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21-104309-Plan Set-10-14-2021-V1
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. 1 Date 1 A101 SIM 1 A101 SIM 1 A101 SIM A101 1 Ref 1 Ref1 Ref 1 Ref101 1t Room name 101 150 SF 0 REVISION NO. DATE BELOW INDICATES REVIED AREA DETAIL NO. DESIGNATION SHEET THAT DETAIL IS SHOWN WALL SECTION NO. SHEET THAT SECTION IS SHOWN BLDG SECTION NO. SHEET THAT SECTION IS SHOWN SHEET INTERIOR ELEV SHOWN INTERIOR ELEV NO. SHEET KEYNOTE DOOR SCHEDULE KEY (CORRESPONDS TO ROOM NO. WHERE DOOR OCCURS) DOOR SUFFIX WINDOW SCHEDULE KEY ROOM NO. ROOM AREA DATUM POINT 8'-0" ACT CEILING HEIGHT CEILING FINISH GRID DESIGNATION N TRUE NORTH PROJECT NORTH #Z In. WALL TYPE SECTION TYPE INSUL. TYPE 1 SYMBOLS: @ AT & AND ∠ANGLE ℄CENTER LINE ©COPYRIGHT °DEGREE ∅DIAMETER =EQUAL >GREATER THAN <LESS THAN #NUMBER %PERCENTAGE ±PLUS/MINUS 7 PLATE ABBREVIATIONS: A.B.E. AVERAGE BUILDING ELEVATION A/C AIR CONDITIONER ADJ ADJUSTABLE, ADJACENT ADMIN ADMINISTRATION AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ALT ALTERNATE ASR AUTOMATIC SPRINKLER RISER AVG AVERAGE BFF BELOW FINISH FLOOR BFG BELOW FINISH GRADE BD BOARD BLDG BUILDING B/S BUILDING STANDARD B.O.BOTTOM OF BOT BOTTOM BTW BETWEEN CB CATCH BASIN C.I.CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT, CONSTRUCTION JOINT CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS CONSTR CONSTRUCTION CONTR CONTRACTOR CPT CARPET CT CERAMIC TILE DF DRINKING FOUNTAIN DS DOWNSPOUT DWG DRAWING EA EACH ELEV ELEVATION, ELEVATOR ELEC ELECTRICAL EJ EXPANSION JOINT EQ EQUAL EXIST EXISTING EJ EXPANSION JOINT EXP EXPANSION EXT EXTERIOR F.C.I.C.FURNISH BY CONTRACTOR INSTALL BY CONTRACTOR FD FLOOR DRAIN FDN FOUNDATION FF FINISH FLOOR F.O.I.O.FURNISHED BY OWNER INSTALLED BY OWNER FEC FIRE EXTINGUISHER CABINET F.O.I.C.FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FPHB FROST PROOF HOSE BIBB FRP FIBER REINFORCED PANEL(S) FTG FOOTING GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GLP GYPSUM LATH & PLASTER GWB GYPSUM WALLBOARD H HIGH, HEIGHT HB HOSE BIBB HM HOLLOW METAL HORIZ HORIZONTAL HT HEIGHT HTR HEATER INSUL INSULATION JT/JTS JOINT,JOINTS L LONG, LENGTH LAM LAMINATE, LAMINATED L.F. LINEAR FOOT, LINEAL FOOT LW LIGHT WEIGHT LVL LEVEL MAS MASONRY MAX MAXIMUM M.B.S.METAL BUILDING SUPPLIER MCT MARMOLEUM COMPOSITE TILE MECH MECHANICAL MEZZ MEZZANINE MTL METAL MFG MANUFACTURING MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS M.O.MASONRY OPENING M.R.MOISTURE RESISTANT MTD MOUNTED MTG MOUNTING NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE 0C ON CENTER O.H.OVERHEAD OPP OPPOSITE o/OVER PERP PERPENDICULAR PL PLATE, P-LAM PLASTIC LAMINATE PLUMB PLUMBING PNL PANEL, PANELING PROJ PROJECT, PROJECTED PRV PRESSURE REDUCING VALVE PT POINT QT QUARRY TILE QTR QUARTER R RADIUS RD ROOF DRAIN RL RAIN LEADER REC'D RECEIVED REF REFRIGERATOR, REFERENCE REINF REINFORCING REQ'D REQUIRED RF RUBBER FLOORING RR RESTROOM RO ROUGH OPENING ROW PUBLIC RIGHT OF WAY S.A.M.SELF ADHESIVE MEMBRANE SCHED SCHEDULE SC SOLID CORE SF SQUARE FOOTAGE SG SAFETY GLASS SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL, SANITARY SEWER STD STANDARD STL STEEL STRUCT STRUCTURE, STRUCTURAL SUSP SUSPENDED SYS SYSTEM T TEMPERED, TREAD, TOP T&B TOP & BOTTOM TEL TELEPHONE TEMP TEMPERED T&G TONGUE & GROOVE TG TEMPERED GLASS T.O.TOP OF TYP TYPICAL UTIL UTILITY U.O.N. