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BLD19980311 a44 ra ABLOREVIATIONS. SYMBOLSE l , . L �. & And L. `\_ Length ,. LAV. Lavatory Angle 0 At L.L. Live Load --- BUILDING GRID LINES: (� Center Line M Maximum - T-- 0 Diameter or Round MAX. ' M Machine Bolt F'f OM Number Medium Density A M.D.Q.P, y V A.B. Anchor Bolt Overlaid - Plywood y ACOUS. Acoustical MECH. Mechanical Ceiling Panels MFR. Manufacturer 100A DOOR TARGET: - , A.C.P. Acousticalg ' = AC.T. Acoustic Tile M.H. Manhole - b.f f A.D. Area Drain MIN. Minimum k _ ADJ Adjustable MISC. Miscellaneous Masonry A.F.F. Above Finish Floor M.0' Mounted Opening T ALUM. Aluminum MTD. F APPROX. Approximate MTL. Metal ARCH. Architect (ural) MW. Microwave WINDOW TYPE TARGET: B N (plan and elevations) BD. Board N. North 'BLDG. Building N.I.C. Not In Contract l BLK. ` Block N.T.S. Not To Scale BLKG. Blocking 0 ® LOUVER TYPE TARGET: - BM. Beam DA. Overall - BR. Brick CBS. Obscure BRG. Bearing O.C. On Center BTW. Between 0. D. Outside Diameter B,U,R. Buit-up Roof 0.F.C.I. Owner Furnished A • B.C.S. Baby Changing Station Contractor Installed RECITE TYPE TARGET. C OFF. office CAB. C binet OPP. Opposite CAR. arpet P C.B. atch Basin / Chalkboard P.C.P. Portland Cement Plaster CEM. PLAS. Cement Plaster PL. Plate /A, INTERIOR ELEVATION: C.G. Corner Guard P.LAM. Plastic Laminated (Arrow indicates the C. 1, Cast Iron PLAS. Plaster view direction) C.J. Control Joint PLWD. Plywood CLG. Ceiling PNL. Panel CLR. Clear PR. Pair C.M.U. Concrete Masonry Unit PT, Paint OFFICE ROOM NAME C.O. Cleonout PART. Partition F1OOA ROOM NUMBER: COL. Column P•T•D, Paper Towel Dispenser CONC. Concrete Q CONST. Construction Q.T. Quarry Tile CONT. Continuous R 1 CORR. Corridor R. Riser, or Radius REVISION CLOUD: l C.T. CeramicTile R.A. Return Air 11 C. P. Center Point R.B. Rubber Base, or Resilient Base CPT, Carpet R.D. Roof Drain D REF. Reference D, Dryer REFER. Refrigerator I I 1O, -p„ DBL. D uble REINF. Reinforced ELEVATION TARGET: DET. retail REQ. Required Elevation above DEMO. Demolition RESIL. Resilient finished floor 2 D.F. Drinking Fountain RM. Room DIM. Dimension R.O. Rough Opening DISP. Dispenser R.T.M. Rubber Tire Mat EL 1 DR- DATUM TARGET: - - Q.L. Dead Load R.S.T. Resilient Stair Tread DATUM A Work point control point DN. Down R.C.P. Reflected Ceiling Plan or datum point DR. Door S D.S. Down Spout S. South - DW. Dishwasher S.C. Solid Care DWG. Drawing Location On Page =_ g SCHED. Schedule(d) E S.D. Soap Dispenser (O'A4 E. East SECT. Section DETAIL ON 24 X 36 SHEET: A8.1 } :t EA. Each SHT. Sheet ` E.I.F.S. Exterior Insu!c,ion SIM. Similar _ Sheet Number Finish System S&L. Stain & Lacquer E.J. Expansion Joint S.N.D. Sanitary Napkin Disposal ; Squ are Elevation SQ. ELEC, Electrical S.S. Service Sink E.P. Electrical Panel S.STL. Stainless Steel Location On Page 4 Equal STD. standard WALL SECTIONS: q Sheet Number A4.2 - EXIST. Existing STL. Steel • EXT. Exterior STOR. Storage E.PT. Epoxy Paint STRUC. Structural r E.S. Exposed Structure SUSP, Suspended E C P. Exterior Cement Plaster S.V. Sheet Vinyl I Chemical Resistant - Sheet Vinyl ESP. Exposed SV./CR. y LL F SYM. Symmetrical F.A. Fire Alarm T Location On Poge F.D. Floor Drain T. Tread A BUILDING SECTIONS: FDN. Foundation T.B. Tack Board Sheet Number A4.1 FX. Fire Extinguisher Cabinet TD./WR. Towel Dispenser F.H.C• Fire Hose Cabinet Waste Receptacle FIN. Finish (ed) TEL. Telephone FLASH. Flashing TEMP. Tempered FL.R, Flooring T&G Tongue & Groove FLUOR. Fluorescent THK. Thick F,O.S. Face of Stud T.O.P. Top of Pavement Target on each end of F.O.W. Face of Wall T.T.D. Toilet Tissue Dispenser section line. I F.R.P. Fiberglass Reinforced Panel T.V. Television FT. Foot or Feet - T.O.W. Top of Wall �FTG. Footing(s) TYP. Typical ' - 3 FURR. Furring T.O.B. Top of Beam Location On Page 1 ,Y;,,•r Top of Curb or Concrete EXTERIOR ELEVATOO S: 0 T.O.C. Sheet Number A3.1 GA Gage T.O.S. Top of Structure T.S.Tube Steel (Pipe) GALV. Galvanized TERR. Terrazzo G.B. Grab Bar T.S,C.D. Toilet Seat Cover Dispenser j G.I. Galvanized Iron U 8 ,GL. Glass TYPES: GWB• Gypsum Wallboard UNFIN. Unfinished AALL GWB./WR. Gypsum Wallboard z U.N.O. Unless Noted Otherwise H Water Resistant V VAR. Varies H. Height V.C.T. Vinyl Composition Tile H,B. Hose Bibb VERT. Vertical '�� p'• POINT ELEVATOO TARGET: H.C. Hollow Core VEST. Vestibule '�• HDWE. Hardware V.W.C. Vinyl Wall Covering HT. Height(s) VER. Verify H.M. Hollow Metal t HDCP Handicap (Accessable) W 14 KEYNOTE: HORIZ. Horizontal. W. Washer, West, or Width HR.- _ Hour WI With • W.B. White Board W.C. 1 � HDR. Header Water Closet I ' � I 0. Inside 'Woad----'~•---� ATCH LINES: Inside Diameter W G, Wire Glass INSUL. Insulation YJ m INT. Interior W. H. Water Heater i � z Iron Pie Size W/o Without � I.P.S. p W. P Water Proof -._._._ -----P OPERTY LINES: w Q J W.R. Waste Receptacle . Janitor �i X JANJoist WT• Weight JST. J W.W.F. Welded Wire Fabric li JT. Joint 1 } (7o l GENERAL NOTES: ! 00 1. ALL NEW INTERIOR WALL ARE ONE HOUR CONSTRUCTION TYPE: 1/A 6. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING IONS _ o WITH 3 1/2 STUD SIZE, UNLESS OTHERWISE NOTED. SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR COORDINA z SEE WALL TYPES AND PAR11TION ASSEMBLIES SHEET A3.8) THE WORK OF ALL TRADES INVOLVED, IN THE PROJECT. IF DISCREPANCIES IN 4 �- ( LAYOUT, DIMENSIONS, ' OR SCHEDULES ARE , FOUND BETWEEN OR WITHIN a w 4 ARCHITECTURAL, STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS, AND -, 2, CONTRACTOR TO REPAIR' FLOORS WHERE WALL DEMOLITION HAS OCCURRED. OR SPECIFICATIONS, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE INFILL ALL UNUTIUZED OPENING THROUGH FLOORS REMAINING FROM DEMOLITION WORK PER STRU�� fiURAL DEl"AILS AND NOTES, ARCHITECT IMMEDIATELY UPON DISCOVERY, 7. CONTRACTOR TO FIELD VERIFY ALL CLEAR (CLR,) DIMENSIONS SHOWN ON 34, FOR DEMOLITION NOTES SEE SHEET; A1.5 DOCUMENTS AND NOTIFY ARCHITECT IN WRITING ON ANY CONCEALED STRUCTURE UNCOVERED DURING 'DEMOLITION THAT IS IN CONFLICT WITH .00 DIMENSIONS INDICATED ON CONTRACT DOCUMENTS. 4 ;wLL ' D:S, TO BE 37' dice, UNLESS OTHERWISE NOTED. • 8. PLACE NO MAINS, PIPING, CONDUIT OR -OBSTRUCTIONS OF ANY KIND AS TO � 'L - MENSIONS ARE TO FACE OF STUDS, UNLESS IMPAIR GIVEN CEILING HEIGHTS AND ARCHITECTURAL CLEARANCES. AL DI OTHERWISE NOTED. -IE.: lei go CONTRACTOR IS REQUIRED TO COMPLY WITH ALL APPLICABLE REGULATIONS FACEOF CONCRETE- F.o,C. AND, CODES OF GOVERNING AUTHORITIES (FEDERAL, AND LOCAL) . ,A9P,•', 0'F STRUCTURE-; T.D.S. PROCURE ALL PERMITS AS REQUIRED ' AND LISTEDSTATE, -IN PROJECT �Ak- FINISHED DIM.--CLR. SPECIFICATION. A B C f.l,°,TEFI!1L �Yf;IE��L Earth / to soil . EDMONDS PUBLIC SAFETY COMPLEX D • E A0,1 CIVIL I I A 1*0 A/,; TITLE SHEET * - indicates drawings not included in set =1II�III�III�III�IIIW 250 5TH AVE, N. CONTACT; - EDMONDS, WA, 98020 PAUL MAR (425) 771-0220 C1.1 EROSION CONTROL PLAN � C1 2 EROSION CONTROL DETAILS 4 d 4 Q a' � FAX; 771-0252 • Concrete (Section) C2,1 GRADING & DRAINAGE PLAN _ 4 A GENERAL CONTRACTOR: C2,2 GRADING & DRAINAGE DETAILS CONTACT; C2.3 GRADING PLAN C3,1 WATER & SEWER PLAN Sand ARCHITECTURAL. c3.2 WATER DETAILS &NOTES TC3,3 SEWER DETAILS & NOTES $e� a000 0ooa o MERRITT + PARDINI CONTACT: (253) 383-8700 C4,1 PAVING PLAN a°���a�a°00 ��� 1701 COMMERCE ST. DAVID THOMAS (P.M.) FAX: 383-8728 00 �,�A•on o A�a a, o ob� Gravel TACOMA, WA. 98402-3207 IMAD BAHBAH (P.A.) o a° `�° 0a o ,vim ° o°�C�QB POLICE 004 LASSE JAAKOLA (C.M.) (2Q6) 223-2742 & COURTS PUBLIC SAFETY PROGRAMMING: FAX: 622-9462 ARCHITECTURAL Gypsum Board (Elevation) A1.1 SITE PLAN McCLAREN & WILSON CONTACT: (602) 241-9227 Al .2 ENLARGED SITE PLANS 5333 N. 7TH. ST. STE. A200 JIM McCLAREN FAX: 241-9789 Al .3 SITE SECTIONS PHOENIX, AZ 85014 DAVE WILSON A1.4 DEMO PLAN Grass (Plan) A2.1 FLOOR PLANS -UPPER LEVEL COURTS AND MEZZANINE y CIVIL: A2,1 F FINISH FLOOR PLANS REID MIDDLETON CONTACT: 425 775-3434 A2.2 FLOOR PLAN -UPPER LEVEL POLICE A2,21F FINISH FLOOR PLAN 19031 33RD AVE. W. WENDELL JOHNSON FAX: 775-3439 A2.3 FLOOR PLAN -LOWER LEVEL POLICE Rough wood LYNNWOOD, WA. 98036-0638 JULIAN DODGE A2.31F FINISH FLOOR PLAN STRUCTURAL A2,4 NOT USED Rough wood blocking % shimming A2.5 ROOF PLAN KPFF CONTACT: (206) 622-5822 A3.1 EXTERIOR ELEVATIONS Finish Wood DAVID ARNDT FAX: 622-8130 A•2 EXTERIOR ELEVATIONS 1201 3RD. AVE. SEATTLE, WA. 98101 LORI BROWN A3.3 BUILDING SECTIONS Gypsum board (Large Scale) A3.4 WALL SECTIONS MECHANICAL. A3,5 WALL SECTIONS Gypsum board (Small Scale) A3.6 WALL SECTIONS CDI CONTACT: (425) 672-1071 A3,7 WALL SECTIONS 19203 36th AVE. W. RAPHAEL RICHARDS FAX: 778-8769 A3.8 WALL TYPES Rigid Insulation LYNNWOOD, WA. 98038 PAUL DIAS A4.1 LARGE SCALE PLANS PETER ARTHURSON A4,2 LARGE SCALE PLANS A5.1 INTERIOR ELEVATIONS/CABINETS Insulation -loose or butt ELECTRICAL; A52 INTERIOR ELEVATIONS/CABINETS A5.3 INTERIOR ELEVATIONS/CABINETS ABACUS CONTACT: (20B) 583-0200 401 2ND. AVE. S JORDAN LEARNER FAX: 583-8826 A5.4 INTERIOR ELEVATIONS/CABINETS Metal - large scale (section) SEATTLE, WA. 98104 A5.5 INTERIOR ELEVATIONS/CABINETS Metal - Small scale (section} A5.6 FINISH SCHEDULE LANDSCAPE ARCHITECT: A5.7 FINISH SCHEDULE/GEN. NOTES _ 1 HR Rated Fire Walls A5,8 DOOR SCHEDULE/`TYPES • • • • • NAKANO DENNIS CONTACT: (206) 292-9392 A5.9 DOOR SCHEDULE/WIN. SHEDULE • -�• - �• -� •� '- • 2-HR Rated Fire Walls 300 E. PIKE DALE DENNIS FAX: 292-9640 A6,1 REFLECTED CEILING -UPPER LEVEL COURTS SEATTLE, WA, 98122-3610 ROB MORGAN A6,2 REFLECTED CEILINGS -UPPER LEVEL POLICE • • - • • • - • 3-HR Rated Fite Walls A63 REFLECTED CEILING -LOWER LEVEL POLICE COST ESTIMATING: A7.1 STAIR/RAMP/ELEVATOR SECTIONS C.M.U. Walls A8,1 DETAILS C3MG CONTACT: (425) 828-2468 A8,2 DETAILS k�wr ' • - Concrete Walls 310 MARINA PK BLDG. DAVID POFFENBERGER FAX: 828-2788 A8.3 DETAILS 25 CENTRAL WAY NATHAN COFFEE A8.4 DETAILS KIRKLAND, WA 98033 Structocore Walls A8,5 DETAILS .o_a_a_a_a_a_o_w_o_a_o_o_o_o_o_a: A8,6 DETAILS G E OT E C H N A83 DETAILS A8.8 DERAIL S-- LANDAU OCIATES CONTACT: 425) 778-0907 I�T'Id LEG& DEUM:on100TH. AVE. W, DENNIS STETTLER 778-fi409 0 BOX 1029 WADE GILBERT STRUCTURAL LOTS FIVE (5), SIX (fi), SEVE GHT (8), EDMONDS, WA 98020 S 1.1 NOTES BLOCK "G , THE CI ONDSACCORDING TO THE PLAT, THEREOF RE IN VOLUME 2 OF PLATS, PAGE 39, 6 RECOR SNOHOMISH COUNTY, WASHIINGTON B "E", "F" OF THE CITY OF EDMONDS, ACCORDING TO THE LAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON TOGETHER WITH THT PORTION OF VACATED ST. ADJOINING. ZONING: PUBLIC ZONING EXISTING LOT AREA: 128,000 SF BUILDINGS) AREA, 38,014 SF TOTAL PERCENT LOT COVERAGE: 30% A.D.B. #* A.D.B. APPROVAL DATE: WIND EXPOSURE ZONE 490s eOm aok SEISMIC AREA AND RE ER TO RUCTURAL DESIGN LOADS: DRAWINGS S 1,1 nrro iPeniry ri eccirirennni• S1.2 NOTES & INDEX S2,1 FOUNDATION PLAN -- COURTS S2.2 FOUNDATION PLAN - LOWER LEVEL POLICE S2.3 FRAMING PLAN - UPPER LEVEL POLICE S2.4 ROOF FRAMING PLAN - COURTS S2.5 ROOF FRAMING PLAN - POLICE ' S2,5 ROOF LOADING PLANS S3.1 TYP. CONCRETE DETAILS 3.2 TYP. CONCRETE DETAILS 3.3 CONCRETE SECTIONS AND DETAILS .1 TYP. WOOD DETAILS - S •2 TYP. WOOD DETAILS S 3 WOOD SECTIONS & DETAILS S .4 WOOD SECTIONS & DETAILS S 11 TYP. STEEL DETAILS S • 1 MISC, DETAILS 7,1 EXIST. CITY HALL FLOOR, ROOF PLANS _ - 7.2 EXIST. CITY HALL ROOF PLAN MECHANICAL M0.1 LEGEND, SYMBOLS, NOTES AND DRAWING INDEX , -M1rritt+PIM Architgcture Urban Design CITY OF EDMONDS Planning . Interior Design '�Jfrrk .E/e t �jo� /fcu�r.�ipv ELECTRICAL r 1101 Commerce EXAMINER Tccoma, Washington 98402--3207 206 383-8700 206 383-8728 fax' 1000 Lenora St. Suite 405 Seattle, Washington g 1 98121-2720 (206 223-2742 (206 " 622--9462 fax Members of The American Institute of E0.0 LEGEND/NOTES/INDEX Architects E1.1 SITE PLAN E2.1 POWER FLOOR PLANS - COURTS & MEZZANINE E2,2 POWER FLOOR PLAN - UPPER LEVEL POLICE E2,3 POWER FLOOR PLAN - LOWER LEVEL POLICE E391 LIGHTING FLOOR PLAN - COURTS & MEZZANINE E3.2 LIGHTING FLOOR PLAN - UPPER LEVEL POLICE E3.3 LIGHTING FLOOR PLAN - LOWER LEVEL POLICE E4.1 SIGNAL PLANS •-- COURTS & MEZZANINE E4,2 SIGNAL PLAN - UPPER LEVEL POLICE E4,3 SIGNAL PLAN - LOWER LEVEL POLICE Eye 1 FIRE ALARM FLOOR PLANS - COURTS & MEZZANINE E5,2 FIRE ALARM FLOOR PLAN - UPPER LEVEL POLICE • E5,3 FIRE ALARM FLOOR PLAN - LOWER LEVEL POLICE E6,1 ONE -LINE RISER DIAGRAM E6.2 PANEL SCHEDULES E6,3 PANEL SCHEDULES E6e4 LUMINAIRE SCHEDULE AND DETAILS E6,5 DETAILS E6.6 DETAILS LANDSCAPE L1.1 IRRIGATION PLAN L2.1 PLANTING PLAN L3.1 LANDSCAPE DETAILS FIRE STATION #7 ARCHITECTURAL FA2.1 FLOOR de MEZZANINE PLAN FA2.1 F FINISH FLOOR PLAN FA2.2 NOT USED FA2.3 ROOF PLAN FA3.1 EXTERIOR ELEVATIONS FA3.2 BLDG. SECTIONS FA3.3 WALL SECTIONS FA4.1 ENLARGED PLANS FA5.1 INT. ELEV. &CASEWORK FA5.2 INT. ELEV. do CASEWORK FA5.3 DOOR/WIN/FIN SCHEDULES FA5.4 WIN SCHEDULE FA6.1 REFLECTED CEILINGS STRUCTURAL FS2.1 FOUNDATION PLAN -FIRE STATION FS2.2 ROOF FRAMING MECHANICAL FM2.1 PLUMBING FOUNDATION PLAN FM2.2 PLUMBING FLOOR PLAN FM3.1 HVAC FLOOR PLAN FM4.1 APPARATUS BAY ALT. E� EC POWER I A FLOOR PLAN ��y ���� FE3.1 LIGHTING FLOOR PLAN .TTRIP, FE4.1 SIGNAL FLOOR PLAN fir, FE5.1 FIRE ALARM FLOOR PLAN FE6.2 PANEL SCHEDULES 2 3 CITY OF EDMONDS PUBL C SAFETY COMPLEX I 250 5#1 Aivenu&N. Edmonds WpAhlngton I IPM� �Myj M . 1:14 M1,1 SITE PLAN FEfi,3 DETAILS PERMIT, SET M 1.2 ROOF PLAN ' CONSTRUCTION SET M2,1 PLUMBING FLOOR & FOUNDATION PLAN - COURTS r M2,2 PLUMBING FLOOR PLAN - UPPER LEVEL POLICE COURTROOM A3 UPPER LEVEL 1754 SF, 1 TYPE V-N UNSPRINKLERED SMOKE DETECTORS M2.3 PLUMBING FLOOR PLAN - LOWER LEVEL POLICE POLICE STATION COURTS ADMINISTRATION B UPPER LEVEL 15565 SF TYPE V-N UNSPRINKLERED SMOKE DETECTORS M2,4 PLUMBING FOUNDATION PLAN - POLICE 9�p &' , b ' No.: 96021' B LOWER LEVEL 8734 SF TYPE V-N UNSPRINKLERED SMOKE DETECTORS M3.1 HVAC. FLOOR PLAN - COURTS VCINITYMAP , JAIL B LOWER LEVEL 559 SF TYPE V-N UNSPRINKLERED SMOKE DETECTORS M3.2 HVAC FLOOR PLAN "A" UPPER LEVEL -POLICE Ir ssue Date: EVIDENCE STORAGE S3 LOWER LEVEL 2227 SF TYPE V-N UNSPRINKLERED SMOKE DETECTORS - SALLY PORT, GARAGE & ARMORY S1 LOWER LEVEL 1213 SF TYPE V-N UNSPRINKLERED SMOKE DETECTORS M3.3 HVAC FLOOR PLAN "B" UPPER LEVEL - POLICE ' M14 HVAC FLOOR PLAN LOWER LEVEL POLICE. -_.. 2� 9--98 FIRESTATION �1PG B 7788 SF TYPE V-N SPRINKLERED SMOKE DETECTORS �'r' �./ ?4 ez4 M4,1 MECHANICAL ROOM PLANS -- - 'i,,-, • 5 e BUILDING DESIGN COMPLIES `WITH U.B.C., U.M.C., U.F.C., AND CURRENT M4,2 MECHANICAL ROOM SECTIONS ,r WASHINGTON STATE ENERGY AND VENTILATION CODES AND W.A.C. 51-30 FOR M4.3 BUILDING SECTIONS CITY OF EDMONDS � STATE ENERGY AND VENTILATION CODES AND W.A.C. 51-30 FOR PARKING: r M4 4 MECHANICAL SCHEDULES B ILD�iVG DEPARTMENT ACCESIBILTY NUMBER OF REQUIRED PARKING SPACES: 92 �• NUMBER OF PROPOSED PARKING SPACES: 104 M4,5 MECHANICAL SCHEDULES C5 } WORK �I 2c I Sheet Content$: ALLOWABLE AREA CALCULATIONS PER U.B.C. 504 & 505 ATTACHED NUMBER OF DISABLED PARKING SPACES: 5 AEd2u+R4E0 S#PseDpDSED M4.6 MECHANICAL SCHEDULES ` ADDRESS"�'� M4,7 PLUMBING RISER DIAGRAMS «� , HEIGHT CALCULATIONS = 359. 63 _ HEIGHT CALCULATIONS M4,8 FLOW DIAGRAMS GINNER;0ver,01h DATUM : INV SS 5TH AND BELL AVE. GRADE -89,91 DATUM: INV SS 5TH AND BELL - 337.45- M4,9 DETAILS & PARTIAL PLANS° 4 AVE. GRADE 4 84.3fi� ELEV. 70.1 ELEV.: 70.10 M4.10 DETAILS APPROVED DATE. POLICE AND COURTS FIRE STATION BLDG.. OFFICIAL LOOOF B 1=93.20 - MAXIMUM ALLOW 109,36 `r 59 J 85-85.18 ' �IY • a 82=88.48 B6-88.15 �,, P E IR i I N E R MAXIMUM ALLOWED: 114.91 PROPOSED: 9.27 - ��- �y� .j_°',s� �.a,:r B3 89.14 87-82.93 ::�� w,_ jt . _ 1. �, ir' 4 ; I K 84-8835 PROPOSED: 114.5 A} • - Al A material appering harem constttut'es th 4 uE i o f the At'chite ` npublished and or+g nal w rk o or 7d may not be duplicated, used, 0'qiql+si - wi Ahout the written 'consent' of .the Architect, SEECIAL INSPECTIONS - • B Geotechnical Engineer of Record SPECIAL INSPECTIONS HAVE BEEN CALLED FOR ON THIS PROJECT AND ARE NOTED ON THE ISCM -r. ^9;f,'r�;•,;;;, :' ��a:f.�, - �} ; ' .�...,: t �' $Cale: �' R�.' 1�15 CITY OF EDMONDS PUBLIC SAFETY COMPLEX Y :a r N , - •� a 7 �rh. y �' 4 25U 5Tg AVE N. AND 275 6� AVE N I. EXCAVATION + 1 APPROVED CONSTRUCTION PLANS AND BUII,DING PERMIT. TT IS THE OWNER AND/OR CONTRACTORSONT �' 2. PLACEMENT OF FILL RESPONSIBILITY TO ASSURE THAT REPORTS ARE PROVIDED TO THE CITY IN A TIMELY NL4NNER. BE 3. PERIODIC FIELD DENSITY TESTING TO VERIFY ADVISED --IF SPECIAL INSPECTION REPORTS ARE NOT FORTHCOMING, TM -BUILDING OFIi'ICIAL Lf SIDE - r"" ``� jO JP SEPARATE PERMYTS (Required for EACH building): MAY ISSUE A STOP WORK AND NO CITY INSPECTIONS WILL BE PROVIDED UNTIL SUCH TIlVIE A,S 'IHE'l COMPACTION c� 1. FIRE SPRINKLER (FIRE STATION ONLY) 4• SOIL BEARING CAPACITY I REPORTING AGENCY HAS COMPLIED AND REPORTS ARE REVIEWED AND APPROVED BY THE CITY. ;>' ' ]REE'IR l ` w' ���""" 2. FIRE ALARM (FIRE STATION ONLY r • 5. RETAINING WALLS ANDIOR ROCKERIES -u ---o - OTHER -� 3. MECHANICAL PAVED 4. PLUMBING , 6. AREAS TO BE P iiFFFRRED S�Mx�AI-f� I �± SUBSURFACE DRAINAGE INS MATERIALS HEIGHT � INSTALLATION 1. FIRE STOP - -- ----- - - - - t� ,?� � �, � � • ���. � - ..- 5 SIDE SEWER ' 6. WATER METER • By Structural Engineer of Record 2. BARRIER FREE SIGNAGE Sh D. .J 7. SIGN 1. SHEARWALL NAILING f 3. DOOR SPECS (Roll -up, 60 & 90 min.} i . i' i ; � ("J L._ .. . 2. PLACEMENT OF CONCRETE REINFORCEMENT f r s, RIGHT-OF-WAY4, ASSISTIVE LISTENING DEVICES I - 3, PLACEMENT OF CONCRETE 9. STATE ELECTRICAL PLACE 5. DOOR HARDWARE � 10. STATE ELEVATOR 4. HIGH STRENGTH AND EXPANSION BOLTING _%'sa.� G MECH. LATERAL RESTRAINTS '' �;` % , ' f46 (See ITFF letter dated 314198) DESIGN DRAWINGS ;? ' y ; AND CALCS OR C' 5. STEEL FABRICATION AND ERECTION � 7. D DRAWINGS for design andr ` STALLED IN CONCRETE SHOP D g EFFECTIVE C 6. BOLTSIN� 6�3045�� _ ,_ �. •� • 7. WELDING (WABO CERTIFIED ONLY) fabrication of items designed by others 8. