NOT PERMITTED.
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE
STATE DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION", AS APPLICABLE.
2.ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE
OF BRICK, BLOCK OR BUILDING FASCIA UNLESS OTHERWISE INDICATED.
3.THE PROPOSED SIDEWALK IS PARALLEL WITH OR PERPENDICULAR TO THE EXISTING
BUILDING.
4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND
ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY.
5.CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO
EXISTING FEATURES AS NECESSARY.
6.ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS
COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS
SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE
PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE
TOPSOIL ABUTS THOSE AREAS.
7.CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS
BEEN PLACED.
8.CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK
COAT IN ACCORDANCE WITH THE STATES DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT.
9.CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS
DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR
SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
10.CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF
PLAYGROUND BOXES. PAVEMENT EDGES WITH GRANULAR BACKFILL. REFER TO
GEOTECHNICAL REPORT FOR TYPE OF FILL TO ACHIEVE DESIRED COMPACTION. EG: 2A
OR EQUIVALENT.
11.ALL PAINT STRIPING SHALL BE 4" TRAFFIC PAINT IN ACCORDANCE WITH THE STATES
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SHALL BE
YELLOW.
12.CONTRACTOR TO CONFIRM WITH LOCAL CODES AND BUILDING INSPECTOR FOR
SPECIFIC DISABLED PARKING SIZES, STRIPPING AND SIGNAGE REQUIREMENTS.
13.PRIMARY COLORED PLAYGROUND EQUIPMENT WILL BE INSTALLED UNLESS THE LOCAL
JURISDICTION, HOA OR COVENANTS AND RESTRICTIONS REQUIRE EARTHTONE.
14.GATES TO BE HARD WIRED, CONNECTED TO SEPARATE ALARM SYSTEM. CHIME BACK
AT OFFICE WHEN OPENED. PUSH BARS TO HAVE MINIMUM 12" DEPTH 16 GAUGE
EXPANDED METAL BACKING ALONG WIDTH OF GATE WITH LOCKABLE HANDLES ON
EXTERIOR.
15.G.C. SHALL INSTALL GSI'S STANDARD 'COMING SOON' TEMPORARY SIGN PER AHJ
STANDARDS. RE:02/C5.2
16.G.C. TO PROVIDE QTY. 3 MIN. SELF CLOSING HINGE SETS TO ALL EXTERIOR GATES, DUE
TO 4FT WIDTH AND TO PREVENT POSSIBLE SAGGING .
17.G.C. TO INSTALL & LOCATE CLEAN OUTS PER PLUMBING PLANS AND SPECIFICATIONS.
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT
THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER
IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL POTHOLE AND LOCATE THE EXISTING
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND RELOCATE AS NEEDED.
EXISTING PARKING LOT
EXISTING HANDICAP RAMP.
EX. 6" CONCRETE CURB & WALK
EX. CURB
TODDLER PLAYGROUND EQUIPMENT, SEE C/C1.2.
EXISTING HANDICAP ACCESSIBLE PARKING SYMBOL.
EXISTING HANDICAP PARKING SIGN.
REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AFTER UTILITY INSTALLATION.
6-0'' WIDE 4'' THICK CONCRETE SIDEWALK W/ HANDRAIL, SEE 11/C5.1 AND 19/C5.2.
6'-0" WIDE 4" THICK CONCRETE SIDEWALK, RE:11/C5.1.
DOUBLE SWINGING GATE W/ 3'-0" GATES. ACTIVE GATE PANIC BAR, KEYED AND ALARM.
SINGLE 4'-0" SWINGING GATE WITH PANIC DEVICE, KEYED ENTRANCE, AND ALARM.
SINGLE SWING GATE WITH PANIC BAR, NO ALARM
POUR-IN-PLACE PLAY SURFACE, SEE 4/C1.2, 5 & 9/C3.1 AND L-1.
6'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
4'-0" TALL AMERISTAR STEEL FENCE, RE: 16/C5.2
BOLLARDS 4FT, RE: 11/C5.2
PRE-SCHOOL PLAYGROUD EQUIPMENT, SEE C/C1.2.
PLANTER AREA, SEE L-1.
GRASS PLAYGROUND, SEE L-1.
C1.1A
EQUIPMENT NOTE
LAND DESCRIPTION
LOT 25B OF KING COUNTY SHORT PLAT NO. 475011 AS RECORDED UNDER RECORDING NO. 7506090381, BEING A
PORTION OF LOT 25, WEST CAMPUS OFFICE PARK DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF
RECORDED IN VOLUME 97 OF PLATS, PAGES 55, 56, 57 AND 58, RECORDS OF KING COUNTY, WASHINGTON.
UTILITY STATEMENT
SYMBOL AND KEY NOTE LEGEND
GENERAL SITE NOTES
TODDLER/INFANT PLAY
AREA = 1,405 SQ.FT.
ADDITIONAL PRESCHOOL
PLAY AREA = 1,271 SQ.FT.
PRESCHOOL PLAY AREA
1,792 SQ.FT.
SCALE:
SITE PLAN20
1"=10'
REQUIRED PARKING PER CODE:
STANDARD PARKING (9'x20')67
2
( INCLUDES 1 VAN ACCESSIBLE )
HANDICAP PARKING PROVIDED
PROPOSED PARKING PER GODDARD:
69TOTAL =
7
20
27
1 SPACE PER STAFF MEMBER +
1 SPACE PER CLASS ROOM +
TOTAL =
PROPOSED PARKING SUMMARYLEGEND
6'-0'' (H) FENCE, SEE 16/C5.2
4'-0'' (H) FENCE, SEE 16/C5.2
BOLLARD, SEE 10/C5.2
#4 x 24" REBAR
GRADE
BRICK EDGE
6" x 6" TREATED TIMBER
1 5/8" IMPACT COURSE (BLACK)
3/8" TOPCOAT COURSE (COLOR)
5" COMPACTED GRAVEL FILL,
COMPACTED SUBGRADE
(BY DEVELOPER/BUILDER)
97% COMPACTION
3/4" CLEAN CHIPPED STONE
INSTALLED BY PLAYGROUND
INSTALLER
EXCAVATION BY DEVELOPER XXXXXXXXXX
XXXXXXXXX X
XXXXX50'-0''30'-3''44'-9''
5'-3''13'-3''SCALE:
PRESCHOOL PLAY STRUCTURE10
1/8" = 1'-0"
SCALE:
INFANT/ TODDLER PLAY STRUCTURE09
1/8" = 1'-0"
SCALE:
PRESCHOOL PLAYGROUND RENDERING12
N.T.S.
SCALE:
TODDLER PLAYGROUND RENDERING11
N.T.S. DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.01.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
##.##.####
R
#XXXXX
SITE PLAN
C1.2REFER TO 10/C1.2
REFER TO 09/C1.2
1.PLAYGROUND STRUCTURE AND SHADE STRUCTURE APPROVALS OR PERMITS IF
REQUIRED. APPROVALS AND PERMITTING MAY BE REQUIRED FOR COLOR SCHEME,
HEIGHT, MANUFACTURER DESIGN METHODS, ETC.
2.UTILITIES CANNOT BE LOCATED UNDER OR OVER PLAYGROUND BOXES.
3.ELECTRIC AND WATER ARE NEEDED ON SITE, FOR THE PLAYGROUND INSTALLERS USE. IF
NOT, OTHER PRIOR ARRANGEMENTS SHALL BE MADE.
4.SOILS WITHIN THE PLAYGROUND BOX DIMENSIONS SHOULD BE SUITABLE FOR SLAB AT
GRADE INSTALLATIONS. SOILS SHOULD NOT CONTAIN DEBRIS AND COMPACTED TO 97% IN
ACCEPTED INCREMENTS CONTAINING SUITABLE SOIL.
5.PROVIDE GODDARD SYSTEM INC.'S PROJECT MANAGER WITH A TIMELINE FOR
PLAYGROUND INSTALLATION. ROUGH GRADE IS REQUIRED AND SIDEWALKS SHALL BE
INSTALLED PRIOR TO PLAYGROUND INSTALLATION, SOD, FENCE AND PARKING LOT TOP
COAT.
6.LOCATE PLAYGROUND BOXES PER SITE PLAN, EXCAVATED 7" DEEP. PLAYGROUND BOXES
CANNOT EXCEED A MAXIMUM 2% GRADE. (C1.1A AND 5 & 9/C3.1)
7.SUB-GRADE BACKFILL MUST BE COMPACTED TO AT LEAST 97% AND SHOULD NOT
CONTAIN MATERIALS SUCH AS LARGE ROCKS, SCRAP WOOD, CONCRETE SPOILS, ETC.
PLAYGROUND INSTALLERS NEED TO DRILL ACCURATE HOLES FOR PLAYGROUND POLE
INSTALLATION.
8.INSTALL DRAINAGE SYSTEM TO EXCAVATED PLAYGROUND BOXES PER SITE PLAN. (C1.1A
AND 5 & 9/C3.1)
9.ENSURE ADEQUATE AREA FOR PLAYGROUND INSTALLERS. STAGING AREA NEEDED TO
UNLOAD AND PRE-ASSEMBLE APPROX. 1,000 CUBIC FOOT SHIPMENT OF PLAYGROUND
EQUIPMENT. HOLDING AREA NEEDED TO RECEIVE DELIVERY OF APPROXIMATELY 40-50
TONS OF CRUSHED STONE. PARKING AREA NEEDED FOR TWO TRUCKS AND ONE 30'
TRAILER OF EXCAVATING EQUIPMENT.
