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21-104309-Plan Set-04-12-2023-V3
THE GENERAL CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING ALL DEFERRED SUBMITTALS. THE GC'S SUBCONTRACTOR(S) SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH LOCAL AUTHORITIES AND ALL CURRENT CODES, REGULATIONS AND REQUIREMENTS.DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.MECHANICAL & PLUMBING:1. THE MECHANICAL & PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS.2. THE GC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MECHANICAL PERMITS.3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY PLUMBING PERMITS.ELECTRICAL:1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS.2. THE GC'S ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY ELECTRICAL PERMITS.FIRE PROTECTION/FIRE ALARM:1. THE FIRE PROTECTION & FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD. THE GC SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL ALL CODES, REGULATIONS AND REQUIREMENTS.2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY FIRE PROTECTION PERMITS.A.REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH EXISTING CONSTRUCTION.B.ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND REGULATIONS.C.ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S CONSTRUCTION DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET BUILDING CODES AND CONSTRUCTION STANDARDS.D.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS, OR BETWEEN THE PLANS AND SPECIFICATIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.E.THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE BEGINNING WORK.F.THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE.G.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED.H.GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. GC SHALL PROVIDE SHOP DWGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATION (SHALL INCLUDE RATED FIRE DOORS AND HARDWARE).I.ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE.J.THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE GC SHALL PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING CONSTRUCTION, CAREFULLY MAINTAIN AND PROTECT MONUMENTS, BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED; REPLACE AS REQUIRED.K.EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO THE OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT AND OWNER PRIOR TO INSTALLATION.L.MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED.M.INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE GC SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE, FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED.N.OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE CARBIDE-TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVER CUTTING TO A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES: MATCH ADJACENT EXISTING WORK.1Date1A101SIM1A101SIM1A101SIMA1011Ref1Ref1Ref1Ref1011tRoom name101150 SF0REVISION NO.DATE BELOWINDICATES REVIED AREADETAIL NO. DESIGNATIONSHEET THAT DETAIL IS SHOWNWALL SECTION NO.SHEET THAT SECTION IS SHOWNBLDG SECTION NO.SHEET THAT SECTION IS SHOWNSHEET INTERIOR ELEV SHOWNINTERIOR ELEV NO.SHEET KEYNOTEDOOR SCHEDULE KEY (CORRESPONDS TO ROOM NO. WHERE DOOR OCCURS)DOOR SUFFIXWINDOW SCHEDULE KEYROOM NO.ROOM AREADATUM POINT8'-0"ACTCEILING HEIGHTCEILING FINISHGRID DESIGNATIONNTRUE NORTHPROJECT NORTH#ZIn.WALL TYPESECTION TYPEINSUL. TYPE1SYMBOLS:@ AT& AND∠ANGLE℄CENTER LINE©COPYRIGHT°DEGREE∅DIAMETER =EQUAL>GREATER THAN<LESS THAN#NUMBER%PERCENTAGE ±PLUS/MINUS7PLATE ABBREVIATIONS:A.B.E. AVERAGE BUILDING ELEVATIONA/C AIR CONDITIONERADJADJUSTABLE, ADJACENTADMINADMINISTRATIONAFFABOVE FINISH FLOORAFGABOVE FINISH GRADEALUMALUMINUMANODANODIZEDAPPROXAPPROXIMATEALTALTERNATE ASR AUTOMATIC SPRINKLER RISERAVGAVERAGEBFFBELOW FINISH FLOORBFGBELOW FINISH GRADEBDBOARDBLDGBUILDINGB/SBUILDING STANDARD B.O.BOTTOM OFBOTBOTTOMBTWBETWEENCBCATCH BASINC.I.CAST IRONCIPCAST IN PLACECJCONTROL JOINT,CONSTRUCTION JOINTCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONT CONTINUOUSCONSTRCONSTRUCTIONCONTRCONTRACTORCPTCARPETCTCERAMIC TILEDFDRINKING FOUNTAINDSDOWNSPOUTDWGDRAWINGEAEACHELEVELEVATION, ELEVATORELECELECTRICALEJEXPANSION JOINTEQEQUALEXISTEXISTINGEJEXPANSION JOINTEXPEXPANSIONEXTEXTERIORF.C.I.C.FURNISH BY CONTRACTOR INSTALL BY CONTRACTORFDFLOOR DRAINFDNFOUNDATIONFFFINISH FLOORF.O.I.O.FURNISHED BY OWNER INSTALLED BY OWNERFECFIRE EXTINGUISHER CABINET F.O.I.C.FURNISHED BY OWNER, INSTALLED BY CONTRACTORFPHBFROST PROOF HOSE BIBBFRPFIBER REINFORCED PANEL(S)FTGFOOTINGGAGAUGEGALVGALVANIZEDGCGENERAL CONTRACTORGLPGYPSUM LATH & PLASTERGWBGYPSUM WALLBOARDHHIGH, HEIGHTHBHOSE BIBBHM HOLLOW METALHORIZHORIZONTALHTHEIGHTHTRHEATERINSULINSULATIONJT/JTS JOINT,JOINTSLLONG, LENGTHLAMLAMINATE, LAMINATEDL.F. LINEAR FOOT, LINEAL FOOTLW LIGHT WEIGHTLVLLEVELMASMASONRYMAXMAXIMUMM.B.S.METAL BUILDING SUPPLIERMCTMARMOLEUM COMPOSITE TILEMECHMECHANICALMEZZMEZZANINEMTLMETALMFGMANUFACTURINGMFRMANUFACTURERMHMANHOLEMIN MINIMUMMISCMISCELLANEOUSM.O.MASONRY OPENINGM.R.MOISTURE RESISTANTMTDMOUNTEDMTGMOUNTINGNICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALE0CON CENTERO.H.OVERHEADOPPOPPOSITEo/OVERPERPPERPENDICULARPLPLATE,P-LAMPLASTIC LAMINATEPLUMBPLUMBINGPNLPANEL, PANELINGPROJPROJECT, PROJECTEDPRVPRESSURE REDUCING VALVEPTPOINTQTQUARRY TILEQTRQUARTERRRADIUSRDROOF DRAINRLRAIN LEADERREC'DRECEIVEDREFREFRIGERATOR, REFERENCEREINFREINFORCINGREQ'DREQUIREDRFRUBBER FLOORINGRR RESTROOMROROUGH OPENINGROWPUBLIC RIGHT OF WAYS.A.M.SELF ADHESIVE MEMBRANESCHEDSCHEDULESCSOLID CORESFSQUARE FOOTAGESGSAFETY GLASSSHTSHEETSIMSIMILARSPECSPECIFICATIONSQSQUARESSSTAINLESS STEEL, SANITARY SEWER STDSTANDARDSTLSTEELSTRUCTSTRUCTURE, STRUCTURALSUSPSUSPENDEDSYSSYSTEMTTEMPERED, TREAD, TOPT&BTOP & BOTTOMTELTELEPHONETEMPTEMPEREDT>ONGUE & GROOVETGTEMPERED GLASST.O.TOP OFTYPTYPICALUTILUTILITYU.O.N. UNLESS OTHERWISE NOTEDVCTVINYL COMPOSITION TILEVERTVERTICALw/WITHw/oWITHOUTW-MATWALK OFF MATWPWATERPROOFWRWATER RESISTANTWRBWATER RESISTANT BARRIERWTWEIGHTWWMWELDED WIRE MESHWWFWELDED WIRE FABRICY.D.YARD DRAINPARCEL 1SITE ADDRESS:29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LEGAL DESCRIPTION:S 220 FT LY N OF & ADJ S 11 AC OF POR SW 1/4 OF NE 1/4 LY W OF ELY ARM OF DRAINAGE DIST LESS POR W OF ELY MGN MILITARY RDPARCEL NUMBER: 042104-9063JURISDICTION: CITY OF FEDERAL WAYSECTION/TOWNSHIP/RANGE: NE-4 -21-4PROPERTY ZONING:RM3600 (MULTI-FAMILY, 1 UNIT/3,600SF)SITE AREA: 86,684 S.F. (1.99 ACRES)PARCEL 2SITE ADDRESS:29414 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LEGAL DESCRIPTION:S 11 AC OF THAT POR OF SW 1/4 OF NE 1/4 LY W OF ELY ARM OF DRAINAGE DIST LESS POR WLY OF E MGN MILITARY RD LESS POR SELY OF LN BEG NXN NELY MGN MILITARY RD & DRAINAGE DITCH TH NWLY ALG SD RD MGN 248 FT TO TPOB SD LIMITING LN TH NELY IN STRAIGHT LN TAP ON SD DITCH 320 FT NELY OF BEG & END SD LNPARCEL NUMBER: 042104-9032JURISDICTION: CITY OF FEDERAL WAYSECTION/TOWNSHIP/RANGE: NE-4 -21-4PROPERTY ZONING:RM3600 (MULTI-FAMILY, 1 UNIT/3,600SF)SITE AREA: 21,344 S.F. (0.49 ACRES)PROPOSED PROJECTOCCUPANCY TYPE:A-3, PLACE OF RELIGIOUS WORSHIPTYPE OF CONSTRUCTION:II-B & III-BSPRINKLERED:YESOCC. SEPARATION REQ'D:2 HR @ EXTERIOR BEARING WALLS WHERE CONSTRUCTION TYPES MEETPROPOSED GROSS FLOOR AREA:12,465 SF -W/ OVERHANGS / COVERED AREASSEE SITE PLAN SHEET A1.10 FOR ADDITIONAL SITE INFORMATION AND AREA CALCULATIONS.PROJECT LOCATIONSITE AREADEFERRED SUBMITTALSGENERAL NOTESSHEET INDEXPROJECT TEAMSCOPE AND CODEPROJECT DATASYMBOLS LEGENDARCHITECTURAL ABBREVIATIONSMAGELLAN ARCHITECTS8383 158TH AVE NE, STE 208REDMOND, WA. 98052PH: (425) 885 -4300FAX: (425) 885 -4303RECORD ARCH:PM CONTACT:OWNER:ARCHITECT:GEOTECHINCAL ENGINEER:CIVIL ENGINEER:STRUCTURAL ENGINEER:Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T SVICINITY MAPLANDSCAPE:4/11/2023 10:38:47 AMAs indicatedMIDWAY SAMOAN A.O.G.NEW BUILDING29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 9800329276 MILITARY ROAD SFEDERAL WAY, WA 98003PH: (253) 815-9817CONTACT: LOMITUSI ASUA &PASTOR MATTHEW