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD �"fP �•-• such as Pre -manufactured wood trusses (See KPFF letter dated 314198) and joists, etc. rROJECT SUMMARY: CONSTRUCT NEW COURT/POLICE BUILDING AND SEPARATE FIRE STATION. DEMOLISH EXISTING STRUCTURES SEQUENTIALLY TO MAINTAIN CITY EMERGENCY FUNCTIONS WHILE CONSTRUCTING NEW REPLACEMENT BUILDINGS. DEFERRED SUBMITTALS: 1, FIRE SPRINKLERS AND FIRE SPRINKLERS ASSEMBLIES 2. FIRE ALARM PANELS 6. FIRE STOP MATERIAL 3. ASSISTIVE LISTENING DEVICES 7. MECHANICAL LATERAL RESTRAINTS 4, HARDWARE SUBMITTALS 8. JOIST HANGERS AND JOIST LAYOUT PLAN 5, SIGNAGE 9. BARRIER FREE SIGNAGE 10, DOOR 256, 206b SPECIFICATIONS ARCHITECT SHALL REVIEW SUBMITTAL OF ITEMS BEFORE FABRICATION AND SUBMIT WRITTEN LETTER INDICATING REVIEW OF DESIGN CRITERIA AND CODE REQUIREMENTS. COURTS BUILDING ILO QA9GPOLICE BUILDING IA� .3YAAJ WAJ4 Allo (t 3 YARD INCREASE ALLOWANCE MULTI STORY INCREASE TWO HOUR A3 1754 AREA32000 B 19790,58 141 12000 ^ ' BEETPWARANSTION B 5794. 3b0 BUILDING S3 2227 _ - .14 0 1.000 <1 AREAS S1 1213 _ ,075 e 5! 16000 ,795< 1 I �­iRl � I NrIp" , ,� 'N" - I , ";.v 'r I l 4 CI I . 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GRADE= 359,63 =89.914 ELEV, 70.1 POLICE AND COURTS B 1=93.20 B2=88.48 B3=89.10 MAXIMUM ALLOWED: 114.91 B4=88.85 PROPOSED: 114.5 TC /-- - _. .. �. �ti� .T 'c..._,y'�..-..v:. �-•Y� l' :`T.._r1S�'�R' r r .� f[ �: CVJ L _ D 41z, Ift 04 NEW SIDEWALK 411,010 M�— PERTY LINE w � NEW SIDEWALK , TTa:o# of OPE N 1`Q# r • S•da E HEIGHT CALCULATIONS FIRE STATION DATUM: I NV SS 5TH AND, BELL AVE. G ELEV.: 70.10 FIRE STATION 1 RAD = 337,45 _ 8 3fi 4 _ I B5=85.18 MAXI?M ALLOWED: 109,36, B6=88,15 B7=82.93 PR OSED: 109.27 88=81.19 NEW PAVEMENT 8 P 'x8 G.T.E. PAD & EDI STAL BY OTHER �-- RE "' PROPERTY LINE � O� � � .� TED TI CAPS D FENCE " " C " C T " I I— � P M 241 w I I I I w I � 4" THICK 3 V) I I I I 10'x10' PAVING TOW +83.0 COURTS ow+85.6 �- I I I 6 z• ' I I A1.2 1 w I I SLOPE ITO CL W TOW+8 I �., � � ar■a. sari �� a o� �a �� +■■�■ wawi.� � I CL I I I I � I _ J 3 1/200 I I WOOD FENCE POLICE CIV Cb \I b .laaw -- �..■� .saw. www■ aw■� aa_ anoww ...onEy r2 N r5 r__N ' A1,2A1.2 D 3 I I I GT CD I I I 1 IL a 'e-11+::� L Imm _ _.._ __..._.._ REQUIRED SETBACK I 9 I CMU w s I I " M JIM w— _ ��■ _ Y■I..IIw11.1aa1 _ _r �� a1■.■..aa_ �ww� _ _ iww—w _ _ I w _wwaaa� �wwnw _ _ I' I PR PER Y UE I I ISTI ; G ID TO EMA I NEW CON ■ SIDEW -- .-- -- �— -- w o aa.,raw .` EXISTING 1OWER POLE 1 nor mmom 2 3 4 A1,3 A1.3Tu ELLE .. _ Al A1.3 � _ �ww.w.■■. w � _ .. .w_—r.r. _ �■�. a wwwa, �� amNwww�wl■wwp NEW �Iww.w� am*�.�■rrw� � _ i�� i _ � �l'�I 270'-11 3/4"Je 24�_0" CANOPY EL SCALE: .1 /2" -O" A ._ kfif9N/SECTION ��✓ 4I��I�b B • 7 P 4 IN" I CAT BASIN FOR BI SWALE C PAVI f _ ROff OW.FfiAN TY� _SETBACK CIVIL 1 r 6" SPR C ' ! rcc I I I r 3 ; / A os2 r PROPERTY LINE 1 r r r WOOD FENCE + r FIRE STATION cb r r cn , r QQ- � I--] 1 1 I / RELOCATED TOTEM POLE w • I � . a. r I cCn , � I ' CIVIL FOR C �; r- I w DRAIN LO ONS C.D BOLLARD, TYP.ry .9 r I ,12� 9c PROPERTY U E / I a_ TRANSFORMER VAULT AND PAD WITH I SCREENING LANDSCAPE ON THREE 87 9� 22 _0 SIDES - SEE '"" ! """ i ! i r E6.5 1 ---'—wrw.. _�__.....■.—■..�_----w—•__i.w_�_.�_r.■r_._�._�._�_�_ter.—�..wr.r.r___--...._�_�_� _� D erlo )TV, E 0 • Merriftt+Pardini Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 (206} 383-8700 206 383--8728 fax 100D Lenora St. Suite 405 Seattle, Washington 1 98121-2720 �2os� 223--2742 206 622--9462 fax Members of The American Institute of Architects • 2 3 REVISIONS EDMONDS PLAN CHK APR 4v 98 EDMONDS CHK 3, APR 21, 98 361 . Pdrdini, A.I.A. �OFWWI�M Project Title: CITY OF EDMONDS PUBLIC SAFETY COMPLEX 5th Avenue North Edmonds Washington 98021 PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Date: 2-9--98 Sheet Contents: SITE PLAN 4 All material appering herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. • Scale: Ref. North 1 /200 _- 1' 0" C I zu Sheet No.: ■ • • I1 t ' r 1 • A • B • C D a E + r w Inn - I NEW SIDEWALK Archif6cture' APPROVED Urban Design CITY OF EDMODS Planning ' ti Interior Design M DATE o 1701 Commerce ��yorc)457 ?'PLANS E}�A INER Tacoma, Washington COLUMN BASE -- SEE STRUC. �• i CONCRETE PAVING `d; 98402-3207 , `--------- --------------- 206 383-8700 — — — 206 383-8728 fax ■ � 4• Q o � 1019 S00e 4105 Lenora St. r II oo It Ic ■ '\ CO I 5 9 1 Seattle, Washington 1 g1k • *t o GEOBLOCK © 1 2os 1- 32 2742 -------_---- � RETAINING WALL r- 0 ----__---�..�.�___ ��-3 — Q � 206 622-9'462 fax ' 4 bers of Aq a - - - - - - - - - - - - - - A A q i r .00 -41 TlhemAmerican 01 � �� � Institute of I� AD SIGNS as cook- / Architects ' be - -�------�-------.-_---------.-- �'(o�' PLAI,mNG AREA +.� ] � -------------------------- �� Q* z I g I „�" • 0 0 I � `* EXIST, CONC. SIDEWALK t ROOFLINE v REVISIONS . � -- -- -- --- — _ --• .- .•...•. � � MEMORIAL PLAQUES _ 1 2 2 3 4 � EDMONDS PLAN CHK, APR ,4, 98 ACCESSIBLE 3 CURB CUT, TYP. Ag g 1.3 1.3 1.3 1.3 1, 3 •1 `r \ •i n " ,a . i 4Y�;1 ` , ( r - ,'Y i, n� •,,., a f 'I 1 V' a t 4 r`y ) Y n 1 r },y `'^ Yilld [r•r44 f"'! , • i ,l f ii 1' l L 'k •Y 5 f i' I • i • • , • `I 1 •lrrl.p •r ' 'r, 1wit Ir •l '.l i R G E D SITE PLAN E N LA R G E D SITE PLAN r ,�,��r a'.�.,..:Y��, •f�.�I;=,t,, I.:,,,Ir, ENLARGED SITE PLAN EAST ENTRY-GGURTS PGLICE ENLA �'! � �' n . " L n n 5 �r n �e u�, `r 7 SCALE: 1 B =1 -0 SCALE• 1 /8 -1 -0 SCALE• 1 /8 =1 0 . L„4! ° 1r r :41 j / SCALE. 1 /4 1 0 r , : Project Title: Y NOTES: RETURN ALL HANDRAILS TO WALLS 'ITY ()F EU o1117111 a UWML fu y 4" THICK 4 11C 0 0 PAVING 6 0 A1.3 th Avenu N. P• P ING SIGN 4 0 , HDC ARK � � 7 Edmonds SEE 5 A1.3 ho on 8.9 0 � 1 � � r 1 2 -0 g -24 � THICK CONCRETE APRON 1 x I � N 7 -4 3 4 -8 3 � � r CHILLER PAD , "Q •�, � I S[Qp 'a c r0 PERMIT SET EMERGENCY GENERATOR I CONSTRUCTION SET CO 9• MEMORIAL PLAQU 9� - '6'; Job No.: 96021,,00 N be 4 H.R. H.R. Fl.AGPO I Issue Date: ❑ ❑ ❑ ❑ W ry $ •-9-98 TRASH ENCLOSURE n H.R. A1.3 _ H•R• W `m WOOD FENCE • z $ 1 Sheet , Contents• - rQ n_ � X o EN f .PAGED cc falm Auk � Q HTE r 0 n% Q0 00 M 0 w z 4 All rhaterial oppering herein constitutes the' -4 unpublished and original work of the Architect w and may not be duplicated, used,' or disclosed ` D without the written consent of the Architect, .J n_ n_ n_ SC©le: Ref. ' North 1 /8" 1' 0" — ENLARGED SITE P ENLARGED SITE PLAN ENLARGED SITE PLAN LAN . < 3 4 6 N N , _ - SCALE: 1 /S =1 -I--O SCALE: 1 /8 -1 -O SCALE: 1 /8"=1 ' -0" 0�/'� � - Or r �� S,. ,r � 1 s� T— (10 M6 MA ft w _ Sheet No.: Ld A B C D E I L f ,; ' I' r! , Q aPPnovNSOMc.uu. WALL CIN �„leC`L1eUrban Dmign GATE P lonnlnq Interior Design '—O.17 11/2' � 19 11• 110t Commerce 15 T 0 10 I/2 7—Tacoma. WaeWashingtonr gt onseaoz—azm5 68 T 0 fl2osaaa-a7oa5'-4' �R� �2063ea ens, fe.MU5Vt��ki✓�MwJMud,enora -• Su la 105 pokchvyints „lewo,nngten ()''2zsoezis7az3pyss.o sa.os22 9462 taxT.o.a cT.o.sa.os L T Members of TOTM1e Amer con Insl tote of NcM1 facts Li W map III ;!I II 0 I ` SITE SECTION 15 SLOPE5_�83.0 SCALE: 1/4•1_0" T.O.C. I III . 1 1III1 SITE SECTION SCALE: 1/4"=1'-0' 10 1 611 T o 11 •9 iRFLSI. SEGME C.M.U.ISI It CN RETNNN WNLtj TCONC�iE WALL6IH AVENUE 0 U - 48 IXISIINC SIDEWALKzvnniEsz x wvc. s�aac uloscw+c III I iI -r.o.c -=Cll eq Pran� rne: 2 � SLOPE I TY OF iIEDMONDS PU��C 8AF - �xCOPE83.0 T.o.o. ��PSITE SECTION6 �SCALE:i/a-1-o I ''-^' SITE SECTION =1� '1'2"-0' —SCALE: 1/4 0 11 • SITE SECTION SCALE: 1/4'=1-0"�5ueA�n�CIP N• 11 T 0 10S' €dnmmds, 5E� C.w.U.WALL e no WashingtonR��N � 9W20 903 T.0.633 II 1100 SITE SECTION @ FIRE STATION mo$ SCALE: 1/a^=i'-o• lliPERMR SEf CONSTRUCTION ser +1' OPE J,n N,.: sozi Issue Date: SITE SECTIONy_g_gg3SCALE: 7 4'=1'_0' METAL aaov TO wrexCOUHIS 9UILOING SIFELCANOPY ASSQIBLY J(SEE STRUCTURAL DWCS IND Sheet Contents: DETAILS ON A&10) LLJ 1711-1 TERRAllO BQQI " 0 ev ARTISTS 3�coxc WALL HISTORICAL PLAQUES E 1BS86.5 BY ARTISTST.O.C. .16 7PENCH DRAINVARIES WHEELSTOPCONC WNLSEGMENTED c.M.u.nlt°°° n:a REkNING WNL 4 > ei n�e ig� n ua nn7prial ein es LLJ a nynot id.owine.u., �o�..mmue Architect.. JF— — —6 — I IIII—IIIscoie: tor. No;t 11 '/8-''_0. �/e ax Foor ea.o . o.c. Q,II.-�— 1�� I -A 0 C F aEVOS..Sh,,;No.:� SITE SECTION 9 '" zSCALE:i/a=i—oSCALE:i/a=i—o4SCALE: 1/4':i'-0't.0 ini ' I ■ 2 Cn J L. J as CD m 00 � , y Y 00 o o0 a- n Nf Q a 1 - w W f �� ( 3 r�y V i A i B C ,� D 0 0 / f DEMO { / DEMOLISH SIDEWALKS /// DURING PHASE II DEMOLITION. /// / r// 41 I = / DEMO TEMPORARY I f I ACCESS / r I l � � x I 0 uurv. 1 u nLmnnr I � \ I � � CONST. FENCE I awwmmww� I I i I I I I 1 L_ L� ■—r 0 nowr DEMOLISH SIDEWALK DURING PHASE II DEMOLITION I l � � REMOVE EXISTING KIOSK AND I CAPSULE AND RELOCATE � I I I / I / l J / PHASE I DEMO I I / / I � / I / / I I I I / � I / / .max � n wwwmw�m �x �z ... . .....ram ....` !i � DEMOLITION PLAN SCALE: 7'=20' A I� e REFER TO DWG. C.I.I.FOR SHAPE OF TEMP. PARKING TO BE DEMOLISHED TO REMAIN TEMPORARILY 4 MAINTAIN FIRE ACCESS REMOVE WITH PHASE II DEMO. DEMOLISH ROAD W,/ PHASE II DEMO. E 1 , i t I+ im APPOKU CITY OF EDND5 Architecture', Urban Design Planning I DATE Inrterior Design . I I PLANS EXAMII Commerce Taco a, Washington 2`�-3207 206} 383-8700 206 383--8728 fax 1000 Lenora St. Suite �405 Seattle, Washington ' 98121--2,720 206 223--2742 206� 622-9462 fax ' Members of The American Institute of Architects ' 1 I L I Pard I • I DEMO BREEZEWAY �t PORTION OF `)INII WHO rBLDG., To REMAIN---....., III * v TEMP. WAIL— J *4 \ --- -/ II e II I /ii / J •� {�-____--.-_——.-__-� III PORTION OF / J / // /// / / ♦ �\ ��=—_ __.._ _ I " ! BLDG. To DEMO / / / REMOVE TEMPORARY BLDG. (BY OTHER6) 114 1 \ / OF 41 � � / / •� //j ��,� / � III I yl ri 0 —_=__._ — ... --. r........... .....ro �.. 6TH AVANUE N. C M1 r 0 0 a D ' r E 2 3 Project Title: CITY (��F EDP:'l0�JD5 PUGLIC SHFEaT�II (;Of�;1PLEX 0 PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Dote: 2-9---98 I Sheet Contents: D Mu"OU T 1 N r , , aft All material appering herein cdnstituiteti, thb 4 unpublished and original work of the, Architect'' and may npt 'be duplicated, used, ar-disclosed` without the written , ponsent of tho ''Architect. ' 1 1 1 /20" 20'` 4 ' i 1 0 + 1' Sheet No.: 1 ,.' I 1 i � ii • j � 1' � , r • � it • 07 ff I t ' 0 PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Dote: 2-9---98 I Sheet Contents: D Mu"OU T 1 N r , , aft All material appering herein cdnstituiteti, thb 4 unpublished and original work of the, Architect'' and may npt 'be duplicated, used, ar-disclosed` without the written , ponsent of tho ''Architect. ' 1 1 1 /20" 20'` 4 ' i 1 0 + 1' Sheet No.: 1 ,.' I 1 i � ii • j � 1' � , r • � it • 07 ff I t ' 0 � A i � B * C * D • E • i A B A3,1 B92 C --+� i lidini 9'-2 Architecture Urban Design I 22 -7 5 -T 1 -O Planning 9 ! a f ! w Interior Design - i I I 1-2 3/8w 1701 Commerce Tacoma, Washington ' 98402-3207 A3.7 I I A B Be2 206 363-�8700 _ .11 9 206 383--8728 fax I I I 1000 Lenora St. I I I I I Sete 405 0• J /\ 98121--2720 Seattle, Washington r206 223-2742 206 622-9462 fax OLD I i I I I I ADMIN. I _ I. I Members of The American 00 Z _ 258 �- I � -� Institute of co 7 ` ` Architects 01 KIT./CONE. O-cm`� I 260 2so , 13 �' 8.1 I - - f..... I ........................ I Cn sv CPT 25s 2:.....................................................:.............................: 7/3/98 ASI# 23 S.V. i _ I .................. ........ ........................... ; _00 Ck= o I I 7/3/9B ASf# 26 a, 141-1 I/4" I I l E I REVISIONS � ARCHIVES � ,, �� ::::::::::::::::::.:::::::::..............._.................................................... ADDENDUM #3, FEB 2, 98 -10 261 � I CLERKS • �o +� 6 ICBQ CHECK 2 MAR 4 98 ao , Co 300c 12 # - � I 257 I � 1 1 a � A8. CLARiF1CATION, MAR 20, 98 EDMONDS PLAN CHK, APR 41 98 I, r �,I � , , M ' 1 CJ EDMONDS PLAN CHK 3, APR 141 98 CC 03D0 26 I CPC CORRECTIONS, JULY 51 98 CIII � 11 I I 5 RFi#46, #50,#39,#41, 3 AUG, 98 I �. 3 _ _ 3 3al -.-.- - - - -- ---,,,■. ,.� -- _ 8' D 4'-6 5'-6a 13'-0" 7 A3.3 I • A3.3 4 361 R ERED I I I A3.7 A H I ECT. ACTIVE FILES �� 262 ACTIVE FILES ` i I I , I I n L o J. Pardlrn, A.I.A. I 255 5 -9 Y I I COURT COUNCIL sr�� ar w► i 2 I I 9 I - I 1 CHAMBERS BELOW 2 A8. 1 I 1 2 I WORK 2A108C F . ROOM CLOSET ; 1 3 1 265a I 10- I I I I Project Title: 268 _ ■5 1� 0 LIB RY 3 3 D D 54 B POW 0 RATE P BLI CENTER OF AR I I LET r I I I - � 20 - _ _ _ _ -CITYOF � .V. I CPT. 256 r DEPRESS SLAB FOR MATS. HOLD TOPS _ 1 _ _ _ _ _ _ __ FLUSH WITH TERRAllO FINISH (TYPICAL) - 14 E IE3 LE / MECHANICAL MEZZANINE EDMONDS o I CORK. WITN S 2 ITT I AC SSIBLE fl_ f !! c� I 5 Z + V11AIT ,� A8.1 TEL PHONE SCALE. 1 %8 --1 -0 �. � PUBLIC SAFETY o I I 5 25 ! AS A 6 1 I 3(26a b 9 13 253a RR■ co 202 COMPLEX 56-1 5/1 '. I I S.D. ' I S.D. -� Y A � -► 18 2o�a • I SEQ STER - ���T��. �k 3 _- - - - - - -_ - 13 - UD. OFF. 68 � � A8 5 SEC CPT T R■ T-����L��,� `ao7N ������-���iv� ���n�Q�Ri� - ,� -- I _ ' 252 WOOD BAN 5 A P D `' r„ .S. 0 267 S.---Riw'�,A��CN W�_ a�T' R STO , f I !iCNC " I I Avg � FIRE � TOP R/-TIPJ6s PER : All I � � fI 7 ,- I`r i t it I 1J 9! V & 7� Il t- U' `%1 I Y f� L E! Y TIO @10 2A1 oBC ASSISTIVE 3 pRE �. PT' I >t 26 2 7 ISTENING D I � I 250 5th Avenue N. 7 24 I - I ( INSTALLED BY ARTIST BUILT --I ETAL Edmonds, r I a DETECT R �- Washington 41P49b NOTES I A3.7 98020 tL] 10 n ° e o 0 0 � 7 1. SEE SHEET AO.1 FOR ADDITIONAL GENERAL NOTES AND WALL POCHE WI Dow AR CULATIONS FOR LOB RRIDOR 2D1. r 3 ► ■S. ► �, .8. ` LEGEND. - 3 3q3.1 ACCESSABL 4, �, COUNTER 203 W TOTAL WALL AR -- 8.5'x19.5' 16 75 SF 3 w a _ i .. I 2. FILL IRREGULAR SPACES BETWEEN MASONRY WALLS OR PARTITIONS AND TAL GLAZING EXC■ , / 3 SEATING rn EXISTING STRUCTURE. SEAL TIGHTLY AROUND ANY FLOOR PENETRATIONS. S) - 2.5 x (2) = 33. SF I f 17 I " s 21r-9" I `� °O TOT ING 2 _9 0 I a �' _ 3. PROVIDE FIRE RATED TYPE "X" GYPSUM WALL BOARD AT ALL RATED ALLOWE % _ .75'x 25% = 41. SF 4 I I ---- .0 3 4. PARTITIONS, = I I >� T■0.C■ A3. LOBBY ALL VERTICAL SHAFTS TO BE AIR TIGHT (INCLUDING STAIRWELLS). v D.S. E ! + _ '�TER P . COURTROOM 249 WALL: TOTAL WALL A = 660 SF ASI R(ISONS 5. ALL DUCT PENETRATIONS IN STUD WALLS SHALL BE FRAMED WITH DRYWALL TOTAL GLAZI 6OURT/COUNCIL STUDS SO THAT THE FRAMED OPENING SHALL NOT EXCEED MORE THAN - 1 f _ xx _ _ �_ _ I _ I _ _ _ _ _ f! DOORS) - 6 x 10.5833 - 68.8 SF 5 i - M - T T% 1 %2 CLEARANCE BETWEEN THE INSIDE OF OPENING AND THE FACE OF , ' x 1.5' = 9.9 SF j 2 to 0 DUCT. 1 249 _ l 78.5 SF + 1 I 1 O ° r-0 .-M1711 12 1 D T GLAZING - Job No., 96021 ■OO OWED 25� - 660 x 2 - 164.7 SF 4 .F. 1 V3 4 °° DII'_ 4 ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE RATED ASSEMBLIES Issue Date: A3.3 - - - \ zo 7 2 CIO H A3.3 PER U.B.C. 1005.8.2 AND U.B.C. STANDARD 7�--�4. o- A8.2 A ACCESSIBLE E NICE SHALL IGNAGE PUBLIC COUNTER - �� a - TER PT■ IN CONFORMANCE WITH ADA CODE WALL: TOTAL WALL AREA - 2 5 SF 8--14-98 r 7 D 6 REFER TO FIXTURE DIMENSIONS SCHEDU TOTAL GLAZING AREA = 5'x 13.5' = 67.5 a \ {`'' 1 / SHT. AS.8. TOTAL GLAZING l .$. a ACUA N /17C 6 ALLOWED 25% = 216.75 SF x 25% = 54.18 SF E LL m I � � I I .C.T. 2 7 V.C.T. TE R. p Sheet Contents: -. 248 13 ■CO ET 247 TERR. / //// � l I 0 RAG 247 1 g e 2 HR. FIRE RESISTIVE AREA SEPARATION ��� L R�/4 x c� . � = %f I V?1 la i co 248 T # - FLOOR P�N 2D _ 5 MAC - �,. 00 i 8 1 /B Q� I 6 0, �_, I A 1_ I V E l� E/V I� 6 01. V I t -.0 - - _kffUl�ICATIG/j pll� �. 6 COURTS & 0- NB _ _ _ _ _ _ _rn -TOO, �• 6,-OLNOL (_,,HAMSER5/C00­r� �� (Q l : I 1 w I Dr.7r �� C0 � 0 6 -10 /8 I s Y / f r- ! 5 1 B I � 3 P WER OPERA 5�41 �. DEPRESS FRAMING THIS AREA - , , � O v 6 -4 5/8 - ,. 4 `� -, _ o n w� I (do 5 -2 5 8 AND RUN 4 REINF. CONC. SLAB TO FACE I T ��a t E ��r r'U L(j, 1 C I 10 '1 K I ,n All material appering herein constitutes the OF ENTRANCE FRAMING - unpublished and original work of the Architect �-� N ` L.. -}, 1 yj - and may not be duplicated, used, or disclosed ©w I I I 1 e1-L �'-on II without the written consent of the Architect. n n?O.P i 1 r 2'-0 ���P, (9) PARR I [_� �Rr� �i / Scale: Ref. North I I A3.6 I HLkLk�111 4�/'6�q�8r1 Y i!_O/ • CO 1 I I Wc(. Q'0 FOR Cor`(A4)c C"Avvle a s. f (I imi ,A B 1 70 3 �'� Q 4 8 16 Q � A3.1 o J Sheet No.: z� w o UPPER LEVEL COURTS SCALE: 1 /8 • A B C D i E ■ A B Al 1 Bv2 C t+Pardini 49'-2" I I Architecture Urban Design 22'_7" 26'-7" Planning 40 Interior Design I I � 1701 Commerce I A3 7 I Tacoma, Washington I 98402--�3207 B B*2 206 383-8700 9206 383-8728 fax $" I �� 8,1 1 I 1000 Lenora St. I Suite 405 2 ..— I Seattle, Washington r-- -- I _,. _.. _ o I 98121--2720 1 �Q' D. I I r 206 223-2742 co 1 1 206 622-9462 fax 1 ---T -- - - - - �; ADMIN," I , cc 7'-6 1/8 1 w Members of ,N 258 ao ; i The American © KIT. CO N F. 7 �` � � . Institute of - cc I Cn J 1 I Architects 2A1 DBC FX. . R c3 .. S.V. CPT. 25B - - - -- - - - -- . -- - - - - - — - — DIIS, _ _ ---- :: o 1 I 13 5'-0 1 /2 1 "a0 •: 00 I _ 14'-1 3/4"ARCHIVES � . .. ... ........... ....................... ........ ' ..•.....rr.• R S O EVI I NS CD co 3 1 I I 1 •` 300c 12 • 3 ADDENDUM #3, FEB 2, 98 vI : ' I A8.2 S ICBO CHECK #2, MAR 4, 98 CLERKS 257 ! 7 CLARIFICATION, MAR 20, 98 I M w "ASSISTIVE 9 EDMONDS PLAN CHK, APR 49 98 I 26 R230 IfI °� TENING E EDMONDS PLAN CHK 3, APR 141 98 I I 5 C I I _ _ CRC CORRECTIONS, JULY 5, 98 nt 3 I __ _r_ �.�� 3 3.1 - A3, 3 I E- -r U T U T T U T— I A3, 3 4�-6a 5-8A 13+_0. 4 s STEREO i � �7 �7 �.1� � � � � 0 � � � � � � � � � � � � C 1. I 1 A3,7 C CT AC11VE-LF�-LE-S- J_ - - go , a I I 2s2 I ACTIVE FILES 11 CT FX. �' -� —r- 1 1 ' ''� LeR ardm� A. , — -I I — + -- -�-.- -- 1 I COURT COUNCIL sr�� of rlriaM 5 � y ' L ---J L �--L _L 9 I 1 I — — CH AM B RS BELL SSIBLE SEATING ••2 I WORK K A8,1 " I A4.1 ' 1 " 249 (:2 2 I 3 7/8 © 0 (0 S 2A1 DBC FX, I ' Ire I 3 268 - - a LIB RY 1S 10 I '/0* Project Title: I 3 D D 1 cc 54 B A8.1 PQWE OPE*TED D 1 , I 1 - PUB I i 1 _ COPIER (BY OWNER) 1 LET ER 2 - 25 - I - .�, ' CPT, - - 25fi _ �` DEPRESS SLAB FOR MATS, HOLD TOPS F 2-�- - - - - --- ,- - - FLUSH WITH TERRAllO FINISH (TYPICAL) 1 WITN S 14 s — _ _ AC SSIBLE MECHANICAL MEZZANINE 2EDMONDS I 2 a CORR* WAIT A$,1 - 1 j TEL HONE ri_ » © I 15 1 W I, SCALE, 1 /8 -1 -0 , 2'_6" I 5 25 256 -1 I11 A PUBLIC o I so g 3 2 b 1 253a RR, 2D2 ,v I S.D. -- 4 - S.D. YCOMPLEX • cv A f` �1 8 20� a 1 - - I - _ SEA _ STEM _ - _ - I _ ] 'P�� - _ _ - �� I U D. O FF. 66 —_ K I 5 CPT RR, �- 7 A8.2 SEC. - � ps. a I 2s7 � � . s. 252 � _ ,,,�� _ WOOD BAN 6 _ _ STO R ��P� f fIv- All �, - 00 I FAB 26 co I I I , .