10.IN ORDER TO AVOID POSSIBLE DAMAGE, PARKING LOTS SHOULD NOT HAVE TOPCOAT
APPLIED AND FENCING SHOULD NOT BE INSTALLED UNTIL PLAYGROUND IS COMPLETE. IF
FENCING IS INSTALLED, LEAVE OUT NECESSARY SECTIONS TO PROVIDE ACCESS TO
PLAYGROUND AREA.
11.ONCE COMPACTED CRUSH STONE BASE, BORDER, AND EQUIPMENT ARE IN PLACE, THEY
SHOULD NOT BE DRIVEN OR WALKED ON AND SHOULD NOT BE USED FOR STORAGE AREA.
12.PLAYGROUND INSTALLATION DESCRIBED ABOVE SHOULD TAKE APPROXIMATELY ONE TO
FIVE DAYS, DEPENDING ON SITE CONDITIONS, WEATHER, INSTALLER CREW SIZE, ETC.
13.INSTALLATION OF POUR-IN-PLACE SURFACING USUALLY TAKES PLACE ONE TO TWO
WEEKS AFTER PLAYGROUND IS INSTALLED, DEPENDING MAINLY ON WEATHER
CONDITIONS.
14.GENERALLY ONLY THREE OR FOUR PARKING SPACES ARE NEEDED FOR SURFACING
INSTALLERS. (ONE OR TWO VEHICLES AND A MIXER STAGING AREA)
15.TYPICALLY, TWO MEN MIX THE SURFACING PRODUCT IN THE PARKING LOT AND
TRANSPORT BY WHEELBARROW TO PLAYGROUNDS WHERE IT IS POURED AND
TROWELED. THEREFORE, NO SPECIAL ALLOWANCES ARE NECESSARY (FENCING CAN BE
INSTALLED AND FINISH LANDSCAPING CAN BE COMPLETED)
16.THIS IS USUALLY A TWO-DAY INSTALLATION, DEPENDING MAINLY ON WEATHER
CONDITIONS. IMPACT COURSE APPLIED ON DAY ONE, AND TOPCOAT (COLOR) APPLIED ON
DAY TWO.
17.ONCE THE TOPCOAT APPLICATION IS COMPLETE, THE BINDING AGENTS WILL TAKE A
MINIMUM 24 HOURS TO CURE. DURING THAT TIME THERE IS TO BE ABSOLUTELY NO
WALKING ON, PLACING OBJECTS ON, OR ALLOWING ANY DUST TO ACCUMULATE ON THE
TOPCOAT SURFACE.
18.FINISH GRADING AND LANDSCAPING MUST BE THE SAME ELEVATION AT THE PLAYGROUND
BORDERS.
19.ENSURE THAT THE SITE IS SECURE AND THAT OTHER CONTRACTORS WILL NOT BE
STORING, WORKING, WALKING, ETC. ON FINISHED PLAYGROUNDS, SURFACES OR
BORDERS.
GENERAL NOTES:
DEVELOPER/GENERAL CONTRACTOR SHOULD BE IN CONSTANT COMMUNICATION WITH GSI TO
SCHEDULE DELIVERY AND INSTALLATION OF THE PLAYGROUND STRUCTURES. PLAYGROUND
INSTALLERS TRAVEL LONG DISTANCES AND IT IS IMPERATIVE THE SITE IS PROPERLY
PREPARED AS SPECIFIED TO AVOID COSTLY MOBILIZATION, SHIPPING AND STORAGE FEES.
GSI'S PLAYGROUND INSTALLERS TRAVEL GREAT DISTANCES, INCURRING EXPENSES FOR
BOTH TRANSPORTATION AND LODGING. IN ADDITION THEY ARE REQUIRED TO RESERVE
RENTAL MACHINERY. IF THEY ARE TURNED AWAY BECAUSE THE SITE IS NOT READY, A
TRAVEL CHARGE WILL APPLY. THIS CHARGE COULD BE SIGNIFICANT ($50.00 PER MAN-HOUR
FOR A CREW OF FIVE, LODGING AT $175 PER ROOM PER NIGHT, AND EQUIPMENT RENTAL
DEPOSITS). THEREFORE, FOLLOWING ALL OF THE ABOVE GUIDELINES, ESPECIALLY WITH
RESPECT TO DISCLOSING EXCESSIVELY ROCKY CONDITIONS, PROHIBITING THE USE OF
LARGE ROCKS, CEMENT, ETC. IN BACKFILL MATERIALS, AND PROVIDING THE PROJECT
MANAGER AN ACCURATE TIMELINE, WILL SAVE BOTH MONEY AND TIME.
DEVELOPER / GENERAL CONTRACTOR'S
PLAYGROUND RESPONSIBILITIES
SCALE:
POUR-IN-PLACE PLAY SURFACING04
1 1/2" = 1'-0"17'-0''24'-0''
CANOPY LENGTH
20'-0''CANOPY WIDTH50'-10''36'-9''
6'-0''6'-6''30'-9''
30'-0''
CANOPY LENGTH 24'-0''CANOPY WIDTH44'-4''
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXNO PARKING - FIRE LANENO PARKING - FIRE LANENO PARKING - FIRE LANERt
Rt
Rt
Rt
Rt
Rt
AK
AKAKAK
AK
AK
AK
AK
AK
HC
HC
HC
HC
HC
HC
HCHC
Pm
Pm
Pm
Am
Am
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Am
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Pa
Pa
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PaPa
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Co Co DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.19.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
##.##.####
R
#XXXXX
SCALE: 1"=10'
CONTRACTOR IS RESPONSIBLE FOR MODIFYING EXISTING
IRRIGATION SYSTEM AS NECESSARY. THIS INCLUDES ANY
NECESSARY DESIGN AND PERMITTING.
IRRIGATION NOTE
TURFGRASS LAWN 7,070 SF
SOD OR HYDROSEED. SPECIES AND APPLICATION RATE TO BE DETERMINED.
SHRUBS BOTANICAL / COMMON NAME CONT.QTY
AZALEA X `HINO CRIMSON` / HINO CRIMSON KURUME AZALEA 12" MIN. HT.8
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
CHAMAECYPARIS OBTUSA `GRACILIS` / SLENDER HINOKI FALSE CYPRESS 24" MIN. HT.6
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
PINUS MUGO `PUMILIO` / MUGO PINE 12" MIN. HT.3
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
RHODODENDRON X `ANAH KRUSCHKE` / ANAH KRUSCHKE RHODODENDRON 18" MIN. HT.9
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
RHUS TYPHINA `BAILTIGER` TM / TIGER EYES STAGHORN SUMAC 24" MIN. HT.6
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
FERNS, PERENNIALS & GRASSES BOTANICAL / COMMON NAME CONT.QTY
ACANTHUS MOLLIS / BEAR`S BREECH 12" MIN. HT.5
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN FOUNTAIN GRASS 12" MIN. HT.23
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
POLYSTICHUM MUNITUM / WESTERN SWORD FERN 12" MIN. HT.12
FULL AND MATCHING. REMOVE ALL WEEDS FROM NURSERY CONTAINERS
BEFORE PLANTING.
GROUND COVERS BOTANICAL / COMMON NAME CONT.SPACING QTY
PACHYSANDRA TERMINALIS `GREEN SHEEN` / GREEN SHEEN JAPANESE SPURGE 1 GAL.24" o.c.130
REMOVE ALL WEEDS FROM NURSERY CONTAINERS BEFORE PLANTING.
HC
Co
Pm
AK
Rt
Am
Pa
P
PLANT SCHEDULE
DATE
PROJECT NO.
DESCRIPTIONNUMBDATE
21706
04.19.2021
FEDERAL WAY, WA33310 1ST WAY S.FEDERAL WAY GODDARD SCHOOLFOR EARLY CHILDHOOD DEVELOPMENTTHE GODDARD SCHOOL98003REVISIONS
SEAL
SIGNATURE
COPYRIGHT & OWNERSHIP OF DOCUMENTS
PROJECT TITLE
SHEET TITLE
SHEET NUMBER
##.##.####
R
#XXXXX
FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL,
TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS,
FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90-DAY MAINTENANCE.
QUALIFICATIONS:
LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A
MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO
PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION.
JOB CONDITIONS:
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE
OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO
APPROVAL BY THE OWNER.
PROTECTION:
SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER
CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO
BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE
OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES.
REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH
PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER.
REPAIR OF EXISTING PLANTINGS:
DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD
GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH.
REPAIR OF IRRIGATION SYSTEM:
DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS
PRIOR TO THE DAMAGE.
GUARANTEE:
GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE
JOB BY OWNER.
60-DAY MAINTENANCE:
CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE
LANDSCAPE AND IRRIGATION MAINTENANCE FOR 60 DAYS FOLLOWING STORE OPENING. WORK TO
INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE.
SUBMITTALS:
SUBMIT FIVE (5) COPIES THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL
PRIOR TO THE START OF ANY WORK:
A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED.
B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS.
C) TREE STAKING AND GUYING MATERIALS.
D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH.
E) PLANTING SCHEDULE INCLUDING DATES AND TIMES.
F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR.