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE VERT VERTICAL w/WITH w/o WITHOUT W-MAT WALK OFF MAT WP WATERPROOF WR WATER RESISTANT WRB WATER RESISTANT BARRIER WT WEIGHT WWM WELDED WIRE MESH WWF WELDED WIRE FABRIC Y.D.YARD DRAIN PARCEL 1 SITE ADDRESS:29276 MILITARY ROAD SOUTH FEDERAL WAY, WA 98003 LEGAL 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 RD PARCEL NUMBER: 042104-9063 JURISDICTION: CITY OF FEDERAL WAY SECTION/TOWNSHIP/RANGE: NE-4 -21-4 PROPERTY ZONING:RM3600 (MULTI-FAMILY, 1 UNIT/3,600SF) SITE AREA: 86,684 S.F. (1.99 ACRES) PARCEL 2 SITE ADDRESS:29414 MILITARY ROAD SOUTH FEDERAL WAY, WA 98003 LEGAL 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 LN PARCEL NUMBER: 042104-9032 JURISDICTION: CITY OF FEDERAL WAY SECTION/TOWNSHIP/RANGE: NE-4 -21-4 PROPERTY ZONING:RM3600 (MULTI-FAMILY, 1 UNIT/3,600SF) SITE AREA: 21,344 S.F. (0.49 ACRES) PROPOSED PROJECT OCCUPANCY TYPE:A-3, PLACE OF RELIGIOUS WORSHIP TYPE OF CONSTRUCTION:II-B & III-B SPRINKLERED:YES OCC. SEPARATION REQ'D:2 HR @ EXTERIOR BEARING WALLS WHERE CONSTRUCTION TYPES MEET PROPOSED GROSS FLOOR AREA:12,465 SF -W/ OVERHANGS / COVERED AREAS SITE AREA CALCULATIONS AND CONDITIONS TOTAL 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:5.7%(6,182 S.F.) LOT COVERAGE MAXIMUM:75%(77,138 S.F.) LOT COVERAGE PROPOSED:25.7%(27,804 S.F.) CRITICAL AREAS DESIGNATION(S):CATEGORY III WETLAND TYPE NS STREAM TREE RETENTION REQUIREMENTS:30 TREE UNITS/ACRES PARKING REQUIREMENTS & CALCULATIONS PER FWRC 19.205.100: REQUIRED PARKING:1 VEHICLE STALL PER 5 SEATS OR 10' OF BENCH SEATING PARKING PROVIDED ON SITE: 30 VEHICLE SPACES OFF 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 SHOW IN SANCUTARY 220 / 5 = 45 STALLS VEHICLE STALL SIZE REQUIREMENTS: BUILDING SETBACKS:REQUIRED PROPOSED NORTH: 30' >72' EAST; 30'>100' SOUTH: 30' 30' WEST: 30' 30' SEE SHEET A1.10 FOR THE FOLLOWING INFORMATION: -AVERAGE BUILDING ELEVATION DIAGRAM & CALCULATIONS -MAXIMUM & PROPOSED BUILDING HEGHT PROJECT LOCATION SITE AREA DEFERRED SUBMITTALS GENERAL NOTES SHEET INDEXPROJECT TEAM SCOPE AND CODE PROJECT DATA SYMBOLS LEGENDARCHITECTURAL ABBREVIATIONS MAGELLAN ARCHITECTS 8383 158TH AVE NE, STE 208 REDMOND, WA. 98052 PH: (425) 885 -4300 FAX: (425) 885 -4303 RECORD ARCH: PM CONTACT: APPLICANT: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 DATES DESIGN 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 MAP CONTRACTOR: 10/13/2021 3:28:17 PM As indicated MIDWAY SAMOAN A.O.G. NEW BUILDING 29276 MILITARY ROAD SOUTH FEDERAL WAY, WA 98003 29276 MILITARY ROAD S FEDERAL WAY, WA 98003 PH: (253) 815-9817 CONTACT: LOMITUSI ASUA & PASTOR MATTHEW TAUMUAFONO lasaua@midwaysamoanaog.com mtaumua@midwaysamoanaog.com JAMIE TRENDA THE RILEY GROUP, INC. 17522 BOTHELL WAY NE BOTHELL, WA 98011 PH: (425) 415-0551 CONTACT:RICKY WANG email MOMENTUM CIVIL ENGINEERING CONSULTANTS 1145 BROADWAY, SUITE 115 TACOMA, WA 98402 PH: (253) 405-4474 CONTACT: MARC PUDISTS marcp@momentumcivil.com DIBBLE ENGINEERS INC. 1029 MARKET STREET KIRKLAND, WA 98033 PH: (425) 828-4200 CONTACT: TRAVIS COLLIANDER Travis@DibbleEngineers.com MIDWAY SAMOAN AOG CHURCH MIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003COVER SHEET A0.10 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDINGTHE BLUELINE GROUP 25 CENTRAL WAY, SUITE 400 KIRKLAND, WA 98033 PH:(425) 215-4051 CONTACT: CHRIS PETERSON cpetersen@thebluelinegroup.com N SCOPE 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 2018 INTERNATIONAL MECHANICAL CODE 2018 UNIFORM PLUMBING CODE 2018 WASHINGTON STATE ENERGY CODE 2020 NATIONAL ELECTRICAL CODE 2009 ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES ARCHITECTURAL A0.10 COVER SHEET A1.10 SITE PLAN A1.11 A.B.E. & BUILDING HEIGHT CALCS A2.10 FLOOR PLAN A2.20 LIGHTING PLAN A2.21 LIGHTING PLAN A3.10 EXTERIOR ELEVATIONS A3.11 EXTERIOR ELEVATIONS A3.20 EXTERIOR MATERIALS A5.10 BUILDING SECTIONS CIVIL C1.0 PRELIMINARY DRAINAGE, GRADING, & RIGHT-OF-WAY PLAN C1.1 DRAINAGE DETAILS C2.0 CLEARING & GRADING PLAN C2.1 SITE SECTIONS C3.0 TOPOGRAPHIC SURVEY LANDSCAPE L1.0 TREE/VEGETATION RETENTION PLAN L1.1 PLANTING PLAN L2.1 PLANTING DETAILS, NOTES & SCHEDULE L2.2 PLANTING DETAILS SPACE TYPE DIMENSIONS COMMON 18 x 9 COMPACT 16 x 8 ACCESSIBLE 18 x 9 W AISLE OWNER : LANDSCAPE: TRAFFIC: TRANSPORTATION ENGINEERING NORTHWEST 11400 SE 8TH STREER, SUITE 200 BELLEVUE, WA 98004 PH: (425) 889-6747 CONTACT: MIKE CRIMMINS crimmins@tenw.com REVISIONS NO. DATE BY PROCESS IV SUBMITTAL SYDNEY BODMAN JAMIE TRENDA (425)-885-4300 20' LANDSCAPE BUFFER20' STREET DEDICATION EASEMENT 20' LANDSCAPE BUFFER 30' BUILDING SETBACK TYPE NS STREAM411.1411.9412.8413.7415.14 2 3 .6 4 2 3 . 1417.2415.8415.3422.8422.0422.3 415.4415.7415.9 4 1 7 . 1 418.64 2 3.2 410.7412.54 1 2.4 4 1 0 .4 409.9412.441 1.0 412.64 1 1 .0 413.04 1 1 .4 413.64 1 1 .7 414.04 1 2 .0 414.14 1 2 .6413.1413.84 1 4 .5 4 1 6 .1 4 1 6.3 4 1 8 .6 420.0420.14 1 9 . 6 418.6 4 1 8 .7419.1419.2418.1417.5417.0416.4416.9 417.6416.2415.24 1 5 .8416.0415.7414.54 1 4 . 8415.2416.0413.4413.3412.8412.7412.8411.6411.3411.8411.2411.4411.4412.0 412.9413.6413.2413.5412.9413.34 1 3 .1 411.3 410.8413.9414.9415.84 1 6 .8 4 2 0 .4 4 2 1.2 419.5420.0418.7415.7422.7423.3424.1421.6420.54 2 0 . 8 413.9412.5414.5 421.1419.4423.7415.79415.59416.134 1 6.1 9 416.434 1 5 . 6 6 4 2 1 .4 2 421.34 4 1 8.7 1 418.10418.4424.94 2 4.4 424.4423.84 1 8 . 3 4 1 7.2 416.8 415.0414.9421.06422.60421.20422.85421.84423.27423.87 4 2 2.6 9 4 2 3 .2 4 4 2 4 .3 7424.844 2 3 .9 8 4 2 5 .0 9 4 2 4 . 3 7425.474 2 6 .2 0 425.61426.18426.46424.03423.67423.92424.54425.03425.17425.19425.474 2 5.85 4154204134144 1 6 4 1 7 4184 1 9 4214224234 1 5 4 1 2 4 1 34 1 4 411411412413415414420416417418419423 424422 420 416 4 2 3 4 2 0 4 1 7 4224 1 5 416420425416417418419421422423424420416 417 418419421422423420417 418419412412413414424425424425426423421420T MB P S S S S 30' - 0"- --- B U I L D I N G S E T B A C K30' - 0 " L A N D S C A P E B U F F E R20' - 0 " R O W D E D I C A T I O N15' - 0 " STREA M BUFFER 10 0 ' - 0"BUILDING SETBACK30' - 0"LANDSCAPE BUFFER10' - 0"BU FFER