- I 7 I c 2A1 CBC FX. 3 ASSISTIVE 3 OPE �° ,�� I f f f b ISTENING D 249 I `250NT I INSTALLED BY ARTIST 5th Avenue N . Ike _ a 3al -- 3 6' BUILT -3 ETAL Edmonds, DETECT R _ _ _ WOW Washington I 7 9b , NOTES I10" rI WI DOW AREA CALCULATIONS FOR LOB RRIDOR 201. 3 3:, �, .8, -1 _ i U U 1. SEE SHEET A0,1 FOR ADDITIONAL GENERAL NOTES AND WALL POCHE 3 / 31 DC�. ,� r'ALEGEND. , , A3.1 / / �, MTER 203 WALL: TOTAL WALL AR = 8.5 x19.5 = l5 SF 3 EPS B1Z SI oo, TOTAL GLAZING EXC. x 2. FILL IRREGULAR SPACES BETWEEN MASONRY WALLS OR PARTITIONS AND r , 17 ,_ ,� 3�dp 2 _�" c _ 1 -"' EXISTING STRUCTURE, SEAL TIGHTLY AROUND ANY FLOOR PENETRATIONS. DOORS) = 2.5 x6,667 (2 339 SF CLO 2_ 9 I -1 TOTAL GLAZING 4 - - - - 3. PROVIDE FIRE RATED TYPE "X" GYPSUM WALL BOARD AT ALL RATED ALLOWED = _ J 1 " . C 3 PARTITIONS, ED 25 1 fi5. 259 41, S F D.S. I � ._ � 1� � � �, T.O,C. Al8 � , 4• ALL VERTICAL SHAFTS TO BE AIR TIGHT (INCLUDING STAIRWELLS). U LOBBY TER PT. — 1 " 01 7 5. ALL DUCT PENETRATIONS IN STUD WALLS SHALL BE FRAMED WITH DRYWALL COURTROOM 249 W OTAL WALL AR 660 SF PERMIT SET - - - _ - RT COU NCI_L I _ STUDS SO THAT THE FRAMED OPENING SHALL NOT EXCEED MORE THAN GI.AZI co , CONSTRUCTION SET 5 I I M I _ _, DO = 6.6 x 10,5833 = 68,8 SF TER 1 /2 CLEARANCE BETWEEN THE INSIDE of OPENING AND THE FACE OF 6.6` x 1.5' = 9.9 SF 4a_1 I 249 i' U U U U U " DUCT. f � C C � � � � _ 18.5 SF B. 1 - _ TAL GLAZING Job No.: 96021,00 4 . F, 1 3 • )4 U U as �' 4 ALLOWED 25% 660' x 25% = ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE RATED ASSEMBLIES 1 fi4.1 SF A3.3 _ _ 1 7 H .� _ q3,3 �� PER U.B.C. 1005.8.2 AND U.B.C. STANDARD 7-4. Issue Date: 1 \• .....". A ACCESSIBLE E NCE SHAL IGNAGE PUBLIC c 256 � C C 7' 0 TER PT. IN CONFORMANCE WITH WALL: TOTAL WALL AREA = \ 9c TH ADA CODE 216.15 SF 2-9-98 1 / s REFER TO FIXTURE DIMENSIONS SCHEDU TOTAL GLAZING AREA = 5'x 13.5' = fi7.5 sF • "� 5 17 ACUA N SHT, A$,8. TOTAL GLAZING \ I ON 9 0 ALLOWED 25% = 216.75 SF x 25% •- ,18 SF m �� . V.C.T. 2 V.C.T. TE R. _ o ` ! � Q "1 IS'RA 1 3 • /' � 247b Sheet Contents. orf _J < I -1 TERR. + %�/i/ 2 HR. FIRE RESISTIVE AREA SEPARATION 247 x o ,� ~' 248 ..R_ _ 0 5 ,VAS V A l�66) 5) `► L�S� �] o i 1 L� '�" 0 �- e�� � �s ���� FLOOR PLAN oCIO , COURTS & < 0 6 r '0­/�-�y 11 jj ,C] s I ,� �r I vv� ��. � MEZZANINE co I 3 codN c4 L ►$• 1 I 3 WER OPERA .S�41 --- DEPRESS FRAMING THIS AREA WkI W � 1 I AND RUN 4" REINF, CONC, SLAB TO FACE P%;Flf� o U W A3, OF ENTRANCE FRAM �� W 4 A3•� I FRAMING All material erin herein constitutes the pP 9 ]` unpublished and original work of the Architect 0 Q 42'_D"I 18'-0" I 9'-2" I "r L ] ��-� C�.� C4 L _. and may not be dulicated, used, or disclosed JJ''""�� `irk without the written consent of the Architect. r VJ 4 °�' .n Scale; Ref. North lr--T A- 60 vM � �l � r 0 /if ^-I 0- F Q co A3.1APPRO"VED 0' 4' 8' 10 ' CITYOF EDI.DS Sheet No.; 7 w UPPER LEVEL COURTS Q DATE V) U SCALE: 1 /8 -=1 —0 r ❑ 0 0 ■ A • 1 B • C D E A B A3.1 Bn2 C . N ini 49'-2" ; F Architecture Urban Design 22'-7' 26'-7" �� i Planning ���� Interior Design 5 DATE 1701 Commerce A3.7 J�Y�.r�r �� .,a. '� ,. Tacoma Washington �" i-., , ,) ; 98402-3207 'A2os 383-8700 y' �.--�-•/mil y(yy /%� [%�{ Y - �..-- � -�� y .'` '~ � RC�r,au.dr.cr.........r.�C�L.iryNi4nlR.l4i�.-\^.V �ew....�.AL G.W�ICw'.1l.WNW1% LO6 J83•r�yU7LV fa/. J' µ S„ �Q y .-•�"`" 1000 Lenora St. `' [?� Suite 405 1 _-.L" �'" ._.. _..•. _ _ _ _ _ j� _ ..,,., L L _ .� Seattle, Washington - f-- a -� -I v 1 9 e 121--• 2720 p 206 223 2742 co �a. D. I 206 s22--94f2 fax iCT I ADMIN.., Members of .I °° 1 258 7- fi 1 8 I � �. � The American .C-J v 7 '� � Institute of KIT./CONE. 5 .� . vLO �Architects w 2so 26 2A10BC FX. 8A :...................................... S V CPT °7 258 "' . � • • ' 5 �' ....... ... *seal -0 1 /2 cry 14'-1 3/4" °° . I ARCHIVES M 9 r I 261 7 I ' I 300�(12 ' I : :. • • REVISIO S w I ' • : A8,2 ADDENDUM #3, FEB 2, 98 I CLERKS S ICBO CHECK #2, MAR 4, 98 25� MFCH7 CLARIF#CATION, MAR 20, 98 I C26 ASSISTIVE 1)3C:O:] R23 _B I TENING E9 EDMONDS PLAN CHK, APR 4, 98 I Io I 5 C :.....................% EDMONDS PLAN CHK 3, APR 14, r3.. ..... VIIIIIIIVFIIIVIIIII000IIIr OF am6m Me WO 4'" MENNEN A3.3 F T T T _17 _F I A3.3 4 -fi 5 -6 13 --0 4 # 6 REGISTERED CHITECT ACTIVE--FLE-S- - -- _ A3.7 I ACTIVE FI LES °° t 1 � 2fi2 I T - -, - -r - �- 255 I y j4% ar In , A10pC�F�C.� _ + _ + _ I I COURT COUNCIL ��°"� °r w� 2 I I �� � L-� � 9 I 1 CHAMB RS BELO SSIBLE SEATING 2 I I I A4.1 2 WORK A8.1 " v 249 , 12A1 aBC FX. 7/e I -' } I ROOM 2s5a I I 2s8 - LIB RY 1 3 to Projeet Title. I 2 3 D D A8.1 11 - . 4 e POWE PE11ATED D 1 PUB I I A A I COPIER (BY OWNER) I LET ER 2p ; ,V, CPT• 258 _ DEPRESS SLAB FOR MATS. HOLD TOPS CITYOF Me -FLUSH WITH TERRAllO FINISH (TYPICAL) I WITN s 14 _ MECHANICAL MEZZANINE x EDMONDS � I CORR• � I TEL HONE25 2 a WAIT 13 A8.1 I SCALE: /8„=�'-o„ CD I 5 25PUBLIC c 2 -.6 I 2 sa 256 a, I A I 3 2 b 1 253a RR. 202 Q S.D.---aaCOMPLEX S.D...--� Y A r- --� 1 s E • .- I STE R I �--• �' SE ,� .S • 3 �. ' , i _f U D. OFF, fib AB.2 KI 1 5 CPT RR, / � � , � sEc. �' V.S. 267 252 -- -aF - WOOD BANle?17"A4W!!X 07 2 I I , G•� A3 1 �;, I 2 FAB I 0 1 2liflAte 7 SI TIVE � � 0 2A14BC FX. ASS 3 OPE _� . C 0 s�t46 7 2 b ,� ISTENING D 249 ,- e' ru f f� ,,250 5th Avenue N. R NT STALLED BY ARTIST 301 3 BUILT-IN METAL j l �i,� Edmonds, �,momme moo_4 0.1,,, _ � DETECTOR „ L_ 6 - _-� �- Washington o 3 7 9b NOTES n n 98020 � 10 1 w � _ � 1, SEE SHEET A0,1 FOR ADDITIONAL GENERAL NOTES AND WALL POCHE WI DOW AREA CALCULATIO FOR LOB RRIQOR Z01. 3 � 3 4 � �" LEGEND. - _ - A3.1 / -I C C C r,, COUNTER 203 WALL. TO WALL AR - 8.5 x19.5 - 16 75 SF 3 l A E � S�A `I1�G� - k � - TO GLAZING ( EXC, " oo oa 2. FILL IRREGULAR SPACES BETWEEN MASONRY WALLS OR PARTITIONS AND Opp .� 2,5'xfi.fifill -= 33. SF l 17 _ . EXISTING STRUCTURE, SEAL TIGHTLY AROUND ANY FLOOR PENETRATIONS, j 2 9 i LO TOTAL ING 4_ 3, PROVIDE FIRE RATED TYPE "X" GYPSUM WALL BOARD AT ALL RATED ALLOW 25� = 165.7 25 = 41. 5F 1 - 9 •0 3 PARTITIONS. D.S. _ _ _� T•0•C• A3, LOB 4. ALL VERTICAL SHAFTS TO BE AIR TIGHT (INCLUDING STAIRWELLS). C w •- COURTROOM 249 WALL: TOTAL AREA = 0 SF _ y ... " 20 TERR. C 5, ALL DUCT PENETRATIONS IN STUD WALLS SHALL BE FRAMED WITH DRYWALL TOTAL G NG EXC. PERMIT SET It WRT COUNC1 STUDS SO THAT THE FRAMED OPENING SHALL NOT EXCEED MORE THAN ( I CONSTRUCTION SET 5 f " R • 1/2" CLEARANCE BETWEEN THE INSIDE OF OPENING AND THE FACE OF DOORS) 6.6' x 10.5033 = 68.8 SF DUCT. 249 6,6 x 1.5 - 9.9 SF I - 7895 SF ,�- 6• ` "' 12 TOTAL GLAZ Job No.: 96021.00 '� _ _ . F. 1 •CC 4 °° � 7 4 ALLOWED = 66C x 25% = 164.7 SF .�cc �, ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE RATED ASSEMBLIES si PER U.B.C. 1005.8.2 AND U.B.C. STANDARD 7•-4, Issue Date: A3.3 w H A3.3 , a A ACCESSIBLE EN NCE SHAL IGNAGE PUBLIC COUNTER 256 �,� 7 a TERRA, IN CONFORMANCE WITH ADA CODE WALL TOT WALL AREA - 216.75 SF 2-9--98 REFER TO FIXTURE DIMENSIONS SCHEDU T GLAZING AREA = 1305' = 67.5 SF • 17 ° � � � � EVAC A N SHT. A8.8, AL GLAZING . 0 9 L6 ALLOWED 25% _- 21 5 SF x 25% � 54.18 SF m . V.C.T. 2 ° - V.C.T. . ' �-.0 ET R' Sheet Contents: &RATE, 247b TER w <` �ZUC/ 19�. ��� �� 2 HR. FIRE RESISM AREA SEPARATION WALoI $ X c.)�12487 r � 0 � FLOOR PLAN CIO c o-� .. COURTS & Q Q 6 CIO M D. , � �'0.�� /air �s-o j#/ / eqPiA8.1 I 3 WER OPERA .•� DEPRESS FRAMING THIS AREA 0 1 I A3.7 AND RUN a REINF, CONC, SLAB TO FACE _ d 4 A3•� I OF ENTRANCE FRAMING �f�'� WG��iaf..,-/�,� All material a{apering herein constitutes the wof 0 0 421-•�p" 1 B'-d' I 9'-2" I / Q, :� �:1/ %L�% i /'�? - aunpublisheddmay b original work used, or Architect 0 � lrl/l k /�Ae-4 and rr�a not be duplicated, used or disclosed without the written consent of the Architect. fig'-2" Scale: Ref. North B 1 Ica 0 3 I A3,1 O 4 8<1 1 fi o Sheet No.: w o UPPER LEVEL COURTS I " SCALE: 1 /8 = 1 -0 • A B C • D + E ■ a A B C p + E rkt+ftrdini Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 (206} 383-8700 11110011 206 383--8728 fax 1000 Lenora St. Suite 405 MCC _ 1 - 981 Z1 Seattle, 2720 Washington 1 G 206 223-2742A3.1 206 622-9462 fax I I EXTERIOR WALL ASSEMBLY Members of The American SUPPORTING TRUSSES RUNNING LU Institute of PARALLEL TO THE 2 HR. AREA SEPARATION Architects WALL SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION, FOR A WIDTH OF I 5 FT. ON BOTH SIDE OF THE AREA I I I 8/3/98 ASI# 23 2� SEPARATION MALL. " 1 a " " * 0 " 3D -D 10 -0 3Q -0 1 D -0 30 -0 8/3/98 ASI# 25 46 -0 25 i 2 1 REVISIONS • 1 A3,4 ' • ADDENDUM 1, JAN 9, 98 A3.4 # A4.2 I I A ICBO CHECK #2, MAR 41 98 I A CLARIFICATION, MAR 20, 98 =c= A8 iC80 CHECK #3, Apr 2, 98 010 -.-own" .� — _ _ _ — -.- --. ` " I CPC CORRECTIONS, JULY 51 98 8" 8' 8n 8" 21_8" 21_8" 8* 8" 8" 2'_8" 2'-8" 8" 8" 8" 2'_8" 8* 8" 2-2 1/2 8* 4 1 5/8 �4 RFI #40, 3 AUG, 98 6'-3 9'-fi" 6'-3"�LTe_ 6'-3n fi'-3p 5'-3" fi'--3�ITe- 4'-fi" 4'-6" 4'-fi" 4'-2" 4'-6* _ 8" 8" ` #3 16 =GI D 2 ATM CH E 202 * 1 4'-8" o Lego J. ardini, A.I.A. n DI o I .__..__.. o i • I - - --- - --- o TE 4F MG191�%7ffi CN 2 I _ - 12 _ - _ - _�_ - 1 D.. D14. I %32A1 OBC FX. ' a 12 -6 4" I "Pei j zr 3 9 I ONE W MIRRORED GLASS AD M I N' 1 " I 1 I Project Title: A I SEC. ADMIN, POLICE ADMIN I _D 4 �, DET. I 3 I UPERVISOR A.P.C. ® 4a CHIEF CONFERENCE I J , O#LET A4.1 o SGT. 030 18 ® I 22 I I ® ® " ® a ©� I CTI C2) � CauNTER I 12-9 1/2 i 2 9 18 14 ICITY F I ® I 10 10 13 I RECORDS }- 13 14b 217 V-8 C" I s 13 DETECTIVES uCTS IN W LL EDMONDS 3 —11 1 I 4 —5 /4 ® I 14 0 I I 1 13-5 1 2" 13 I 8 2 --- © / l I 13 5 I P IJ L 1 AFETY TING 010-1 a WAIb 13 13 I I A3b I I I I © D.A. R. E. P O Q • J 13 * 4 CON OFFERRED EILING 32 -7 1 /2 I COMPLEX I 13 � " � © ® 13 � 12 = 05 I " 4 -p R 211 * 110 " 4" 2, fi" CLERESTORY WINDOWS g `r/�'J a (��\Jj I 1 _Q . M" I d. 1 D -3 1 /B 11 8 3% I I I V A 1 I • � E P V R � � —7 _ u w I w vo I 270 LL `� TAKING I 5'_7 1 �4" '_4 .VV/ F S {� 21 1'-7" 2A1 OBC Fx I r x �, — I 2� _..- ..._ — © � I 2A1 APPROVED -- DATE 2 I s —1 _ TAI R 221 13 0 ( CITY EDMONDS -BLDG., DEPT. 13 1 g fia rrT D7 19 ' 21 19 21 1 I ,�. 10 I o 0 o A o A3.2 Building Official OBBYWill 1 1 I ,.. ♦a.1•a......!•• •.•..... ..••. ... -- _—'— ♦.. • a ••.}• ••s...••••.• •a....... •{.... •.a •..a,. •.•. •.!. •{{•u.l•a..aJ. . •.as. ..•1 aa.. •a..••....•.a.....•r...• •..•• s...•.a.. •.. u!. ••}•u•.• •, .••.f• .... T. ` w - AREA OFA 4 - - - - 6 ---5" I A e ASSISTANCE B i 228a �•, 225 1 A 3 i AS 3 1 R 8 '� ORRI O a 3 PHOTO I C3 z k A CORRIDOR I * 2A108C FX. ' T a _' I 242 21 E=�7* fi — — — ._. _ ..._. ....� ` 21 2 2A10BC . WALL o I 250 5th Avenue N. 2A1 BC FX. 242 15 15 20 I � 223 MMM � •...•1f.. H..M.•........•a►b....,1.YaYi .. •..a.1{a..l•l.f.•....•..}} H/.•,•1/.l•1,i•a H•1f. Ff• 1...11f •.••.f. ••.1 •.• 1....1• ...•1ia.. {...•••• .. M.Y }.uN.. Y• .a..{a.la.••1...• • •••.. •••.f.••N• .f...l....•a •1...... .•...aiif.!! • •}H.1.1f}.. p{. •••f}1 .•.•.. •• •Y., o..w•...u..ff.f..u.•H• — — I " a D CEdmonds 7 9 a 2 Db 23 23S (Vt ,� W. C. 2 11 11 _1 1 226 � c >Y� �_-� 13 COF. INT. CaRR INT. NITOR; i I Y. . Wash'ngston 1 8 1� r © I® 1 " La ei' 246 I * 14 I ° ' i I t " 1 ©. " 29 8'-2 1 4 5'-p* 8,_�" 6 A/V P LL SCREENS 17 11 23 5 -p 13 8 1/2 11 —s 1 5 D WORK I .. 20 1 24 H 3 KITH 1° I I I 10 228 10 3 ;........................ a... .................., ACO TICAL DOOR I UV N ® I I 3 HAL LIBRARY/ 22 I O R _ 243 1 F 241 I ALT#06* I R IMING M E I235 CORR D � 113 tSJ324 3 TRAINING ;� �-� 239 13 © o I w ® I I —� 9 I 1 24 I I 227 I Z44 I � OM I 1 240c I 11 s 13 I n13 NARC. 13 I 3 MEN I - I — - 1 I DETS. �, NARC. I 2 10 C FX. 245 I �� J �m I I A.P.C. 13 14 ® SGT. I ASI R ISIONS ! D I , © RI E PREVENT, r 1 C3)I - A4.1 TRAIN , 3 o A S I ST. D F_ 9 9 3 4 _ I I I SGT. RIME PREY ^, / 22 _ I I I I® OFFICER _ _ ! _ I ® 230b j I Jab No.: 96021 9 I Issue Date: D.S. 1 - -- - - - l - - - - - - I � o I- t l •------_..----�� • • D. . 1 w I _"1 I D.S. D.S. . , 8---14-- 98 EXTERIOR WALL ASSEMBLY J i �' I SUPPORTING TRUSSES RUNNING — — B'=3'' �"' -" �"` �"" — — — — " — "' '• " �'=3" —" I 8" 8A 4'-6 1 /2" 8" 4' 1 5/8" PARALLEL TO THE 2 HR. AREA SEPARATION I I 3'-5 1 / J m — — .� .._ — — J WALL SHALL BE 1 HR, FIRE RESISTIVE 2'_8* " �, s " � F n � �� r a w n � n CONSTRUCTION, FOR A WIDTH OF 8 8 8 8 _8 8 8 $ 8 -8 ROOFLINE ABOVE Sheet Contents: ,5 FT. ON BOTH SIDE OF THE AREA n I I z3 SEPARATION WALL. 14 -D 23 t 2'_p" 23 x c� 28'_8* pt_D" 1 26'-0a � I 30'—D" I 54'-0" FLOOR PLAN co too, UPPER LEVEL a_ N 168'-S" POLICE QQ0 0 2 Q h— 1 All material appering herein constitutes the ' ' - )1 r ne cA A3.4 4 unpublished and original work of the Architect LLJ� U -� z = � A3'4 and may not be duplicated, used, or disclosed OJ 0 -� - 5q(A l�ji �"��%� NOTE. without the written consent of the Architect. n n '0,04.k 1. ENDS OF BUILDINGS TO BE HELD OPEN FOR INTALLATION 3 OF MECHANICAL DUCTS AND EQUIPMENT. Scale: Ref. North A3 . 1 ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE RATED ASSEMBLIES UPPER LEVEL POLICE PE 1005.8.2 AND U.B.C. STANDARD 7-4. ADA ACCESSIBLE ENTRANCES GE 0 SCALE: 1 /8"=1 ' -�4" 6 0' 4' 8' 16' N to IN CONFORMANCE WITH ADA CODE 16.2 REFER TO FIXTURE DIMENSIONS S Ld J Y = = 1 Sheet No.: Mer 2 HR. FIRE RESISTIVE AREA SEPARATION LLJ V r V i 0 • • E Merraitt+Pardini 1 EXTERIOR WALL ASSEMBLY SUPPORTING TRUSSES RUNNING PARALLEL TO THE 2 HR. AREA SEPARATION WALL SHALL BE 1 HR. FIRE RESISTIVE CONSTRUCTION, FOR A WIDTH OF 5 FT. ON BOTH SIDE OF THE AREA SEPARATION WALL. i 2 2A1OBC FX. x CJD co 3 Q i 4 i 0 o 0 � �m w a x o co Cn o a o co 0 0 w � a w 4 O F)-� n n UPPER LEVEL POLICE SCALE: 1/8"=7'-0" i A i 0 i C • U NOTE: 1. • F ED ENDS OF BUILDINGS TO BE HELD OPEN FOR INTALLATION OF MECHANICAL DUCTS AND EQUIPMENT, ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE PE 1005.8.2 AND U.B.C. STANDARD 7--4. ADA ACCESSIBLE ENTRANCE S GE IN CONFORMANCE WITH ADA CODE 16*2 REFER TO FIXTURE DIMENSIONS S 2 HR. FIRE RESISTIVE AREA SEPARATION • NDS L.ANS EXA1416IN RATED AS E SEMBLIES 1 C� • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402--3207 206) 383-8700 206 383-8728 'Fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206) 223-2742 206 622--9462 flax Members of The American Institute of Architects REVISIONS 2& ADDENDUM 1, JAN 9, 98 4 ICBO CHECK J2, MAR 4, 98 Q CLARIFICAMON, LIAR 24, 98 ICBO CHECK 13, Apr 2, 98 I CPC CORRECTIONS, JULY 5, 98 Project Title: CITY OF EDMONDS PUBLIC SAFETY COMPLEX 250 5th Avenue N. Edmonds, Washington 98020 PERMIT SET CONSTRUCTION SET Job No.: Issue Date: 2---9--98 Sheet Contents: 96021 FLOOR PLAN UPPER LEVEL POLICE All material appering herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North 1 /8" = 1'.0" (� 14 0 Sheet No.: A202 1 b, • A 0 B Y C 0 i E 1 Q a I CIO 4-1 L- Z3 0 U W ___l LL- zCy- x co a- d w Q d 1 • 2 3 0 c� cD m ry 0 d N 0 z w 4 O n 0 n UPPER LEVEL POLICE Y o SCALE: 1 /8"=1 '--0" N 60 d a� C1 J w a = Q A B • • NOTE* 1. ENDS OF BUILDINGS TO BE HELD OPEN FOR INTALLATION OF MECHANICAL DUCTS AND EQUIPMENT, W V• CJIV�11 77-- 7� CITY" c�Y`p,�{v, `yj LF F 1=•u� ,.a�. �1�� � {� rir"�h. El � (�, f��'igs �'�R ALL CORRIDOR GLAZING SHALL BE 3 4 HOUR FlRE RATED ASSEMBLIES PE 1005.8.2 AND U.B.C. STANDARD 7-4. 6 � ADA ACCESSIBLE ENTRANCES GE IN CONFORMANCE WITH ADA CODE 16.2 REFER TO FIXTURE DIMENSIONS S 2 HR. FIRE RESISTNE AREA SEPARATION • E f } 1 0 2 3 Mbrdft+ftrdini Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402--3207 206 383-T-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 (206) 223--2742 206 622-9462 fax Members of The American Institute of Architects REVISIONS ADDENDWM 11, JAN 99 98 I a ] ICDD CHECK 12, LIAR 4, 98 A CLARIFICATION, MAR 200 98 A ICB0 CHECK 13, Apr 2, 98 nL003elal Wrdini, A. OF WAS46101 Project Title: CITY OF EDMONDS PUBLIC SAFETY COMPLEX u 250 5th Avenue N. Edmonds, Washington PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Date: 2-9-98 Sheet Contents: FLOOR PLAN UPPER LEVEL POLICE 4 All material appering herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect, r1 Scam: Ref. Forth 1 /8" -=r 1 r on • A * B • C s D • E • ftt+pardini Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402�-3207 206 383'--8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 1 j 98121--2720 �206) 223-�-2742 206 622-9462 fax Members of The American Institute of Architects 1 A3.1 I I l -8 .- - 40 -0 45 -0 • I ' ' 4'-10 1 /2" e 5'-10" 33'-1" 40 L 111 0 [ .410 lx) A REVISIONS 12'-8" '`, f � A t`f 4 -9 F (q/�, CPC CORRECTIONS, JULY 51 98 f Z2 A3 r 4 A3 , 4 N,I.C, FUTURE LOCKERS 7#_3' 25'-10 1 /2" R 9,-6» ROPER � _ _ _ _ _ ._ _ — �, _,., ..... — _ .... _ , , T , 3s 1 GI RED 6 117 „" .... � ECT • f% ♦ .41 • . 1.. I ..� � I k D.S. D,S, D,S, D.S. D.S._ - - - - - - D. , - D.S. D.S. - - - - - - - - - 1 � .r M' • .ti t Y •• '� J ..• •J. ./• .r ww ♦ .! ♦ .�. ! • .4: y •: i. •" 4 i• L ... •: ! /' T.• ..f � �' •i Y' •. •t K •^ ? :r' t t • T. A • t -r L . h - Y4' •. an, ins 94 � —1 — Al OF WASOM STORAGE -� I I I 1 ST R GE I 117 � �, L_ �, I I 2 s I f o 1 1 Q98 1q.g _ I — A4,2 2 CD 152 1aI= 5/5 e`_s» I8�_6» J I$�_s" Ig�_�� �, 1 I 4 I _ -- -- LA �, �'r - ` 109b 17 1 -� I { I _ � gF � � � IDENCE �- 12 I S ���r � 17 4s S O G �- I I PR CESSING I I 000, � _L. �. ..� Lw. _ _ _ _ _ _ — _ --1 �i'l LI I 3 11 137 I 120 i 3 I I Project Title: 3- - - - - - -� ! - - nl-�-— - - - - - - - - - - -149 _ + 3 11 b - - _ 122- �� �, �_ a " 2A10BC 13 9 �7} 1 LOCKERS ,� I I r .,f. ,�,• , ,',"s. ., 21 3 1 ? 7 fi 1 — — 4 I f F.O.I.C. 7 1 LOCKERS, P O P E RTY 12 c z LOCKER A4 r 2 EVl D E C E I 119 0 ND. — _......1. �.... I LOCKER F.01 I,C. I I FFICER 1 --- — — — — --CITYOF PASS THR H VEST. ROOM I PROPERTY 2"-5" — --- 116 4 I 15 7719� 1 I2 --- --__ '- EDIVIOiV❑ _ 13 4 109° 09 _ BIO — — ---- --- — — 109d 1 I I — I I 3 B N K 109C 427 1o9a I 121 1 C WORKS CH FTPUBLIC SAFETY 109D 1pa° 1 Db IDENCE LOCKERS 1 1a 1106 QI STAIR DUSTING S I I I I 3 109A I 2 FOI C I G STATION 24 -9 1 /2 j I 10fi S_ 13 I I 1 _)NIPIE . � A3,4 I VEST. I s I 0 1 fi un 110 1 oS ��4� 11 S 3 15 C123c I I I • 1 _0 �I) 2 I A3.2 RMORY —_— R TIV I UNIFORM 1 s 5 I _ 105 �x ...