MATERIALS:
PLANT MATERIALS:
PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN
STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE
NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES
BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL"
INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON.
A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER
OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED.
B) QUALITY:
PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE
INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL
DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID
AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY
AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN
DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY,
HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR
DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE
FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY
SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE.
C) SUBSTITUTION:
NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED
UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT
BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING
FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND
NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE
SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL.
D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A
SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL
AND COMMON NAMES.
E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN
COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6)
HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND
MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP
OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE.
SOIL PREPARATION:
TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS,
UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO
BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL
SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL
OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT.
SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS:
AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO
REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO AN
ACCREDITED SOIL TESTING LABORATORY FOR TESTING. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR
REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS
FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION
MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR.
A) TOPSOIL:
CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING
THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED
HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL
RESULTING FROM CONTAMINATED OFF SITE SOURCES.
B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC
TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY
VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR
EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN
AMENDMENTS AS LISTED IN "C".
C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY:
THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET:
1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM
ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR
PRODUCTS.
2. 30-POUNDS NITROFORM (38-0-0)
3. 5-POUNDS AMMONIUM SULFATE
4. 40-POUNDS CALCIUM CARBONATE LIMESTONE
5. 40-POUNDS DOLOMITE LIMESTONE
6. 5-OUNES BORON (AS BORAX)
ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL.
D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS:
1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL
2. 0.4-CUBIC YARDS ORGANIC COMPOST.
3. 3-POUNDS NITROFORM (38-0-0)
4. 1-POUNDS AMMONIUM SULFATE
5. 2-POUNDS CALCIUM CARBONATE LIMESTONE
6. 2-POUNDS DOLOMITE LIMESTONE
E) TOPSOIL PREPARATION AND INSTALLATION:
1.VERIFY SUBGRADES TO -5 INCHES IN SOD OR SEED LAWN AREAS AND -8 INCHES IN LANDSCAPE AREAS, OR
AS INDICATED ON THE PLANS. THIS ACCOMMODATES 4 INCHES OF IMPORTED TOPSOIL IN LAWN AREAS AND
6 INCHES OF IMPORTED TOPSOIL AND 2 INCHES OF MULCH IN LANDSCAPE AREAS.
2.ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION.
3.THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A
DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS
INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH
HAND TOOLS.
4.REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL
SUB-GRADEPRIOR TO PLACEMENT OF SPECIFIED TOPSOIL.
5.REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS.
F) TOPSOIL PLACEMENT:
1.PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS.
2.IN ALL LANDSCAPE AREAS, PLACE 2 INCHES OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED
SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE
FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS.
3.PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS, FOR THE FINAL TOPSOIL DEPTH
OF 4 INCHES IN LANDSCAPE AREAS.
4.PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS.
ORGANIC MULCH (TOPDRESSING):
ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN
COLOR.
STAKES:
2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES.
GUY MATERIAL:
1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE.
LAWN:
COMMERCIAL SEED.
HERBICIDE:
HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION.
ANTI-DESICCANT:
"WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER.
THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE
TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION.
EXECUTION:
CONTAMINANTS:
VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT
SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL
UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
FINISH GRADES:
FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP
SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS,
WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS,
WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR
TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY
COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS
AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE
PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT
CREATE MUDDY SOIL.