TAUMUAFONOlasaua@midwaysamoanaog.commtaumua@midwaysamoanaog.comJAMIE TRENDATHE RILEY GROUP, INC.17522 BOTHELL WAY NEBOTHELL, WA 98011PH: (425) 415-0551CONTACT:RICKY WANGRWang@Riley-Group.comMOMENTUM CIVIL ENGINEERINGCONSULTANTS1145 BROADWAY, SUITE 115TACOMA, WA 98402PH: (253) 405-4474CONTACT: MARC PUDISTSmarcp@momentumcivil.comDIBBLE ENGINEERS INC.1029 MARKET STREETKIRKLAND, WA 98033PH: (425) 828-4200CONTACT: TRAVIS COLLIANDERTravis@DibbleEngineers.comMIDWAY SAMOAN AOG CHURCHMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003COVER SHEETA0.1020-046JTSBPROCESS IV10/08/20NEW BUILDINGTHE BLUELINE GROUP25 CENTRAL WAY, SUITE 400KIRKLAND, WA 98033PH:(425) 215-4051CONTACT: CHRIS PETERSONcpetersen@thebluelinegroup.comNSCOPE OF WORK SUMMARY:NEW GROUND UP CHURCH FACILITY, PLAZA, COVERED PLAYGROUND, PARKING LOT, ADDITIONAL SITE DEVELOPMENTS AND CRITICAL AREAS (WETLANDS & STREAM) RESTORATION. DESIGN CODES:2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL FIRE CODE 2018INTERNATIONAL MECHANICAL CODE 2018 UNIFORM PLUMBING CODE 2018 WASHINGTON STATE ENERGY CODE 2020 NATIONAL ELECTRICAL CODE 2009ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIESARCHITECTURALA0.10 COVER SHEETA1.10 SITE PLANA1.11 A.B.E. & BUILDING HEIGHT CALCSA2.10 FLOOR PLANA2.11 ENLARGED PLANSA2.12 ENLARGED PLANSA2.20 LIGHTING PLANA2.21 LIGHTING PLANA3.10 EXTERIOR ELEVATIONSA3.11 EXTERIOR ELEVATIONSA3.20 EXTERIOR MATERIALSA5.10 BUILDING SECTIONSCIVILC1.0 PRELIMINARY DRAINAGE, GRADING, & RIGHT-OF-WAYPLANC1.1 DRAINAGE DETAILSC2.0 CLEARING & GRADING PLANC2.1 SITE SECTIONSC3.0 TOPOGRAPHIC SURVEYLANDSCAPEL1.0 TREE/VEGETATION RETENTION PLANL1.1 PLANTING PLANL2.1 PLANTING DETAILS, NOTES & SCHEDULEL2.2 PLANTING DETAILSTRAFFIC:TRANSPORTATION ENGINEERING NORTHWEST11400 SE 8TH STREER, SUITE 200BELLEVUE, WA 98004PH: (425) 889-6747CONTACT: MIKE CRIMMINScrimmins@tenw.comPROCESS IV SUBMITTALSYDNEY BODMAN JAMIE TRENDA (425)-885-430015/04/2215/04/2215/04/2215/04/2223/28/2323/28/23REVISIONSNO. DATE BY1 5/04/22 CITY2 3/28/23 CITY23/28/23 POSSIBLEWETLANDFLAGWL 1-1CATEGORY III WETLAND4 1 5 4 2 0413414416417 4 1 8 4194214224234154124134144114 1 1 4124134 1 5 4144204 1 6 4174184194 2 3 4244224204164234204174 2 2415416 4204254164174184194214224234244204164174184194214224234204174 1 8 4 1 9412412413414 4244254244254264234214 2 0 TMBPSSSS22' - 6" BUILDING15' - 0"ROW DEDICATION15' - 0"STREAM BUFFER100' - 0"BU I L D I N G 2 2 ' - 6 " 7 ' - 6 "(REDUCED 25%)80' - 0" WETLANDS BUFFERS 75o45' 32" W311.29'S 1 2 o 0 2 ' 3 3 " E 2 6 8 .7 9 'S 88o16' 59" E 1145.13' (D)510.98'N 28o13' 33" E 279.99'245.84' (C)NEW BUILDINGM I L I T A R Y R O A D S O U T H11223 4567884777991011113121273 0 ' - 4 "28' - 8 1/4"18' - 11"CATEGORY II WETLAND1313A2.121TYPE NS STREAMLANDSCAPEBUFFERSETBACKL A N D S C A P E B U F F E R (R E D U C E D 2 5 %) SE T B AC K (R E D U C ED 2 5 %)WETLANDS5' - 0"BUFFER5' - 0"24' - 0"2 0 ' - 0 " 3 0 ' - 0 "19' - 3"4' - 0"10' - 0"2 5 ' - 0 " 1 0 ' - 0 "144 8 ' - 8 "39' - 2"(REDUCED 25%)(REDUCED 25%)CONCRETE ROADWAY3 0 ' - 0 "17' - 0"16' - 0"ASPHALT SHOULDER1515151417' - 6"PROJECT INFORMATIONSITE PLAN KEYNOTESSITE AREA CALCULATIONS AND CONDITIONSTOTAL SITE AREA: 108,028 S.F. (2.48 ACRES)ROW DEDICATION AREA: 5,178 S.F.REMAINING SITE AREA: 102,850 S.F. (2.36 ACRES)EXISTING LOT COVERAGE: 20%(20,550 S.F.)LOT COVERAGE MAXIMUM: 75%(77,138 S.F.)LOT COVERAGE PROPOSED: 25.2%(25,965 S.F.)CRITICAL AREAS DESIGNATION(S): CATEGORY III WETLANDTYPE NS STREAMTREE RETENTION REQUIREMENTS: 30 TREE UNITS/ACRESPARKING REQUIREMENTS & CALCULATIONS PER FWRC 19.205.100:REQUIRED PARKING:1 VEHICLE STALL PER 5 SEATS OR 10' OF BENCH SEATING.PARKING PROVIDED:ON SITE: 25 VEHICLE SPACESOFF SITE: 30 VEHICLE SPACES *CONTINUOUS SHUTTLE TO SERVICE OFF-SITE PARKING FOR MINIMUM 1 HOUR BEFORE AND AFTER EACH SCHEDULED SERVICE.MAX CONGREGANTS IN SANCTURARY: 220 OCCUPANTS SHOWN IN SANCTUARY220 / 5 = 45 STALLSVEHICLE STALL SIZE REQUIREMENTS:BUILDING SETBACKS: REQUIRED PROPOSED NORTH: 30' >72'EAST: 30' >100'SOUTH: 30' 30'WEST: 30' 30'SEE SHEET A1.11 FOR THE FOLLOWING INFORMATION:- AVERAGE BUILDING ELEVATION DIAGRAM & CALCULATIONS- MAXIMUM & PROPOSED BUILDING HEGHTSITE PLAN NOTESINFO FOR BUILDABLE LANDS CALCSA. EXISTING CONDITIONS WERE DERIVED FROM SURVEY DATED 09-14-2021 BY INFORMATION LAND SURVEY. REFER TO COVER SHEET A0.10 FOR ADDITIONAL SURVEYOR INFORMATION.B. ACCESSIBLE ROUTES OF TRAVEL NOT TO EXCEED 5% SLOPE IN THE DIRECTION OF TRAVEL AND 2% CROSS SLOPE. CATEGORY ACRES GROSS LAND AREA - ACREAGE OF THE SITE PRIOR TO ANY DEDICATIONS OR SET-ASIDES. 