� fi'-5 1 /4" " STO RAGE 14 PARKING I I I �] 1 N T A C I EN I N 11Bb 2 4 A " _ CORR GARAGE .— Ili 1 138A » � I I R 1 1 i 1 7 j 1 Q l � I 1 -5 A$.3 . M + 7�_p� 4,_0" M 111 I 137 � ge51577 + LO 1 LO C R + I "� ' �'� i � ST. 3 2 f I 3 A%3 r(:K0,F<4)1 8 $ 14 / 21 I °° S 114 0 3 A3.5 A3.5 _ — - a L — — J TD RAG EP � �- E I I 250 5th Avenue N . 4 - - — --- �---------r CORRIDOR I 114b 19'-1" 114 2'-6" 118 3���`'� '�, - �- ------�- C123d)4 � JAN 11 —s 3/4a I I I Edmonds, s� 2A10BC FX, 138 12' fi 1 2" 1 2A10BC FX. BI 40BC I I ;V '.;.♦.Y!eM,IM:e: .;l. ., .. •L , .•., ..y1: 4•• .4^4.4'-5 1 2' 5' 146a - / 4'-10" 00 40_.,, „_. _.,,_ 1Washington_ — . _ _ _ -- _ A3,2 I a 5 rJ - 1 - - -- -- - ----�- - - - r� 6 142a 141 1 127C O 8 47 8 �,_4 1/ 1 S 8 1 8 1 PI 0 LOCKER TO L_ I f H..� ' I 13 26 I 1 7b I 3 4 MAN8 " I 124 21 i MAIN CO M. STAIR » » o ,- » » Ise CO R R r i 7 -2 1 2 10 9 10 2 1 fi -4 1/4 1 B -5 1/4 I 17'-2 1/2" - 1 6 15 PISTOL LOCKER 1 E LECTR I CAL 1 1 1 ��IL 150 �. 103 143 1 NTa I NT 1 n I 40 BC �(. } 13 PATROL 14 134 133 I A4r 1 1 1 s SPECIAL OPERATIONS SQUAD PATR L 1 BOOKING . J 4 '. SERGEANTS 1 144 I-� IT./LOUNGE ROOM WO R 125 12, a N 1 �1 144 I 33 1 Q I PERMIT SET LOB Y ANIMAL PATROL OFF.1:142 I441 141 139»1140 1 o I SALLY PART I r 101 15 6 -6 145 I 1 1 17 12 8 127 1 .� 151 101 IIII C H o 14 I_ 135 ♦ti Fil R e tit _ ..... 13 4fi ' FITNESS I I I 2A 0BC FK, 1 21 17 I ELL I Job No.: 02 i 103A 96021 143 " 13 128 1 1 0, ;; 4 4 I+'� � 2 � � I l �. 17 � e 1 2'-6" - GELL EQUIP. E 21 1 Issue Date: M H _ �+ k 11 I ELL a 1 Q2 I I 136146b-2-9-98 6 132 13 129 17 'ifY'�•!!til� Y�L{•i % � ^Yrti.fl fir; w♦�..� `.� •I .1 r.rl �� • :• 3 � � — � D.S.03 Da . I � i S, D, I ° ' — 0 o i o 2A1 OBC FX, I I I 14 I 1 o D,S. .s, ri V t = » , » I. v v — . v v �. rn••. a1�i it •Y•Itl1Y. Lrrr •I�IY YtlYIYY aria ' » IL v v v v— •� - ww. r...•.l.. ,...v — v 2 -10 3 4 - - - » » 4'-6 1 2 � -- -.- �-•- — --, —,r — J » l / fi 0 6 e fi 3 4-0 3-0 4-- / fi-3 10 10 fi 3 44 4-�6 � ran, now a.... _ - rain, arar. aa... _ _ _ r4.. _ _ .rrr _ _ _ _+ m l l _ " Sheet Contents 3,_0» 3,_�" » 1,-p" 1,_ , 2 -9 2 w0 8" 2,_p� » l W Q 4_�I E (Y � 31-5 1 2» x a I 17 fi � , I I 5 10 33 1 18_2 FLOOR PLAN 10 0 E 1 203'-D" I LOWER LEVEL o � I I , ilu�I APPROVED I I CITY OF E[�ONDSPOLICE 2 1 w ; = +o Arm' �► �L- A3 *4 3 No4 -7110lq5r ATE r, _ 0 U �- �' ppering herein constitutes the u_i p��5+ E� � I material a unpublished and original work of the Architect a O and may not be duplicated, used, or disclosed I rr without the written consent of the Architect. n n NOTE: Scale: Ref. North LOWER LEVEL POLICE 1/8 ����� ,� �vD�► 1 D � . � ENDS OF BUILDINGS TO BE HELD OPEN FOR II�"ALLATION SCALE: 1 r8"=1 ' --C" 1(A C � ut't. Tr-Ooi i 14 b M d:Sr T3e 5E TFAi��A � 13 MECHANICAL DUCTS AND EQUIPMENT. "OTZ. fli.� � ��� C�Sj f�(�� 0 2 ALL CORRIDOR GLAZING SHALL BE 3/4 HOUR FIRE RATED ASSEMBLIES N PER U.B.C. 10015.8.2 AND U.B.C. STANDARD 7-4. a �C�[.V Pf Gam/ 5��i, cJ 1"►r1 0' 4' 8' 3 ADA ACCESSIBLE ENTRANCE SHALL SIGNAGE -� 'i�G ��1 THE S3 �-I �`�C�� t� � o cam' . IN CONFORMANCE MANCE WITH ADA CODE 1146.16.2 Sheet No.. �0 -F,��,� -� ,, oI s ue • REFER TO FIXTURE DIMENSIONS SCHEDULE =Q SHT, A8.8. rn U �' i ! ® C # D , E LIL+ rdini ",�y . Architecture CITY F MS Urban Design Planning Interior Design ' DATE l•5• ^ate }. ��: �� 1701 Commerce PLAa%3 E�����n$NER Tacoma, Washington 98402-3e207 206 383-8700 206 383-•8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 1 98121---2720 206 223--2742 206 622--9462 fax " Members of The American Institute of Architects , Al 1 r C D E F 0 422-81111 40'-0" 401_01111 461111111111111011111 4'-10 1 /2" 5'-10r Olo 33'-1" __O0 L-1101 REVISIONS A ADDENDUM 2r r 21 JAN 98 L,� I 0 CHECK 2 4 12`-8r /e, V4r�,9 Q 4r-9" . tea✓ '�,.�1-/ CB � ,MAR , 98 AB lCBO CHECK 3 APR 2 98 A14 A3.4 N.I.C, r r R FUTURE LOCKERS r_ r 25'- r , " ROPER 6 �3611 ' tM ED 7 3 1 1 /"� B" 9 _6 —� 117 04 t D.S. D.S. D.S. D.S. D.S. D. . D.S. D.S. _J r2 2 _ 1 0 109 B I 148 I 117 _J I— � I � J r- � � r J ■ ■ J r • � ILJ 4 � � � .r.. A4. L 8 fi 8 —5 8 —6 8 -6 17 ;- I 1 �° f >- I �A o Q TO RAGE 1! I I I I I "Cl 152 ! 1o9a I 1 I IDENGE 12 I I SST S• �] I PR CESSING i . --i -� ,. — — -�.......... ..�. I I 120 Project Title. s• 3 11 I 13 I I�. i 4 3 11 122 152 r (7) 1' LOCKERS � 1 � 3 17 T-6" � 1 2A10BC 13 K — 9 F.D.I.C. � PROPERTY _. _ 12 I R CORRIDOR 7} 1 LOCKERS �,�.. 2 EVI D E C E IF119 ._... __ 1._.. ____ ._...... I LOCKER FeOeIeC• I FFICERCITYO,F a4 R I PROPERTY ,Zr_5R PAss THR I ❑ E 15 9w� 12 ROOM T � 11� I - -- ___r.__ 4 D• . � I 109 i 113 2 .._ _ _ '- EDMONDS e t 16 109a .L J 109 U r � BI O � 2 3 121 1 c I 1 9C V 1a9c I WORKe H I 1 1 o9D PUBLIC � t�S _ _ � 1 1 a 1 _ �, 1 I IDENGE LOCKERS STAIR - DUSTING STATION r I I n � � � �, - I 109A I FOIL � I � - 24 -� 1/2 I COMPLEX # `��A14)�- VEST, I 3 II 1 fi 110 1 OB 111 3 2 15 123c I - I 1'—o" M 2 2 Al2 I I RMORY PRO TIV UNIFORM 1 --.—----._......L---_.. s3 — II I 105 _ —5 1 /4 'STORAGE PARKIN I 4 TRA C I EN _ r., 116b I I - 1 7 1 0 138A C O R R A8.3 GARAC E 2 I I ,t I � I 15 1 vri � r.�r 1 I 111 I �? 1 r I LOC R 137 t 23 I �' I �- ST. 3 2 II 3 A3.0 4 � 1 8 B - 1 21 — 18 114 ° I 3 A3.5 A3.5 _ _ _ TORAGE -�- I I 250 5th AvenueN. 4XL_ � 44b _, .�.. �...... ..� ._ _. �.... — — — — _. ..� ..� .— CORRIDOR 114b r � 9'- " 114 �*_ gr 11 _: 1 .BAN 11 -8 3/4 1 C123d)a I I I Edmonds, �' - • 2A108C FX. 138 ,- „ �- r - 1 2A1 DBC FX. B 408G - `a 1 4'-5 1 2r 51. 14f a 12 6 1/2 4 14 � — .... ,._ ,.....,.. —' — — .....,.....,_ I � I .. CONC. W' A�.2 Washington 5 r I n15 I I s -4 = 142a , 41 1 _ 98020 8 7 8 g, 4 1 1 8 8 I 1 1 8 1 PI O LOCKER _ I " _ � � I H��. TO L 3 4 MAN a I 1 I 26 I 1 ti I 8 R - fti ' 13 STAIR r w , r 0 r rr r r r tr ( r r 124 L2V 3 MAIN CO 1 7 -2 1 2 10 9 1D -2 1 fi -4 1/4 18 -5 1/4 I 17 -2 1/2 I C O R R. � 1 6 1� PISTOL LOCKER ELECTRICAL 1 1 1, 47 � , 15a 0- 1 �3 I NTe I NT 10 2 BC FXa L 143 L, I I' �- 1 6 PATROL U 133 I A4.1 I 16 _E SPECIAL OPERATIONS I SQUAD SERGEANTS PATR L 1 BOOKING UN s 144 J IT. LO U N O E ROOM VIZOR E125 a!1 14Q I 33 I PERMIT SET 2 1 LOB Y 15o 1 1 ANIMAL PATROL OFF.EIRI441139 1 r- r -� 1 140 10 I SALLY PORT I CONSTRUCTION SET 101 6 fi 145 I� 1 INTO 17 s 127 1a ME_ H eft 14 L 135 I 1 2A 08C FX. CELL • �r �s�r� FITNESS 1 � I I Job No.: 9�021 I 1 D21 , 4 102 4 2 ATION 143 I r 1 13 , C e 1 128 1 a� �� AZAA, I � I C CH �' 11 I I 2'_6r CELL EQU IFP. ELL 21 I Issue Date: E! I `y I I 132 13 129 17 I ._.._p -N p a O p 2 98 L f�li o ; 2A1OBC FX. ,j I D.. I 14 .S. D. , + • p D.S. S _ 5S /, �. 2'-10 3 4" r ,_..,. - -- - - - -- - - _.... _ ...� . r r r r 4`-fi 1 2 - — ,� -r ---- -- - r- -r --- - * ,LipLip 6 -D --6 1 fi -3 4 -0 3 -g 4 - _ /'01 fi -3 1 D it 10-1 D fi -3 — solo4r-�fi 4r-fir i IJI W m IT 2' 2" - 3' D* 3'-g' 1 �_0r 1 �_ r 2�' Zr`0r $� r . r Sheet Contents: 2 -06 o � \23' —fi 1 F2r _xofil�� �,% J co 7'-6r �G� 129'--9" V-10" 3311.1" 18"_ � FLOOR PLAN m' � � ' �` 203r-0,. LOWER LEVEL In N a , POLICE ' co M 2 w o A3.4 3 A3*4 , !- N TE, w 4 A3' 1) ENDS OF BUILDINGS TO BE HELD OPEN FOR INTALiATiON All material appering herein constitutes the -4 unpublished and original work of the Architect 0 0 OF MECHANICAL DUCTS AND EQUIPMENT, and may not be duplicated, used, or disclosed without the written consent of the Architect. r� 6 2) ALL CORRIDOR GLAZING SHALL BE 3f 4 HOUR FIRE RATED ASSEMBLIES PER U.B.C. 1 C�aS STANDA#Q 7�-4. . 6) 1q&m vL oom Je o(e Scale I�ef. North LOWER LEVEL POL�ICE 1 �s .0 ��3) TE WiTI"! STATE ELEVATOR INS ECTOR FOR ELIEVATOR RE 1 S= 101�0"�•� �r roc � u.�. � �` RE SCALE: 1/8 "=1 r •—Q" &e h" r .e �.r i G0vr�4u e bay ADA ACCESSIBLE E RANGE SHALL SNAGE ►� o IN CONFORMANCE WITH ADA CODE 1106* 1 Q� REFER TO FI RE DIMENSIONS SCHEDULE �' 1 �' wy4"o�14?4w 124 UY IIIiA 4e 6 mini o --, n / A r9-r�4 /aG4,917r74e. Sheet Nv.: � % W 2 HR. FIRE RESISTIVE AREA SEPARATION1) 53 )PAAt1at,1 W V) 'z lol�vl- d4ovv- 6 '� c� -• A '� B • C i • D ; ■ E r - - .,; =- -i. ], ^ .fi°r'.:_-- 'Sn;'.-:s, n•r:- r� .. r `.,., , .- `- �r4' ' r ,7 -r _ _ r i•rN _iiP .5; r-rf,r': fv- , _ _ c n r' r r .,. 1 r -r I. • I r - ri „ Sri _ - o - " r . h' ,. ., - . , 'a^vi y•i_ :� - r • e . if I r , if y .ii' il•, f lf- 'r n_ _A .r. �k 'l `Irr ,r 5' rt - - , , , i t � � - • - .,._... , n-.. �:..r i,i _, �..•.�._ _ , � ��� .. .... - _ r • A • 9 • C • D • E • APPROVED Me111q.1L+Pardini" CITY F EDMONDS Architecture Urban Design Planning '$ DATE Interior Design PLANS EXAMINER 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fox NOTES 1000 Lenora St, Suite 405 Seattle, Washington 1. ALL FLASHING INSTAIlATIONS TO BE IN CONFORMANCE WITH THE CURRENT EDM OF THE SMACNA 98121-2720 SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION INC.)ARCHTECTURAL �206223-2742 SHEET METAL AND FLASHING MANUAL, AND PER MANUFACTURES RECOMMENDATIONS. SUBMIT SHOP 20f 622-9462 fax DRAWINGS FOR ALL ROOF FLASHING CONDITIONS. INCLUDE SMACNA RACE NUMBERS FOR ARCHITECTURAL APPROVAL (SEE SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS). BUR Members mAmerican 2. PRIOR TO COMMENCING WORK CONFIRM THAT THE SUBSTRATE AND WORK OF OTHER TRADES IS IN Institute of COMPLIANCE WITH MANUFACTURES REQUIREMENTS AND ALL DETAILS CONFORM TO CONTRACT Architects DOCUMENTS REQUIREMENTS. UR B B.12 C Q F 3• 18E uCME�AR � 5� 0 I� THE ATTICE AND TRIES SPACES. BREAK-UP OF THE Ass M PER AREA DRAF 151DI'S SHALL BE AS DETAILED AND MADE (:G FABRICATED FROM A 1/20 G.W.B. 'X SHEET APPLIED TO ONE FACE OF A TRUSS, AND EXTENDING r3-% 2 FROM THE CEILING TO THE ROOF AND EXTERIOR WALL TO EXTERIOR WALL, WITH NO LENGTH GREATER AM A8. 6 I THAN 60 FEET., i I I I i I I --I-_ _ _ .-. _ - _ _ _ .1...._ _- I REVISIONS + I I I CLARIFICATION, MAR 209 98 3 l I I I # 3 RED 4 k C ITEGT 8e5 eRoy I Pardini, A.I•A. srA1E OF WaYNIN 2 I I I 2 k ARRFMW I I I Project Title: 1K'20 A8.5 I l ! H EDMONDS ' r .,r PUBLISAFET Ro F ACCES r �I ® t ) COMPLEX ' •r _ _-.—C — I I - � M CH. � '� • I RELIEF VE S I I I I f i I BI UMINEUS R I ROOFING ` I I I I i I 1. - - - - - - -- H f 1+ 1 Til I --T TFFI T 11 T I —I r 1UTTIF _LL 5 8 250 5th Avenue N . i i I k AB, 7 i I I Edmonds ! I Washington I ��• I I I wu l 98020 � I I 3 ' CW A .... J i 1 3 6 i I 20 I - 1 A8.5 ' RO DRAIN AND SCUPPER i DOWNSPOUT IN 'WALL I I I l r k i PERMIT SET CONSTRUCTION SET Bal 114 /je lec] Is (TYPICAL) ATTIC AREA DRAFT' STOPS - C 5�� df• 6 + f INSTALLED AS DETAILED AND LIMITING ATTIC AREAS TO NO LARGER THAN 3000 SF. Job No.: 96021 C e EACH. Issue Date: e/- e?1.,.ove1vr 2-9 —98 i ROOF PLAN �AIVII� _ m 11 SCALE: 1 10��e Sheet Contents: CC-, r x oco ROOF PLAN d co ��yy�'''�� r O W � © U 4 III material appering herein constitutes the Li4 unpublished tend original work of the Aroh;teot and may not be duplicated, used, or disclosed 00 without the written consent of the Architect, IL LL Scale: Ref North 1/161._0r N Q N a 01 $' 16' 32` O Sheet o.: z ri cn 6 • A • 8 • C • D • E • , L 3 J_ Cfi] 1..1.E L1^d' {�Q co CD �L co O O U Ld 0 0(�// 4 n 0 HORIZONTAL WOOD SIDING, TYP. GARAGE EXHAUST STACK VENT EXHAUST FAN ROOF HOOD WEST ELEVATION � SCALE: 1°-8'-0' HORIZONTAL WOOD SIDING AND BATTENS, TYP. P.C. PLASTER SURFACE 95.0' ALI F.F. 4 �It e cF Q ^ d • B . C . D F E D C B92 � 2 MEAL ROOF i A3.4 3.4 HOOD VENT STACK (H.FAN ROOF HOOD 2 C1 C2 C3 C2 C1 _= C1 C2 C3 C2 C1 C1 C2 C3 C2 Ct -4- W-17 +4 +83.0 � L -� SOWER FLOOR LEVEL SEE A3 2 FOR ALCOVE ELEVATIONS LIGHTS CONCRETE RAMP �2 3 3.1 4 5 4 6 12 METAL ROOF A3.3 3 3.25 A3.3 MECH. REtJff � ROOF VENTS i EXHAUST FAN ROOF HOOD � P.C. PLASTER SURF�CE SLOPE DOW �HI�� �p�� n� � 5 5 SOUTH ELEVATION 2 scue: ,•—e•—o• Bel OUTLINE OF FOOTING BELOW GAS FLUE MULLION EXISTS ONLY EXHAUST FAN ROOF HOOD E r PARTIAL ELEVATION 3 SCALE: 1"-8'-0" - Wf ADD ALT 16 PARTITION of n !d 1 5• . f C1 C2 1 C2 C1 ----- -- - C1 C2 C3 C2 C1 Cfi Cfi r5 it r . , r• . , � •..-.-...r....-....- r.-.ter.^. _...-._�+rJ. �,..,.. �:.^....^.'.' SEE FOR ALCOVE ELEVATIONS - ,�, EAST ELEVATION o J 4 n n z , _ SCALE: 1 g --0 Z � , - V) U D E Ot P.C. PLASTER SURFACE CONCRETE WALL APPROVED TY OF EDMONDS HEIGHT CALCULATIONS DATUM I NV SS 5TH AND BELL ELEV, 70.1 POLICE AND B 1=93.20 B2=88.48 B3-89.10 B4=88.85 COURTS Merritt+Pardue n TE Architecture Urban Design LANE EXAMINER Plantling, Interior esign P.C. PLASTER SURFACE 359.63 — AVE. GRADE — — 89.91 MAXIMUM ALLOWED: 114.91 PROPOSED: 114.5 2 +114,S TOP,, -OF DRUM S • •I , t r +95.0 ; T.O.C.—UPPER FLOOR REVISIONS n i CLARIFICATION, MAR 20, 98 41 � r ti'' f� T3�•. � . r3 ` Y1 r.kkr .! , Project Title: rry !1 "!'"' � ' •',.•,�'1 ''ter,' •' , ON 0 si, nr h CITY OF EDf�10f�JD` PUBLIC SAFETI' COf�;'1FLC�X I Owl CONSTRUCTION SET Job No.: 96021 Issue Date: 3 2_9_98 Sheet Contents: ELEVATIONS All material appering herein constitutes the unpublished and original work' of the Architect ' and may not be duplicated, used,, or disclosed without the written consent of the Architect. Fol Y . 1 ! 1 Fi I 1 Ir , • i , ♦ 5 Scale. Ref..�►fdrth }` �% ',ten ilr •+�' •l,I,r1 1y'• v , 1 ` •I `'jj Sheet Na. a+` ' F , _ 3b t, L rE + „ ' r I •ILI . ,1 r 1 ' A S r rr• B C D E A P R 0 � " RE%r ■' , CITY OF EDMONDS DATE Architecture Urban 'Design PLANS EAAMINR Planning Interior Design ' 1701 Commerce Tacoma, Washington r I i 98402-3207 206} 383-8700 206 383-8728 fax E.I.S. CAP 1000 Lenora St. Suite 405 1 MECHANICAL REFlEF NTS A3 3 9 E � Beattie, Washin ton' SCUPPERS LOUVER 1 2061 223- 2742 - CAP FLASHING 206 622--9462 fax CAP FLASHING SLOPE DOWN 4 Ei �— — -•--- , — Members o#` , ♦ - r, � The American , „ - nsiue o - --Architects - -- 1 " IF CrJ _ y F.F. — — _— 17 — -� ----- REVISIONS r SEE =�� -- - CLARIFICATION, MAR 200 98 ORGANIZE FORM TIES F. F■ TO BE CENTERED ON PANELS TOPS AND SIDES �.I [• f`Y]a'4f V �I f ` fn'.1 3r�r a�:�eAy� ro 'l ut y � ! hfl �� + - V yyi. Rr�l •t �i. ��? 1 i�� � I. Jfr !' ♦ • �� �i irl �� .��1r i �� • A i;.��; �� � „i `!Ah^•IY�r �°'� ��',"y l�i.4'.r �• ,� i ar• ! � � ,' '7.5 Y d.irG, f S� �yxa l�R � , •y '- V M .y Lr r ,! .4y i l ' S. ar.l. '�♦,T'�'�``rpY i +Yr.1%ft ; ..`y,�ti yyk r .!i li ,. i ' � ��` ; 5 �',s, • `�r�r � T ��I r r �. �'y ,7 �• ,. r. NORTH ELEVATION V 4 11 3 0 '! � '�p •1l YF lI r 7 •.l� r 1 �rp SCALE: 1 /8 =1 —0 ar ! � 1 z a Project Title: ' `%ITY OF rl2 $ S.0 0 8 PUBL C SA UOMP rl - TYp IL --- 8.I 8.1 +95.0 F. F. BA 7 5th Avenue N. +83■ _T _ _ — — — �� mood s, Fe Fe TYPICAL GA CE �. � 16WashlngWn DOOR DETAI SW020 $* 3 SALLYPORT DOOR ELEVATION GARAGE DOOR ELEVATION ' 2 * rr— r n 3 � rr— r rr � SCALE. 1 /8 —1 —4 SCALE: 1 /8 -1 —o NORTH ELEVATION CURVED WALL 6 SCALE: 1 /8 =1 —0 PERMIT SET CONSTRUCTION SET t Job No.. 96021 l S ti Issue Date: r . R I . — 2-9-98 J� m — '� z _ Sheet Contents: Q +834,0 W- X o F.F. S N � a� •Ole 00 WEST ALCOVE ELEVATION EAST ALCOVE ELEVATION4 ' Nr r p SCALE: 1 8 =1 0 5 SCALE: 1 /8"=1 r-0" . w All mgterial appering herein constitutes the W +95■0 '4' unpublished and original' work of the Architect and disidloped 00 �' — F F wi pout the twritten be duplicated, conse nt 'oi ' ther Architect' -� -- n Cl V �- -� -- Scale: Ref ■ 'North f —09 4 8'do 1'8 -Q_ J - Sheet No.. LL 7NORTH',ELEVATI'ON - W/o TRELLISF TV cn U SCALE: 1 /6 =1 0 , A :, C D E — it ' .�'Fte - r ' . , • - l ♦- ' , . , a , , ` • n r t . 4 ' I., L i.r , • ' • r , r e _ r r _- . I f • r ' r t.' p 1 i ,, ,i L •r ' I V • A • • C • D . E • APPROVED Ini _ CITY EDD Architecture A3.5 /4Z f Urban` Design '� DATE Planning Interior Design ..INS EXAMINER t � 2 1701 Commerce I 1 Tacoma, Washington 2 A3.4 • 98402-3207 A3,6 206 383-8700 12 1 206 383-8728 flax _ 3.25 I � --- — --� — 1000 Lenora St. 1 t Suite 405 1 , Seattle, Washington 1 98121-�2720 206 223-2742 206� 622--9462 fax ' 1 � I 1 WOMEN C RR. Fl�.ES ADM N. I 1 I Members of 12 11 SECR ARY I I 1 The American 238 21 f I Institute of I I I I � 1 , I Architects 1 1 CURT/COON IL I �' 1 1 1 ROOM i .� 1 LOBBY f I 0 - KITCHEN CDRR. I I PROPERTY f LOU NC 13s I f 142 1 113 I I I 1 MAIN ELECTRICAL 1 CORRIDOR 1 D3 f � I r BUILDING SECTION THROUGH POLICE �--_ 1 n � n SCALE: 1 /8 =1 0 ' 1 � I+ • -+I BUILDING SECTION THROUGH COURTS ill' • ` , •;�� , {Il. �'I ,j VTR• ' e' '; ; ; L'1'4,", 4 ,1 fit• ''.l , .:c f ' ` .hJW 4-'.,{, J.. ,` i'* ir";7.;"%41' SCALE: 1 8" 1' a" ,'. • . , :,Y , ,',,;,°IMy% ; , ''t,. ,,.' , w+h. l 5 f'., rJ ji' f'y x4el+'Y, ' 3 ♦1 A3.4 t � • •I ,{.r Ii .r J1[ # y 113 —0 Project Title; - RIDGE -- POLICE 12 TYPICAL /3.25 1'%Irf (C)F 1 100 DMONDS 1 I f 1 2x4 FRAMING TIED PUBLIu/ LIBRARY/ qORRI. 1 1 TRAINING RECORDS TO DOUBLED TRUSS 212 1 2os I uOMPLEX 1 I 9#_0,# I FINISH FLOOR SEE E EC, FOR . 1 I Fl)CfU TYPES G.W.B. CEILING a l 1 I 1 f I FITNESS A/P CbRRr, I WOMAN 109 I LOCKER • 1 � ROOM f 1 143 145 138 111� 1 I I I 109 250 5 th Avenu 9 -No 1 I 83.00 10 1 " FINISH FLOOR Cv I2 Edmond ' f !• J+•_ p Washington' 96020 �►„—,1 3 3 BUILDING SECTION THROUGH POLICE —_ *I 2 #1 # H r .rrrr rlrr — SCALE: 1 /8 =1 —D 4 PERMIT SET IV CONSTRUCTION SET PARTIAL SECTION THROUGH STAIR Job No.: 96021 5 n n SCALE: 1 /4 =1 —o Issue Date: • 2�-9--98 CD r2 m_ 12 � 3.7 113 --o w Q 3.25 RIDGE — POLICE Sheet Contents: 00 nUILDIArm �o 1 ry a 3���N �N I I BRACE AS REQUIRED °° �' I ACTIVE ACTIVE 1 I CLERKS FILES _FILES Q z o I 257 2S5 2s2 °� All material appering herein cppstitutes the O O95 4 unpublished and `original work of the Architect O and may not be duplicated, used, or d1salps6d FINISH FLOOR without the ,written consent of the Arehiteot., I Scone: Red'. ��NQih 1 /8 1 0 BUILDING SECTION THROUGH COURT3 S 4'�u- o' s I - n SCALE: 1 /8 =1 —0 0444 z Sheet No. , 'J" LJJ C ' D • d } n '„ , , i CEO 1-1/2" CON71NUOUS VE u BANTERED CD Of C� �>- m. �z w d CC_ r' x 0 co d co 0 , w z 4 w D p O I r n n l o �N n� Q z� Q , C r1J 0 0 WALL SECTION SCALE: 3/4 -1 --D A 1 9 B * C D E WALL SECTION 2 sue: 3i..