TREES AND SHRUBS:
ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND
STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL.
BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION.
GROUNDCOVERS:
EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL
DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT
PROPER GRADE, AS DETAILED.
MULCH:
MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO
PROVIDE A 2-INCH DEPTH.
UTILITY CLEARANCES:
FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT
SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS.
CLEANUP AND PROTECTION:
DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION.
PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND
TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR
REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER.
PLANTING MAINTENANCE:
PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN
PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION.
PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE
GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND
MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR
FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING
LOSS OF 40 PERCENT OR MORE OF CANOPY.
IRRIGATION MAINTENANCE:
THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION
AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR
CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE
PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION
TO SPECIFIC WARRANTY/GUARANTEES.
1/8" = 1'-0"FIRST FLOOR DEMO PLAN12FLOOR PLAN KEYNOTES1REMOVE EXISTING WINDOW2REMOVE EXISTING STOREFRONT DOOR AND WINDOWS3REMOVE EXISTING INTERIOR CONSTRUCTION INCLUDING WALLS ,CEILINGS,AND FLOORING, LEAVE EXISTING EXTERIOR WALLS4EXISTING ELECTRICAL ROOM WALLS TO REMAIN5EXISTING FIRE PANEL TO REMAINDNUPUP1111112156EXISTING ELECTRICAL PANEL TO BE RELOCATED634437EXISTING CARPET ON STAIR TREADS AND FLOOR TO BE REMOVED78EXISTING WALLS TO REMAIN89EXISTING DOORS TO REMAIN999991087910VERIFY EXISTING DOOR SWINGS OUTWARD FOR EXITING11REMOVE EXISTING STAIR HANDRAILS1111FIRST FLOORDEMO PLANAD1.1PLOTTED: OLIVIA NISBET 4/28/2021 8:17 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
1/8" = 1'-0"SECOND FLOOR DEMO PLAN12DNDNFLOOR PLAN KEYNOTES123REMOVE EXISTING INTERIOR CONSTRUCTION INCLUDING WALLS, CEILINGS,AND FLOORING, LEAVE EXISTING EXTERIOR WALLS4EXISTING CARPET ON STAIR TREADS AND FLOOR TO BE REMOVEDEXISTING WALLS TO REMAINEXISTING DOORS TO REMAIN232431335REMOVE EXISTING STAIR HANDRAILS55SECOND FLOORDEMO PLANAD1.2PLOTTED: OLIVIA NISBET 4/28/2021 8:17 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
7.FRAMING CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING ATALL WALL MOUNTED FIXTURES, INCLUDING, BUT NOT LIMITED TO - WALLMOUNTED SHELVING, BASE AND UPPER CABINETS, CUBBIES, CLOSETSHELVING AND RODS, WALL MOUNTED DOOR STOPS, TOILET ROOMPARTITIONS, LAV'S, GRAB BARS, MIRRORS, SOAP DISPENSERS, WASTERECEPTACLES, TOILET PAPER DISPENSERS, MOP SINK, AND ACCESSORIES.8.SEE SECTION 11/A4.1 FOR TYP. CLOSET SHELVING, SECTION 12/A4.1 FORPANTRY SHELVING, AND 13/A4.1 FOR DATA CLOSET SHELVING.9.48" H. CORNERS GUARDS SHALL BE INSTALLED ON ALL OUTSIDECORNERS (FLUSH TO FLOOR - BASE TO ABUT) THROUGHOUT THE BUILDINGINCLUDING HALF WALLS AT DIAPER CHANGING SINKS.SEE: 10/A4.110.A MIN. CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOORSTRIKE JAMB ON THE PULL SIDE.1.DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD ORCENTERLINE OF STUD UNLESS NOTED OTHERWISE. (U.N.O.)2.INTERIOR WALLS ARE 3 1/2" OR 6" METAL STUDS U.N.O.3.ALL EXTERIOR WALLS ARE EXISTING. REPLACE EXISTING GWB IF NEEDEDWITH TYPE 'X' GWB.4.GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS PRIOR TO COMMENCEMENT OF THE WORK.5.FIRE EXTINGUISHER CABINETS AND HANGING FIRE EXTINGUISHERS (FECAND HFE) TO BE LOCATED PER LOCAL FIRE CODES. (PROVIDEBLOCKING AND KEEP CLEAR OF ALL ELECTRICAL AND PLUMBING LINES).6.SEE 3/A1.5 FOR SCREEN PANEL SECTION LOCATED IN BATHROOM 121.11.SEE 1&2/A4.1 FOR PHONE, DUPLEX, AND LIGHT SWITCH MOUNTINGHEIGHTS IN CLASSROOMS.12.ALL COUNTERTOP EDGES AND CORNERS SHALL BE ROUNDED.13.ROLLER SHADES SHALL BE INSTALLED ON ALL OUTSIDE WINDOWS ANDINTERIOR CLASSROOM WINDOWS.14.SEE 03/A1.4 FOR WALL HUNG CHILD HAND WASH LAVATORY MOUNTINGHEIGHTS IN CLASSROOMS.15.MIRROR SUPERVISION LOCATIONS TO BE DETERMINED BY GSI.16.SEE SHEET A7.1 FOR DOOR SCHEDULE AND WINDOW TYPES.17.EXISTING WALLS ARE SHADED.GENERAL NOTES1/8" = 1'-0"FIRST FLOOR PLAN GENERAL NOTES12ENTRY100DIRECTOR'SOFFICE10218 TO 24MONTHS12218 TO 24MONTHS120STORAGEROOM103OWNER'SOFFICE12412 TO 18MONTHS10512 TO 18MONTHS106RESOURCEROOM11224 TO 30MONTHS118HALLWAY101KITCHEN110PANTRY111JAN. RM115MECH.ROOM123ELEVATOR126STAIRWAY125MEN'SBATH116WOMEN'SBATH117ADABATH121ADABATH119CLOSET121ACLOSET120ACLOSET118ACLOSET112BCLOSET105ACLOSET106ACLOSET104ACLOSET102ACLOSET124A2A4.11A4.11A4.12A4.11A4.1 OPP2A4.1 OPP1A4.1 OPP2A4.1 OPP2A4.11A4.12A4.1 OPP3A4.16A4.18A4.1100B100C102124A124B122A112A114A118B119118A121A121B120A105A105B106B104A105C106C112D118C101120C122C100A104C114B1178A4.17A4.17A4.17A4.13A1.4 OPP3A1.43A1.43A1.43A1.4 OPP3A1.412 CUBBIES12 CUBBIES
12 CUBBIES
8 CUBBIES 10 CUBBIESFLOOR PLAN KEYNOTES1FEC2WATER FOUNTAIN W/ BOTTLE FILLING STATION1123MOP SINK4RAINEER ZONO MACHINE (77"x53"x34")5STACKED WASHER & DRYER; OWNER TO CHOSE SPEC.6NOT USED7TV8NOT USED7DNUPUP12 STUDENTSREQ: 490 NSFACTUAL: 574 NSF15 STUDENTSREQ: 490 NSFACTUAL: 536 NSF10 STUDENTS(4 CRIBS)REQ: 480 NSFACTUAL: 497 NSF10 STUDENTS(4 CRIBS)REQ: 480 NSFACTUAL: 492 NSF8 STUDENTS(8 CRIBS)REQ: 470 NSFACTUAL: 481 NSF6 WKS TO 12MONTHS10412 STUDENTSREQ: 490 NSFACTUAL: 500 NSF12 STUDENTSREQ: 490 NSFACTUAL: 500 NSF108112B120B122BROOM #ROOM NAME102ENLARGEDPLAN9/A1.31046 WKS TO 12 MTHS6/A1.310512 TO 18 MTHS6/A1.310612 TO 18 MTHS6/A1.3113BATHROOM1/A1.3110KITCHEN7/A1.31163/A1.31173/A1.31192/A1.31214/A1.31248/A1.3123109ELEC RM108ELEC RM1099FIRE PANEL9CCCCCABBBMEN'S BATHROOMWOMEN'S BATHROOM24 TO 30 MTHS BATHROOM18 TO 24 MTHS BATHROOMOWNER'S OFFICEDIRECTOR'S OFFICESTAIRWAY 211410GATE, SEE DETAIL 16 & 18 /A4.11016A2.1102A2A4.1SIM115DATACLOSET107A1A4.1SIMC106A435107BCLOSET107B103107A107CADABATH113CONFERENCEROOM107271112C111110113CLOSET112A110 CUBBIES