SE TB AC K5' - 0"W ETLAN D S B U FFE R (R E D U C E D 25%)60' - 0"S 7 5 o 4 5 ' 3 2 " W 3 1 1 .2 9 'S 12o02' 33" E268.79' S 88o 16' 59" E 1145.13' (D) 510.98'N 28o13' 33" E 279.99'245.84' (C)NEW BUILDING161ST AVE NE11 2 33 44 5 6 7 8 9 10 11 12 13 1414 30' - 9"35' - 8 7/8"4 8 ' - 2 " 3 ' - 2 "9"8' - 0"1 2 ' - 0 " 2 6 ' - 0 "37'-10"10'-4 3/4"44'-0"41' - 3 3/8"6 1111 11 1515 16 1717 7 1717 5 1818 19 20 2121 212121 21 22 22 22 11 2 0 ' - 7 7 /3 2 "26' - 0 17/32"48' - 8 3/32"3 9 ' - 1 1 5 /1 6 "30' - 3 29/32"2 8 ' - 8 3 /1 6 " 1 8 ' - 1 0 2 9 /3 2 " A. 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. SITE PLAN NOTES PROJECT INFORMATION PLAZA AREA: 1,016 SF PLAYGROUND AREA: 1,144 SF UNDERCOVER WALKWAY AREA: 1,452 SF SITE PLAN KEYNOTES 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 DATES DESIGN 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 S10/13/2021 3:28:19 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003SITE PLAN A1.10 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDING1" = 20'-0"1 SITE PLAN 0 20'10'40' N 1 WETLANDS BUFFER REMEDIATION LANDSCAPING 2 PARKING LOT LANDSCAPING 3 ASPHALT PARKING LOT 4 PATIO - CONCRETE PAVERS SYSTEM 5 COVERED WALKWAY - CONCRETE PAVEMENT 6 PLAYGROUND AREA 7 PERIMETER LANDSCAPING 8 UNDERGROUND STORMWATER VAULT 9 SEWER CONNECTION TO EXISTING MAIN 10 REMOVE EXISTING SEPTIC 11 REMOVE EXISTING STRUCTURE 12 EXISTING DRIVEWAY TO LAURALWOOD VALLEY MOBILE HOME PARK 13 EXISTING DRIVEWAY TO ADJACENT RESIDENCE 14 TRASH ENCLOSURE AREA WITH GATE, SEE 3/A3.10 FOR ADDITIONAL INFORMATION. 15 U SHAPED BICYCLE RACK 16 CONCRETE SITE RAMP TO NEW SIDEWALK - 6' MINIMUM 17 NEW SIDEWALK AND PLANTER STRIP IN ROW DEDICATION 18 WIDEN THROAT OF DRIVEWAY 19 CONCRETE SIDEWALK TO LANDING AT EXTERIOR DOOR 20 CONCRETE PAD FOR GENERATOR 21 CANOPY ABOVE 22 NEW LIGHT POST & FIXTURE; BOD: LSI INDUSTRIES SLICE MEDIUM OUTDOOR LED AREA LIGHT REVISIONS NO. DATE BY NOTE: SEE SHEET A0.10 FOR VICINITY MAP, CONSTRUCTION TYPE, OCCUPANCY CLASSIFICATION AND ADDITIONAL PROJECT INFORMATION JAMIE TRENDA (425)-885-4300 TYPE NS STREAM CATEGORY III WETLAND 411.1411.9412.8413.7415.14 2 3 .6 4 2 3 . 1417.2415.8415.3422.8422.0422.3 415.4415.7415.9 4 1 7 . 1 418.64 2 3.2 410.7412.54 1 2.4 4 1 0 .4 409.9412.4411.0 412.64 1 1 .0 413.04 1 1 .4 413.64 1 1 .7 414.04 1 2 .0 414.14 1 2 .6413.1413.84 1 4 .5 4 1 6 .1 4 1 6.3 418.6 420.0420.14 1 9 . 6 418.6 4 1 8 .7419.1419.2418.1417.5417.0416.4416.9 417.6416.2415.24 1 5 .8416.0415.7414.54 1 4 . 8415.2416.0413.4413.3412.8412.7412.8411.6411.3411.8411.2411.4411.4412.0 412.9413.6413.2413.5412.9413.34 1 3 .1 411.3 410.8413.9414.9415.84 1 6 .8 4 2 0 .4 4 2 1.2 419.5420.0418.7415.742 2. 7423.3424.1421.6420.54 2 0 . 8 413.9412.5414.5 421.1419.4423.7415.79415.59416.134 1 6.1 9 416.434 1 5 . 6 6 4 2 1 .4 2 421.34 4 1 8.7 1 418.10418.4424.9424.4 424.4423.84 1 8 . 