2.48CRITICAL AREAS - ACREAGE PRECLUDED FROM DEVELOPMENT DUE TO WETLANDS AND BUFFER; STREAMS AND BUFFERS; REGULATED LAKES AND BUFFERS; SHORELINE SETBACKS; FLOOD HAZARDS AREAS; EROSION HAZARD AREAS; AND/OR LANDSLIDE HAZARD AREAS. 1.75ROW DEDICATION AREA-0.12PUBLIC PURPOSE - ACREAGE OF SITE TO BE USED FOR RETENTION/ DETENTION/DRAINAGE FACILITIES;OPEN SPACE AND PARKS; OR OTHER ON-SITE PUBLIC FACILITIES. DO NOT INCLUDE PUBLIC UTILITIES EASEMENTS OR LANDSCAPING. 0.08NET LAND AREA - GROSS LAND MINUS CRITICAL AREAS, RIGHT OF WAY, AND PUBLIC PURPOSE. 0.53PUBLIC PURPOSE AREASPLAZA AREA: 1,064 SFPLAYGROUND AREA: 1,152 SFUNDERCOVER WALKWAY AREA: 1,400 SFCopyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:49 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003SITE PLANA1.1020-046JTJBPROCESS IV10/08/20NEW BUILDING1" = 20'-0"1SITE PLAN020'10'40'N1 WETLANDS BUFFER REMEDIATION LANDSCAPING2 ASPHALT PARKING LOT3 COVERED WALKWAY - EXPOSED AGGREGATE4 PLAYGROUND AREA - CONCRETE PAVEMENT - SAFETYSURFACE INSTALLED OVER CONCRETE AT PLAYEQUIPMENT, PLAY EQUIPMENT TBD BY OWNER5 UNDERGROUND STORMWATER VAULT6 REMOVE EXISTING SEPTIC7 REMOVE EXISTING STRUCTURE8 TRASH ENCLOSURE AREA WITH GATE, SEE 3/A3.10 FORADDITIONAL INFORMATION.9 U SHAPED BICYCLE RACK10 CONCRETE SITE RAMP TO NEW SIDEWALK - 6' MINIMUM11 NEW SIDEWALK AND PLANTER STRIP IN ROW DEDICATION12 WIDEN DRIVEWAY PER CIVIL DRAWINGS13 PLAZA - STAMPED CONCRETE14 WETLANDS BUFFER FENCE15 NEW 4'-0" HIGH SOLID WOOD FENCENOTE: SEE SHEET A0.10 FOR VICINITY MAP, CONSTRUCTION TYPE, OCCUPANCY CLASSIFICATION AND ADDITIONAL PROJECT INFORMATIONJAMIE TRENDA (425)-885-430015/04/22REVISIONSNO. DATE BY1 5/04/22 CITY2 3/28/23 CITY23/28/23SPACE TYPE DIMENSIONSCOMMON 18' X 9'COMPACT 16' X 8'ACCESSIBLE 18' x 9' w/ AISLE A.B.C.D.NEW BUILDINGM I L I T A R Y R O A D S O U T HCATEGORY II WETLAND(MIDPOINT ELEVATIONS) x (LENGTH OF WALL SEGMENTS)(TOTAL LENGTH OF WALL SEGMENTS)(A x a) + (B x b) + (C x c) + (D x d)(a + b + c + d)(417.21' x 131.5') + (414.9' x 87.33') + (417.5' x 131.5') + (417.9' x 87.33')(131.5' + 87.33' + 131.5' + 87.33')(54,863.115') + (36,233.217') + (54,901.25') + (36,498.207')(131.5' + 87.33' + 131.5' + 87.33')(182,495.789')(437.66')= 416.98'GROUND FLOOR ELEVATION: 419.35' (2.375' ABOVE A.B.E.)PROPOSED HEIGHT: 30'-0" A.F.FTOTAL BUILDING HEIGHT: 446.98'A.B.E. CALCULATION-OPTION 1BUILDING HEIGHT CALCULATIONMAXIMUM HEIGHT: 30' ABOVE A.B.E. (446.98')PER FWRC 19.205.100*TO INCREASE TO 55' EACH REQUIRED YARD ABUTTING THE STRUCTURE ISINCREASED ONE FT. FOR EACH 1'-0". THE STRUCTURE EXCEEDS 30' ABOVE A.B.E.AVERAGE BUILDING ELEVATION: 416.98'Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:50 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003A.B.E. & BUILDINGHEIGHT CALCSA1.1120-046JTSBPROCESS IV10/08/20NEW BUILDING1" = 40'-0"1A.B.E. SITE PLAN DIAGRAM1/4" = 1'-0"A.B.E. & HEIGHT CALCULATIONSJAMIE TRENDA (425)-885-430015/04/22REVISIONSNO. DATE BY1 5/04/22 CITY A3.112A3.11A3.10A3.10121123456789ABCDEF2A5.101A5.1025' - 7"22' - 10"22' - 2"14' - 0"2' - 9"25' - 7"59' - 0"2' - 9"87' - 4"20' - 1"19' - 0"18' - 0"18' - 0"18' - 0"15' - 0"8' - 10"10' - 1"127' - 0"123456789101112131415161718842 SFCHILDREN'SAREA1410 SFCLASSROOM 42410 SFCLASSROOM 33410 SFCLASSROOM 24410 SFCLASSROOM 15230 SFMEN6229 SFWOMEN7121 SFMECH/ELECSTORAGE8SPRINKLERRISER9JANITOR1047 SFPANTRY111990 SFKITCHEN12158 SFLOUNGE13RR14149 SFTREASURYOFFICE15146 SFPASTOR'SOFFICE1671 SFCOOLER17116815151STAGE7814101010101024101919103335' - 0"8' - 0 3/4"8' - 6"4' - 9 1/2"3003 SFSANCTUARY181' - 6"ATRIUM202020202122232423242324232424777412233107474447721212312596' - 0 11/32"A2.111A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.B. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N.C. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES.D. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.E. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.F. GC TO PROVIDE SHOP DWGS FOR CASEWORK. PLAN NOTESKEY NOTESCopyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:51 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003FLOOR PLANA2.1020-046JTSBPROCESS IV10/08/20NEW BUILDING1/8" = 1'-0"1FLOOR PLAN - LEVEL 1N08'4'16'1 SEALED CONCRETE2 LVT VINYL - WOOD PLANK FINISH3 LVT VINYL4 CARPET SQUARES5 GWB TO 12'-0" AFF - PAINTED; BLACK-FACED VAPORBARRIER ABOVE TO STRUCTURE6 #5 ALTERNATE: MDF TO 12'-0" AFF - STAINED;BLACK-FACED VAPOR BARRIER ABOVE TO STRUCTURE7 GWB TO 6" ABOVE CEILING - PAINTED8 GWB TO 6" ABOVE CEILING - TILE FINISH TO 49" AFF,PAINTED ABOVE9 OPEN TO STUCTURE WITH ACOUSTICAL CLOUDS & LEDSUSPENDED LIGHTS10 ACOUSTICAL TILE CEILING WITH LED TROFFER LIGHTS11 ACOUSTICAL TILE CEILING (VINYL-FACED FINISHED)WITH LED TROFFER LIGHTS12 GYPSUM BOARD CEILING WITH CAN LIGHTS13 STAGE CONTRUCTION OVERBUILT ABOVE SLAB PERSECTIONS14 RAMP CONSTRUCTION OVERBUILT SIMILAR TO STAGECONSTRUCTION15 OPERABLE PARTITION WALL (MODERNFOLD ORSIMILAR)16 TOILET STALL PARTITIONS - COLOR - THRU PHENOLIC17 COMMERCIAL KITCHEN WITH TYPE 1 KITCHEN HOOD,EXHAUST FAN, AND EXTERIOR GREASE INTERCEPTOR18 PASS-THROUGH OPENING WITH ROLL-UP GRILLE19 CHILDREN'S STAGE PLATFORM 1'-0" A.F.F. WITH ONESTEP20 KITCHENETTE WITH SINK, MICROWAVE, REFRIGERATORAND CASEWORK21 3-COMPARTMENT SINK22 HAND SINK23 STOREFRONT GLAZING SYSTEM24 CANOPY ABOVEJAMIE TRENDA (425)-885-430015/04/22REVISIONSNO. DATE BY1 5/04/22 CITY 123AB1149 SFTREASURYOFFICE15146 SFPASTOR'SOFFICE16ATRIUM23Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:52 AM1/4" = 1'-0"MIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003ENLARGED PLANSA2.1120-046JTJBPROCESS IV10/08/20NEW BUILDING1/4" = 1'-0"1PLAZA FURNATURE LAYOUT15/04/22REVISIONSNO. DATE BY1 5/04/22 CITY Rear-Load Garbage TruckCopyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:52 AM1" = 10'-0"MIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003ENLARGED PLANSA2.1220-046JTJBPROCESS IV10/08/20NEW BUILDING1" = 10'-0"1SITE PLAN - TRASH ROUTE15/04/22REVISIONSNO. DATE BY1 5/04/22 CITY2 3/28/23 CITY23/28/23 A3.112A3.11A3.10A3.10121123456789ABCDEF2A5.101A5.109' - 0"9' - 0"9' - 0"9' - 0"9' - 2 1/2"9' - 2 1/2"9' - 6"6' - 0"6' - 3"6' - 3 1/4"6' - 3"6' - 3"6' - 3"6' - 3"10' - 5 3/4"4' - 0"12' - 6 1/4"12' - 6"12' - 6"14' - 5 3/4"18' - 0"18' - 0"18' - 5"15' - 6"4' - 0"4' - 0"3' - 0"6' - 0"0' - 6"2' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"0' - 6"10' - 0"10' - 0"10' - 0"10' - 0"3' - 0"4' - 0"4' - 0"EQEQ8' - 0"25' - 7"22' - 10"22' - 2"16' - 9"EQEQEQEQ9' - 0"8' - 8"2' - 3"2' - 1"11' - 0"9' - 1"4' - 4"4' - 4"0' - 11"7' - 9"4' - 4"4' - 4"8' - 8"1' - 5"1111111222122111122A. DO NOT SCALE DWGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.B. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GWB TO FINISH FACE OF GWB UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED 'CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES. U.O.N.C. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES.D. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.E. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.F. GC TO PROVIDE SHOP DWGS FOR CASEWORK. PLAN NOTESKEY NOTESCopyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:53 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LIGHTING PLANA2.2020-046JTSBPROCESS IV10/08/20NEW BUILDING1/8" = 1'-0"1T.O. SLABN08'4'16'JAMIE TRENDA (425)-885-4300N08'4'16'1 PROPOSED LOCATION OF RECESSED CAN LIGHT2 PROPOSED LOCATION OF WALL SCONCE LIGHT15/04/22REVISIONSNO. DATE BY1 5/04/22 CITY Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:54 AMMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LIGHTING PLANA2.2120-046JTSBPROCESS IV10/08/20NEW BUILDINGJAMIE TRENDA (425)-885-4300REVISIONSNO. DATE BY T.O. SLAB0' - 0"1234567892A5.10T.O. ARCADE11' - 3"T.O. PARAPET14' - 0"2' - 4 1/2"11' - 3"2' - 9"12' - 9 3/4"0' - 9 3/4"1112345667(419.35')A.B.E. (416.98')-2' - 4 1/2"T.O. METAL BLDG ROOF27' - 7 1/2"T.O. SLOPED OVERHANG26' - 9 3/4"T.O. CROSS33' - 0"30'-0" HEIGHT MAXIMUM568910114212121516101717171718T.O. SLAB0' - 0"ABCDEF1A5.10T.O. ARCADE11' - 3"T.O. PARAPET14' - 0"2' - 4 1/2"11' - 3"2' - 9"12' - 9 3/4"0' - 9 3/4"A.B.E. (416.98')-2' - 4 1/2"T.O. METAL BLDG ROOF27' - 7 1/2"T.O. SLOPED OVERHANG26' - 9 3/4"30'-0" HEIGHT MAXIMUMT.O. CROSS33' - 0"11112132134669141414108151691717OUR DESIGN INTENT IS TO UTILIZE A TRADITIONAL METAL BUILDING STRUCTURE FOR THE ENTRY AND INTO THE SANCTUARY GATHERING SPACE. THESE MATERIALS ARE AN ATTEMPT TO MINIMIZE COST FOR THE CHURCH WHILE PRODUCING AN ATTRACTIVE, DURABLE BUILDING WITH CONTEMPORARY EXTERIOR MATERIALS. TO ACCOMMODATE THE ADDITIONAL SPACES NEEDED BY THE CONGREGATION, WE WILL UTILIZE METAL FRAMING IN A TYPICAL RAIN SCREEN WALL ASSEMBLY WITH MATCHING METAL PANELS OF VARIOUS TEXTURES. AS DESIGNED, THE TRESPA LAP SIDING WOOD GRAIN PANELS WILL BE ARRANGED IN A GRAPHIC DESIGN AND INSET BETWEEN CORRUGATED METAL PANELS. THIS POP OF WOOD TEXTURE WILL CREATE ADDITIONAL VISUAL INTEREST WITHIN THE FAÇADE, AS WELL AS AN EMBLEM FOR THE CHURCH WITHIN THE NEIGHBORHOOD. THESE SMALLER, TRADITIONALLY FRAMED SPACES HELP PROVIDE THE MODULATION AND ARTICULATION REQUIRED BY THE DESIGN CODE. SIMILARLY THE REDUCTION IN HEIGHT EMPHASIZES A HUMAN SCALE WHERE THE BUILDING ABUTS THE RIGHT-OR-WAY AND ADJACENT RESIDENCES.DESIGN INTENTELEVATION KEYNOTESGENERAL NOTES1. ALL EXTERIOR STEEL TO BE GALVANIZED.2. SEE SHEET A1.11 FOR A.B.E. & BUILDING HEIGHT CALCULATIONS.3. USE SPECIFIC MATERIALS OR EQUIVALENT SUBSTITUTIONS TO BE APPROVED BY ARCHITECT.4. STOREFRONT, WINDOWS, AND GLASS DOOR U-VALUES SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE (2018) MAXIMUMS.FRONT ELEVATION6'-0" A.F.F.T.O. ENCLOSURE5'-6" A.F.F.T.O. GATE16' - 8"0'-6" A.F.F.B.O. CLADDINGMETAL GATE, COLOR TBD(2) GATE CANE BOLTSSIDE ELEVATION6'-0" A.F.F.T.O. ENCLOSURETRESPA LAP SIDING OVER CMU ENCLOSURE, TYP15' - 4"PARAPET FLASHING, FINISH TO MATCH CLADDING0'-6" A.F.F.B.O. CLADDINGREAR ELEVATION16' - 8"6'-0" A.F.F.T.O. ENCLOSURE0'-6" A.F.F.B.O. CLADDINGEXPOSED CMU, TYPTRESPA LAP SIDING OVER CMU ENCLOSURE, TYPPARAPET FLASHING, FINISH TO MATCH CLADDINGEXPOSED CMU, TYPTRESPA LAP SIDING OVER CMU ENCLOSURE, TYPCopyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:56 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIORELEVATIONSA3.1020-046JTSBPROCESS IV10/08/20NEW BUILDING1/8" = 1'-0"1FRONT ELEVATION - NORTH1/8" = 1'-0"2SIDE ELEVATION - WEST1 METAL PANEL - VERTICLE SEAM, TYP2 TRESPA LAP SIDING PANEL - WOOD GRAIN, TYP3 ALUMINUM STOREFRONT SYSTEM WITH BREAK METAL AT COLUMNSBETWEEN GLAZING4 ALUMINUM STOREFRONT DOOR, TYP5 HOLLOW METAL DOOR6 METAL PANEL DOOR/ WINDOW HEAD TRIM, TYP7 COVERED WALKWAY CONTRUCTION PER SECTIONS8 CROSS STRUCTURE - W-SECTION STEEL BEAMS, PAINTED WHITE9 CANOPY CONTRUCTION PER SECTIONS10 COLUMN BASE - CEMENT MASONRY, TYP11 WALKWAY SUPPORT COLUMN - PAINTED, TYP12 SOFFIT CONTRUCTION PER SECTIONS13 SCREEN PANEL - CUSTOM LASER-CUT METAL PANEL14 METAL PANEL - FLAT15 HVAC TO BE SCREENED BEHIND RAISED PARAPET16 PROPOSED LOCATION OF CHURCH SIGNAGE, DESIGN TBD; TO BECOMPLETED UNDER SEPARATE SIGNAGE PERMIT17 PROPOSED LOCATION OF RECESSED CAN LIGHT18 PROPOSED LOCATION OF WALL SCONCE LIGHT08'4'16'08'4'16'1/4" = 1'-0"3TRASH ENCLOSURE ELEVATIONSJAMIE TRENDA (425)-885-430015/04/22REVISIONSNO. DATE BY1 5/04/22 CITY T.O. SLAB0' - 0"1234567892A5.10T.O. PARAPET14' - 0"0' - 9 3/4"12' - 9 3/4"2' - 4 1/2"1A.B.E. (416.98')-2' - 4 1/2"T.O. METAL BLDG ROOF27' - 7 1/2"30'-0" HEIGHT MAXIMUMT.O. SLOPED OVERHANG26' - 9 3/4"T.O. CROSS33' - 0"12333314561344477141515151516161614' - 0"T.O. SLAB0' - 0"ABCDEF1A5.10T.O. ARCADE11' - 3"T.O. PARAPET14' - 