104B11616A1.411A2.11A2.16A2.16A2.111STAIR TREAD ENCLOSURE, SEE DETAIL 14/A4.11112ENCLOSE STRINGER GAP WITH WOOD CAP1213STAIR HANDRAILS TO COMPLY WITH DETAILS 16/G1.6131314CORNER GUARD TO BE PLACED ON ALL CORNERS, TYP. SEE DETAIL 10/A4.1141414141414141414141414141414141414141414141414141414141414141414141414141414141414141414FIRST FLOOR PLANGENERAL NOTESA1.1aPLOTTED: OLIVIA NISBET 4/28/2021 8:17 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
1/8" = 1'-0"FIRST FLOOR PLAN W/ DIMENSIONS1216'-6"16'-8 1/2"31'-0"10'-9 1/2"4'-9 3/4"2'-0"17'-4"34'-9"5'-11 1/4"28'-4 1/4"21'-4 1/2"21'-6 1/4"6'-2 3/4"10'-9 1/2"9'-4"4'-9 1/2"19'-4 1/2"28'-4 1/4"5'-11 1/4"34'-9"5'-9"8'-9 1/2"8'-7 1/2"7'-1 3/4"6'-5"13'-9 3/4"3'-6 3/4"4'-2 3/4"5'-2 3/4"7'-6"9'-0"10'-5 1/4"11'-1 1/2"8'-4"11'-5 3/4"7'-4 1/4"6'-5 1/4"8'-6 1/2"8'-5 1/4"8'-9 3/4"10'-5 1/2"
3'-0 3/4"
10'-0 1/2"
5'-5 1/4"5'-0 1/2"
10'-6"4'-7 1/4"5'-2"2'-5 3/4"4'-7 1/4"10'-6"5'-2"2'-2" TYP.9'-9 1/2"5'-7"3'-1 3/4"2'-2" TYP.8'-6 1/4"8'-4 3/4"6'-5 3/4"6'-7 1/4"
6'-2"4'-8 1/4"
10'-10 1/4"5'-7 1/2"
15'-5 1/4"2'-2"8'-6 1/4"8'-4"10'-5 3/4"1'-4 1/2"18'-4 1/2"UPDNUP9'-2 1/2"2'-2 1/2"9'-6"7'-5"4'-8 3/4"5'-6 3/4"2'-2" TYP.10'-7 3/4"
9'-11 1/4"10'-4 3/4"5'-4 1/4"6'-9 3/4"
6'-7"12'-4 3/4"
12'-4 3/4"ENTRY1006 WKS TO 12MONTHS104HALLWAY1017'-10"3'-8 3/4"4'-2 3/4"3'-8 3/4"6'-0"7'-11"5'-0 1/2"9'-4 1/4"6'-10"
5'-5 3/4"
15'-4 3/4"2'-4 3/4"16'-11 3/4"DIRECTOR'SOFFICE10218 TO 24MONTHS12218 TO 24MONTHS120STORAGEROOM103OWNER'SOFFICE12412 TO 18MONTHS10512 TO 18MONTHS106RESOURCEROOM11224 TO 30MONTHS118KITCHEN110PANTRY111JAN. RM115MECH.ROOM123ELEVATOR126STAIRWAY125MEN'SBATH116WOMEN'SBATH117ADABATH121ADABATH119CLOSET121ACLOSET120ACLOSET118ACLOSET105ACLOSET106ACLOSET104ACLOSET102ACLOSET124AELEC RM108ELEC RM109DATACLOSET107ACLOSET107BADABATH113CONFERENCEROOM107CLOSET112ASTAIRWAY 21144'-9"FIRST FLOOR PLANA1.1bPLOTTED: OLIVIA NISBET 4/28/2021 8:17 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
1/8" = 1'-0"SECOND FLOOR PLAN GENERAL NOTES123 TO 5YEARS2203 TO 5YEARS 202SHOWER224HALLWAY201STORAGE216DATACLOSET211KITCHEN223ADABATH218ADABATH219ADABATH213ADABATH214ADABATH209ADABATH210ADABATH206ADABATH207ADABATH221ADABATH222ADABATH203ADABATH204STAIRWAY 221531 TO 36MONTHS21231 TO 36MONTHS2173 TO 5YEARS2083 TO 5YEARS205CLOSET212ACLOSET217ACLOSET220ACLOSET202ACLOSET208ACLOSET205A20 CUBBIES
15 CUBBIES
14 CUBBIES
16 CUBBIES
6 CUBBIES
14 CUBBIES
16 CUBBIES
6 CUBBIES
5 CUBBIESELEVATOR2251A4.1 OPP2A4.1 OPP1A4.12A4.12A4.11A4.12A4.1 OPP1A4.1 OPPFLOOR PLAN KEYNOTES1FEC2DISPLAY BOARD217B1A4.12A4.1217A218219220C221222220B223212A214213212C210209207206208C205C204203202C202A208B211224212B216217C220A202B205A205B212D22216 STUDENTSREQ: 630 NSFACTUAL: 668 NSF20 STUDENTSREQ: 770 NSFACTUAL: 776 NSF20 STUDENTSREQ: 770 NSFACTUAL: 777 NSF20 STUDENTSREQ: 770 NSFACTUAL: 805 NSF20 STUDENTSREQ: 770 NSFACTUAL: 779 NSF16 STUDENTSREQ: 630 NSFACTUAL: 637 NSFDNDN27A4.17A4.17A4.17A4.17A4.17A4.17A4.1CCCCCCROOM #ROOM NAME203ENLARGEDPLAN11/A1.311/A1.319/A1.319/A1.319/A1.319/A1.317/A1.319/A1.312/A1.312/A1.316/A1.322216/A1.322318/A1.3KITCHEN3 TO 5 YEARS BATHROOM2042062072092102132142182192213 TO 5 YEARS BATHROOM3 TO 5 YEARS BATHROOM3 TO 5 YEARS BATHROOM3 TO 5 YEARS BATHROOM3 TO 5 YEARS BATHROOM31 TO 36 MTHS BATHROOM3 TO 5 YEARS BATHROOM3 TO 5 YEARS BATHROOM31 TO 36 MTHS BATHROOM31 TO 36 MTHS BATHROOM31 TO 36 MTHS BATHROOM3GATE, SEE DETAIL 17 & 18 /A4.1215311208A7.FRAMING CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING ATALL WALL MOUNTED FIXTURES, INCLUDING, BUT NOT LIMITED TO - WALLMOUNTED SHELVING, BASE AND UPPER CABINETS, CUBBIES, CLOSETSHELVING AND RODS, WALL MOUNTED DOOR STOPS, TOILET ROOMPARTITIONS, LAV'S, GRAB BARS, MIRRORS, SOAP DISPENSERS, WASTERECEPTACLES, TOILET PAPER DISPENSERS, MOP SINK, AND ACCESSORIES.8.SEE SECTION 11/A4.1 FOR TYP. CLOSET SHELVING, SECTION 12/A4.1 FORPANTRY SHELVING, AND 13/A4.1 FOR DATA CLOSET SHELVING.9.48" H. CORNERS GUARDS SHALL BE INSTALLED ON ALL OUTSIDECORNERS (FLUSH TO FLOOR - BASE TO ABUT) THROUGHOUT THE BUILDINGINCLUDING HALF WALLS AT DIAPER CHANGING SINKS.SEE: 10/A4.110.A MIN. CLEAR AREA OF 18" IS REQUIRED TO THE SIDE OF EACH DOORSTRIKE JAMB ON THE PULL SIDE.1.DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD ORCENTERLINE OF STUD UNLESS NOTED OTHERWISE. (U.N.O.)2.INTERIOR WALLS ARE 3 1/2" OR 6" METAL STUDS U.N.O.3.ALL EXTERIOR WALLS ARE EXISTING. REPLACE EXISTING GWB IF NEEDEDWITH TYPE 'X' GWB.4.GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS PRIOR TO COMMENCEMENT OF THE WORK.5.FIRE EXTINGUISHER CABINETS AND HANGING FIRE EXTINGUISHERS (FECAND HFE) TO BE LOCATED PER LOCAL FIRE CODES. (PROVIDEBLOCKING AND KEEP CLEAR OF ALL ELECTRICAL AND PLUMBING LINES).6.SEE 3/A1.5 FOR SCREEN PANEL SECTION LOCATED IN BATHROOM 121.11.SEE 01/A4.1 FOR PHONE, DUPLEX, AND LIGHT SWITCH MOUNTINGHEIGHTS IN CLASSROOMS.12.ALL COUNTERTOP EDGES AND CORNERS SHALL BE ROUNDED.13.ROLLER SHADES SHALL BE INSTALLED ON ALL OUTSIDE WINDOWS ANDINTERIOR CLASSROOM WINDOWS.14.SEE 03/A1.4 FOR WALL HUNG CHILD HAND WASH LAVATORY MOUNTINGHEIGHTS IN CLASSROOMS.15.MIRROR SUPERVISION LOCATIONS TO BE DETERMINED BY GSI.16.SEE SHEET A7.1 FOR DOOR SCHEDULE AND WINDOW TYPES.17.EXISTING WALLS ARE SHADED.GENERAL NOTES16A2.111A2.11A2.16A2.16A2.14STAIR TREAD ENCLOSURE, SEE DETAIL 14/A4.15ENCLOSE STRINGER GAP WITH WOOD CAP45666STAIR HANDRAILS TO COMPLY WITH DETAILS 16/G1.67CORNER GUARD TO BE PLACED ON ALL CORNERS, TYP. SEE DETAIL 10/A4.1777777777777777771777777777778EXISTING LADDER TO ROOF896" HEADER9SECOND FLOOR PLANGENERAL NOTESA1.2aPLOTTED: OLIVIA NISBET 4/28/2021 8:18 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
1/8" = 1'-0"SECOND FLOOR PLAN W/ DIMENSIONS1216'-7"6'-5 3/4"6'-5 3/4"10'-9 1/2"10'-4 1/2"15'-2"21'-1 1/4"13'-10 3/4"6'-6"8'-9 1/2"2'-4 3/4"11'-4 1/2"10'-9 1/2"12'-5 1/2"8'-0 3/4"8'-0 3/4"17'-6 1/4"6'-6"6'-3 1/4"16'-8 3/4"19'-3 3/4"6'-3 1/4"6'-6"17'-6 1/4"7'-0 3/4"7'-0 3/4"13'-9 3/4"2'-4 3/4"9'-7 1/2"21'-9 1/2"2'-4 3/4"8'-0 3/4"8'-0 3/4"1'-2 1/4"6'-1 3/4"2'-4 3/4"8'-0 3/4"8'-1 3/4"
18'-9 1/2"26'-10 1/4"