3 4 1 7.2 416.8 415.0414.9421.06422.60421.20422.85421.84423.27423.87 4 2 2.6 9 4 2 3 .2 4 4 2 4 .3 7424.844 2 3 .9 8 42 5 .0 9 4 2 4.3 7425.474 2 6 .2 0 425.61426.18426.46424.03423.67423.92424.54425.03425.17425.19425.47425.85 4154204134144 1 6 4 1 7 418419 4214224234 1 5 4 1 2 4 1 34 1 4 41141 1412413415414 4204164174184194 2 3 424422 420 416 4 2 3 4 2 0 4 1 7 4224 1 5 416420425416417418419421422423424420416 417 418419421422423420417 418419412412413414424425424425426423421420POSSIBLE WETLAND FLAG WL 1-1 30' - 0"A. B. C. D. NEW BUILDING161ST AVE NE(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.F TOTAL BUILDING HEIGHT: 446.98' A.B.E. CALCULATION -OPTION 1 BUILDING HEIGHT CALCULATION MAXIMUM HEIGHT: 30' ABOVE A.B.E. (446.98') PER FWRC 19.205.100 *TO INCREASE TO 55' EACH REQUIRED YARD ABUTTING THE STRUCTURE IS INCREASED 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 DATES DESIGN 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 S10/13/2021 3:28:20 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003A.B.E. & BUILDING HEIGHT CALCS A1.11 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDINGREVISIONS NO. DATE BY 1" = 40'-0"1 A.B.E. SITE PLAN DIAGRAM 1/4" = 1'-0" A.B.E. & HEIGHT CALCULATIONS JAMIE TRENDA (425)-885-4300 A3.112 A3.11 A3.10 A3.10 1 2 1 1 2 3 4 5 6 7 8 9 A B C D E F 2 A5.10 1 A5.10 25' - 7"22' - 10"22' - 2"14' - 0"2' - 9"25' - 7"59' - 0"2' - 9"87' - 4"20' - 1"96' - 10"13' - 1" 20' - 1"19' - 0"18' - 0"18' - 0"18' - 0"15' - 0"8' - 10"13' - 1" 130' - 0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 847 SF CHILDREN'S AREA 1 410 SF CLASSROOM 4 2 410 SF CLASSROOM 3 3 410 SF CLASSROOM 2 4 410 SF CLASSROOM 1 5 230 SF MEN 6 228 SF WOMEN 7 121 SF MECH/ELEC STORAGE 8 SPRINKLER RISER 9 JANITOR 10 84 SF PANTRY 11 2325 SF KITCHEN 12 167 SF LOUNGE 13 RR 14 155 SF TREASURY OFFICE 15 170 SF PASTOR'S OFFICE 16 71 SF COOLER 17 1 16 8 1515 1 STAGE 7 8 14 10 10 10 10 102 4 10 1919 10 3 3 36' - 0"10' - 0 5/8"8' - 6"4' - 9 1/2" 3003 SF SANCTUARY 18 25' - 0"44' - 0"42' - 0"1' - 6" ATRIUM 2020 2020 21 22 23 24 23 24 23 24 23 24 24 7 7 7 4 12 23 310 7 47 4 44 7 7 2 12 12 3 12 5 9 A. 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 NOTES KEY NOTES 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 DATES DESIGN 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 S10/13/2021 3:28:22 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003FLOOR PLAN A2.10 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDING1/8" = 1'-0"1 FLOOR PLAN - LEVEL 1 N 0 8'4'16' 1 SEALED CONCRETE 2 LVT VINYL - WOOD PLANK FINISH 3 LVT VINYL 4 CARPET SQUARES 5 GWB TO 12'-0" AFF - PAINTED; BLACK-FACED VAPOR BARRIER ABOVE TO STRUCTURE 6 #5 ALTERNATE: MDF TO 12'-0" AFF - STAINED; BLACK-FACED VAPOR BARRIER ABOVE TO STRUCTURE 7 GWB TO 6" ABOVE CEILING - PAINTED 8 GWB TO 6" ABOVE CEILING - TILE FINISH TO 49" AFF, PAINTED ABOVE 9 OPEN TO STUCTURE WITH ACOUSTICAL CLOUDS & LED SUSPENDED LIGHTS 10 ACOUSTICAL TILE CEILING WITH LED TROFFER LIGHTS 11 ACOUSTICAL TILE CEILING (VINYL-FACED FINISHED) WITH LED TROFFER LIGHTS 12 GYPSUM BOARD CEILING WITH CAN LIGHTS 13 STAGE CONTRUCTION OVERBUILT ABOVE SLAB PER SECTIONS 14 RAMP CONSTRUCTION OVERBUILT SIMILAR TO STAGE CONSTRUCTION 15 OPERABLE PARTITION WALL (MODERNFOLD OR SIMILAR) 16 TOILET STALL PARTITIONS - COLOR - THRU PHENOLIC 17 COMMERCIAL KITCHEN WITH TYPE 1 KITCHEN HOOD, EXHAUST FAN, AND EXTERIOR GREASE INTERCEPTOR 18 PASS-THROUGH OPENING WITH ROLL-UP