0"12' - 4 1/2"11' - 3"2' - 9"A.B.E. (416.98')-2' - 4 1/2"T.O. METAL BLDG ROOF27' - 7 1/2"T.O. CROSS33' - 0"30' - 0" HEIGHT MAXIMUM172589910111247741515151515OUR DESIGN INTENT IS TO UTILIZE A TRADITIONAL METAL BUILDING STRUCTURE FOR THE ENTRY AND INTO THE SANCTUARY GATHERING SPACE. THESE MATERIALS ARE AN ATTEMPT TO MINIMIZE COST FOR THE CHURCH WHILE PRODUCING AN ATTRACTIVE, DURABLE BUILDING WITH CONTEMPORARY EXTERIOR MATERIALS. TO ACCOMMODATE THE ADDITIONAL SPACES NEEDED BY THE CONGREGATION, WE WILL UTILIZE METAL FRAMING IN A TYPICAL RAIN SCREEN WALL ASSEMBLY WITH MATCHING METAL PANELS OF VARIOUS TEXTURES. AS DESIGNED, THE TRESPA LAP SIDING WOOD GRAIN PANELS WILL BE ARRANGED IN A GRAPHIC DESIGN AND INSET BETWEEN CORRUGATED METAL PANELS. THIS POP OF WOOD TEXTURE WILL CREATE ADDITIONAL VISUAL INTEREST WITHIN THE FAÇADE, AS WELL AS AN EMBLEM FOR THE CHURCH WITHIN THE NEIGHBORHOOD. THESE SMALLER, TRADITIONALLY FRAMED SPACES HELP PROVIDE THE MODULATION AND ARTICULATION REQUIRED BY THE DESIGN CODE. SIMILARLY THE REDUCTION IN HEIGHT EMPHASIZES A HUMAN SCALE WHERE THE BUILDING ABUTS THE RIGHT-OR-WAY AND ADJACENT RESIDENCES.DESIGN INTENTELEVATION KEYNOTESGENERAL NOTES1. ALL EXTERIOR STEEL TO BE GALVANIZED.2. SEE SHEET A1.11 FOR A.B.E. & BUILDING HEIGHT CALCULATIONS.3. USE SPECIFIC MATERIALS OR EQUIVALENT SUBSTITUTIONS TO BE APPROVED BY ARCHITECT.4. STOREFRONT, WINDOWS, AND GLASS DOOR U-VALUES SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE (2018) MAXIMUMS.Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:57 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIORELEVATIONSA3.1120-046JTSBPROCESS IV10/08/20NEW BUILDING1/8" = 1'-0"1REAR ELEVATION - SOUTH1/8" = 1'-0"2SIDE ELEVATION - EAST1 METAL PANEL - VERTICLE SEAM, TYP2 TRESPA LAP SIDING PANEL - WOOD GRAIN, TYP3 ALUMINUM STOREFRONT SYSTEM4 CANOPY CONTRUCTION PER SECTIONS5 CROSS STRUCTURE - W-SECTION STEEL BEAMS, PAINTED WHITE6 METAL PANEL - FLAT7 METAL PANEL DOOR/ WINDOW HEAD TRIM, TYP8 WALKWAY SUPPORT COLUMN - PAINTED, TYP9 COLUMN BASE - CEMENT MASONRY, TYP10 HOLLOW METAL DOOR11 COVERED WALKWAY CONTRUCTION PER SECTIONS12 SOFFIT CONTRUCTION PER SECTIONS13 HVAC TO BE SCREENED BEHIND RAISED PARAPET14 PROPOSED LOCATION OF CHURCH SIGNAGE, DESIGN TBD; TO BECOMPLETED UNDER SEPARATE SIGNAGE PERMIT15 PROPOSED LOCATION OF RECESSED CAN LIGHT16 PROPOSED LOCATION OF WALL SCONCE LIGHT08'4'16'08'4'16'JAMIE TRENDA (425)-885-430015/04/22REVISIONSNO. DATE BY1 5/04/22 CITY OUR DESIGN INTENT IS TO UTILIZE A TRADITIONAL METAL BUILDING STRUCTURE FOR THE ENTRY AND INTO THE SANCTUARY GATHERING SPACE. THESE MATERIALS ARE AN ATTEMPT TO MINIMIZE COST FOR THE CHURCH WHILE PRODUCING AN ATTRACTIVE, DURABLE BUILDING WITH CONTEMPORARY EXTERIOR MATERIALS. TO ACCOMMODATE THE ADDITIONAL SPACES NEEDED BY THE CONGREGATION, WE WILL UTILIZE METAL FRAMING IN A TYPICAL RAIN SCREEN WALL ASSEMBLY WITH MATCHING METAL PANELS OF VARIOUS TEXTURES. AS DESIGNED, THE TRESPA LAP SIDING WOOD GRAIN PANELS WILL BE ARRANGED IN A GRAPHIC DESIGN AND INSET BETWEEN CORRUGATED METAL PANELS. THIS POP OF WOOD TEXTURE WILL CREATE ADDITIONAL VISUAL INTEREST WITHIN THE FAÇADE, AS WELL AS AN EMBLEM FOR THE CHURCH WITHIN THE NEIGHBORHOOD. THESE SMALLER, TRADITIONALLY FRAMED SPACES HELP PROVIDE THE MODULATION AND ARTICULATION REQUIRED BY THE DESIGN CODE. SIMILARLY THE REDUCTION IN HEIGHT EMPHASIZES A HUMAN SCALE WHERE THE BUILDING ABUTS THE RIGHT-OR-WAY AND ADJACENT RESIDENCES.DESIGN INTENTGENERAL NOTES1. ALL EXTERIOR STEEL TO BE GALVANIZED.2. USE SPECIFIC MATERIALS OR EQUIVALENT SUBSTITUTIONS TO BE APPROVED BY ARCHITECT.3. STOREFRONT, WINDOWS, AND GLASS DOOR U-VALUES SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE (2018) MAXIMUMS.METAL PANEL -VERTICAL SEAMMETAL PANEL -WOOD GRAINMETAL PANEL -FLAT PANELMANUFACTURER: AMERICAN BUILDINGS COMPANYMODEL: SHADOWFINISH: SLATE GRAYCOLOR CODE:IR .47 SRI 54MATERIAL:24 GA STEELPANEL WIDTH:16"PANEL DEPTH: 3"MANUFACTURER: TRESPAMODEL: METEONCOLOR:MILANO TERRACOLOR CODE:NW16FINISH: MATTEMATERIAL:HIGH