15'-0"11'-10 1/4"32'-3"8'-7 3/4"6'-6 1/4"5'-4"8'-6 1/2"30'-7 1/4"25'-4"6'-6 1/4"25'-11 1/4"14'-5 1/4"14'-6 1/2"6'-2"6'-11"12'-8"6'-6 1/4"8'-5"13'-3"DNDN6'-2 3/4"8'-0 3/4"2'-4 3/4"7'-11"8'-7 3/4"3'-1"9'-0"6'-11"1'-6 3/4"
3'-4 3/4"1'-6 3/4"6'-6"2'-2"5'-9 3/4"SECOND FLOOR PLANDIMENSIONSA1.2bPLOTTED: OLIVIA NISBET 4/28/2021 8:18 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
PLUMBING FIXTURE LEGENDWATER CLOSET (CHILD, 12" SEAT H.)WC-1WATER CLOSET (CHILD, 15" SEAT H.)WC-2WALL-HUNG LAVATORYL-1WATER CLOSET (ADULT HC, 18" SEAT H.)WC-3SS SINK - DOUBLE BASINSS-2SS SINK - TRIPLE BASINSS-3MOP SINKMSWATER COOLER - INDOOREWCWATER BUBBLER - OUTDOORWBL-2AC-1MIRROR & FRAMEAC-2MOP & BROOM HOLDERAC-3TOILET PAPER DISPENSERAC-4AC-5GRAB BAR - CHILD (1-1/4"Ø)GRAB BAR - ADULT (1-1/4"Ø)SELF-RIM LAVATORY W/ VANITYGREASE SEPARATORGSPLUMBING ACCESSORIES LEGEND1.ADJUST SUPPLY LINE WALL PENETRATION HEIGHTS AS NEEDED TO AVOIDCONFLICTS BTWN FLUSH VALVES AND GRAB BAR MOUNTING HEIGHTS. GRAB BARHEIGHTS ARE TO TAKE PRIORITY.2.INSULATE ALL EXPOSED SUPPLY AND DRAIN LINES. TYPICAL AT ALL TOILET ROOMSAND HAND WASH SINKS THAT DO NOT HAVE A BASE CABINET.3.SEE SECTION 3/A8.1 FOR PATTERN OF CERAMIC TILE (CT) ON BATHROOM WALLSAND ACTUAL HEIGHT OF TILE.4.CONFORM TO ADA SHEETS FOR MOUNTING HEIGHTS.GENERAL NOTESFIXTURE MOUNTING REQUIREMENTS1. REFER TO SHEETS G1.2, G1.3, G1.4 AND G1.5 FOR DETAILED CHILD ANDADULT FIXTURE MOUNTING HEIGHTS AND LOCATIONS.2. ALL EXPOSED TILE EDGES TO BE BULLNOSE. ENSURE EXPOSED CORNERS OFFIELD TILE BEHIND WALL MOUNT SINGLE LAVATORY'S ARE CORNER BULLNOSETILES.WATER CLOSET ADVISORY TABLEAGES 3 AND 4AGES 5 AND UP (WC1)(WC2)12 INCHES12 TO 15 INCHES11 TO 12 INCHES12 TO 15 INCHES18 TO 20 INCHES20 TO 25 INCHES14 INCHES14 TO 17 INCHESWATER CLOSETCENTERLINETOILET SEAT HEIGHTGRAB BAR HEIGHTDISPENSER HEIGHT* DEPARTMENT OF JUSTICE 2010STANDARDS: TITLE II AND III1081/4" = 1'-0"AFTERSCHOOL ACTIIVTY BATHROOM1181/4" = 1'-0"24 TO 30 MONTH BATHROOM115, 1161/4" = 1'-0"MEN'S & WOMEN'S BATHROOMS1201/4" = 1'-0"18 TO 24 MONTH SHARED BATHROOM104, 105, 1061/4" = 1'-0"KITCHENETTES1121/4" = 1'-0"FIRST FLOOR KITCHEN1231/4" = 1'-0"OWNER'S OFFICE203, 2041/4" = 1'-0"3 TO 5 YEAR BATHROOMS206, 207, 209, 2101/4" = 1'-0"3 TO 5 YEAR BATHROOMS2231/4" = 1'-0"SECOND FLOOR KITCHEN213, 2141/4" = 1'-0"31 TO 36 MONTH BATHROOMS221, 2221/4" = 1'-0"3 TO 5 YEAR BATHROOMS218, 2191/4" = 1'-0"31 TO 36 MONTH BATHROOM1021/4" = 1'-0"DIRECTOR'S OFFICE7419A1.41A1.516A1.414A1.413A1.417A1.493218611121819171617A1.411A1.4 OPP11A1.411A1.411A1.4 OPPWC-1L-1(2'-3")L-1(2'-3")L-1(2'-6")WC-1WC-2WC-1WC-2L-1(2'-6")WC-2WC-1WC-2WC-1WC-1WC-1WC-1WC-1L-1(2'-3")WC-3WC-3L-1(2'-6")L-1(2'-6")L-1(2'-6")L-1(2'-3")SS-3SS-2SS-3SS-212A1.412A1.411A1.411A1.4 OPP11A1.4 OPP11A1.49A1.4 OPP9A1.4 OPP1A1.48A1.42A1.4 OPP2A1.46A1.4SS-2SS-2ENLARGED PLANS &INTERIOR ELEVATIONSA1.3PLOTTED: OLIVIA NISBET 4/28/2021 8:18 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
PLUMBING FIXTURE LEGENDWATER CLOSET (CHILD, 12" SEAT H.)WC-1WATER CLOSET (CHILD, 15" SEAT H.)WC-2WALL-HUNG LAVATORYL-1WATER CLOSET (ADULT HC, 18" SEAT H.)WC-3SS SINK - DOUBLE BASINSS-2SS SINK - TRIPLE BASINSS-3MOP SINKMSWATER COOLER - INDOOREWCWATER BUBBLER - OUTDOORWBL-2AC-1MIRROR & FRAMEAC-2MOP & BROOM HOLDERAC-3TOILET PAPER DISPENSERAC-4AC-5GRAB BAR - CHILD (1-1/4"Ø)GRAB BAR - ADULT (1-1/4"Ø)SELF-RIM LAVATORY W/ VANITYGREASE SEPARATORGSPLUMBING ACCESSORIES LEGEND1.ADJUST SUPPLY LINE WALL PENETRATION HEIGHTS AS NEEDED TO AVOIDCONFLICTS BTWN FLUSH VALVES AND GRAB BAR MOUNTING HEIGHTS. GRAB BARHEIGHTS ARE TO TAKE PRIORITY.2.INSULATE ALL EXPOSED SUPPLY AND DRAIN LINES. TYPICAL AT ALL TOILET ROOMSAND HAND WASH SINKS THAT DO NOT HAVE A BASE CABINET.3.SEE SECTION 3/A8.1 FOR PATTERN OF CERAMIC TILE (CT) ON BATHROOM WALLSAND ACTUAL HEIGHT OF TILE.4.CONFORM TO ADA SHEETS FOR MOUNTING HEIGHTS.GENERAL NOTESFIXTURE MOUNTING REQUIREMENTS1. REFER TO SHEETS G1.2, G1.3, G1.4 AND G1.5 FOR DETAILED CHILD ANDADULT FIXTURE MOUNTING HEIGHTS AND LOCATIONS.2. ALL EXPOSED TILE EDGES TO BE BULLNOSE. ENSURE EXPOSED CORNERS OFFIELD TILE BEHIND WALL MOUNT SINGLE LAVATORY'S ARE CORNER BULLNOSETILES.WATER CLOSET ADVISORY TABLEAGES 3 AND 4AGES 5 AND UP (WC1)(WC2)12 INCHES12 TO 15 INCHES11 TO 12 INCHES12 TO 15 INCHES18 TO 20 INCHES20 TO 25 INCHES14 INCHES14 TO 17 INCHESWATER CLOSETCENTERLINETOILET SEAT HEIGHTGRAB BAR HEIGHTDISPENSER HEIGHT* DEPARTMENT OF JUSTICE 2010STANDARDS: TITLE II AND IIIAFTERSCHOOL BATHROOM ELEVATIONS1/4" = 1'-0"1'-8"3'-0"FIN.7'-6 3/4" FIN.1'-6"8'-5"AC-4AC-22'-10"1'-7"3'-4"L-11'-6"3'-4"1'-6"
1'-8"
3'-0"6'-5 1/2" FIN.4'-6" MIN.AC-2AC-48"5'-2"3'-4"9'-4" FIN.AC-1AC-44'-6" MIN.8'-5"
1'-2"1'-8"8'-5"1'-4"8'-2" FIN.2'-3"8'-5"
2'-3"8'-0" FIN.8"2'-0"1'-6"4'-2"3'-0"1'-6"1'-6"1'-7"2'-0 1/4"2'-0 1/4"AC-11'-4"1'-8"7'-5 1/4" FIN.1'-6"8'-5"AC-42'-6"1'-6"L-12'-0"1'-6"AC-48"1'-8"AC-18'-5"3'-0"4'-2"AC-4AC-1L-1WOMEN'S & MEN'S BATHROOM ELEV.1/4" = 1'-0"LAVATORY SINK AND WATER FOUNTAIN ELEVATIONS1/4" = 1'-0"2'-3" TO 2'-6"L-11'-3" MIN. FROMALL ADJACENTWALLS, DOORSAND FIXTURES2'-10"L-13'-0"L-23'-6"1'-6" MIN. FROMALL ADJACENTWALLS, DOORSAND FIXTURESSURFACESOLID3'-0"L-23'-6"SURFACESOLIDFOR LAVATORY (L-1) SINKS LOCATEDIN ROOMS 104, 105, 106, 112, 118,120, 122, 203, 204, 206, 207, 209,210, 213, 214, 218, 219, 221, 222FOR LAVATORY (L-2) SINKSLOCATED IN ROOMS 104,106, 118, 122FOR LAVATORY (L-2) SINKLOCATED IN ROOM 105,120FOR LAVATORY (L-1) SINKSLOCATED IN ROOMS 116& 117.DIMENSIONS ARE TOWATER DRINKING ORIFICEFROM F.F.L.2'-0" PLASTIC PROTECTIONAROUND 3 SIDES OFCHANGING TABLE3'-2"
2'-6"℄SOFFITABOVE7'-0"1'-4"SEE DETAIL 4/A1.5 FORFRAMING DETAILSAC-11'-4"
1'-8"6'-3" FIN.1'-6"9'-0"AC-42'-3"1'-4"L-12'-0"1'-6"AC-48"1'-8"AC-19'-0"3'-0"4'-2"
2'-6"(2'-6")(2'-3")(2'-6")(2'-10")(2'-3")6'-3 1/2" FIN.L-1(2'-3")AC-11'-4"
1'-8"6'-6 1/4" FIN.1'-6"8'-5"AC-42'-6"1'-6"L-12'-0"1'-6"AC-48"1'-8"AC-18'-5"3'-0"4'-2"(2'-6")6'-0 1/2" FIN.AC-11'-4"1'-8"7'-7" FIN.1'-6"8'-5"AC-42'-6"1'-6"L-12'-0"1'-6"AC-48"1'-8"AC-18'-5"3'-0"4'-2"(2'-6")5'-11" FIN.203, 2041/4" = 1'-0"3 TO 5 YR BATHROOM ELEVATIONSAC-11'-8"6'-7" FIN.1'-6"8'-5"AC-42'-6"1'-4"L-12'-0"1'-6"AC-48"1'-8"AC-18'-5"3'-0"4'-2"(2'-6")5'-11" FIN.221,2221/4" = 1'-0"3 TO 5 YR BATHROOM ELEVATIONS1'-8"1201/4" = 1'-0"18 TO 24 MONTHS BATHROOM ELEVATIONS1181/4" = 1'-0"24 TO 30 MTH BATHROOM ELEVATIONS213, 214, 218, 2191/4" = 1'-0"31 TO 36 MONTHS3'-0"