GRILLE 19 CHILDREN'S STAGE PLATFORM 1'-0" A.F.F. WITH ONE STEP 20 KITCHENETTE WITH SINK, MICROWAVE, REFRIGERATOR AND CASEWORK 21 3-COMPARTMENT SINK 22 HAND SINK 23 STOREFRONT GLAZING SYSTEM 24 CANOPY ABOVE REVISIONS NO. DATE BY JAMIE TRENDA (425)-885-4300 A3.112 A3.11 A3.10 A3.10 1 2 1 1 2 3 4 5 6 7 8 9 A B C D E F 2 A5.10 1 A5.10 9' - 0"9' - 0"9' - 0"9' - 0"9' - 2 1/2"9' - 2 1/2"12' - 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"18' - 6"4' - 0"4' - 0"6' - 0"6' - 0"2' - 6"2' - 6"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"2' - 6"10' - 0"10' - 0"10' - 0"10' - 0"5' - 0"4' - 0"4' - 0"2' - 0"2' - 0"8' - 0"4' - 0"25' - 7"22' - 10"22' - 2"16' - 9"EQEQEQEQEQEQEQEQ2' - 3"2' - 1"11' - 0"9' - 1"4' - 4"4' - 4" 0' - 11"7' - 9" 4' - 4"4' - 4" 8' - 8"1' - 5" 1 1 1 1 11122 2 2 2 1 2 2 1 1 1 1 2 2 A. 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 NOTES KEY NOTES 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 DATES DESIGN 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 S10/13/2021 3:28:23 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LIGHTING PLAN A2.20 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDING1/8" = 1'-0"1 T.O. SLAB N 0 8'4'16' REVISIONS NO. DATE BY JAMIE TRENDA (425)-885-4300 N 0 8'4'16' 1 PROPOSED LOCATON OF RECESSED CAN LIGHT 2 PROPOSED LOCATON OF WALL SCONCE LIGHT 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 DATES DESIGN 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 S10/13/2021 3:28:23 PMMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003LIGHTING PLAN A2.21 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDINGREVISIONS NO. DATE BY JAMIE TRENDA (425)-885-4300 T.O. SLAB 0' - 0" 1234567892 A5.10 T.O. ARCADE 11' - 3" T.O. PARAPET 14' - 0"2' - 4 1/2"11' - 3"2' - 9"12' - 9 3/4"0' - 9 3/4"1 1 1 2 3 4 5 66 7 (419.35') A.B.E. (416.98') -2' - 4 1/2" T.O. METAL BLDG ROOF 27' - 7 1/2" T.O. SLOPED OVERHANG 26' - 9 3/4" T.O. CROSS 33' - 0"30'-0" HEIGHT MAXIMUM5 6 8 9 10 11 4 2 1212 15 16 10 17171717 18 T.O. SLAB 0' - 0" A B C D E F1 A5.10 T.O. ARCADE 11' - 3" T.O. PARAPET 14' - 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 ROOF 27' - 7 1/2" T.O. SLOPED OVERHANG 26' - 9 3/4"30'-0" HEIGHT MAXIMUMT.O. CROSS 33' - 0" 1 1 1 1213 2 134 6 6 9 14 14 14 10 8 15 15 16 9 17 17 18 18 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 INTENT ELEVATION KEYNOTES GENERAL NOTES 1. 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 ELEVATION 6'-0" A.F.F. T.O. ENCLOSURE 5'-6" A.F.F. T.O. GATE 16' - 8" 0'-6" A.F.F. B.O. CLADDING METAL GATE, COLOR TBD (2) GATE CANE BOLTS SIDE ELEVATION 6'-0" A.F.F. T.O. ENCLOSURE TRESPA LAP SIDING OVER CMU ENCLOSURE, TYP 15' - 4" PARAPET FLASHING, FINISH TO MATCH CLADDING 0'-6" A.F.F. B.O. CLADDING REAR ELEVATION 16' - 8" 6'-0" A.F.F. T.O. ENCLOSURE 0'-6" A.F.F. B.O. CLADDING EXPOSED CMU, TYP TRESPA LAP SIDING OVER CMU ENCLOSURE, TYP PARAPET FLASHING, FINISH TO MATCH CLADDING EXPOSED CMU, TYP TRESPA LAP SIDING OVER CMU ENCLOSURE, TYP 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 DATES DESIGN 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 S10/13/2021 3:28:25 