=1._o, PAPER ?OOF SIDE OUT JG ROOFING "ER LEADE WATER TIC RAINING PI ITE WATERI 'S SAND FABRIC WF AVEL AND ND FOOTI P AVEL AROI I � I WALL SECTION, D • E CITY OF ED ONDS ✓., PLANS EXAMINER r r r , MW I a tu P n1l, Architecture Urban besign Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383� 8728 fax 1000 Lenora St. Su ite 405 Seattle, Washington 1 98121-2720 206 223-2742 206 622-9462 fax Members of The American Institute of Architects :-7 2 i REVISIONS CLARIFICATION, r MAR 2098 r,r ' t r ♦ .r•V h �r' r � I,I I r 'da, i I 1J§; ��1�� '�5 �. 11'N4R, 1 1'. l,. c.w•1 b « •• t• '% !r'�* •,F �rf Ll r tl ii� !�I,f}et� L ft� ' V . p ''! r . 1.� v �• 4 � .,I" riY ,"'r. ,I rrM1r ,,�; a .,. ,i\.*.! t r� i 1,r ok A Project Title: CITI' OF EDP�IOND PU6LIC Si\FFTY C0�:1�L�X PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Date: , 2--9 - 98 Sheet Contents: 0 4 All material appering herein constitutes the unpublished and original work 'of the Architect and may not be duplicated, used,' or disclosed ' without the' written' consent of tie 'Architect. Scale: 'R'19#. North , 3/4" 1 - 0" 0 1 324 Sheet No:: = , •' I , I 1 Y 1 ' , r i I I L , ' L i Y. 1 , l ., r L , rL � ♦ 1 ,� r ' r y- r I I r '11 1 f 1 I1l l'1 t .. ,,• `I 1 r' .All 1 r + I E APPMU IN CITY OF EDMONDS.r Mef +rcxt'ni 4 G DATE Architecture GA FlL.E N P 3510, FIRE TEST:UL R3501-4 PLANS EXAMINER Urban n Design . FIRE TEST: GET 1- Urb Planning r _ � ,48, 9 -fi5, DESIGN U309 G GA FILE N0. WP70DD, . BLDG PAPER ON OUR RATED ASSEMBLY, WOOD WOOD STUDS ONE HOUR RATED ASSEMBLY C T STUDS Interior Design 0 LAYER 5/8" TYPE "X" GYPSUM WALLBOARD DR 1 "X24" PROPRIETARY TYPE" "X" GYPSUM PANELS 5/8" PLWD SHTG NEER BASE APPLIED PARALLEL WITH OR AT RIGHT INSERTED BETWEEN 2 "1 /2 FLOOR AND CEILING AN" TO EACH SIDE OF 2X4 WOOD STUDS SPACED " "I RUNNERS WITH "T SECTION OF 2 1/2 17D1 Commerce 24 C. W/ 6d COATED NAILS 1 7/8 LONG, 0.0915 PROPRIETARY C—T METAL STUDS BETWEEN PROPR ARY Tacoma, Washington R-3D GATT INSULATION " " 98402—�zo7 , K, 1/4 HEADS, 7 O.C. WALLBOARD NAILED TO GYPSUM PANELS. 5/8 TYPE *X GYPSUM WA 206 383-8700 TOP AND BOTTOM PLATES AT ? O.Q. STAGGER JOINTS APPLIED VERTICALLY TO THE C SIDE OF THE C-T 206 383-8728 fax PREMANUFACTURED TRUSSES 24" O.C. EACH SIDE STUDS WITH 1" TYPE OS" DRYWALL SCREWS 8' O.C. 2 ALONG EDGES AND 12" O.C. AT MIDWIDTH, 1000 Lenora St. 2X SHEAR WALL UP ROOF $,8 Suite 405 ' GA FILE NO. WP 4135, FIRE TEST: WP360, 9�-27--74 Seattle, Washington ' 1 REFER TO STRUCTURAL DWGS Two HOUR RATED ASSEMBLY, WOOD STUDS GA FILE NO. FC 5406, FIRE TEST FC 172, 2-25-72 1 98121-2720 BASE LAYER 5 8" TYPE. "X' GYPSUM WALLBOARD OR ONE HOUR RATED ASSEMBLY CEILING �2as} 223-2742 / 206} 622-9462 fax 12 VERNEER BASE APPLIED PARALLEL WITH OR AT RIGHT BASE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD OR VERNEER A8.5 ,� ANGLES TO EACH SIDE OF 2X4 WOOD STUDS SPACED 24" BASE APPLIED AT RIGHT ANGLES TO WOOD JOISTS AT 24 O,C• 2X OUTRIGGER (SEE STRUCTURAL) O.C. " W/ 6d COATED NAILS 1 7/8 LANG, W/ 1 1 /4 TYPE "W OR "S DRYWALL SCREWS 24" O.C. , 24 O C. Members of 0,085 SHANK, 114 HEADS, 7 O.C.. FACE LAYER 5/8" TYPE "X"GYPSUM WALLBOARD OR VERNEER The American FACE LAYER 5/8 TYPE "X"GYPSUM W&WOARD OR VERNEER 12" O.C. FACE LAYER JOINTS OFFSET 24"FROM BASE LAYER NITS, Institute of BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO J01 Architects EACH SIDE OF 2X4 WOOD STUDS OVER BASE LAYER THROUGH BASE LAYER WITH 1 7/8" TYPE "S" DRYWALL SCR WITH 8d COATED NAILS, 2 3/8" LONG, 0.1" SHANK, 1/4" 1 1/2" TYPE "G" DRYWALL SCREWS PLACES 2" BACK ON EITHE HEADS, 8 O.C.. STAGGER JOINTS 24 O.C. EACH LAYER 1 %2" PLYWOOD WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES 0 AND SIDE, WALLBOARD NAILED TO TOP AND BOTTOM SIDE OF FACE LAYER END JOISTS 12" O,C, PLA O'C• TOP OF JOISTS WITH 8d NAILS, "GYPCRETE" TO COVER. 2X6 STUD WALL W/ R-11 BATT INSULATION 1 SIM, r R-30 INSULATION BATT ff ,re 1go%ovIeZr REVISIONS THIS AREA ONLY 3X8 CEILING JOISTS 0 16 O,C, r.f�1,��•h�I- IM 4 ICBO CHECK 2 MAR 4 98 � f 5/8 G.W.B. h CLARIFICATION, MAR 20, 98 ewebt, EDMONDS PLAN CHECK, APR 4, 98 GLASS/WINDOW !' ♦I ,'°iy ap till rr! ` 1, Y ay.r + + 1 Y `I! #, ! # '•,4x,Z'. "£}` yl-v , tlu , r r ' 1 i f •{I e71 . }Ih�4, ti..•'Z tiayh,' �n•'n :+s;' y 1 'S { •l 11 l`l, ,IllFi 'Ot i•q •.' r,V 1 + rs!_ r r` 1 r 1 I ` 1, 'r `�`i�•i, '�, ri i Y ', \ • 1 re i. ''\i —!1 1, ,1 ,.1 .l V '4 'r+••tiYiT'; !i1 { , u ;h �� '1;, t' q 1L�R� yt�•jli;j .{��� 'My��; +,+i�if I�•.r` . ` t 2 2 3 SIM, ACOUSTICAL CEILING PANEL 8,3 METAL ROOFING Project Title: SEE STRUCTURAL FOR SIZE & PLACEMENT BLDG PAPER OF PLYWOOD SHEER PANEL ,� j 5/8" PLWD SHTG 5/8 G.W.B, CITYTJI JOISTS (SEE STRUCTURAL) D° DETECTIVES METAL ROOFING10"' F . 221 BLDG PAPER 2 5/8" PLWD S 4X OUTRIGGER 8.8 EDMONDS aL u/ SAF �s5 PUD CORRIDOR a o, c� R-11 BATT INSULATION 1" GYPCRETE TOPPING ON RECORDS 3/4" PLYWOOD DECK R-30 BATT LATION 206 RIOR) (2) OF 9 2X STUD WALL 1 X T&G WOOD ID 1 X T&G WOOD SIDING 1" GYPCRETE TOPPING ON 3/4" PLYWOOD DECK BLDG WRAP 5th Avenue N. EL +95.0' BUILDING WRAP 1 /2 PLWD SHTG EL +95,D' -[Z!I\- M_ _ edmonds, - - - - 5/8" PLWD SHTO TJI JOIST (SEE STRUCTURAL) 2X FLOOR FRAMING IN CORRIDOR R-�11 BATT INSULATION 10M GLU LAM BEAM 2X6 STUD WALLI HEADER (SEE STRUCTURAL) ` REFER TO STRUCTURAL DWGS. 1 3 3 26" TA SEE STRUC. JOIST HANGER WRAP COLUMN WITH A" MISC. 2X FRAMING SINGLE LAYER OF 5/8GYP, SHTG r� ALL AROUND BENEATH THE LAYERS - 5/8" ,Be 51D 7 IfX SIDING, COVER COLUMN WITH 5/8" G.W.B. 1 X CEDAR CLADDING. HEADER (SEE STRUCTURAL} CEILING OVER ENTIRE GARAGE BID SET ` GA FILE NO. FC 5512 CONSTRUCTION SET A,C.T. BASE LAYER END JOINTS STAGGERED 2 FACE LAYER JOINTS OFFSET 24" FROM THE JOINTS OF THE BASE LAYER. BASE LAYER TO BOTTO ORD 2 J°� No.: 9602r1 5/8" G,W,B,(BOTH SIDES) ASSEMBLY ca o WITH 1 1 /4" TYPE S DRYWALL SCREWS 24" 0.. 8.4 FOR 1 HOUR RATED WALLI _ I FACE LAYER ATTACHED WITH 1 7 8" TYPES Issue Date, DRYWALL SCREWS 12 o,C. IN ADDITION, 1 1 2 ro TYPE G DRYWALL SCREWS SPACED 12" O.C. 12--1 fi--97 �, • ARE PLAC 3" BACK FROM H SIDE OF PARKING ` co YER JOINT, GARAGE M � w CORRIDOR WOMEN ROLL UP DOOR sheet contents: �m AND RAIL 138 11 Nvr� �✓ . ors wQ '. ex�.�� � �•►�d� srd.� r x o 20 FRAMING WALL TYPE PER SCHEDULE p,0e_Ap�-��,�.�dl WAUSEUT�QN ; ors'��,I rn r r 7 � 15 Q 00 P.T. SILL PLATE 8.4 � z EL +83.0' EL +83 0' EL+83,0' 4 All material appering herein conet tutes' th,Ie Q � _ unpublished and original work of the, Arehttect , d W . a : ' A q_ -) C 4 4 � d a ,�, d 9 and may not be duplicated, psed,;_or disol6sed 0 0 - � 4 e � � 01 4 d+ e � • , .A {TYPICAL) d d Q G d 4 d PAVING 4 d a 4 � � ` d 4 a c d 4 a a d a c without the written consent of the` Architect-.' O O ,� v r , a. S F 4 e • s • y A d d s d n , •MEN * 6 MIL VISQUEEN d q r ` b i Scale: R 'f North,-, 4d! + e 1 4 d d Q d 4 d d � 3 4" ',� i �` r e CAPILLARY BREAK/DRAINAGE 4 d C SYSTEM 40 ' d d 4 REINFORCED MEMBRANE d a d a d r- OVER SAND 4 4 a d 4 o a ri �, 4 0 1 32 64 0 � (D, L' THICK BED OF GRAVEL _ .. _ Lod 6" ROUND PERFORATED - r Sheet , Nv.• , , . ', '` • ' ;` . . O _y zDRAINAGE PIPE 0 20 O,C:WALLSECTION 0 WALL SECTIONBoom EACH WAY, WALL' SECTION s W 2 p �_ n = d , 3 SCALE: 3/4".-1, -L SCALE: 3/4 --1 -Q � U _ SCALE. '3/4 --1 0 - _ _ _ , • A B C D E4 ' . I • ' Y ' M r 1 1 • . r • • , 1 , , ' I I 91. , Air ' i ~ { - r I r 1 I r i ' : ', kr _ , , , r ' • I ''} >._ , ' r '" ., , • ` • Y 1 j . '_ ' ' , — , , r ' f , r R ' ' , , 1 •'; i ` , • J ^ 1 f } . 0 A • 0 A 0 I Wi J 11 E APPROVED CITY OF EDMONDS . Merritt+Pardri 0 0 CY m� J C-0 T � w Q -X� n" n Q 00 0 w];7 C) U w 00 _l ry CL n Q0 o Q CD d VJ z� LLIo LJ 1 • 2 • 3 BITUMI WITH PF • WALL SECTI, SCALE: 3/4"=1'-0" SCALE: 3/4"=1 `-0" B WALL SECTI SCALE: 3/4"=1'-0" C SATE PLANS EXAMINER Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121--2720 (206 223--2742 (206 622--9462 fax Members of The American Institute of Architects CHECK #2, QS ,CHECK Project Title: MAR 14, 98 250 5th Avenue N. Edmonds Vasheingto 98020 PERMIT SET CONSTRUCTION SET Job No.: Issue Date: 2-9-98 Sheet Contents: LSE 96021 All material appering herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North 3/4" = V—a" o' 16" 32" 64" Sheet No,: i A e • • A r-, E • ■ L� 3 1 WALL SECTION SCALE. 3/4 ---1 —0 A • :E STRUCTURAL) TON LNG ED SOIL METAL ROOF - L]I Ill All►lP� dAd['[] WALL SECTION 2 2:] J -m w � HOUR RATED ASSEMBLY, WOOD WOOD STUDS ONE HOUR RATED ASSEMBLY C-T STUDS X =o ONE LAVER 5/8" TYPE 'X' GYPSUM WALLBOARD OR 1'X24' PROPRIETARY TYPE'X' GYPSUM PANELS VERNEER BASE APPLIED PARALLEL WITH OR AT RIGHT INSERTED BETWEEN 2 1 /20FLOOR AND CEILING GLES TO EACH SIDE OF 2X4 WOOD STUDS SPACED 70 RUNNERS WITH T SECTION OF 2 1/2" co O.C. W/ 8d COATED NAILS 1 7/8" LONG, OeO915" PROPRIETARY C—T METAL STUDS BETWEEN P IETARY SHANK, 1/4'HEADS, 7' O.C. WALLBOARD NAILED TO GYPSUM PANELS. 5/8' TYPE � }(' GYPSUM! WALLB a TOP AND BOTTOM PLATES AT 7 O.C.. STAGGER JOINTS APPLIED VERTICALLY TO THE C SIDE OF THEC-T a- 24 O.C.Y EACH SIDE. STUDS WITH 1 TYPES DRYWALL SCREWS 8E O.C. s co I ALONG EDGES AND 12 O.C, AT MIDWIDTH. CEILING OVE ENTIRE GARAGE TWO HOUR RATED ASSEMBLY, WOOD STUDS GA FILE NO. FC 5512 o BASE LAYER 5/8" TYPE T GYPSUM ' WALLBOARD OR ONE HOUR RATED ASSEMBLY CEILING BASE LAYER END JOINTS STAGGERED 24' AND ALL VERNEER BASE APPLIED PARALLEL WITH OR AT RIGHT BASE LAYER 5/8" TYPE *X0 GYPSUM WALLBOARD OR VERNEER FACE LAYER JOINTS OFFSET 24" FROM THE JOINTS o W 4 ANGLES YO EACH SIDE OF 2X4 WOOD STUDS SPACED 24" BASE APPLIED AT RIGHT ANGLES �M WOOD JOISTS AT 24" O.C. 0, O.C. 24 O.C, W/ 6d COATED NAILS 1 7/8LONG, W/ 1 1/4' TYPE 'W" OR S' DRYWALL SCREWS 2e Q.C. OF THE BASE LAYER. BASE LAYER TO BOTTOM CORD a 0.085 SHANK, 1�4 HEMS, l D.C.. FACE LAYER 5/8 TYPE ***GYPSUM WALLBOARD OR VERN WITH 1 1 /4 TYPE S DRYWALL SCREWS 24 Q.C. FACE LAYER 5/8 TYPE *X GYPSUM WAW30ARD OR VERNEER gME AppLiED PARALLEL WITH OR AT RIGHT ANGLES TO J �`� BASE APPUM, PARALLEL WITH OR AT RIGHT rANGLES TO THROUGH BASE LAYER WITH 1 7/S' TYPE S' DRYWALL FACE LAYER ATTACHED WITH 1 ?/8 TYPE S EACH SIDE OF 2X4 WOOD STUDS OVER BASE LAYER 12' O.C. FACE LAYER JOINTS OFFSET 24'1`110M ,BASE LAYER OIN'TS, DRYWALL SCREWS 12" O.C. IN ADDITION, 1 1 /2" WITH 8d COATED NAIL, 2 3/8 SONG, 0.10 SHANK, 1/4 1 1/2' TYPE 'G" DRYWALL SCREWS PLACES 2" BACK ON E ER TYPE G DRYWALL SCREWS SPACED 12" O.C. HEADSo BeO.C., SWAGGER JOINTS 24' 6,C. EACH UIYER SIDE OF FACE LAYER END JOISTS 12m d C D SIDE, WALLBOARD NAILED TO TOP AND BOTTOM 1/2 PLYWOOD WITH EXTERIOR GLUEAPPLIED AT RIGHT ANG 10l ARE PLACED 3' BACK FROM EACH'SIDE OF PLA 71 Q,.C. TO[ OF JOISTS WITH 8d NAILS. "GYPCRETE' TO COZIER. FACE LAYER END JOINT b w LLJ co C1 • C EL. +83.0' 1 1 5 , I • WALL. SECTION `' scaE: ,fir=, •-0- 0 0 • 3al TOPSOIL BENTONITE ANELS R-10 RIDDED INSULATION BOARD WATER CARRYING SYSTEM OVER PANELS PERVIOUS FREE DRAINING BACKFILL FOOTING IN FOREGROUND WITH DRAIN LINE GRATE SUMP -- SEE WALL SECTION � SCALE: 1I2"=1'-0• E E 'tw CITY OF EDMO"ONIDS DATE qN# PLANS EXAMINER _ I , , 7 ' ' A (Architecture' Urban Design' Planning Interior Design 1701 Commerce Tacoma, Washington 984`02--3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405, Seattle, Washington' 1 §8121-2720 (206) 223"-2742 i €2.06 622-9462 fox Members of Thb American Institute of Architects 1 Y 1 1 { 1 - 2 REVISIONS ICBO CHECK 12, MAR 4, 98 A7 I CLARIFICATIGN .MM 24 98' tr�.a l u r 1 � ri t 'rl � a ♦S ]w Iti °! SLr i'1�b r s ' }s ` , A , 11 .ylfl }(P,ii i'r I = }tl rl. ;1�^� .r���.l .AI �,'i� a Rai 1�✓< �r��7�����'�r���' � h•aA RYA. I Y , .. I.f I �' 1} jv ; ^ 7Ji r+. � � ���1. .A " �'�� � lSy�•s• ��li� �I"++ `' �vdrt � ' A ,I t , yL r ` � �' a 1 a 1 .a � 11, ;n 1 a SfI.�.0 I��j nlF�`e. �r y♦ ♦ rr ,•;1� • 't; ','Y. C� ' ��Yt r ,I``r•4,, i 7 L nst.r)'i a' ••1' 1 I u �, , rl 1l'(yt J [,r �''�, ,5ypeyyr"�' ♦l,. µ �-��.I�wt 'W , Project Title: c;iTr of EDf10NDS 0 f'U5LIC1 F- fyA wo PLEX' 2%W 5#1 AvenU BV: Edmonds"� -°—�-- Washainoon, BOZO , r a r f PERMIT SET CONSTRUCTION SET I' Jab No.: 96021 Issue Date: 2,-9-98 Sheet Contents: , WAL4 SECTIONS r r ' All material- appering herein consi;itutep' the 4 unpublished and originot work of ,the,`Architept and may not be dUplicoted, used, .or �iadlOsed, without the written consent -,of th$ Architebt, " 1 5 "Scale. � � Ref,Nol�rhtl VARIES , -1 r Sheet' No.., , = A . I• ` I lsi 1 r ' ♦ r i r r'` i I 'i � r � [ r 1 ♦, r t SI r i • I . A ,1 { � , , 1 Lk I- I 1 ^ , ' ' I ,r , 1 i� r111 I ♦J L ' I '1 -r` I lr I , ' (•,L ' 1 APPROVMD A B CITE` OF EDMONDS • C i D E DATE 4&� 6 PLA 'S EXAMHNIER Merritt+Pardini 1 WALL TYPE: �Z 1� WALL TYPE: � Z t' �, WALL TYPE. 9ZArchitecture WALL TYPE: � � - WALL TYPE. 1 7 2X4 UNINSULATED DRYWALL Urban Design CONCRETE ; 1 HOUR SHAFT WALL 2Xfi INSULATED DRYWALL Planning GYPSUM CEMENT REINFORCE InteriorgDesi n ° � W/ PLYWOOD SHEAR PANEL 9 SECURITY WALL STUD SIZE: STUD SIZE: 3-1 /2" ,� STUD SIZE: 2 1/2 STUD SIZE: 3-1/2" STUD SIZE: 3-1/2of MATERIAL: MATERIAL: WOOD MATERIAL: MEAL 1701 Commerce MATERIAL. WOOD MATERIAL: Washington °Q � SPACING,PACING. 16 O.C. STEEL MESH Tacoma, SPACING: • 1 fi"' O.C.Oc,� „ RATING: SPACING. 16 O.C. SPACING: 98402�-3207 RATING, 1 HOUR RATING: 1 HOUR RATING: 1 HOUR RATING: 206 383-8700 fax � d � - 4 - SIDE o SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE 1000 Lenora St. � SIDE SIDE SIDE 1. Sure 405 1 � �°d � a � FINISH: � � 2 FINISH: 5/8" G.W.B. � 2 FINISH: PAINT SIDE 1. „ ., 2 FINISH: 5/8 G.W.B. 4 2 FINISH: GYP PLASTER Seattle, Washington - SUBSTRATE: SUBSTRATE: 1 2" PLYWD. 98121-2720 d / SUBSTRATE: 5/8 G,W.B. SUBSTRATE: SUBSTRATE; gas 223-2742 d 4 a 206 622-9462 fax a 4 SIDE 2, SIDE 2• SIDE 2. 4 FINISH: —FINISH: + 5/8"' G.W.B. SIDE 2: SIDE 2: � FINISH. FINISH; 5/8" G.W.B. FINISH: GYPSUM PLAS ER Members of 4 SUBSTRATE: SUBSTRATE: SUBSTRATE: 1 " G.W.B. SUBSTRATE: a The American . a I SUBSTRATE. Institute of Architects 4 ;Ia 4 INSULATION: , INSULATION: ' INSULATION. INSULATION: INSULATION. SOUND BATT: li SOUND BATT: SOUND BATT: SOUND BATE: 3.5" SOUNDIN SULATION SOUND BATT: U.B.C. ITEM #: U,B.C, ITEM #: U.B.C. ITEM #: U.B.C. ITEM #• • U.B.C. ITEM #: WALL TYPE 1 WALL TYPE 5 WALL TYPE � WALL TYPE 1 � 15 WALL TYPE 17 SCALE: 1-1/2" = 1 ' — 0" SCALE: 1-1 2" = 1 ' -- 0" _ „ — , „ 1 3 „ " 11 % n " SCALE: 1 1 /2 — 1 —0 SCALE: 1 —1 2 = 1 —O" 17 , _� / SCALE: 1-1 /2 = 1 -- 0 4 8 16 0 4 8 16 ON 4,. 8,1 16 On 4" 8" 1 ^1/ ON 4" S" 161, • • REVISIONS WALL TYPE: z ' a } WALL TYPE: 6 - f WALL TYPE. �I C� � . �, � WALL TYPE: 14 � � . _ 6 C.M.U. � 3 � 2X6 UNINSULATED DRYWALL 4 WALL TYPE. 1 S � 9 EDMONDS PLAN CHK, APR 4, 9f 2X4 INSULATED DRYWALL 2X4 INSULATED DRYWALL W/ PLYWOOD 2X4 DRYWALL— W/ ISOLATION CHANNELS SHEAR PANEL ISOLATION C ANNELS BULLET PROOF EDMONDS CHK 4, APR 21, 98 STUD SIZE: STUD SIZE: 3---1/2" STUD SIZE: 3 1 2" �� / STUD SIZE. 3-1 /2 STUD SIZE: 3-1/2 4 d MATERIAL: MATERIAL: WOOD MATERIAL: WOOD MATERIAL: WOOD MATERIAL: 1 REGISTERED WOOD ° SPACING: ; SPACING: 16 " O.C. SPACING: 16 " � SPACING: 1 fi" O.C. SPACING: 15" RATING: RATING: 1 HOUR O.C. RCHITECT RATING. RATING: 1 HOUR RATING: 2 HOUR SIDE SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE , SIDE 1. SIDE SIDE SIDE 1 SIDE SIDE y J PardFnl, °� 4 FINISH: FINISH: SIDE 1, 2 , 5/8 G.W.B.G.W,B. 1 2 FINISH: PAINT 2 FINISH: 5/8" G.W.B. STATE or w�s�IIVGTDI�f FINISH. (2}-5/8 G.W.B. SUBSTRATE: SUBSTRATE: 1 /2" PLYWD. SUBSTRATE: G.W.B. SUBSTRATE: 2 1 /2 PLYI+VD. SUBSTRATE: a , SIDE 2: SIDE 2: SIDE 2: , SIDE 2. SIDE 2: FINISH: FINISH: 5 8" G W B / FINISH: PAINT FINISH: 5/8" G.W.B. FINISH: 2 —5 8" G.W.B. Project Title: { i % J SUBSTRATE: i SUBSTRATE: 1 /2" PLYWD. SUBSTRATE: G.W.B. SUBSTRATE: li SUBSTRATE: _ INSULATION: INSULATION: INSULATION: R.C.1 CHL g ;'� INSULATION: INSULATION: SOUND BATT: �! SOUND BATT: SOUND BATT: 3.5" BATT - SOUND BATT: 3.5" SOUN BATT � SOUND GATT. CITY r } _U.B.C. ITEM #: U.B.C. ITEM #• U.B.C. ITEM #• U.B.C.ITEM . OF • #• U.B.C. ITEM #. WALL TYPE 2 WALL TYPE 6 WALL T � WALL TYPE 14 2 EDMONDS 6 1 WALL TYPE 18 SCALE: 1-1 2" = 1 ' — 0" SCALE: 1--1 2" _ ' " — ' 14 , PUBLIC SAFETI / 0 SCALE. 1 /2 — 1 —0 SCALE: 1-1/2 = 1 —0 _ �" 4" 8,1 161, �" ,1 " �� �� �» 1 ��� �" �„ 8,1 1 61, � � � 6 SCALE: 1 ,-0„ " 13 1, 16 COMPLEX i WALL TYPE:Z �' WALL TYPE: 7 IV - 1, WALL TYPE: - WALL TYPE: 15 WALL TYPE: Z 2X4 UNINSULATED DRYWALL 2X6 UNINSULATED DRYWALL 2Xfi INSULATED DRYWALL W/ 2X6 INSUL. DRYWALL 2Xfi W/ PLYWOOD SHEAR PANEL PLYWOOD SHEAR PANEL INSULATED DR ILL W/ ,} (2} PLYWOOD SHEAR PANEL frc250 nth Avenue N. STUD SIZE: 3-1/2 STUD SIZE: 5-1/2 STUD SIZE: 5 1 2" �� / STUD SIZE. 5-1/2 STUD SIZE: 5 1/ " MATERIAL: WOOD MATERIAL: WOOD MATERIAL: WOOD Edmonds, MATERIAL. WOOD MATERIAL. WOO 6, 16 O.C. SPACING: 1:6 ODIC. SPACING: 16 " SPACING: 16" O.C. , SPACING: 16 Washington RATING: 1 HOUR � RATING: 1 HOUR RATING: 60 MIN. RATING: 1 HOUR RATING. 50 MIN. 98020 SIDE SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE SIDE 1 SIDE SIDE SIDE 1, 3 FINISH: 5/8" G.W.B. �� FINISH: 5/8" G.W.B. 1 2 FINISH: PAINT FINISH: " SUBSTRATE: SUBSTRATE: " I / � 1 f 2 PLYWD. SUBSTRATE: 5/8" G.W.B. "X" LWD 5 $ G,W.B, FINISH; PAINT SUBSTRATE: SUBSTRATE: 5/8" G.W.B."x' & P SIDE 2: SIDE 2. . SIDE 2. - FINISH: 5/8" G.W.B. FINISH: SIDE 2. , 5/8 G.W.B. FINISH: PAINT • „ SIDE 2, SUBSTRATE: I SUBSTRATE: ,� FINISH' 5/8 G.W.B, FINISH: PAINT SUBSTRATE. 5/8 G.W.B, SUBSTRATE: SUBSTRATE: 5/8" G.W.B." x' & PLWD i J" otW41 INSULATION: INSULATION: . j, INSULATION. R.C,1 CHL INSULATION: PERMIT SET R-19 R.C.1 CHL SOUND BATT: SOUND BATE: SOUND BATT: 5.5" BAT f INSULATION. CONSTRUCTION SET SOUND BATT: 5.5 BATT SOUND GATT. �t J__U._B_.C. ITEM #: U.B.C. ITEM #: U.B.C. ITEM #: U.B.C. ITEM #: U.B.C. ITEM #. ,Jab No.: 96Q2' WALL TYPE 3 WALL TYPE 7 WALL TYPE 11-- WALL TYPE 15 WALL3 7 TYPE 1 9 SCALE: 1-1 /2 = 1 —0 SCALE: 1-1 /2 = 1 —0 S E: 1-1 2" = 1' � � .� ,� Issue Date: SCALE: 1 1 2 — 1 —0 �f „ SCALE: 1---1 2 = 1 —0 8 16 6" 4" 8„ 6„ 0 4" 8" 16" a" 4" $„ 16„ 1 • 2-�9--98 LLJ -ew4y A9,1rel W ICJ tZ Sheet Co ntents: W � � ALL TYPE. � WALL TYPE. � WALL TYPE. WALL TYPE: 1 6 Z° 2X6 UN U TED DRYWALL ALL TYPE: 2 0 Z x r S LA 2k6 UNINSULATED DRYWALL „ 2kC 2---HOUR DRYWALL 2 HOUR RATED — 2X6 WALL 1 ISOLATION GAP Wi PLYWOOD SHEAR PANELS (2) PLYWOOD SHEAR PANELS SPECIAL ACOUSTIC WALL � ..