8'-0"
1'-6"3'-6"10'-0" FIN.TTKEMICROWAVE2"2"SHELF PLAN2'-0"
2'-10"
8'-0"
1'-8"
3'-6"
9'-9"±7'-0"3'-0"10'-0" FIN.SS-2REF.(N.I.C.)QEFFMBOTTLE WARMERS(N.I.C.)SOLID SURFACECOUNTER TOP, TYP.9'-9"±1'-10 1/4"1'-5"2'-0"1'-6"1'-9"1'-9"1'-9"1'-9"1'-6"1'-6"1'-5"1'-6"1'-8"1'-8"REF.(N.I.C.)1/4" = 1'-0"KITCHENETTE1/4" = 1'-0"KITCHENETTE66"W REF.(N.I.C.)3'-0"8'-5"1'-6"2'-6"3'-0"8'-5"1'-6"2'-6"1121/4" = 1'-0"KITCHEN7'-2"1'-5 1/2"4'-0"1'-7"14'-11" FIN.8'-7"3'-0"1'-2 1/2"10'-4 1/4" FIN.3'-0"10 3/4"1'-6" TYP.3'-0"1'-6"2'-6"SS-3FROSTED GLASS ONUPPER CABINETS, TYP.6'-1 1/2"30" W REF.(N.I.C.)10 3/4"4'-0"1'-0 1/4"6'-0 1/2"SS-210 1/2"7'-0"3'-0"3'-0 1/4"2'-4"7'-1"1'-1 1/4" TYP.FROSTED GLASS ONUPPER CABINETS, TYP.2'-10"L-14'-0"
3'-0"
7'-0"1/4" = 1'-0"KITCHEN5'-11"2'-11"3'-0"2'-6"8"3'-10"
8'-5"9'-11"1 1/2"1'-10"6'-0"2'-5"1 1/2"1'-10"3'-4"1'-7 1/2"2'-5"2'-6"1'-6"3'-0"5'-11 1/2"1'-7 1/2"6'-5 1/4"18'-0 3/4"8'-5"1/4" = 1'-0"OWNER'S OFFICE ELEVATIONS4'-2" FIN.1'-4" FIN.SEE SECTION DETAIL ON 5/A1.5 SEE SECTION DETAIL ON 4/A1.5 SS-2SS-31'-4" TYP1'-2 3/4" TYP.4'-4"SS-212368913121116171419ENLARGED PLANS &INTERIOR ELEVATIONSA1.4PLOTTED: OLIVIA NISBET 4/28/2021 8:18 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
2'-5 1/2"8 1/2"3'-10"8'-5"1'-1 1/2"4'-11 1/2"1'-1 1/2"12'-9 1/2"3/4"3/4"3'-2"5'-1"2'-5"2'-5 1/2"8'-5"1'-1 1/2"6'-7"3/4"5'-5 1/2"2'-5"2'-2 1/2"4'-7 1/2"1/4" = 1'-0"DIRECTOR'S OFFICE ELEVATIONS11'-9"2'-0"
4'-0"
3'-0"
4'-0"6" x 48" PILASTER SUPPORTCEILING (SEE ROOM FINISHSCHEDULE ON SHEET A/8.1)BLOCKING AS REQUIRED BYSCREEN MANUF. (2x6 MIN.)36" x 36" SCREEN PANELHEIGHT: RE: REFLECTED CEILING PLAN1'-0"
7'-0"4"WOOD BLOCKINGAS REQUIRED,(2x6 MIN.)2 WATER DRINKING FOUNTAINW/ WATER BOTTLE FILLINGSTATIONLINE OF WALL BEYONDDRYWALL SOFFIT ABV.DOUBLE 2x6 WOOD HEADER2'-6"
3'-2"GENERAL NOTES:1.G.C. TO COORD.LOCATION OF POWERAND WATER SUPPLYWITH BLOCKING, PERMANUFACTURERSPECIFICATIONS ANDINSTALL INSTRUCTIONS.2.VERTICAL MOUNTINGHEIGHT DIMENSIONSARE TO WATERDRINKING ORIFICEFROM F.F.L.1'-4"3'-7"GENERAL NOTES:1.G.C. TO COORD. LOCATION OF POWER AND WATERSUPPLY WITH BLOCKING, PER MANUF. SPEC'S ANDINSTALL INSTRUCTIONS.2.ALL SOLID SURFACE TO HAVE 14"MIN. EASED EDGES ATALL EXPOSED EDGES AND 2" RADIUS CORNERS.3.G.C. TO COORD. SUPPLY AND INSTALL OF BLOCKINGFOR CHANGE TABLE PER SPEC'S.SOLID SURFACE HALFWALL CAP ON 12" WOODSPACER. SPACER PAINTEDTO MATCH H.M.CLASSROOM DOORFRAME1 12"THK. SOLID SURFACECOUNTER TOP & 4"H.BACKSPLASHCHANGE TABLE BYOWNER, N.I.C.EXHAUST FAN SWITCH2'-10"ACCESSORY ITEMS BYOWNER, N.I.C.2'-0" PLASTIC PROTECTIONAROUND 3 SIDES OFDIAPER CHANGING TABLE1/2" = 1'-0"TOILET PARTITION SCREEN SECTION1/2" = 1'-0"WATER DRINKING FOUNTAIN @ HALLWAY1/2" = 1'-0"DIAPER CHANGING SINK ELEVATION345ENLARGED PLANS &INTERIOR ELEVATIONSA1.5PLOTTED: OLIVIA NISBET 4/28/2021 8:18 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
6WEST AND EAST EXTERIOR ELEVATION1/8" = 1'-0"11NORTH EXTERIOR ELEVATION1/8" = 1'-0"16BUILDING SECTION1/8" = 1'-0"GENERAL ELEVATION NOTES:ELEVATION KEYNOTES1.ALL EXTERIOR WINDOWS AND DOORS NEED TEMPERED GLASS FILM PERGODDARD STANDARDS TO MEET BREAK RESISTANCE.SIGN SUPPLIED AND INSTALLED BY GODDARD SCHOOLSPOT LIGHTSNEW STOREFRONT DOOR / WINDOWEXISTING WINDOWSEXTERIOR WATER FOUNTAIN123451SOUTH EXTERIOR ELEVATION1/8" = 1'-0"122333333333444444444444332123333333321'-10"FINISH FLOOREL 326'-8"CEILING HEIGHTEL 335'-1"8'-5"TOP OF PARAPETEL 352'-6"8'-5"2ND FLOOR CEILINGEL 348'-6"4'-0"CEILING HEIGHTEL 340'-1"5'-0"21'-10"FINISH FLOOREL 326'-8"CEILING HEIGHTEL 335'-1"8'-5"TOP OF PARAPETEL 352'-6"8'-5"2ND FLOOR CEILINGEL 348'-6"4'-0"CEILING HEIGHTEL 340'-1"5'-0"21'-10"FINISH FLOOREL 326'-8"CEILING HEIGHTEL 335'-1"8'-5"TOP OF PARAPETEL 352'-6"8'-5"2ND FLOOR CEILINGEL 348'-6"4'-0"CEILING HEIGHTEL 340'-1"5'-0"21'-10"FINISH FLOOREL 326'-8"CEILING HEIGHTEL 335'-1"8'-5"TOP OF PARAPETEL 352'-6"8'-5"2ND FLOOR CEILINGEL 348'-6"4'-0"CEILING HEIGHTEL 340'-1"5'-0"1EXTERIOR ELEVATIONS& BUILDING SECTIONA2.1PLOTTED: OLIVIA NISBET 4/28/2021 8:19 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
TYPE:INDICATES DOOR TYPE (SEEDOOR AND FRAMEELEVATIONS) INDICATESFRAME TYPE (SEE DOORAND FRAME ELEVATIONS)2/ARABBETED3'-0"1'-4"FRAME TYPES:2"7'-2"2"HM2"TG34A3'-4"SCWSCW3'-0"1'-4"TG5SCWDOOR TYPES:5'-4" GLASS
2"2"2"7'-2"4'-0"3'-10"2"FIN. FLR.3'-0"HMTG3'-8"7'-4"
2"3'-10"2"FIN. FLR.3'-2"
(HOLD)6'-0"(3) EQ SP = 5'-8"2"2"TGTGTG2"2"2"7'-2"3'-0"3'-10"2"FIN. FLR.3'-0"TG2'-8"SEE SECTION 4/A7.2,5/A7.2, & 10/A7.2FOR HEAD, SILL &JAMB DETAILSWINDOW TYPES:(INTERIOR)TO ALLOW FORCOUNTER UNDERWINDOWMATCH DOORHEIGHT, TYP.3'-0"3'-0"3'-0"7SCW3'-0"7'-0" TYP.1ALUM3'-0"2'-2"5"5"TGTIGTEMPERED INSULATED GLASS W/ ETCHED LABELTGTEMPERED GLASS W/ ETCHED LABELHMHOLLOW METAL - STEEL INSULATEDMCMETAL CLADSCWSOLID CORE WOODALUMALUMINUMLEGEND:NOTES:1. JAMB WIDTH VARIES - COORDINATE WITH WALL WIDTH SHOWN ON THE WALL TYPE PLAN 1/A3.32.PROVIDE LOW-E GLAZING TO ALL EXTERIOR WINDOWS AND DOOR LIGHTS TO MEET NEW BUILDINGENVELOPE ENERGY CODE REQ'S.3.PER NOTE 7 ON SHEET G1.1, REMAINING MEANS OF EGRESS DOORS SHALL REQUIRE NO SPECIALKNOWLEDGE OR EFFORT TO OPERATE. MEANS OF EGRESS HARDWARE SHALL BE LEVER OR PANICHARDWARE.4.ADA ACCESSIBLE DOOR HARDWARE PER ALUMINUM STOREFRONT DOOR SUPPLIER.5.ALL HARDWARE SHALL BE ADA COMPLIANT WITH LEVER HANDLES.CHMAHMD2"2"2"7'-4"6'-0"3'-10"2"FIN. FLR.3'-2"5'-8"TGHMBNOTE: REFER TOFLOOR PLAN SHEET01/A1.1 FORWINDOWLOCATIONSFIN. FLR.±4'-10 3/4"FIXED WINDOWSU-VALUE: 0.38SHGC: 0.64PROTECTION FACTOR: 0.50DOORU-VALUE: 0.40SHGC: 0.64PROTECTION FACTOR: 0.50*FIELD VERIFY WINDOW SIZE TO LINE UP WITH EXISTINGWINDOW MULLION LAYOUTE±1'-6 3/4"3'-0"±8'-4"SEE SECTION 4/A7.2,5/A7.2, & 10/A7.2FOR HEAD, SILL &JAMB DETAILSSEE SECTION 4/A7.2,5/A7.2, & 10/A7.2FOR HEAD, SILL &JAMB DETAILSSEE SECTION 4/A7.2,5/A7.2, & 10/A7.2FOR HEAD, SILL &JAMB DETAILSNOTE: DOOR TYPE'EX' STANDS FOREXISTING DOOR TOREMAINSEE DETAILS 1, 2, 3, 7& 8 ON A7.2 FORDOOR DETAILSRABBETED2"7'-2"2"HM2"B2'-4"2'-0"5'-8"1'-0"4"
7'-0" TYP.