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIOR ELEVATIONS A3.10 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDING1/8" = 1'-0"1 FRONT ELEVATION - NORTH 1/8" = 1'-0"2 SIDE ELEVATION - WEST 1 METAL PANEL - VERTICLE SEAM, TYP 2 TRESPA LAP SIDING PANEL - WOOD GRAIN, TYP 3 ALUMINUM STOREFRONT SYSTEM WITH BREAK METAL AT COLUMNS BETWEEN GLAZING 4 ALUMINUM STOREFRONT DOOR, TYP 5 HOLLOW METAL DOOR 6 METAL PANEL DOOR/ WINDOW HEAD TRIM, TYP 7 COVERED WALKWAY CONTRUCTION PER SECTIONS 8 CROSS STRUCTURE - W-SECTION STEEL BEAMS, PAINTED W HITE 9 CANOPY CONTRUCTION PER SECTIONS 10 COLUMN BASE - CEMENT MASONRY, TYP 11 WALKWAY SUPPORT COLUMN - PAINTED, TYP 12 SOFFIT CONTRUCTION PER SECTIONS 13 SCREEN PANEL - CUSTOM LASER-CUT METAL PANEL 14 METAL PANEL - FLAT 15 HVAC TO BE SCREENED BEHIND RAISED PARAPET 16 PROPOSED LOCATON OF CHURCH SIGNAGE, DESIGN TBD; TO BE COMPLETED UNDER SEPARATE SIGNAGE PERMIT 17 PROPOSED LOCATON OF RECESSED CAN LIGHT 18 PROPOSED LOCATON OF WALL SCONCE LIGHT REVISIONS NO. DATE BY 0 8'4'16' 0 8'4'16' 1/4" = 1'-0"3 TRASH ENCLOSURE ELEVATIONS JAMIE TRENDA (425)-885-4300 T.O. SLAB 0' - 0" 1 2 3 4 5 6 7 8 92 A5.10 T.O. PARAPET 14' - 0"0' - 9 3/4"12' - 9 3/4"2' - 4 1/2"1 A.B.E. (416.98') -2' - 4 1/2" T.O. METAL BLDG ROOF 27' - 7 1/2"30'-0" HEIGHT MAXIMUMT.O. SLOPED OVERHANG 26' - 9 3/4" T.O. CROSS 33' - 0" 1 2 3 3 3 3 1 4 5 6 13 4 4 4 7 7 14 15151515 16 16 16 T.O. SLAB 0' - 0" ABCDEF 1 A5.10 T.O. ARCADE 11' - 3" T.O. PARAPET 14' - 0" 1 2' - 4 1/2"11' - 3"2' - 9"A.B.E. (416.98') -2' - 4 1/2" T.O. METAL BLDG ROOF 27' - 7 1/2" T.O. CROSS 33' - 0"30' - 0" HEIGHT MAXIMUM1 7 2 5 8 9 9 10 11 12 4 7 7 4 15 151515 15 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 INTENT ELEVATION KEYNOTES GENERAL NOTES 1. 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 DATES DESIGN 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 S10/13/2021 3:28:26 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIOR ELEVATIONS A3.11 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDING1/8" = 1'-0"1 REAR ELEVATION - SOUTH 1/8" = 1'-0"2 SIDE ELEVATION - EAST 1 METAL PANEL - VERTICLE SEAM, TYP 2 TRESPA LAP SIDING PANEL - WOOD GRAIN, TYP 3 ALUMINUM STOREFRONT SYSTEM 4 CANOPY CONTRUCTION PER SECTIONS 5 CROSS STRUCTURE - W-SECTION STEEL BEAMS, PAINTED W HITE 6 METAL PANEL - FLAT 7 METAL PANEL DOOR/ WINDOW HEAD TRIM, TYP 8 WALKWAY SUPPORT COLUMN - PAINTED, TYP 9 COLUMN BASE - CEMENT MASONRY, TYP 10 HOLLOW METAL DOOR 11 COVERED WALKWAY CONTRUCTION PER SECTIONS 12 SOFFIT CONTRUCTION PER SECTIONS 13 HVAC TO BE SCREENED BEHIND RAISED PARAPET 14 PROPOSED LOCATON OF CHURCH SIGNAGE, DESIGN TBD; TO BE COMPLETED UNDER SEPARATE SIGNAGE PERMIT 15 PROPOSED LOCATON OF RECESSED CAN LIGHT 16 PROPOSED LOCATON OF WALL SCONCE LIGHT REVISIONS NO. DATE BY 0 8'4'16' 0 8'4'16' JAMIE TRENDA (425)-885-4300 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 INTENT GENERAL NOTES 1. 