- STUD SIZE: 5-1 f2" � STUD SIZE: 5-1�2" STUD SIZE: 5 1/2" �� WALL TYPES MATERIAL: WOOD MATERIAL STUD SIZE. 5 1 /2 STUD SIZE. , -{ri ; }' WOOD MATERIAL. MATERIAL: WOOD ..;„ 1. WOOD 2) 3 1 /2" MATERIAL: WOOS SPACING. 16 O.C.SPACING.PACING: 16 ,� � 16 O.C.o.c. SPACING: 16" �� SPACING. � RATING: 1 HOUR + RATING: 1 HOUR RATING: � ������� 16 O.C. � �,�' �;, RATING: A I, R 2 RATING: 4E#Vf1f -T7 ter`% IV19 LL SIDE SIDE SIDE 1 • SIDE SIDE SIDE 1: SIDE SIDE SIDE 1: SIDE SIDE SIDE 1. �4 FINISH: 5/8" G.W.B. FINISH: 5/8" G.W.B. FINISH: PAINT FINISH: PAINT f (2) 5/S G.W. . All material a SUBSTRATE: SUBSTRATE: 1 /2" PUMD. SUBSTRATE: (2) 5/8' G,W. . & PLYWOOD FINISH: peering herein constitutes the 0 SUBSTRATE. (2} 5/$ G.W. SUBSTRATE: -- unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. SIDE 2: SIDE 2: SIDE 2: SIDE 2: SIDE 2. FINISH 5/8 G.W.B. FINISH. PAINT FINISH: PAINT Ref. North FINISH: 5/8" G.W.B. Sc�ofe, SUBSTRATE: SUBSTRATE: " 1 /2 PLYWD. SUBSTRATE: (2) 5/8" G.W. . & PLYWOOD FINISH: 2 5/8" G.W. SUBSTRATE: (2} 5/8" G,W. 1-1/2 " = 1'-0" SUBSTRATE: -- INSULATION: INSULATION: I fi INSULATION: INSULATION: SEALANT SEALANT -- INSULATION. SOUND BAIT. � SOUND GATT. SOUND BATT: SOUND GATT: „ r� 0-0 iliioSOUND BATT: (2} 3.5 TT U.B.C. ITEM #: U.B.C. ITEM #: U.B.C. ITEM #• w U.B.C. ITEM #: o J U.B.C. ITEM #• _--- u- WALL TYPE 4 WALL TYPE 8 WALL TYPE 12 •S W WALL TYPE 1 � � � 3 Sheet No.: w 4 _ ,_ ,o 8 _ „ 12 SPECIAL ACOUSTIC WALL _ SCALE. 1-1/2"' — 1 0 - ' ' SCALE: 1-1/2" --- 1 0 SCALE: 1-1/2" = 1 —0 1 „ „ / SCALE: 1-1 /2 — 1 —Q � ,� _ , „ o /) p SCALE: 1-1 /2 1— 0 T � "" �" C]'1 16 0" 4" " q 11 „ " " 71 „ QR 1 611 H p 71 li o 4 8 16 0 � 8 1 B [,j � 4 $ q �^ I L E � 1 2 3 0 5 a I • z - w � w M w Q ry n" x ❑ co 0o D © 01 4 O JO 0-1 a. a. 6 1 S sr � • Q r -� DETAIL PLAN BOOKING ,-2 r ' a �� - W o SCALE. 1 %4 1 0 • •' Bi � DETAIL PLAN, - COURTS e T C • •M N.Q.C. 0 0 D 0 :3] DETAIL PLAN SCALE: ,/<•=V-o• C • - POLICE DETAIL PLAN - POLICE 4 SCALE: 1/4"=1'-0• PIVES �9/ff oaTe S EXAMINER 0 0 • 2 3 0 Architecture Urban ,'Nsign Planning,, Interior Design 1701 Commerce Tacoma. Washington 98402-3207 206} 383-8700 206 - 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121--2720 206 223--2742 206 622-9462 fax Members of The American Institute of Architects • 1 .• r I • I REVISIONS ADDENDUM 11, A 9, 98 , A cLARinunON, , MAR 200, 98 Project Title: CITY OF ED��,10�JD PUBLIC S,aFETI' I ^r Ii-1111 U t Le Lit ;U; PERMIT SET CONSTRUCTION SET' Job No.: 96021 Issue Date: 2-9-98 r f Sheet Contents: DETAOLFu '1010" PLANS All material appering herein constitutes the 4 unpublished and original work of the Architect 6,nd moy not be duplicated, used, or disclosed without the written consent of the Architect. Scale: "R'ef. ° Nr'Orth 1 /4- �1 C' 2' 4'' e 1 I , r I Sheet No.. , IL PW A4,li r ! I ' • h , r,rl r ! ty"•41 ' ''1 i • r • • 0 • • E Ll 1 • 2 3 0 c� �I • z tr7 J_ M W Q of0� X C1 co ry� W 0 W z F- �w 4 O 0 --i rl" ~ n o- f wQ U� • � DETAIL PLAN - POLICE • 0 I, J a C :2] DETAIL PLAN SCALE: 1i4.=1._0. 4 DETAIL PLAN SCALE: 1/4"=1'-0" — POLICE - POLICE • rn 111 E 0 • 2 • 3 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 (206 383-8700 (206 383-8728 flax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223-2742 206 622-9462 fax Members of The American Institute of Architects REVISIONS ADDENDUM #1, JAN 20, 98 L? ADDENDUM 2, JAN 21, 98 EDMONDS CHKJ4, 21 APR, 98 . Project Title: CITY OF EDMONDS PUBLIC SAFETY COMPLEX 250 5th Avenue N. Edmonds, Washington 98020 PERMIT SET CONSTRUCTION SET Job No.: Issue Date: 2-9-98 • Sheet Contents: DETAILED 96021 'FLOOR PLANS f, ;r f i . r S 11 e i i 4 All material appering herein constitutes the unpublished and original work of the Architect and mray not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North 1 /4°' = 1,—on , i �JL 4 Sheet No.: A422 A • B 01 C • D • E APPROVFn CITY OF E AO,740 . LIGHT F1xi1JRE vierntt�-ft1dini irIYP. MUM) 3/4 HR RAM Architecture � �M � ��4"�a�'�'"�ryy` Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402--3207 '/ -- 206 383--8700 206 383--8728 fax 1000 Lenora St. BUUZ RE39MTT GLASS Suite 408 rl3 Seattle, Washington TALK THROL H �/ METAL FRAME ATiATCHED TO WAIL SEE 1 98121-2720 _ _ A8.8 206 223-2742 „ �206� fi22-94fi2 fax E MONDS POLICE DEPARTME I � I I Members of \ I ' The American J r2Institute of r r , ■ r� —11 SEE \\ I PICTURE FRAME Architects A5.1(0014 1 11 taY uffmm) I 1 r DMOLAY CASE SEELl A8.7 11 I I \ I I o E=�77 mi,H L min A$.8 z� 0 LOBBY - 201 or* �ORRIM) 3/4 Fit RATED �� �// �� SIX-30 WI 406 13 1 n " PG RAM AND INSET TILE M MATCH QG MN SCALE. 1 /4 =1 —0 SIDING MD BAHENS Ta MAT01 R REVISIONS SIDING MID BATiF.h5 T I Daum CLARIFICATION, MAR 24, 98 _ S EDMONDS CHK4, APR 21, 98 # 616 RE RED AR CT EDMONDS / EDMON S • • Le y . Pardini, A,1.A. STATE a� WASa�raN -CITYCOUNC L CITY C UNCIL MUNICIPAL G URT CLERK SCM UNa TO MATCH BUILT IN METAL D CTOR , • %' � F.O.I.C. Project Title: C) C) C PUBLIC PHONE PUBLIC PHONE EDMONDS MATCH SCREED 9 4 LINES AND TOLE A$.$ PUBLIC SAFETY PLACEMENT 4F DRUM EXTERIOR � ,��an/� C!� LOBBY — 201 -COMPLEX 1 � ATM 202 � �� ��,� SCALE: 1 /4 = i --02 TALK w/ SCALE: 1 /4"=1 ' —0" }�/�'�}rt,� DEAL. TRAY BEL�DW, TIP, CAMN� W/ ADJ. %RVIN �al,G / / / 250 5th Avenue N. ■ / Edmonds, ■� Washington N , �l � f �j ff J 98020 �, ,,a�, (01 Gt,S-1a!%1k 11 !� L? A8.8)1wrrhA8. 7 SIM. 3 3 COUNTER — 203 �erj Sli Ie RECORDS, — 206 SCALE: 1 /4"=1 ' -0" 1 14 SCALE: 1 /4"=1 '-0" /� /�Q J� � -�a 1-10 BULLET �TMfr GLASS 14 oil PERMIT SET ROLL UP DOOR A$. f CONSTRUCTION SET rl 84 ' Job No.: 96021 ` � �- ONEWAYG A$. $ SASS ® MOBLE FILES BY NERlu F 1. -Xi Issue Date: f �f mil— �— �— 7 —17 —If � \ I II 4 -� I I I I I I 114:� II • w m V 6■ 2'-r g'-V K6 S-1 7/80 �A$IT .8 Sheet Contents: wd � � RECORDS- - 206 CON'T 4 CN*. �.I f-00 2!-r SIM. INTERIOR 00 m 1410 - A$ `7 ADJUSTABLE SHELVING SIM. A8.7 ELE T1I0N,),,S t! ` i ti( , In 00 PROJECTION SCREEN w ' 4'x6' f � ■ o ONE WAY GLASS tx:iHT. -- MOM BCIARD 1-� ri6 Sllwl w z 1 I WHITE BOARD / 4'x6' l— VIEWING SIDE 1 `� r U PARRiEL, WALL 4 xI Ag, g 4 x6 lI—t� TACKBOARD WHITEBOARD / Q w LI. . A$.v M FULL HEIGHT r , TACKBOARD All material appering herein constitutes the l— O �, r� BMCKSPLASH _ _ = = - T = 4 unpublished and original work of the Architect and may not be duplicated, used, or disclosed _J W 7°+OIL without the written consent of the Architect. all In o ! i � I I \ I I I I I � I I I I I 1 Scale: < > <Red. North ■ ■ o -a -ia - ill -IV 1-�a x -a x -o z -a x -o z -a - `O < 0 0' 2' 4, 8, iw o __J 2 z i Sheet No.: w© RECORDS — 206 CON T BREAK — 206A 4 ,_ 5_ �- CONFERENCE — 215 A — cn � SCALE. 11/4 —1 Q SCALE. 1 /4 —1 0 � � N • C�N FERENCE 2 � 7 SCALE. 1 /4 "= --1 —0n 7 SCALE: 1/4 "=1 '— A B C D" • • • • O • E . � t APPROVED, A B - CD�^ • E CITE( OF ED CNDS i + � ■ r DATE I IL IL+ AU PLANS EXAMINER Architecture ' Urban' Design ' Plrftining-' POLOMYK rl 6 FULL HEIGHT" Interior, Design' I PAINT POLOMY� A8■8 1701 Commerce Tacoma, Washington 1 98402-3207 206 383-8700 206 S83--8728 fax ri4 1000 Lenora St! rr � � / A8,8 Suite 405 1 Seattle, Washington 98121-2720 �206 223-2742 206 622-9462 fax L!� ' CORRIDOR.-- 212JANITOR_219' � embers of ! EE'' " The American SCALE. 1 /4 =1 —Q 2 SCALE: 1 /4 =1 —Q Institute of Architects POLYt� rl 6 - A8.8 �' PAINT E i n F Y _ TOILET — 218 3�MINOR SCALE: 1 /4 =1 —Q ! #M,4 S' hi °,k 1 �'z• j_,d', ' ,. 'r • tin11. t-,�15�Pit{+,;rn {'l �.7°s/1�^ 1 ti6.S' y '", I e��q,i C"��� 1"i'1!'�. Iht • a 'n S r! a1 IM\�/.• i . - i , !p�'•ait, nC7f aa k f YA`�, MI1 i+ y r~7 � 14 i!''u•g yn iarla Project Title: / r TY OdOF 2W 3 1 /*2\ A2 EDMONDS- TOILET - 218(CON9T)DETECTIVES - 221 3 4INTERVIEW -- 223 PUB SCALE. 1 /4 --1 on 1 SCALE: 1 /4 =1 —0 A8 e3 A8.3 SCALE: 1 /4"=1 ' 0 M P i ONE WAY GLASS A818 4 II g w ^ WHM330ARD TACKBOARD 4 �..—� I---T—.____� R E BUNG BIN$ IER RECYCLING IJINS I I I I I f l, I I r _ t I I ._ BY ER� I I OWN R� I nue N.' � �- I I I I ! I I EaIr onds, N--] N`N,"`N111I I Wa8hongtqn,F,, z'—o' 2'—a' 2'—s• z'—s' s'—a• �'—a' 2'-0• z'—a' 1'-4' 1'-10' 1'-10' �'-10' �'-1a' �'-1a• 1'-4• , Of 41 or L1 2 ,3 *4 /4ti 1 , 3 MONITORING - 228 INTERVIEW — 226 NARC, SOT. — 227 WORKZKITCHEN — 229 _ 3 " " "CRIME PREVENT. ASSIST. 230 z,�„P.1;ALE: 2'-o� /4 � . Q SCALE, 1 /4 1 0 SCALE. 1 /4 —1 Q SCALE. 1 %4 -� 1 --0 1 0 „_ I001 6 Is L wo SCALE: 1 /4 —1 —0 4'-a4 4'-a• • COVE LIGHTING WHERE SHOW Equrl�tElyr SHELF WRH HOOKS, TYP. ���• �!-a• 1'—s" P,LAM,, TYP■ ADDENDUM #3 • I ILI I i 4�x6' CONSTRUCTION SET TACKBOARD MIRROR MIR!= , , MIRROR MIRROR I Job No.: 96021 CM= IN P.LAM. lYP. � Issue date: A$.$ 2—-98 0 W � 1 L?� A WOMEN cy,-ST. - � � � � Ni T — 2 � �239 Shee�k �Ctantents:z A X© 1p CRIME .PREVENT. ASSI 2 _MEN - SCALE: 1 4"-1'-Q" SCALE: 1 /4" =1'-0" 12 II-F.010 % SCALE. 1 /4 -1 NTEal ; o----- _._ _.---.--_. __ .-----------.---_._---- - r ELEVAII cL cal An�I WABLE ON$ Q 0 , I I - I I - SHRYING I co M. '1 11 % CQNSTRU W I , I I FOR ADD fi 8.7 A8. ACOUSTI P ON Y I I A .7 4. ; w I I I I All matrial,'apperPng hereon constitutes the ~O i I I unpi4blished and original wank of ,tire Architect I I I ` I 1 — � � � and moy not' b$'' duplicated, }used, or 'disc! 'sell IF n n "' ` without the written ' consent's of the, Arehi t.,, ' IINNk Ile INN. Scale: Re a,'"' 'N0tt� ; ,fir ,f,, r 1'--10• 1'-10' 1'-1as, 1'-1W ''-1a' 1,"^tU is. '� � ��(�• 1�—��� �'—�Q� 1,—I �' 1s-' is —se � . _ 1 4. .. - 2'-a' r $ i h CI A2 w L ARY/TRAINING — ' 240' ' J 13 A V STORAGE ,a ! mom SCALZf _ / , 1 " " r L © SCALE: 1 /4 = 1 OF C3 L2 I F _ �t r 1 + 1i Id' 16 ' 1 - 8 ,' : ! ! /'� - ' ' r j , f . ` _ ' ! ,�' r ! Y , Y ©�A[ r` r'., F`yr• , r ' r- i , `M_ r Q . _ _ r • A • B C D E • ni , - r 31 4.1 4. 3-� ` , 1 r Arc h,itectu're Urban' Design 1 Planning Interior Design r , J 1701 Carnmerce Tacoma, Washington 98402-3207 246 383-8740 206 383-8728 fax 1000 Lenora St. Suite 405 1 2`-0' 2'-0' Seattle e tl , Wash Washington /13 3 4 1 1 { d � � 206 223-2a42 206 622-9462 fax CORRIDOR — 242 MEN — 244 WOMEN -- 245 ' SCALE: 1 /4"=1 ' —0" 2 SCALE: 1 /4 p— —1 1 —Qp 3 SCALE: 1 /4"=1 3.010 Members of 4 The American E)(j-BUST Institute of 2'-0" 1`-10" 1'-8' 1' 6'H (�8' 1'-8' ;,� Architects BUILT IN METAL DETECTOR AW ST01 SHELVING , 1 ft�119 LU (F.O.I.C) VERIFY SIZE A IPPROVED CITY ED ONDS K'q I� �I � _I r cn FABRIC ROPE A8 8 II _ � DATE 1 / BARRIER •�. I I 5' ' ll I - r �� �' I } PLANS EXAMINER ❑ I /1 41 — • I rREMOVABLE II I I II OSTS --- I STOVE II REFRIG. I �- \ r-0' 1'-10' 2'-{/' 1'- r 2'-0' 2'-Q' REVISIONS 3 1 2 Zk ICBO CHECK #2, NEAR 4, 98 L� , V � EDMONDS PLAN CH�� APR 4, � 98 - WOMEN — 245 JANITOR — 246 SECURITY OFF. -- 250 KITCHEN -- 252 LIBRARY — 254 E p 1 p 4 fl ! 5 " ! 11 6 p 1 p 7 rfl.i SCALE: 1 /4 =1 —0 1 / -- — " SCALE: 1 /4 =1 —0 1 /4 =1 —0 SCALE: 1 /4"--1'-�0" SCALE. 1 4 1 0 SCALE. rr A8.4 4 7, ,r r ' , �r i.J . r rY. r i iris Ndr 2 ' � I 1 I I 2 r r F N ` • Project Title. TY F r r I fr. (a A8.8 � 1 `-1 � �'-�� 4' 1'--6' � `-s• 1'-�1 �' I'-� �' #'-�' � 1-e. � 1Qr � 1--e` �O O 61 IT sT 01 01 of E DONDS M 0. r SEE 1 A5.1 2\ PUBL C SAF FOR SPECIFICS — , � ,K1TwZC0NF6_ STAFF TOILET — 264 JURY SEQUESTER — 266CnOMPLS( PUBLIC COUNTER 256 260 ' 1 � p I p � 1 p ! p p_ 1 _ " SCALE: 1 /4 =1 —a SCALE: 1 /4 —1 —0 • 8 SCALE; 1 /4"=1 ' --0" 9 SCALE. 1 /4 1 0 • FLOOR LINE OF MECHANICAL LOFT OUTLET BEHIND FOR FUTURE CLOCK KNOCK OUT PANEL BY OWNER. PROVIDE EL.EC, POWER ONLY. OCK OUT PANEL �iYPICAI} 250 5#1 Avenue. Na 11 i� I i� METAL FRAME ATfATC;HM M WALL I / ti / \ Edmonds, A8.8 13 I I A8.8 - IV"UVTT- - - - - - - - _Washington FRONT PROJECTION fi SCREEN 9W2O A8.2 3 J ARTWORK BY CI III Y COPIER BY OWN R ` — ADDENDUM #3 CONSTRUCTION SET A8.8 Job No.: 96021 1 Issue Date: DIFFUSER Lr) 12 WORK ROOM — 268 13 �COURTZCOUNCIL -- 24 . SCALE: 1 /4"� 1'�0" OCCUPANCY L SIGN, MAX. 150 SCALE: 1 /4"=1'-0" • 2--2--98 N Or_ w > YETAI. FRAME ATTAiC:HED TC) WALL . ` Sheet Contents, rl 3 — --- —/J1 D, C� -- - X __ INTIER Rr °Q ri O --3 3 METAL, FRAME ATTATM TO Wa / /rl3ELEVATION `Exrr A8.8 + - Q �m r a f r� SIM 9 w g 3 H P, RAMP r All aterial a . d E— '' J i m peering herein c6nstitutes' tho { © W 4 . - — 4 unpublished and original work of the Architect � `j and may not be duplicated, usod, or dioclosed,,' ' U Q � � � � � / —,— ..-.--.--- � f without the Written n CL \ \ , %f � u e �v tten consent of ,the rdhit�e�tr Scale: Rof�, Noah C� A8. 0'' 4L . 1-0AT Sheet - C O N T " z � � .rC�U RT COUNCIL 24� � r -_� W _ SCALE. 1 /4 1 Q + r ,. + I, I • A COLOR 2 COLOR 4 +� c • D • E APVROV=u • r ` _ 'COLOR 1 • � CITY OF E � COLOR 3 at,d .Z DATE PLANS EXAMINER Architecture. Urban Design, f 1 Planning L Interior' Design A8, 7 cNEr A8.8 1701 Commerce L7 Tacoma, Washington \ 98402-3207 Era. � ►►TtA�ED To ►�L DIFFUSERS BRAILLE. FLOOR DESIGNATION 2p6 383-�8700 COLOR 3 (CO"ROWE RE ROOM) TYPICAL A8,8 CAL BUTTON PT. G.W.B. 206 383--8728 fax 3 • - / CWlfit �11L Ag.g ` 10a4 Lenora St. , Suite 405 1 --- COLOR 2 AREA OF BULLET FIXED RAIL - P"� � '� � Seattle, Washington PROOF PANEL ALUMINUM _ 1 98121-�272a ; 206 2,23-w2742 REMOVABLE COUNCIL NAME PLATES REMOVABLE RAIL TYPICAL RUBBER BASS _ _ 206 622-'9462 fax > > 11 0 Members of The American DAS . 10• 1'-10• 1l�. Institute of FL00 LEVEL -� 1-6-a -1a 1 -10 - Architects 1 ' � COLOR 1 � LOBBY -- 101 PARTIAL CORRIDOR -- ARMORY _105'�% 103, 8 • / 2 " f - " 3 !1 f " 3 !f ! " COURTS.ZCOUNCIL — 2 4 9 CON'T� SCALE: 1 /4 =1 D SCALE: 1 /4 =1 -0 SCALE: 1 /4 =-1 -p SCALE: 1 /4 =1 -0 Gw—LAM • 7 Lads. nr�. F=RE Loacl�s CM UGW A8. 8 � A8.7 6 I A8.7 SIM. fl r it f � �•l rn` r„` 1 I \ C , f .4 r k Kr} ti' r +.r,rJ• ,11yy�� � I•r 3''. . hyy.k�,1.,4'v.', n A, ,t4, d1d�{J �` 1+, 7'1, .1'._ a �/�/ i- HI 1YP. ,�►, A88 pip of .7 Project Title: LOCKER ROOM � 109 5 SCALE: 1 /4 = 1 - 0 T Y DIM 0 Em' D M 0 NO" cuR1'aH ROD (IT SHELVING � SAF A8.8 � (.'dVE LIGi'iI'ING 11YkIERE •;f'_1G+- _-.- - — - — � / \ r e A8 e 7 -GYP. UO2�10mp P. A8.8 1YP. --_ —_ 250 5th Avenu A111. Edmonds, 1 d L� 4Washington MEN �-110(111 AIM. � B ! !! EVIDENCE PROP. _ 113 3 SCALE: 1 %4 =1 - 0 7 "= ! _ " SCALE: 1 /4 —1 0 3 �� � al.c.) ADDENDUM 3 N CONSTRUCTION SET GLU-� fi Job No.: 9601�2 1 , A8.7 SiM. EXPOSED STRUCTURE 4 Issue Date: L a o � 2-2-9? _� m � z W Q Sheet Contents: , X0 1 3 c EVIDENCE PROP. — 113 -- r5 N ROR o SCALE: 1 /4 —1 —0 1`-100 1'-IV 1'-W 1'-r N A8. sCD ELEVATIONS' as 0) PHONE wz , a w 4 unpublished' and original wor 4 All material appering herein consf,itutes the Pk of the Architect and may' not be duplicated, used, or � disclosed PASS THROU without the written consent of the' A'rchiitect. `� °� PASS THRO H , I Scale: � �+��: North _ 1 /4" 1 I_0" ' � N 1' 10' I, —IV 1'w-r 1'--8' .o - , r , 0 2r 4 6. _ 1 =---a ' Sheet No ; � o LOCKER VE 1� _OFFICER' —..116 ..f ,�PROP. PROPERTY--117 910 ;n c� SCALE: 1 /4"- --O" SCALE:. 1 4"=1 !-'D" " " / - - - _ SCALE - Mar M, P 1 4 1 0 ,. LJ FTTTI�l M El IV A 11 D ,+' ' ,I wI LA i H , '- ,, •1' • APPROVED' E CITY OF EDMONDS DATE Mel + 1 _6■ 19_09 1 "--r 1. 16 -N* 11—$' 1''r r Wr PLANS EXAMINER Architecture ,. Urban Design , I I COATHOOKS � \<A8.7 Initerior9Design , 6 SIM, o o a o 0 A8 �1' VENT HQOD 1701 Commerce .% '"� 39-0 ■ , Tacorna, Washington A$.� 4 6'•-' 98402--3207 `" 206 ' 383--8700 ■ 206 383-87128 fax I I I I I I r� I I ° I I 1 - I / Suite 4Q5or❑ 5t. \ \ 1 ` \ Seattle, Washington 1 98121— 2720 L. J . 1'-1d' I! -ION 1' 10' 1' Id' 206i 223--2742 �' '" 2'-d' 2'--d' 2'-0' 2'-0' 2'-a' 2"-4' 2'-0' 2'-0' 1'-1d' I'-10' 1'-10' 1'-10' 1'-8' I'--9' I��■ 1'-8■ 1��■ ■ '_ "� r ._ 206 622-9462 fax 1 10 1 10 1 I0 1 10 1 10 4 4 i 1 r � Members of The American , SUPPLY STORAGE 118——"' — 119 ,.'.—Institute of 2MPmmm4 LAB 120 BIO 121 Architects SCALE: 1 /4 --1 -0 n_ r " _ SCALE: 1 4 -1 -0 3"= '- 4 n- " "" � SCALE. 1 /4 1 Q SCALE. 1 /4 -1 -0 ' 19-•10' 1'-1d' I'-@■ 111-T 1'�■ 1 �■ 1 "-B' dot 1''6■ 1 "_6■ 1'-6' 6.61111 1 "_g■ 1'_s■ 1'_0. , , SUPERGLUE EXHAUST 19 DUSTING STATION UNIT A8r6 r7F , VENT HOOD UNIT IL • I - II rig r DUSTING HOOD UNIT A8e6 REFRIDG, I I I I I II II - II I II II I I I II _ \ SINK PEDALS 1_6. 1'_6■ 1'_2r 101 Imp j �1.IY�r�F'*�'i it , A2 3 � ,t . i • 1, e i � !'�i'�4 �`. Y Y 7ulilt l i'lit , ,, • t s ,. r 'I1T nyf y4 0�', w -' ,'r .11-r!f >•,_ ` , i r y op EXIDENCE PROCESS. — 122 1■ a33 � ,. J {rr'rr1' ' +• 5 n " r" SCALE. 1 %4 1 0 2 GARAGE -- 123 6 n " n n SCALE: 1 /4 =1 --o Project Title: 18 1 MKE Res A8 6 COUNTER W/ CUFFING RINGS --7 SECURITY FENCE • A8,3 A8.3 A .3Ty FRONT ELEVATION OF 'E"�DMOND`S BOOKING COUNTER U a P Li SAFETY \ / Li Ll b AS COMPLEX 1 II n _ 1'_6r 1 �. 1 �■ 9'-6' 1'-6' Lam] 2 2505thAven' 04, UG GARAGE — 123 CON T �. 6 BCC C K I N G 125 Edmonds, SCALE: 1 /4 =1 -0 7 r"- " SCALE: 1 /4 -1 0 Washington 3 EMERGENCY EYEWASH AND SHOWER 3 ACCESS PANEL 1'-td' PENAL MOUNT LIGHT FIXTURE - EE E C, r PISTOL LOCKER P TOILET/SINK COMBINATION SEM Y f MIRROR ` NG BAR IN BENCH ` CONCR BE CH I I I Li F1 I I I ADDENDUM3 6 I , CONSTRUCTION SET , U NG BENCH A$ fi ' I ��, I .- — / r r / r5 CU NG BAR I T I A8,6 II II I _ Job No.: 9C�p2 1 • � I I � Is momJ J !— J _J a ue Date, -$' 1'-6' 1'-s' 1'-6' 1'-1 d' 1'-10' 1'-10" 0 7to A$v6 2--2-98 r co w r BOOKING - 125 CON'T TOILET — 126 SALLY PORT — 127 — CELL 12(ALL SIM. SPEC, E UIP. 1,30 .-7 n" 8 "PATRGL SGT.9 n "r 1G140 SCALE: 1 /4 =1 --0 SCALE: 1 /4 =1 -Q SCALE: 1 /4 -1 --0 SCALE: "= '- "_ r _ " , WQ A 1 /4 1 0 SCALE, 1 /4 -1 0 SCALE: 1 /4-1'--on Sheet Contents. �� X NTE�11�� SHaw =LEVT10 n. N F— 771 < NO 0n � 4 8' WHITEBOARD VENDING j I ILI c� e I I I I RANGE 2'-0' ' UNN I.l(�fi5 WEE I I I AND HOOD Q N N SHOWN ON CfED CEILINGS F.O,I,C, ]' �'1' A6.3 I I I All mokerial appering herein constitutes the O -- — 4 unpublished ,and 6riginal work of the A�cllitect I I I e I I ` I I I I I - and may not be duplicated, used, or -d4 closed < ><I I I I I I I without the ,written consent of the', Architect. r� - I � I I � - I I � � I I � � _ I I ■ n n r (F.O.LC) Scab: i efi.,�, N0fth' ; 1 �l �s L�I " i — � n L -Q' �'�-d' L'-a' 'i'-V 26- 0* �'-1r g'-0' 2'-d' :e-V 2'-V 2'-`d' 2'-d' r-d' r 9 @ ■ � ■ � r r r � r � ' Z'--0 2 -0 z -0 2 -0 2 -0 2 -0 2 -0 2 -0 1' }. 