6"1'-2"TGTGTG7'-2"1'-2"FIN. FLR.±4'-10 3/4"F±1'-6 3/4"3'-0"±8'-4"
7'-2"1'-2"TGTGTGFIXED WINDOWSU-VALUE: 0.38SHGC: 0.64PROTECTION FACTOR: 0.50DOORU-VALUE: 0.40SHGC: 0.64PROTECTION FACTOR: 0.50*FIELD VERIFY WINDOW SIZE TO LINE UP WITH EXISTINGWINDOW MULLION LAYOUTFIN. FLR.6'-4"G3'-0"FIXED WINDOWSU-VALUE: 0.38SHGC: 0.64PROTECTION FACTOR: 0.50DOORU-VALUE: 0.40SHGC: 0.64PROTECTION FACTOR: 0.507'-2"1'-2"
±8'-4"TGTGTG3'-0"6SCW2'-0"2ALUM3'-0"2'-2"5"5"TG7'-0" TYP.WINDOW TYPES:(EXTERIOR)2"2"2"8'-4"3'-0"5'-6"2"FIN. FLR.2'-6"2'-8"ALUMHEXTERIOR WINDOWTG8SCW3'-0"TGTG2'-2"5'-10"2" TYP.NOTE: HM FRAMEW/ SIDELIGHT1'-4"TG PROJECTION FACTOR CALCULATION1.WINDOWS F & G (WEST ORIENTATION)5'-0" (CANOPY DEPTH) DIVIDED BY 10'-0" (WINDOW HEIGHT) = 0.50.2.WINDOW H (WEST ORIENTATION) 12'-0"(SOFFIT DEPTH) DIVIDED BY 10'-0"(WINDOW HEIGHT) = 1.20.3.WINDOW i (NORTH ORIENTATION) 5'-0"(CANOPY DEPTH) DIVIDED BY 10'-0"(WINDOW HEIGHT) = 0.50.9SCW2'-8"DOOR & WINDOWSCHEDULESA7.1PLOTTED: OLIVIA NISBET 4/28/2021 8:20 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS
107'-0" R-13 BATTINSULATION58" GYPSUM WALLBOARDHEADER PER STRUCT.H.M. WINDOWFRAMEGLAZING58" GYPSUM WALLBOARDR-13 BATTINSULATIONH.M. WINDOWFRAMEGLAZINGR-13 BATTINSULATION58" GYPSUM WALLBOARDHEADER PER STRUCT.H.M. DOOR FRAME1 34" DOOR (SEESCHEDULE A7.1)R-13 BATTINSULATION58" GYPSUM WALLBOARDH.M. DOOR FRAME1 34" DOOR (SEESCHEDULE A7.1)T.O. DOOR FRAME107'-0" T.O. DOOR FRAMEH.M. DOOR FRAME1 34" DOOR (SEESCHEDULE A7.1)FINISHED FLOOR PERSPEC3" = 1'-0"JAMB @ INTERIOR DOOR, TYP.3" = 1'-0"HEADER @ INTERIOR DOOR, TYP.3" = 1'-0"THRESHOLD @ INTERIOR DOOR, TYP.3" = 1'-0"HEADER @ INTERIOR WINDOW, TYP.3" = 1'-0"SILL @ INTERIOR WINDOW (JAMB SIM.)WALL PER SCHEDULEWALL PER SCHEDULE1"- 4" WIDE: 58" THK. SOLIDSURFACE WINDOW SILL WITHBULLNOSED EDGE, FULL RADIUSBULLNOSE TURN TO WALL ATOUTSIDE CORNERSWALL PER SCHEDULE1/2"FACE OF WALL BELOWTOP VIEW WINDOW SILL DETAIL6" = 1'-0"INT. WINDOW SILL CORNER PROFILE1234510BLACK PLASTIC ROOM NUMBERTAG WITH 1" TALL WHITE NUMBERS###1 1/2"3"EQ.EQ.EQ.EQ.LOCATED CENTEREDAT TOP OF DOORHEADERMETAL STUD WALLDOOR FRAMEFINGERSAFE MK1AFIXING STRIPFINGERSAFE MK1BHINGE GUARDFINGERSAFE MK1AFIXING STRIPDOOR PER SPECFINGERSAFE MK1APLEATED GUARDNOTE:FINGERSAFE DOORGUARD IS REQUIREDFOR ALL DOORS, IF ACONTINUOUS HINGE ISUSED, ONLY MK1APLEATED GUARD ISREQUIRED.NOTE:FASTEN ACCORDIONPIECE TO CLEAT WITHSCREWS SUPPLIED.CLOSED DOOROPEN DOOR4 WOOD SCREWS AT18" O.C. ONCEINSTALLED4 METAL TEK. SCREWSAT 18" O.C. ONCEINSTALLED6" = 1'-0"FINGERSAFE DOOR GUARD (REQUIRED ON BOTH SIDES OF EVERY DOOR)6" = 1'-0"DOOR HEADER NUMBER87HARDWARE SCHEDULEGATE 1QTY.TYPEMANUF.DESCRIPTION1EXIT DEVICE RIMDETEXV4009BN x 36" x LD x W x IC7 (INSTALLED) x/628/6281EXIT DEVICE RIMDETEXGTPL230X PLATE1EXIT ALARMDETEXEAX-500W x IC7 (INSTALLED) x GRAY2COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED.GATE 21EXIT DEVICE - RIMDETEXV4009BN x 36" x LD x W x IC7 (INSTALLED) x/628/6281EXIT DEVICE RIMDETEXGTPL230X PLATE2COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED.H-021HINGE - CONTINUOUSSELECTSL24 CL HD x 83" x SDTF x CL1EXIT DEVICE - RIMDETEX1009D-S x 34" x CD x IC7 (INSTALLED x IC7(DOGGING) x 6301ELECTRIC STRIKEHES9600-12/24D-630 x 2005M3 x 6302COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED.1CLOSER - PARALLEL ARMPDQ7101 BC HO DS x ALUM1KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D4PUSH BUTTON RELEASESECURITYTRANSMITTER DXT-41 (BATTERY OPERATED)3PUSH BUTTON RELEASESECURITYPUSH BUTTON SWITCH ASP-121MISC.SECURITYRECEIVER DXR-701, 12V1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1BATTERYSECURITYBATTERY BACK-UP ASP MPB-12701POWER SUPPLYSECURITYPOWER SUPPLY AL300ULM MULTI OUTPUTACCESS CONTROLH-063HINGE - (4 1/2" STD WT(.134))PBBBB81 4 1/2" x 4 1/2" x US26D1PASSAGE SET (W/ THRU BOLTS)PDQGT126 x PHL x 6261CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D1WALL STOPROCKWOODWALL STOP 409 x 6301KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-073HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED.1CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891WALL STOPROCKWOODWALL STOP 409 x 6301 KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-083HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1WALL STOPROCKWOODWALL STOP 409 x 6301MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-096HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" x 4 1/2" x US26D1FLUSH BOLT - MANUAL (EXT.)PDQ93170 x 6261CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261DUMMY TRIM - SINGLEPDQGT211 x PHL x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1WALL STOPROCKWOODWALL STOP 409 x 6302MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE2MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-103HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1PRIVACY SET (W/ THRU-BOLTS)PDQGT176 x PHL x 6261CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D1WALL STOPROCKWOODWALL STOP 409 x 6301MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-113HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1OVERHEAD HOLDER / STOP (SURFACE) GJ904S x SP281MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-123HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1PASSAGE SET (W/ THRU BOLTS)PDQGT126 x PHL x 6261WALL STOPROCKWOODWALL STOP 409 x 6301MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-133HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D1KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-143HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D1WALL STOPROCKWOODWALL STOP 409 x 6301KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-163HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED1CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891KICK PLATEROCKWOODK1050 x 4BE x 10" x 32" x US32D1KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEH-173HINGE - (4 1/2" STD. WT. (.134))PBBBB81 4 1/2" X 4 1/2" X US26D1CYL. LOCKSET (W/ THRU-BOLTS)PDQGT116 x PHL SFIC x IC-LESS CORE x 6261COREPDQIC CORE x 26D x "A" KEYWAY M.K. TO SCHED.1CLOSER - PARALLEL ARMPDQ5301 BC PA x 6891OVERHEAD HOLDER / STOP (SURFACE) GJ904S x SP281 KICKDOWN HOLDERROCKWOOD458 x CRM1MISC.FINGERSAFEFINGER GUARD INNER MK1A-84" WHITE1MISC.FINGERSAFEFINGER GUARD OUTER MK1B-84" WHITEKEY SET1KEY CONTROL CABINETTELKEEWC-150 x5MASTER KEYINGPDQMASTER KEYS2KEY BLANKPDQCONTROL KEY -ICDOOR & WINDOWDETAILSA7.2PLOTTED: OLIVIA NISBET 4/28/2021 8:21 AMS:\1-PROJECTS\395-ANUJ\395.02 FEDERAL WAY GODDARD SCHOOL 2\02-CADD
SHEET NUMBERPROJECT NO:GODDARDSCHOOL33310 1ST WAY SFEDERAL WAY, WA 9800333310 1ST WAY SFEDERAL WAY, WA 98003GENERALMANAGER:DATE:REVISIONNO.DATEISSUEDRAWN:CHECKED:TITLEDESIGN TEAMPROJECTSTAMPREGISTEREDARCHITECTKIRK D. CALLISONSTATE OF WASHINGTON6918NOVEMBER 20, 202020395.02KIRK CALLISONOENKDCINFORMATION IS UNDER COPYRIGHT 2019 BY TWIST DESIGN, INC. ALL RIGHTS RESERVED. THIS MATERIAL MAY NOTBE PUBLISHED, BROADCAST, REWRITTEN OR REDISTRIBUTED WITHOUT WRITTEN CONSENT FROM TWIST DESIGN, INC.DPD DEDICATED APPROVAL STAMP SPACEFEDERAL WAYGODDARDSCHOOLTWIST DESIGN INC4444 WOODLAND PARK AVE N., SUITE 100SEATTLE, WA 98103 (206) 402 448404/27/21PERMIT DRAWINGS