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 SEAM METAL PANEL -WOOD GRAIN METAL PANEL -FLAT PANEL MANUFACTURER: AMERICAN BUILDINGS COMPANY MODEL: SHADOW FINISH: SLATE GRAY COLOR CODE:IR .47 SRI 54 MATERIAL:24 GA STEEL PANEL WIDTH:16" PANEL DEPTH: 3" MANUFACTURER: TRESPA MODEL: METEON COLOR:MILANO TERRA COLOR CODE:NW16 FINISH: MATTE MATERIAL:HIGH PRESSURE COMPACT LAMINATE TYPE:SINGLE SIDED GRADE:STANDARD PANEL SIZE:TBD PANEL THICKNESS: TBD MANUFACTURER: AMERICAN BUILDINGS COMPANY MODEL: FLAT INSULATED WALL PANEL FINISH: REFLECTIVE WHITE COLOR CODE:IR .63 SRI 76 MATERIAL:24 GA STEEL PANEL WIDTH:40" PANEL DEPTH: 3" NOTE: ARCHITECTURAL FINISH EXPOSED CONCRETE COVERED WALKWAY / CANOPY STOREFRONT SYSTEM MANUFACTURER: SHERWIN WILLIAMS COLOR:PASSIVE COLOR CODE:SW 7064 WINDOW FRAMES MANUFACTURER: TBD COLOR:SATIN POLISHED COLOR CODE:TBD MANUFACTURER: TBD COLOR:DARK GRAY COLOR CODE:TBD H.M. DOORS & HEADERS MANUFACTURER: SHERWIN WILLIAMS COLOR:PEPPERCORN COLOR CODE:SW 7674 CANOPIES BOD MANUFACTURER: MAPES MODEL: SUPER LUMIDECK / FLAT SOFFIT FINISH: DARK BRONZE / BLACK MATERIAL:ALUMINUM METAL PANEL -CULTURAL SCREEN MANUFACTURER: AMERICAN BUILDINGS COMPANY MODEL: ARCHITECTURAL "V" RIB FINISH: SLATE GRAY COLOR CODE:IR .47 SRI 54 MATERIAL:24 GA STEEL PANEL 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 DATES DESIGN 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 S10/13/2021 3:28:27 PM 1/4" = 1'-0"MIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003EXTERIOR MATERIALS A3.20 20-046 Checker Author PROCESS IV 10/08/20NEW BUILDINGREVISIONS NO. DATE BY JAMIE TRENDA (425)-885-4300 T.O. SLAB 0' - 0" A B C D E F1 A5.10 T.O. ARCADE 11' - 3" T.O. PARAPET 14' - 0" 2' - 9"14' - 0"22' - 2"22' - 10"25' - 7" 1 2 3 A.B.E. (416.98') -2' - 4 1/2" T.O. SLOPED OVERHANG 26' - 9 3/4" 1 1 1 55 4 6 7 8 1/4" / 1'-0" 9 9 10 11 12 13 14 15 410 SF CLASSROOM 3 3 3003 SF SANCTUARY 18 ATRIUM 3 1/4" / 1'-0" T.O. SLAB 0' - 0" 1234567892 A5.10 T.O. PARAPET 14' - 0" 20' - 1"19' - 0"18' - 0"18' - 0"18' - 0"15' - 0"8' - 10"13' - 1" 1 4 2 3 A.B.E. (416.98') -2' - 4 1/2" T.O. METAL BLDG ROOF 27' - 7 1/2" T.O. SLOPED OVERHANG 26' - 9 3/4" 1/4" / 1'-0" 3/4" / 1'-0" 7 /8 " / 1 '-0 " 3003 SF SANCTUARY 18 167 SF LOUNGE 13 72 SF RR 14 ATRIUM 1 11 1 133 55 6 7 8 9 9 9 10 1111 12 13 14 SECTION KEYNOTES GENERAL NOTES 1. 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 DESIGNER 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 DATES DESIGN 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 S10/13/2021 3:28:27 PM As indicatedMIDWAY SAMOAN A.O.G.29276 MILITARY ROAD SOUTHFEDERAL WAY, WA 98003BUILDING SECTIONS A5.10 20-046 Checker SB PROCESS IV 10/08/20NEW BUILDING1/8" = 1'-0"2 NORTH-SOUTH BUILDING SECTION 1/8" = 1'-0"1 EAST-WEST BUILDING SECTION 1 FOUNDATION DRAINS 2 EXTERIOR PAVING - BROOM-FINISH CONCRETE WITH 5'X5' CONTRUCTION/ CONTROL JOINTS 3 TYPICAL SLAB CONTRUCTION 4 STAGE PLATFORM CONSTRUCTION 5 TYPICAL SPREAD FOOTINGS (APPROX 18" DEEP) AT EXTERIOR COLUMNS 6 EXTERIOR COLUMN 7 TYPICAL COVERED WALKWAY CONSTRUCTION 8 TYPICAL SOFFIT CONSTRUCTION 9 TYPICAL METAL BUILDING EXTERIOR WALL CONSTRUCTION 10 TYPICAL METAL BUILDING INTERIOR WALL CONSTRUCTION 11 TYPICAL FRAMED INTERIOR WALL CONSTRUCTION 12 TYPICAL PARAPET CONSTRUCTION 13 TYPICAL EXTERIOR WALL CONSTRUCTION 14 TYPICAL ROOF CONSTRUCTION 15 TYPICAL WINDOW CANOPY CONSTRUCTION JAMIE TRENDA (425)-885-4300 REVISIONS NO. DATE BY