1 "_8■ 1' 1' 1 /4 = 1 ; r i 40 I i i '} ii1 i t • ' r • . a 1 Q%i \ \ O r r7 r ��- SQUAD ROOM -"- 141. KI,TeZLOUNGE_ Sheet No 142 .2 ,SCALE: 1/4 - 1 —Q 1" r „STO E; . SCALE. 1 /4 —o RAGE (149 SIM 15 ini SCALE: 1 /4" Orr • A, B ■, C D F FFTTFTT�F, ' . '' I{ i i • - t ' + , � ' ,11 ,' ,kv .tit 1 r L A , B - C 1 r L 1 r ♦ I ' r DE APPROV. r 1 0 2 1 3 r _Jm w� w < 10:� af _ x 0 00 Q% 0 0 o 4 w. 0 0 J of LL. n < WALLS: ROOM ROOM FLOOR: BASS: WAINSCOT: CEILING: REMARKS: NORTH: EAST: SOUTH: WEST: ND,: NAME: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: 101 LOBBY CONC, CPT R.B, GWB. PT. CONC. PT, GW8. PT, A.C.P. 8'-0" 102 MECHANICAL CONC. SEAL CONC, PT. CONIC. PT, Gwe. PT. owe. PT, EXP. 103 CORRIDOR CONC. CPT R.B. P.LAM, 3'-0" GWB, PT, GWB. PT, CONC, PT, GWB. PT, A.C.P. 8'-0" CHAIR RAIL 0 36" 1 D4 VESTIBULE CONC. CPT R.B. P.LAM, 3'-0" GWB. PT. GWB. PT. GWB. PT, A,C.P, 8'---0" CHAIR RAIL 0 36" 105 ARMORY CONC, SEAL GWB, PT. GWB, PT, CONIC. PT, GWB. PT, GWB. - '106 BUNK CONC. CPT R.B. GWB, PT. GWB. PT. CDNC, PT, GWB. PT. A.C.P. 8'-0" 107 PRO ACTIVE TRAFFIC CDNC. CRT R.B. GWB. PT. GWB. PT. GWB. PT: GWB. PT. A,C,P, 8'--0" 108 VESTIBULE CONC. CPT R.B. P.LAM. 3`-0" GWB. PT, GWB. PT. GWB. PT, GWB. PT. A.C.P. 8'—O" 109 LOCKER ROOM CONC. CPT ROB. GWB, ' PT. GW8. PT, CONC. PT. CONC. PT. EXP, 110 MEN CONC, G.T. C.T. C,T. 5'�--0" GWB. PT. GWB, PT. GWB. PT. GWB. PT, GWB. PT. 8'-0" 111 WOMEN CONC, C.T. C.T. C.T. 5'-0" GWB, PT. GWB. PT. GWB. PT, GWB. PT. GWB. PT. � " 8 —0 112 NOT USED 113 EVIDENCE/PROPERTY CONC, SEAL STRUC. E.PT. STRUC. E.PT. STRUC. E.PT, ONIC. GWB PT. EXP. 114 LOCKER VESTIBULE CONC. V.C.T. R.B, STRUC, E,PT. G.W.B. PT. G.W,B. PT. G,W,B, PT, GWB, PT. 8'-0" 115 STAIR CONC, CPT R.B. GWB. PT. GWB. PT, GWB. PT, GWB. PT, GWB. VARIES 11 fi PROPERTY OFFICER CONC, CPT R,B. GWB. PT. GWB. PT. G,W.B. PT. G.W.B. PT, A.C.P. 117 PROPERTY CONC, VCT R.B. GWB, PT. G,W.B, PT, G.W.B. PT. ONC. GWB PT, GWB. PT. 8'-0" 118 SUPPLY STORAGE CONIC, SEAL GWB, PT, GWB. PT. GWB. PT. GWB. PT. EXP, 119. K-9 CONC. SEAL F.R.P. 5'-0" GWB. PT, GWB. PT, GWB. PT, .M.U. GWB PT, EXP, 120 MP-4 LAB CONC. VINYL R.B. G.W.B. E.PT. GWB, E,PT, GWB. E,PT, ONC. GWB E,PT. GWB. E,PT. 8'—(]" 121 BIO CONC, VINYL R.B. GWB, E,PT. GWB, E.PT. GWB. E,PT. GWB, E.PT. GWB. E.PT. 8'-0" 122 EVIDENCE PROCESSING CONC. VINYL R.B, GWB, E.PT, GWB, E.PT, G.W.B. E.PT. ONC. GWB E.PT, GWB. E.PT. 8'-0" 123 PARKING GARAGE CONC, SEAL 1 2" PLY PT, 4'—o" G.W.B. E.PT. GWB. E.PT. GWB. E.PT. .W.B. E.PT. EXP. 124 HALL CONC, VINYL R.B. P.LAM, 3'—o" GWB. PT, GWB, PT, PT, GWB, PT, G.W.B. PT. 8'-0" CHAIR RAIL 0 36" 125 BOOKING CONC, VINYL R.B. P.LAM. 4$.on GWB. E.PT, STRUC, E.PT, STRUC. E.PT, GWB. E,PT. A.G.P. 8 —o " 126 TOILET CONC, VINYL R.B. P.LAM, 4'-0" GWB. E.PT. GWB. E,PT. GWB. E.PT. GWB. E,PT. G.W,B, 8'-0" 127 SALLY PORT CaNC, SEAL 1 2" PLY 4'-0" GWB. E,PT. GWB, E.PT. G.W.B. E.PT. .W.B, E.PT. EXP, VARIES 128 CELL CONC. SEAL STRUC. E.PT. STRUC, E.PT. STRUC. E.PT, STRUC, E.PT, PLAS. 8'-0" CEILING IS METAL LATH W PLASTER 129 CELL CONC. SEAL STRUC. E.PT. STRUC. E.PT. STRUC, E.PT, STRUC, E,PT, PLAS, 8'-0" CEILING IS METAL LATH W PLANER 130 SPECIAL EQUIPMENT CONC, SEAL STRUC. PT. STRUC. PT, STRUC. PT, STRUC. PT. EXP. INSULATE CEILING ROOM ROOM FLOOR: BASE: WAINSCOT: CEILING: REMARKS: NORTH: EASY: SOUTH: WEST: NO.: NAME: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT: 131 NOT USED 132 CELL CONC, SEAL STRUC. E.PT, STRUC. E.PT. STRUC. E.PT. STRUC, E.PT. PLAS. 8'-0" CEILING IS METAL LATH W PLASTER 133 INTERVIEW CONC*V C T. R.B. STRUC. AC.T. STRUC, AC.T. STRUC. AC.T. STRUC, AC,T, G.W.B. B'-0" AC.T. GLUED TO WALL 134 INTERVIEW CONC. V.C.T. R.B. GWB. AC.T. GWB. AC.T, GWB. AC.T, GWB. AC.T, GWB. 8'-0" AC.T. GLUED TO WALL 135 INTERVIEW CONC, V.C.T. ROB, GW8. AC.T, GWB. AC.T. GWB. AC,T, GWB. AC.T, GWB. A.C.P. 8'-0" AC.T. GLUED TO WALL 136 MECHANICAL CONC, SEAL, G.W.B. G.W.B. G.W.B. GWB, EXP. SOUND INSULATE CEILING & WEST WALL 137 CORRIDOR CONC. CPT. R.B. P.LAM. 3'-0" G.W.B. PT. GWB. PT. GWB. PT. GWB. PT. A.C.P. 8'-0" CHAIR RAIL 0 36" 138 CORRIDOR CONC. CPT. R.B. P.LAM. 3'-0" GWB. PT. CONC, PT, ,M,U. GW8 PT. A.C,P, 8'-0" CHAIR RAIL 0 36" 139 PATROL WORK CONC. CPT, R.B. GWB, PT, GWB, PT. GWB. PT. GWB. PT, A.C.P. 8'-0" 140 PATROL SERGEANTS CONC. CPT, R.B. GWB. PT. GWB. PT. GWB. PT. GWB, PT. A.C.P. 8'-0" 141 SQUAD ROOM CONC, CPT. R.B. GWB. PT. GWB. PT, GWB, PT, GWB. PT. A.C.P. 8'-0" 142 KITCHEN/LOUNGE CONC. .C.T. R.B. GWB, PT. GWB. PT, GWB. PT. GWB. PT. A.C.P, 8'-0" 143 FITNESS CONIC, CPT, R.B. GWB. PT. GWB. PT, GWB, PT. GWB. PT, A.C.P. 8'-0" 144 SPECIAL OPERATIONS SERGEANT CONC. CPT, R.B. GWB, PT, GWB. PT. GWB. PT. GW8, PT. A.C.P. 8'-0" 145 ANIMAL/PARKIN G CONTROL — WORK CONC. CPT, R.B. GWB. PT. GWB. PT, GWB. PT, GWB, PT. A.C.P. 8'--0" 146 MECHANICAL CONC. SEAL GWB. GWB. GWB. GWB. EXP. 147 STAIR CONIC. CONC. GWB, PT. GWB. PT. GWB. PT. GWB, PT, GWB. VARIES 148 STORAGE CONC, SEAL STRUC. STRUC, STRUC. CONIC. G B EXP. 149 STORAGE CONC. SEAL STRUC, STRUC. STRUC. STRUC. EXP. 150 ' MAIN ELECTRICAL CONC, SEAL CaNC, GWB. PT. CONC, CONC, EXP. 151 MAIN COMMUNICATIONS CONC. SEAL CONC. GWB. PT. GWB. PT. GWB. PT, EXP. STORAGE L GWB. PT. GWB, PT. CONIC. PT, GWB. PT, GWB. PT. 8'---0" 20 T ERR WOOD STAIN GWB. PT, GWB. PT, GWB. DRYVIT GWB. PT. G.W.B. PT, VARIES RECESSED MAT 201 LOBBY CONC, TERR, WOOD STAIN G.W.B. PT. GWB, PT, GWB. DRYVIT GWB. PT. G.W.B. PT, VARIES RECESSED MAT 0 FAST ENTRY,WOOD SIDING & BATTENS 0 202 ATM CONC. TERR. WOOD STAIN SIDING PT, SIDING PT, SIDING PT. SIDING PT, GWB. PT. 8'-3" 203 COUNTER'WD./CONC, CPT. R.B. GWB. PT. GWB. PT. GWB, PT, SIDING PT. A.C.P. 8'-3" BATTENS W WOOD SIDING 204 HALL D, CON . CPT. R,B. GWB. PT. GWB, PT, GWB. PT, A.C,P. 8'-3" 205 REPORT TAKING D./CONC. CPT. R.B. GWB. PT. GWB. PT, GWB. PT, GWB. PT. A.C.P. 8'�-3" 206 RECORDS D. CDN , CPT. R.B. GWB. PT. GWB. PT. GWB, PT. GWB. PT. A.C.P. 8'-3" 207 SECRETARY D. CON . CPT. R.B. GWB. PT. GWB, PT. GWB. PT, GWB. PT, A.C.P, 81P.3" ROOM ROOM FLOOR: BASE: WAINSCOT: NORTH. EAST. SOUTH: WEST. CEILING. REMARKS. NO.: NAME: MAT,: FIN.: MAT.: FIN.: MAT.: FIN.; HEIGHT: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT: 208' ADMINISTRATIVE SUPERVISOR D. CON CPT. R,B. G.W.B. P.T. G.W.B. P.T. G.W.B. P.T. G,W.B. P.T, A.C.P. 8'w--3" 209 ASSISTANT POLICE CHIEF D./CONC.CPT, R.B. G.W.B. P.T. G,W68. P.T. G.W.B. P.T, G.W.B. P.T, A.C.P. 8'-3" 210 ADMINISTRATIVE 'SECRETARY D, CON CPT. R.B. G.W.B. P.T. G.W.B. P.T, G.W.B. P,T. G.W.B. P.T. A.C.P. 8'-3" 211 FILES k./CONC.V.C.T. R.B. G.W.B, P.T. G.W.B. P,T. G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" 212 CORRIDOR D, CDN CPT, WD, POLYMYX POLYMYX POLYMYX 4'-0" G,W.B. P,T, G,W,B, P.T. G.W.B. P.T. A.C.P. 8'-3" 213 WAITING D. CON CPT, R,B, G.W,B, P.T. G.W.B. P.T. G.W,B. P.T. G.W.B. P.T. A.C.P. 8'-3" 214 POLICE CHIEF D. CDN CPT. WD, PDLYMYX POLYMYX POLYMYX 4'-0" G.W.B. P.T. G.W.B. P.T. G,W.B, P.T, G.W,B, P,T, A.C.P. 8'-3" 215 CONFERENCE D. CON CPT. R.B. G.W.B. P.T. G.W.B. P.T. G.W.B. P.T, G.W.B. P.T. 216 D.A.R.E. D. CON CPT, R.B. G.W.B. P.T. G.W.B. P,T, G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" 217 ADMINISTRATIVE CONFERENCE D. CDN CPT. WD. POLYMYX POLYMYX POLYMYX 4'—Q" G.W.B. P.T. G.W.B. P.T. G.W.B. P.T. G,W,B. P.T. A.C.R. 8'-3" 218 TOILET D. CON S,V. S.V, P,LAM. 4'-0" G.W.B. P.T. G.W.B. P.T. G.W.B. P,T, G.W.B. P.T. G.W.B, P,T, 8'-3" 219 JANITOR�D./CONC.S,V. S,V, P.LAM. 4'-0" G.W.B. P.T. G.W.B. P,T. G.W.B. P.T. G.W.B. P.T. G.W.B. P.T. 8'-3" 220 STAIR LOBBY D, CON CPT, WD, POLYMYX POLYMYX POLYMYX FULL G.W.B, G.W.B. G.W.B. G.W.B. G.W.B. P.T. VARIES w PHOTO WALL 221 DETECTIVES TL. CON . CPT. R.B. G,W,B, P,T. G,W,B, P.T. G.W.B. P.T, G.W.B. P.T. A.C.P. VARIES 222 DETECTIVE SERGEANT TL. CON , CPT, R.B. G.W.B, P,T. G,W.B, P.T. G.W.B. P.T. G.W.B. P.T. A.C.P. 223 INTERVIEW TL. CON . CPT. R.B. G.W.B. P.T. G.W,B, AC,T. G.W.B. AC,T. G.W.B. AC,T, G,W,B. A,C.P, 11'-�0" AC.T. GLUED TO WALL 224 CORRIDOR TL. CON . CPT. R.B. G.W.B. P.T. G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" 225 MONITORING TL. CON . CPT. R.B. G.W.B. P,T, G.W.B. P,T, G.W.B. P.T. G.W.B. P,T, A.C.P. 226 INTERVIEW TL, CON . CPT. R.B. G,W,B, P,T. G.W.B. AC.T, G,W,B. AC.T, G.W.B. ACq G.W,B. A,C,P, 8'.3" AC.T, GLUED TO WALL 227 NARCOTICS SERGEANT TL. CON . CPT. R.B. G.W,B. P.T. G,W,B* P.T. G.W.B, P,T, G.W.B. P.T. A,C,P. ' 228 NARCOTIC DETECTIVES TL. ICON . CPT. R.B. G,W,B, P.T, G.W.B. P.T. G.W.B. P.T. G.W.B. P,T. A,C,P, 8'-3" 229 WORK/KITCHEN D, CON VINYL ROB. G.W.B. P,T. G.W.B. P.T. G.W.B. P.T. G.W.B, P.T. A,C,P, 8'-3" 230 CRIME PREVENTION ASSISTANT D, CON CPT. R.B. G.W.B, P.T. G.W,B. P.T. G.W.B. P.T. G.W.B. P.T. A,C.P, 231 YOUTH SERVICES SERGEANT D, CON CPT. R.B. G.W.B. P.T. G.W,B, P.T. G.W.B. P.T. G.W.B, PRT, A.C.P. 212 CONFERENCE D, CON CPT. R.B. G.W.B. P.T. G,W.B. P.T. G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" 233' CORRIDOR D. CpN CPT. WD, POLYMYX POLYMYX POLYMYX 4'-0" G.W.B. P.T. G,W.B. P.T. G.W.B. P.T. G.W.B, P.T, A.C.P. 8'-3" 234 CRIME PREVENTION OFFICER D, CpN CPT, R.B. G.W.B. P.T. G.W,B, P.T. G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" 235 ASSISTANT POLICE CHIEF D../CONC.CPT, WD, POLYMYX POLYMYX POLYMYX 4'-0" G.W.B. P.T. G,W,B. P.T. G.W.B. P.T. G.W,B. P.T. A.C.P. e'--•3" 236 TRAINING SERGEANT D. CON CPT, R.B. G.W.B. P.T. G.W.B. P.T. G.W.B. P,T. G,W.B, P.T. A.C.P. 80_3" 237 WATCH COMMANDER D, CON CPT. R.B. G.W.B. P.T. G,W.B, P.T. G.W.B. P.T. G.W.B. P.T. A.C.P. 8'-3" LL.r • � � �T L I r LLJ • ) r • A L , 0 W & SE CORNERS 0 L 1 I r • • ' � ' r 1 , J - INTERIOR FINISHES 1. SEE PLANS AND INTERIOR ELEVATIONS FOR LOCATION AND EXTENT OF VARIOUS FINISH MATERIALS IF MORE THAN ONE MATERIAL AND FINISH IS NOTED FOR AN INDIVIDUAL ROOM OR SPACE IN THE FINISH SCHEDULE. 2, SEE ARCHITECTURAL REFLECTED CEILINGS FOR CEILING MATERIALS, HEIGHTS AND LOCATIONS FOR SOFFITS, FASCIAS AND CEILING TRANSITIONS NOT INDICATED IN FINISH SCHEDULE. CASEWORK 1. CASEWORK SHOWN ON INTERIOR ELEVATIONS ARE SCHEMATIC. ALL CASEWORK SHALL BE CONSTRUCTED AS A MINIMUM STANDARD AS OUTLINED UNDER SECTION 12300 OF SPECIFICATION. NUMBERS IN PARENTHESIS BELOW CASEWORK ON INTERIOR ELEVATIONS ARE "LY—LINE" STANDARD CABINET NUMBERS WHICH SHALL SET THE STANDARD OF CABINET MAKE --UP AND CHARACTERISTICS FOR EACH CABINET TYPE AS REFERENCED, EXCEPT AS OTHERWISE NOTED. 2. ALL FIXED PLASTIC LAMINATE CABINETS SHALL BE FROM THE SAME MANUFACTURER, 3. DOOR SWING INDICATION ON CABINETS PER INTERIOR ELEVATIONS. CABINET DOOR SWINGS SHALL BE VERIFIED ON SHOP DRAWINGS.' 4, FINISH ALL EXPOSED SURFACES OF CASEWORK AND COUNTERTOPS. 5, PROVIDE RECESSED BASES ON ALL CASEWORK, UNLESS OTHERWISE NOTED, TYPICALLY 4" RUBBER BASE PER FINISH SCHEDULE, 60 "DEPTH" OF CASEWORK SHOWN ON PLANS OR NOTED ON INTERIOR ELEVATIONS INDICATES THE NOMINAL DEPTH OF THE BASE CABINET AN NOT THE COUNTERTOP. 7. IN CASES OF CABINET INSTALLATIONS BETWEEN WALLS, VERIFY ACTUAL CLEAR DIMENSION IN THE FIELD AND PROVIDE FILLER PANEL STRIPS AT ENDS OR REDUCE END CABINET WIDTH AS REQUIRED TO FIT SPACE AS SHOWN. THIS MODIFICATION SHALL BE REFLECTED IN THE SHOP DRAWINGS FOR THE ARCHITECTS REVIEW, 8. UPPER AND LOWER CABINET DOORS AND FULL HEIGHT CABINETS SHALL HAVE PULLS MOUNTED VERTICALLY, DRAWERS SHALL HAVE HORIZONTAL PULLS. 9, COORDINATE HEIGHT AND LOCATION OF BLOCKING OR BACKING PLATES FOR CASEWORK WITH MANUFACTURES RECOMMENDATIONS. 10. ALL INDICATED SHELVING SHALL BE ADJUSTABLE INCLUDING OPEN SHELVING, UNLESS OTHERWISE NOTED. SIGNAGE 1, ALL LOCATIONS FOR SIGNAGE TO BE VERIFIED BY THE ARCHITECT PRIOR TO APPLICATION. 2. CONTRACTOR SHALL VERIFY WITH ARCHITECT PRIOR TO INSTALLATION WHICH SIDE OF DOOR SIGNAGE SHALL BE PLACED. 3, CONTRACTOR TO REVIEW AND VERIFY SPELLING OF EACH SIGN BEFORE APPLICATION. 4. SEE INTERIOR ELEVATIONS FOR ADDITIONAL SIGNAGE NOT LISTED IN SIGNAGE SCHEDULE OR INDICATED ON PLANS. 5. SEE SPECIFICATIONS AND EXTERIOR ELEVATIONS FOR EXTERIOR SIGNAGE IN THIS PROJECT NOT LISTED IN SIGNAGE SCHEDULE. 6. SEE SPECIFICATIONS FOR ALL "MAXIMUM OCCUPANT" SIGNAGE. HANDICAP SIGNAGE AND ANY OTHER MISCELLANEOUS SIGNAGE NOT LISTED IN SIGNAGE SCHEDULE. 7, CONTRACTOR TO VERIFY THAT SIGNAGE AS SCHEDULED WILL FIT IN SPACE PROVIDED ON DOOR, RELITE, AND OR BETWEEN DOORS. CONTRACTOR TO NOTIFY AND COORDINATE ALL CHANGES WITH ARCHITECT PRIOR TO INSTALLATION. I . 0 CITY OF EDMONDS I ANAL marrFU Ift 3 r L l r • ` DATE EXAMINER 'Architecture S Urbon Design Planning Interior' Deoigrl 1701 Commerce Tacoma. Washington 98402--3207 206 1 383-8700 206 383—$728 fax 1000 Lenora St. Suite 405 Seattle, Washington T 98121=2720 206 223-2742 206 ' 622--9462 ' fax , 1 Members of The American Institute of Architects It • 2 • 3 REVISIONS IC80 CHECK 2, MAR 24, 98 1 8 IC80 CHECK J3, APR 29 98 r'IL Project Title: J00,ITY"Wlt EMDM�NDS PlUT1G L I �5�1 F aT�l' COf,1PLE�X1 ►`•) ��; ill , -, ��) ADDENDUM #3 CONSTRUCTION SET Jab NO.: 96021 Issue Date: 2-2-98 , Sheet Contents: D �L r r , 1 All material appering herein constitgies_the 4unpublished and original work +of the Architect and may not be duplicated, used, & ,disclosed without the written consent of, the 'Aro"itect, Scale: "'kei4 I orth • � r r 71, 011 S it r r ' ` r 14 • 1 . r L x ' • . 1 r t 1 H l 1 • } L 1 ' • ' 1 l r • � . �Y1' hei a I r � 1 E, ' 1 • , , 1 r � �♦ I•' • • � J 1, E ' , r r r • I. ' , L ' • A • 8 • C � • p • PROVM iP 3 - CI° ' DM NDS • WALLS: LOUVERS 1'1't'��-- �ini ROOM ROOM FLOOR: BASE; WAINSCOT: NORTH: � CEILING: REMARKS: NO.: NAME: H. EAST. SOUTH. WEST. DAYS MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT. MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: MAT.: FIN.: HEIGHT: Architecture 238 WOMEN D. CON , C,T. C.T, SEAL C.T. SEAL 5`-0" G,W.B, PT, " 1. THE LOUVER SCHEDULE AND DETAILS ARE FOR SIZE, LOCATION AND PLANS EXAMINER Urban Design �— " G,W,B, PT. G,W,B, PT, G,W,B. PT, G.W,B. PT, 80-3" INSTALLATION DETAILS OF LOUVERS AS PROVIDED BY MECHANICAL Planning 239 MEN D. CON , C,T, C.T. SEAL C.T. SEAL 5 0 G.W.B, PT. G,W.B, PT. G.W.B. PT. G.W.B, PT, 8 —3 CONTRACTOR. ANY LOUVER SUPPLIED BY MECHANICAL CONTRACTOR BUT NOT Interior Design G.W,B, PT. 9 240 LIBRARY/TRAINING D, CON , CPT, R,B, G.W.B. PT. G.W.B. PT, G,W,B, PT, G,W,B, PT,' 3" INCLUDED HEREIN OR NOT SHOWN ON THE EXTERIOR ELEVATIONS, SHALL BE A.C.P.A,C,P. -- CONSIDERED A PART OF THE BASE BID CONTRACT. NOTIFY THE ARCHITECT 241 AUDIO/VISUAL STORAGEWD*/CON .CPT. R.B. G.W.B. PT, G.W.B. PT. G.W.B. PT. G,W.B. PT. G,W,B. PT. sp- 3" OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK, GENERAL 1701 Commerce 242 CORRIDOR D CON . CPT. WD, STAIN POLYMYX POLYM 4`-0" G,W,B, PT, G.W.B. PT, G,W,B, PT, 8'.-3" CONTRACTOR TO COORDINATE INSTALLATION OF ALL LOUVERS WITH Tacoma, Washington 9 242A STAIR LONG, CONC. G.W.B. PT. G.W.B, PT. G.W.B. PT. G.W.B. PT. G.W.B. PT. VARIES 2, MECHANICAL CONTRACTOR. 98402-32D7 243 HALL PROVIDE BIRD SCREENS AT ALL EXTERIOR LOUVERS. COORDINATE WITH 206 383�-8700 D, CON . CPT. WD. STAIN G.W,B, PT. G,W,B, PT, G.W.B. PT, G.W.B. PT, A,C.P, 8'-3" MECHANICAL CONTRACTOR AND LOUVER MANUFACTURE, SEE CONTRACT 206 383�-�-8728 fax 244 MEN PT. G.W.B. PT. G.W.B. PT, G,W,B. PT. 8 - 3 DOCUMENTS SPECIFICATIONS FOR SCREEN REQUIREMENTS, D. CON . G.T. C.T. SEAL C.T. SEAL 5'-0" G.W. ' " _ 245 WOMEN D. CON . C.T. �— " B• PTP G,W.B, " 1000 Lenora St. C.T. SEAL C.T. SEAL 5 O G.W.B. PTO. G.W.B. PT, G,W,B, PT, G.W,B, PT. G. . 1 246 JANITOR D. CDN . S.Y. S.V. 4'—O" G.W.B. W B PT. " 8 _3 Suite 4C�5 247 DETENTION P.LAM. PT G.W,B, PT. CONC, V G.W.B, PT, G.W.B. PT, G.W,B. PT. 8 —3 Seattle, Washington ,C,T, R,B, P,LAM. 4'-O" G.W.B. PTO, G,W,B, PT, G,W,B, PT, G.W.B. PT, G.W.B. PT, 8'--3" 206 223-2742 1 —2720 24B STORAGE CONC. V.C.T. R.B,T. G,W,B, PT, G '— " 206 622-9462 fax G.W.B.WBPT. G.W.B. G.W.B. PT. .W.B. PT. 8 3 249 COURT/COUNCIL CHAMBERS CONC. CPT. WD. STAIN POL1fMYX POLYM FULL G.W.B. POLYMYX G.W.B. POLYMYX G.W,B. POLYMYX G.W.B. POLYMYX A,C.P. 15'-0" DIAS OF GWB DOORS/FRAMES/RELIGHTS 251 SECURITY OFFICER CONIC, CPT, gyp, STAIN G.W.B. PT. G.W.B. PT. G.W.B. PT. A.C.P. 8' 6" Members of '— " The American 251 STORAGE 1 • ALL DOORS TO CONC. V.C.T R.B, G.W.B. PT.. G.W.B. PT. G.W.B. PT. G.W.B. PT, G.W.B. PT. 8 —fi BE UNDERCUT 3/4" MAXIMUM. UNLESS OTHERWISE NOTED. Institute of 252 KITCHEN PT. G.W.B. PT. G.W.B. PT. 7'-6" Architects CONC. S.V. R.B. G.W.B, PT. G.W.B. G.W.B. PT. 253 WITNESS WAITING CONC, CPT, R,B, G,W,B, PT., G,W,B. PT. G,W.B, PT, G.W.B. PT. 8'-6n 2. ALL EXTERIOR DOORS SHALL HAVE METAL THRESHOLDS AND 254 LIBRARY CONC, CPT. R.B, A,C,P, r— " WEATHER—STRIPPING AROUND PERIMETER, G.W.B. PT. G.W.B. PT. G,W,B. PT. G.W.B. PT, G.W.B. PT. 8 fi 255 ACTIVE FILES CONIC, CPT, R.B. G.W.B. PT, G.W.B. PT. G.W.B. PT, G.W.B. PT, 8'-6" 3, ALL STANDARD HOLLOW METAL AND SOLID CORE WOOD DOORS ARE 256 PUBLIC COUNTER CONC, CPT, R,B, G.W.B. PT.. G.W.B. PT, G.W.B. PT, 8'-5" TYPICALLY 1 3/4" THICK, UNLESS OTHERWISE NOTED, 257 CLERKS CONC, CPT, R.B. G,W,B, PT, G.W.B. PT, G.W.B. PT, G.W,B. PT.1GWB/ACP PT. VARIES CEILING TO BE VAULTED 4. PROVIDE ISOLATION TAPE, SHIMS, ETC., AS INDICATED IN SECTION 08800 OF 258 COURT ADMINISTRATOR CONC, CPT, R.B, POLYMYX POLYM 4'--OR G.W.B. PT. G,W.B. PT. G.W.B. PT, G,W.B, PT. GWB/ACP PT, 1O'-6" CONTRACT DOCUMENT SPECIFICATION, BUT NOT NECESSARILY SHOWN ON DETAILS. _ EN CONFERENCE CONIC. V.G.T. R,g, G.W.B, PT. G.W.B. PT, G.W.B. PT. G.W.B, PT.JGWB/ACP VARIES CEILING TO BE VAULTED 5. ALL WALL THICKNESS SHALL BE FIELDED VERIFIED FO 261 ARCHIVES CONC, V,C.T. R,B. G.W.B. PT, G.W.B. PT, G.W,B, PT, G.W.B. PT, G.W.B, PT. 8`—fi" DIMENSION. R FRAME THROAT • 262 ACTIVE FILES CONC. T G PT, G.W,B, PT, G,W,B. PT, A.C.P. B'—fi" 6• ALL DOORS SHALL HAVE THREE (3) DOOR SILENCERS AT STRIKE SIDE OF 263 CLOSET • CONC, CPT, R.B. G.W.B. PT., G.W.B. PTO G,W.B. PT. G.W.B. PT, G.W.B. PT. 8'—fi" JAMB. PROVIDE TWO (2) ADDITIONAL SILENCERS AT HEAD OF DOUBLE 264 STAFF TOILET CONC, S.V. S.V, P,LAM. 4'-0" G.W,B, PT,. G.W.B. ' PT, G,W,B, PT, G.W,B, PT, G.W,B, PT, 8'—fi" DOORS, SEE DOOR HARDWARE SPECIFICATIONS FOR SILENCERS TYPES, 265 CORRIDORICONCO CPT. R,B. G.W.B. PT.. G.W.B. PT. G.W,B, PT, G.W.B. PT, A.C.P. 7'-9" 7, WHENEVER METALS OF DIFFERENT GALVANIC RANGE ARE TO BE IN CONTACT, 266 JURY SEQUESTER CONC. CPT. R.B. G.W.B. PT. G.W.B. PT, G.W.B. PT. G.W.B. PT. A.C.P. 7'--9" SUCH AS ALUMINUM THRESHOLDS AND HOLLOW METAL FRAMES, ETC., 8.,_6" PROVIDE INDUSTRY APPROVED SEPARATIONS BY BITUMINOUS PAINT COATS OR 267 JUDGES OFFICE CONIC, CPT. R.B. POLYMYX 4'-0" G,W.B, PT, G.W.B. �• G.W.B. PT. G.W.B. PT. A.C.P. OTHER APPROVED METHOD AS APPROVED BY ARCHITECT. 