PRESSURE COMPACT LAMINATETYPE:SINGLE SIDEDGRADE:STANDARDPANEL SIZE:TBDPANEL THICKNESS: TBDMANUFACTURER: AMERICAN BUILDINGS COMPANYMODEL: FLAT INSULATED WALL PANELFINISH: REFLECTIVE WHITECOLOR CODE:IR .63 SRI 76MATERIAL:24 GA STEELPANEL WIDTH:40"PANEL DEPTH: 3"NOTE: ARCHITECTURAL FINISHEXPOSED CONCRETECOVERED WALKWAY / CANOPYSTOREFRONT SYSTEMMANUFACTURER: SHERWIN WILLIAMSCOLOR:PASSIVECOLOR CODE:SW 7064WINDOW FRAMESMANUFACTURER: TBDCOLOR:SATIN POLISHEDCOLOR CODE:TBDMANUFACTURER: TBDCOLOR:DARK GRAYCOLOR CODE:TBDH.M. DOORS & HEADERSMANUFACTURER: SHERWIN WILLIAMSCOLOR:PEPPERCORNCOLOR CODE:SW 7674CANOPIESBOD MANUFACTURER: MAPESMODEL: SUPER LUMIDECK / FLAT SOFFITFINISH: DARK BRONZE / BLACKMATERIAL:ALUMINUMMETAL PANEL -CULTURAL SCREENMANUFACTURER: AMERICAN BUILDINGS COMPANYMODEL: ARCHITECTURAL "V" RIBFINISH: SLATE GRAYCOLOR CODE:IR .47 SRI 54MATERIAL:24 GA STEELPANEL WIDTH:16"PANEL DEPTH: 3"Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:58 AM1/4" = 1'-0"MIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIOR MATERIALSA3.2020-046JTSBPROCESS IV10/08/20NEW BUILDINGJAMIE TRENDA (425)-885-4300REVISIONSNO. DATE BY T.O. SLAB0' - 0"ABCDEF1A5.10T.O. ARCADE11' - 3"T.O. PARAPET14' - 0"2' - 9"14' - 0"22' - 2"22' - 10"25' - 7"123A.B.E. (416.98')-2' - 4 1/2"T.O. SLOPED OVERHANG26' - 9 3/4"1115546781/4" / 1'-0"99101112131415410 SFCLASSROOM 333003 SFSANCTUARY18ATRIUM31/4" / 1'-0"T.O. SLAB0' - 0"1234567892A5.10T.O. PARAPET14' - 0"20' - 1"19' - 0"18' - 0"18' - 0"18' - 0"15' - 0"8' - 10"10' - 1"1423A.B.E. (416.98')-2' - 4 1/2"T.O. METAL BLDG ROOF27' - 7 1/2"T.O. SLOPED OVERHANG26' - 9 3/4"1/4" / 1'-0"3/4" / 1'-0"7/8" / 1'-0"3003 SFSANCTUARY18158 SFLOUNGE1372 SFRR14ATRIUM111113355678999101111121314SECTION KEYNOTESGENERAL NOTES1. ALL EXTERIOR STEEL TO BE GALVANIZED.2. SEE SHEET A1.11 FOR A.B.E. & BUILDING HEIGHT CALCULATIONS.3. INTERIOR STEEL COLUMNS TO BE DESIGNED BY METAL BUILDING DESIGNER4. STOREFRONT, WINDOWS, AND GLASS DOOR U-VALUES SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE (2018) MAXIMUMS.Copyright c 2018 Magellan Associates PLLCCopyright c 2018 Magellan Associates PLLCAll rights reserved. The documents prepared by the Architect for this project are instruments of the Architect's service for use solely with respect to this project. No part of this plan may be copied, reproduced, or transmitted in any form or by any means, electronic or mechanical (including photocopying, recording, or any information retrieval system), without the express written approval of Magellan Associates PLLC. No derivative works of this plan may be made without prior written permission. The purchase of this set of plans entitles the purchaser to use this set of plans for the construction of only one building. The purchase of additional set(s) of plans does not entitile the purchaser to construct more than one building.JOB NUMBER:CHECKED:STATUS:DRAWN:CAD FILE:PLOT DATE:24"x36" SCALE:ISSUE DATESDESIGN APPROVAL:CONSTR. DOCS:BID DOCS:PERMIT RECEIVED:PERMIT SUBMITTAL:8383 158th Avenue Northeast, Suite 280Redmond, Washington 98052Tel (425) 885-4300 Fax (425) 885-4303www.magellanarchitects.comageManllA R C H I T E C T S4/11/2023 10:38:59 AMAs indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003BUILDING SECTIONSA5.1020-046JTSBPROCESS IV10/08/20NEW BUILDING1/8" = 1'-0"2NORTH-SOUTH BUILDING SECTION1/8" = 1'-0"1EAST-WEST BUILDING SECTION1 FOUNDATION DRAINS2 EXTERIOR PAVING - BROOM-FINISH CONCRETE WITH 5'X5'CONTRUCTION/ CONTROL JOINTS3 TYPICAL SLAB CONTRUCTION4 STAGE PLATFORM CONSTRUCTION5 TYPICAL SPREAD FOOTINGS (APPROX 18" DEEP) AT EXTERIORCOLUMNS6 EXTERIOR COLUMN7 TYPICAL COVERED WALKWAY CONSTRUCTION8 TYPICAL SOFFIT CONSTRUCTION9 TYPICAL METAL BUILDING EXTERIOR WALL CONSTRUCTION10 TYPICAL METAL BUILDING INTERIOR WALL CONSTRUCTION11 TYPICAL FRAMED INTERIOR WALL CONSTRUCTION12 TYPICAL PARAPET CONSTRUCTION13 TYPICAL EXTERIOR WALL CONSTRUCTION14 TYPICAL ROOF CONSTRUCTION15 TYPICAL WINDOW CANOPY CONSTRUCTIONJAMIE TRENDA (425)-885-4300REVISIONSNO. DATE BY