300 MECHANICAL MEZZANINE D. CON .SEAL G.W.B. G.W.B. G.W.B. G.W.B. EXP. 8, WHERE THERE ARE ANY VISIBLE CLEARANCES BETWEEN DOOR AND FRAME, OR RELITE FRAME AND WALL PROVIDE CAULKING FOR TIGHT FIT PRIOR TO G,W,B, PAINTING AND/OR FINISH. 109A CHANGING ROOM D, CON .SEAL G.W.B. PT. G.W.B. PT. G.W.B. PT. G.W.B. PT. EXP. 109B CHANGING ROOM D, CON , SEAL G.W,B. PT„ G,W.B, PT, G.W,B, PT. GWB CON . PT. EXP. 9. ALL EXTERIOR DOORS FRAME SHALL BE CONTINUOUSLY SEALED TO PREVENT 361 R I RED 109C CHANGING ROOM D. CON .SEAL G.W.B. PT. G.W.B. PT. G,W.B. PT, G,W.B. PT. EXPO MOISTURE PENETRATION. A H C.I. 1 09D CHANGING ROOM D, CON . SEAL G.W.B. PT.. G.W,B. PT. G.W.B. PT. G,W,B. PT. EXP. 10, PROVIDE CONTINUOUS FLOOR TO FLOOR, OR FLOOR TO ROOF STRUCTURE +► ABOVE, DOUBLE STUDS AT JAMBS OF SOUND RETARDANT DOORS. BRACE PER DOOR MANUFACTURES RECOMMENDATIONS. L R . Pdrdini, A:� STiAiE D�' MKA�i'ON "� 2 119 APPLIED STOPS AT SOUND RETARDANT DOOR FRAMES SHALL BE CAULKED IN 2 RELIGHT SCHEDULE PLACE. 12, GLASS LIGHTS IN ALL SOUND RETARDANT DOORS SHALL BE SET IN RESILIENT GASKETS. RELITE OPENING SIZE: FRAME: DETAILS: REMARKS: 13. ALL GLASS LIGHTS ARE FIXED IN PLACE. UNLESS OTHERWISE NOTED, Project Title: TYPE:0 P1 WIDTH: HEIGHT: MAT.: GLASS: FIN.: RATING: HEAD: JAMB: SILL: 14. ALL EXTERIOR DOOR GLAZING SHALL BE INSULATED, UNLESS OTHERWISE A 4'---0" 7'—=O" H.MTL. TEMP. PT, ---- 6/A894 5-6/A8,4 4/A8,4 NOTED, B1 4'-0" 7'-0" H.MTL, TEMP. PT. -- 6/A8,4 5--6/A8.4 4/A8,4 WIRED GLASS AT RATED CORRIDORS 154 ALL DOOR GLAZING SHALL BE TEMPERED GLASS, UNLESS OTHERWISE NOTED. CITYOF ®2 4'-0" 7'-=0" ALUM. TEMP. BRUSHED.•---- 11 /A8.1 SIM. 7/A8,4 19/A8.2 J _ C 2'-6„ 7'-O" H.MTL, TEMP, PTO -�- 6 A8.4 5-6 /� ! ,�`00'vaP�4�r' .SI% / /A8,4 4/A8.4 (ql /�-�� 1a D 4'-4" 3'-4" __ -- EDMONDS H.MTL. TEMP. PT. 6 A8,4 5 6 A8.4 4 A8. it Ole ?144�01 RUBLIC SAFETY 4 —p 10 A. 4' 4" • v v Q -COMPLEX In II� i 4 v I I w � �- qb ., .. EIL250 5th Avenue N. A B C � D Edmonds, Washington LOUVER SCHEDULE 98020 L 3 3 LOUVER OPENING SIZE: FRAME: DETAILS: REMARKS: TYPE: � , WIDTH HEIGHT: SILL HGT.: MAT.: WIDTH: FIN.: HEAD: JAMB: SILL: A 3'-6" 4`-0" 5'-0" H.MTL. 2" PT. 17/A8.3 17/A8.3 18/A8.3 B 3'-0" 3'-0" 6'-0" H,MTL, 2" PT. 17/A8,3 17/A893 18/A8,3 7 C 8'-0" 3'-0" 8" A,F,F. H.MTL. 2" PT. 17/A8.3 17/A8.3 18/A8.3 REQUIRED AREA OF SECOND LOUVER INDICATED BY DASHED LINE ADDENDUM #3 D 3'-6" 3'-0" 36" A.F. H.MTL. 2" PT. 17/A8.3 17/A8.3 - 18/A8,3 CONSTRUCTION SET E 1'-60 1'-0" 4" A.F.F. H.MTL. 2" PT. 17/A8.3 17/A8.3 18/A8,3 Job No.: 96021 Issue Date: 3' on $ —0 3, fi" _ • - 6'-0',— �—6n 2-2-98 x' z ! 0 c? �' v o CN J b- � � I 0 Sheet Contents: Ld ¢ d' Of O x o D E co SCHEDULES 00 z W4 All material appering herein constitutes the T' 4 unpublished and original work of the Architect 00 and may not be duplicated, used, or disclosed 0- n without the writteri consent of the Architect. Scale: Ref. North rT* u7 � N C_7 _ u� CO Q Q) o r Sheet No.: ILI w o w cn j • A • B C • p • E • A507 • • B • C • D • E • • 2 DOOR Architecture. DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS. REMARKS • NUMBER: I i GROUP: Urban Design HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: Planning D 101 3'-0" 7'-0" 1 3/4" 90 MIN. A WOOD PTO --- -- A H.MTL. PT, --- 25 SIM 18/8.4 SIM 18/8.4 SIM 16/8.7 Interior esign 102 3'-0" 7'---0" 1 3/4" 20 MIN. A H.MTL. PT. ---- -- --- A H.MTL. PT. -- 1 18/8.4 18/8.4 7/8.7 103 3'-0" 7'-0" 1 3/4" -- A H,MTL. PT, -- ---- -- A MTL. PT. --- 2 20/8.3 20/8.3 16/8.7 1701 Commerce " " WOOD STAINTacoma, Washington -- -.- ,.._.... , -- 98402-3207 104 311-Op 71-On 1 3/4" 90 MIN. A WOOD STAIN -- ---- ---- A MTL. PTO -- 3 18/8.4 18/8.4 �206 383-87tax 206 383-8700 00 105 3'-0" 7'-0" 1 3/4" 60 MIN. A H.MTL. PT. A H.MTL. PT. -- 4 18/8.4 18/8.4 7/8.7 1000 Lenora St. Suite 405 106 3'-Op 7' -a" 1 3/4" 20 MIN. A WOOD STAIN -- -- -- A H.MTL. PT. -- 5 18/8.4 18/8.4 ---- 0 � L I/V A jr" t�'f Seattle, Washington 107 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. 9 18/8.4 18/8.4 --- 1 98121--2720 czx 108A 3 -0 7'-0 1 3/4" 20 MIN, A WOOD STAIN --- -- -- A H.MTL. PT. -- 3 18/8.4 18/8.4 -- 206 223-2742 eb 3 -_ �� -- -- -- 20fi fi22--9462 fax 10 -D 7 --D 1 3 4 20 MIN. A WOOD STAIN A H.MTL. PT. 3 18 8.4 18 8.4 1-3/4 1090 3 --0 5 -6 1 3 -- E WOOD STAIN -- -- ---- C WD. PT. --- 7 19 8.2 19 8.2 -- -- " 109b 3 -D 5 --fi 1 3 8 -- E WOOD STAIN -- -- ----- C WD. PT, ---- 7 19 8.2 19 8.2 - Members of The American 109c 3 -D 5 -6 1 3 8 --- E WOOD STAIN -- --- -- C WD. PT. ---- 7 19 8,2 19 8.2 _-- Institute of 109d 3 -0 5 -6 1 3 8 --- E WOOD STAIN -- --- C WD. PT. ---- 7 19 8.2 19 8.2 -- A D Architects 110 3 -0 7 --0 1 3/4" -- A WOOD STAIN -- 24 12 A H.MTL. PT. -- 8 18/8.4 18/8.4 10 8.7 111 3 -0 7 V_oss A WOOD STAIN -- 24 12 A H.MTL. PT. -- 8 18/8.4 18/8.4 10 8.7 114 3 -0 7 -0 1 3 4 20 MIN. A WOOD STAIN WIRE --- -- A H.MTL. PT. -- 6 18/8.4 18/8.4 7/8.7 116a 3'-0" 7'-0" 1 3/4" 20 MIN. -- H.MTL. PTO -- -- --- A H.MTL. PT. -- 28 18/8.4 18/8.4 7/A8.7 SPECIAL DUTCH DOOR 11 fib 3'-0" 7'-0" 1 3/4" 20 MIN. -- WOOD STAIN WIRE -- --- A H.MTL. PT. -- 9 18/8.4 18/8,4 -- SPECIAL DUTCH DOOR 117 3'-0" 7'-0" 1 3/4" 60 MIN A H.MTL. PT. _-- -_ --- A H.MTL. PT. -- 10 20/8.3 20/8.3 16/8.7 118 3'-0" 7'-0" 1 3/4" 20 MIN. A H,MTL. PT. A H.MTL. PT. --- 13 18/8.4 18/8.4 7/8.7 REVISIONS 118b 3'-Q" 79�0" 1 3/4" ----- C WOOD STAIN TEMP --- ---_ A H.MTL. PT. -- 11 18/8.4 18 8,4 1190 3'-0" 7'-0" 1 3/4" 60 MIN. A H.MTL. PT. H.MTL. PT. -- 9 18/8.4 18/8.4 -- • 120 1 3'-o" 1 7'-0" 1 3/4 It ---- A WOOD STAIN --- -- A H,MTL, PT. -- 13 18 8,4 1 18 8,4 1---- 121a 3'-0" 7'-0" 1 3/4" 20 MIN. B WOOD STAIN WIRE -- -- A H.MTL. PT. -- 9 18/8.4 18 8.4 7/8.7 121 b 3'-0" 7'--0" 1 3/4" 60 MIN. B H.MTL. PT. WIRE -- -- A H.MTL. PT. -- 14 18/8.4 18/8.4 -- VINYL EDGE ON V.C.T. DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE, NONE DETAILS: REMARKS: NUMBER: WIDTH: HEIGHT: THICK,: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: GROUP: HEAD: JAMB: THRESHOLD: 122a 3'-on 7'-0" 1 3/4" __ B WOOD STAIN -- -- --- A H.MTL. PT. -- 13 18/8.4 18/8.4 --_ - __ __ � RFI #15, 3 AUG, 9e 122b 2'-0" 7'-0" 1 3 8" A-2 WOOD STAIN 12" 6" A H.MTL. PT. 15 18/8.4 18/8.4 XXXX PAIR 122c 2'-0" 7'--0" 1 3/4" 20 MIN A-2 WOOD STAIN -- --- -- A H.MTL. PT. --- -- 16 18/8.4 18/8.4 XXXX PAIR 123a 3'-0" 7'-0" 1 3/4" 60 MIN B H.MTL. PT. WIRE -- -- A H.MTL. PT.17 18/8.4 18/8.4 7/8.7 61 B R I ERED 123b 3'-0" 7'-0" 1 3/4" --- A H.MTL. PT. -- -- -- A H.MTL. PT. -- 12 20/8.3 20/8.3 16/8.7 AR I CT 123c 12'-0" 10'--0" 1 3/4" --- K METAL PT. -- -- -- 8/8.4 WOOD STAIN --- 18 12/8.4 8/8.4 16/8.4 ROLL UP DOOR/POWER OPERATED " 123d 10'-0" 10'-0" 1 3/41 K METAL PT. --- ----- -- 8/8. WOOD STAIN -- 18 12/8.4 8/8.4 16/8.4 ROLL UP DOOR/POWER OPERATED 125 3'-0" 7'-0" 1 3/4" 20 MIN. D H,MTL PT WIRE -- -- A H.MTL. PT. -- SHW-0 18/8.4 18/8.4 --- Le a A>E �aI.A. 126 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN -- 24" 12" A H.MTL. PT. ---- 7 18/8.4 18/8.4 -- WM 127a 3'-0" 7'-0" 1 3/4" 20 MIN. D H.MTL. PT. TEMP. -- -- A H.MTL. PT. -- SHW-0 18/8.4 18/8.4 -- VINYL V.C.T. EDGE/1/2" POLYCARBONATE WINDOW _ " 2 127b 3'-0" 7'-0 1 3/4" 20 MIN. A H.MTL. T. --- -- -- A H.MTL. T. -- SHW-0 20/8.3 20/8.3 1 fi/8.7 " , " 127c 10'-0" 10'-0" 1 3/4" -- -- -- -- -- 18 12/8.4 8/8.4 16/8.4 ROLL UP DOOR/POWER OPERATED/SECURITY CARD READER 3 _O 3 -D it METAL PT. D STEEL PT. A-1 2'-6" a w 6 6 � �-D s 128 3'r--0" 75.0" 1 3/4" 20 MIN D H.MTL. PT. -- -- A H.MTL. PT. -- SHW--Q 20f 8.2 ZO%8.2 --- POLYCARBONATE NVINDOW 31.00 � 6 T Project Tide: 129 3'-0" 7'-0" 1 3/4" 20 MIN. D H.MTL. PT. --- ---- A H.MTL. PT. --- SHW-0 20/8.2 20/8.2 -- POLYCARBONATE WINDOW 130 2'-6" 7 -0 1 --3/4 -- A H.MTL. PT. -- -- ----- A H.MTL. PT. -- 12 12 8.3 13 8.3 18 8.7 WIRE GLASS 1' Q" = 132 3 -0 7 -a 1 3 4 20 MIN. D H.MTL, PT. --- ---- A H.MTL. PT. -- SHW-0 2Q 8.2 20/8.2 --- POLYCARBONATE WINDOW RATED 133 3'-0 7 -0 1 3/4" -- D H.MTL PT WIRE -- -- ---- A H.MTL. PT. -- 13 18/8.4 18/8.4 -- DOORS, TYP. 134 3'-0" 7F.O" 1 3/4" 20 MIN. D H.MTL PT. WIRE -- --- A H.MTL. PT. ------ 37 18/8.4 18/8.4 7/8.7 z = CITYOF 135 3'-Q" 7'-0" 1 3/4" 20 MIN. D H.MTL PT. WIRE -- --�- A H.MTL. PT. -- 37 18/8.4 18/8.4 7/8.7ik EDMONDS 136 3'-0" 7'-O" 1 3f4" -- A H.MTL. PT. A H.MTL. PT. -- 12 12/8.3 , 13/8.3 16/8.7 C; C) 137a 3'-0" 7'-0" 1 3/4" -- A H.MTL. PT. -- --- _-- A H.MTL. PT. -- 19 20/8.3 20/8.3 16/8.7 '� F.I. L PUBLIC S AFET`Y 137b 3'-D" 7'-0" 1 3/4" --- A H.MTL. PT. -- -- -- A H.MTL. PT. �--� 19 20/8.3 20/8.3 16/8.7 = _ 139 3'-O" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE --- -- A H.MTL. PT. --- 9 18/8.4 18/8.4 -- I COMPLEX 140 3'-0" 7'--0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. -----r 9 18/8.4 18/8.4 --- " ' " " i . , DOOR DOOR SIZE. RATING. DOOR. LOUVER. FRAME: HDWE. DETAILS. REMARKS. .,;�IPp��1�ED :-.- DATE 9-�,Z'wff . ... . NUMBER: GROUP: IT* ,, � � � : r..M.. . ,� ,. WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: r Asx 0l {BINDS �t, " " 3,_0"udirg fi�all 141 3 -O 7'-0" 1 3/4 20 MIN. C WOOD STAIN WIRE -- -•-- A H.MTL. -- ----� H-1 5'-0" PT. 2O _ 18/8.4 18/8, 4 " A 142a 3`-0" 7'•--0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- --- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- 2 -1 7/8 5 1/2 � 6@-on 142b 3�-�D 7#-O!g 1 3/4n --�- A H.MTL. PT. ---- ---- _�- A H.MTL. PT. -- 12 20/8.3 20/8.3 16/8.72���� AVn�� 143 3 -0 7 -0 1 3/4 20 MIN. C WOOD PT. WIRE -- -- A H.MTL. PT. -- 12 18/8.4 18/8.4 _ 'n 144 3'-0" 7'-O" 1 3/4" 20 MIN. C WOOD STAIN WIRE --- A H.MTL. PT. -- 9 18/8.4 18/8.4 --� Edmonds, 14 145 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- A H.MTL. PT. -- 9 18/8.3 18/8.3 SOLID 146a 3' -a" 7' -0" 1 3/4" 60 MIN. A WOOD STAIN _ _ _ _ A H.MTL. PT. -- - 1 18/8. 3 18 f 8.3 7/8.7 � �OR E �' - 'OLLMI t � FLUSH FACE 4 lip Washington co 146b 3'-0" 7'-0" 1 3/4" -- H H.MTL. PT. -- -- --- A H.MTL. PT. -- 22 20/8.3 20/8.3 16/8.7 PAIR "' 98020 Ile 147 3'-D" 7'-0" 1 3/4" 20 MIN. B H.MTL, PT. WIRE ----- -- A H.MTL. PTO --- 23 18/8,4 18/8.4 7/8.7 t _ s % 148 2'-6" 7'--0" 1 3/4" ----- A-1 H.MTL. PT. WIRE 12" 6 A H.MTL. PTO --- 24 18/8.4 18/8.4 -- OPEN �- - 149 2`-6" 70.0" 1 3/4" -�- A--�1 H.MTL. PT, WIRE 12" fi" A H.MTL. PT. -- 24 18/8.4 18/8.4 -- 150 3'-ON 79- 0" 1 3/4" 20 MIN. A WOOD STAIN -- -- ----- A H.MTL. PT. ---- 25 18/8.4 18/8.4 7/8.7 VENOMOUS 151 3'-0" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN -- -- -- A H.MTL. PT. -- 25 18/8.4 18/8.4 7/8.7 152 3'-0 7'-0" 1 3/4" 90 MIN. A WOOD STAIN -- -- ---- A H.MTL. PT. -- 25 18/8.4 18/8.4 7/8.7 E G - 200 3'-D" 7'-fl" 1 3/4" ---- G WOOD STAIN -- -- ---- E ALUM. FACT. -- 26 7/8.4 7/8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL-TEMP GLASS- ELECTRIC OPENER/PANIC HARDWARE 201 a 3'-�-Q" 7'-0" 1 3/4" -- G WOOD STAIN -- -- -- E ALUM. FACT. --- 27 7/8.4 7/8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL-TEMP GLASS- ELECTRIC OPENER/PANIC HARDWARE KICK PLATE ASI # 15 201 b 31.0" 7'-0" 1 3/4" ----- G WOOD STAIN ---- -- --- �---- E ALUM. FACT. ---- 26 7/8.4 7/8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL--TEMP GLASS --ELECTRIC OPENER/PANIC HARDWARE REVISIONS 202 3'-0" 7`M--0" 1 3/4" --�- A WOOD STAIN ---- ---- A H.MTL. PT. --- 28 18/8.4 18/8.4 ---- SECURE LOCK - ATM AS SHOWN 7 f 14/98 203a 3'-O" 7'-0" 1 3/4" 90 MIN G WOOD STAIN ---- -- ----� E H.MTL. PT. ---- 29 13/8.2 7/8.4 SPECIAL DOORS - PAIR 203b 3'-0" 7'--0" 1 3/4" 20 MIN. B WOOD STAIN WIRE -- --- A H.MTL. PT. �--- 3 18/8.4 18/8.4 - - Job No.: 96021 205 3'-Q" 7'-G" 1 3/4" 20 MIN. 8 WOOD STAIN WIRE --- A H.MTL. PT. --- 9 18/8.4 18/8.4 •--- 206a 31- 0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -�- -- A H.MTL. PT. -- 11 18/8.4 18/8.4 -- Issue Date: 206b 5'-7" 4'-0" 3/4" 1 HOUR L METAL FACTOR -- --- --- B METAL PT. 18 1 /8.4 2/8.4 ROLL -UP COILING DOOR MANUALLY OPERATED ��� )`�'� 206c fi'--�4" 4'-0" 3/4" 1 HOUR L METAL FACTOR -- --- -�- B METAL PT, -- 18 1 /8.4 2/8.4 ROLL -UP COILING DOOR MANUALLY OPERATED AS SHOWN r Itr� TJ��`� �� 8--14�-98 • DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS:' TO C � • REMARKS. _ NUMBER: WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: GROUP, HEAD: JAMB: THRESHOLD:I Z�l�� a cr)9 18/8.4 5/8.4 RECITE J m 207 3�--0" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN -- --_ A H.MTL. PT. == -- _ ���_ Gam, T � � 208 3 -D 7'-0" 1 3/4 -- C WOOD STAIN TEMP. --�- -- A H.MTL. PT. 32 18/8.4 18 8.4 ACOUSTIC SEALS Sheet Contents: w_ Q 209 3'-0" 78 -0" 1 3/4" C WOOD STAIN TEMP. -- -- A H.MTL. PT. --� 32 18/8.4 18/8.4 --- ACOUSTIC SEALS C IT� X 210 3'-0" 7'-O" 1 3/4" -- C WOOD STAIN TEMP. -- -- -- -- x A H.MTL. PT. 32 10 8.4 18 8.4 ACOUSTIC SEALS 211 3'-0" 7'-0" 1 3/4" -_ A WOOD STAIN -- --- __ A H.MTL. PT. -- 13 18/8.4 18/8,4 -- DOOR 212 3$.On 7'-0" 1 3/4" 20 MIN. B WOOD STAIN WIRE ----- -- A H.MTL. PT. - 31 18/8.4 18/8.4 --- I 0 213 3'-0" 7'-O" 1 3/4" 20 MIN. A WOOD STAIN -- ---- - - A H.MTL. PT. -- 9 18/8,4 5/8.4 -�-- RECITE K L SCHEDULES ct 214a 3'-0" 71.0" 1 3/4" -- C WOOD STAIN TEMP --- -- A H.MTL. PT. -- 32 18/8.4 18/8.4 -- ACOUSTIC DOOR/SEALS/THRESHOLD Q 214b 3'-Q" 7'-0" 1 3/4" -- A WOOD STAIN TEMP. -- --- A H.MTL. PT. -- 32 18/8.4 18/8.4 - -- ACOUSTIC DOOR/SEALS/THRESHOLD HARDWARE DOOR ACCESSIBILITY PROVISIONS HARDWARE FLINGDON TERMS 0° 215a 3'-D" 7'-0" 1 3/4" -- A WOOD STAIN TEMP. --- �-- A H.MTL. PT. --- 32 18/8.4 18/8.4 -- ACOUSTIC DOOR/SEALS/THRESHOLD 215b 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN TEMP. -- --- A H.MTL. PT. -- 32 18/8.4 18/8.4 -�- 1. LOCKS/LATCHES: ALL LOCKS AND LATCHES ARE TO LEVER HANDLE 1' OFFICES LEVER HANDLE EACH SIDE ALWAYS OPENS DOOR w LATCH - 0 216 3'--0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE �--_ --- A H.MTL. PT. --- 9 18/8.4 18/8.4 -- CONTROLLED OR KEY PAD CONTROLLED. LATCHES LEADING TO DANGEROUS AREAS SHALL HAVE KNURLED SURFACES AS A WARNING, PANIC HARDWARE - PUSH BAR OR PLATE ON DOOR THAT UNLATCHES �' All material appering herein constitutes the o 0 4 217 3'-0" 7'--0" 1 3/4" 20 MIN. A WOOD STAIN WIRE A H.MTL. PT, 9 18/8.4 18/8.4 ACOUSTIC OR/SEALS/THRESHOLD 2. EXIT DEVICES: EXIT DOORS SHALL HAVE SINGLE ACTION LEVER ASSEMBLY WITH A SINGLE MOTION FROM EXIT SIDE AT ALL TIMES. 4 unpublished and original work of the Architect " " '� " - 5 18/8.4 18/8.4 7/8.7 CONTROLLED OR PUSH PLATE OPERATED LATCHES. and may not be duplicated, used, or disclosed 0 0 - 218 3 -0 7 -0 1 3/4 20 MIN. A WOOD STAIN -- ---- - -- A H.MTL. PT, - 3. SWING OPEN FORCE: DOORS SHALL NOT REQUIRE MORE THAN 30 LBS '�• ALL OTHER ROOMS-- OUTSIDE LEVER ALWAYS LOCKED DR UNLOCKEED without the written consent �f ti,B Architect. � � 219 3'-0" 7'--•0" 1 3/4" -- A H,MTL. PT. -- -- -- A H.MTL. PT. -- 1 18/8.4 18/8.4 -�-- OF FORCE WHEN APPLIED TO THE LATCH SIDE, EXCEPT FOR FIRE DOORS � KEY, INSIDE LEVER ALWAYS OPENS DOOR. 221 3'-0" 7`-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL, PTO -- 9 18/8.4 18/8.4 -- THE FORCE TO OPEN WITH IN THE ACCESSIBLE ROUTE SHALL NOT EXCEED 4. ELECTRIC DOOR OPERATORS - PUSH SWITCH OPERATES ELECTRICALLY Scale: Ref. North 222 3'-O" 7'-D" 1 3/4" -- C WOOD STAIN TEMP. -_ --- A H.MTL. PT. -- 13 18/8.4 18/8.4 -- ACOUSTIC SEALS 8.5 LBS FOR EXTERIOR AND 5 LBS AT INTERIOR DOORS, OPERATED DOOR FOR A.D.A. COMPLIANCE. 223 3'-0" 7'--0" 1 3/4" --- D WOOD STAIN ------ --- A H.MTL. PT. ---- 32 18/8.4 18/8.4 ---- ACOUSTIC SEALS/THRESHOLD/POLYCARBONITE WINDOW 4. THRESHOLDS: THRESHOLDS SHALL BE FLUSH EXTENDED TYPE WITH 5. CELL DOORS TO OPEN WITH KEY ONLY FROM OUTSIDE. 225 3'-0" 7'-0" 1 3/4" --- A WOOD STAIN �- - -- -- A H.MTL. PT. --- 32 18/8.4 18/8.4 --�- ACOUSTIC SEALS/THRESHOLD LESS THAN 1 f 4 RAISED BEVELED EDGE. s, PROXIMITY CARD ACCESS TO DESIGNATED AREA OF HIGH SECURITY. 226 3'-0" 7'-O" 1 3/4" �-- D WOOD STAIN ---- -- --- A H.MTL. PT, -- 32 18/8.4 18/8.4 -•--- ACOUSTIC SEALS/THRESHOLD/POLYCARBONITE WINDOW UNLOCK WITH FIRE ALARM, 227 3'-0" 7'-O" 1 3/4" -- C WOOD STAIN TEMP. -- -�--- A H.MTL. PT. -- 32 18f 8.4 18/8.4 -- co WWWWOOOONO 0' u7 Q o J Sheet No.: 7i w o _ `- • A • B • C • D • E • • A • B • C • D • E • Merrift+Pardini A F P ROC7; 17 7arm; I DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS: REMARKS: NUMBER: GROUP: CITY OF Architecture -HEIGHT: THICK.: TYPE; MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT,: FIN.: GLASS: Urban Design HEAD; JAMB: THRESHOLD: Planning 102 3'-0" 7'-D" 1 3 f 4" 20 MIN. A H.MTL, PT. A H.MTL. PT. 1 18/8.4 1$/8.4 7/$.7 fb DATE Interior Design 103 3$ -0" 7'-0" 1 3/4" --- A H.MTL. PT. -- -- -- A MTL. PT, -- 2 20/8.3 20/8,3 16/8.7 FRAME TYPES ��, 103A 3'-0" '- " " PLANS 20 A WOOD STAIN ---- -- -- --- A MTL. PT. ---- _ % r / 1701 Commerce E�'�MI 701 3/42 20 8.3 20 8.3 16 S 7 104 " '-0" 3 4" 90 MIN. A WOOD STAIN -- ---- -_ A MTL, PT, ---- 3 18/8.4 18/8.4 Tacoma, Washington 1048 9 3'_0" 7'-0" 1 3/4" 98402-3207 A WOOD STAIN -- -- -- A MTL. PT. -- 3 18/8.4 � 18/8.4 � 206 383-8700 ' " A H.MTL. PT, -- ---- --- A H.MTL. PT. -- -- 4 18/8.4 18/8.4 _ 7/8.7 t i i 206 383-8728 fax 106 3'--0" 7'-O" 1 3/4" 90 MIN. A WOOD STAIN ---- --- A H.MTL. PT, ---W- 5 18/8.4 18/8.4 -- f�,},� /PC� I 1000 Lenora St. 3'-0" 7'--�0" 1 3/4" 20 MIN. C _WOOD STAIN WIRE -- ---- A H.MTL. PT. --- 9 18/8.4 18/8.4 -- - Suite 405 1 108A 3 P-019 71 -Oal 1 3/4pp 20 MIN. A WOOD STAIN --- -- -- A H.MTL. PT. --- 3 18/8.4 18/8.4 �---- Seattle, Washington 108b 3 -0 7 -0 1 3 4 20 MIN. WOOD STAIN --�-- -- -- A H.MTL. PT. -- 3 18/8.4 18/8.4 - -- 98121 -272D 206 223-2742 1090 3 0 5 PT. -6 1 3 8 -- E WOOD STAIN -- -- -- C WD. ---- 7 19 8,2 19 8.2 ---2C�6 622-9462 fax 109b 3 --0 5 -6 1 3 8 -- E WOOD STAIN ---- ----- _- C WD, PT. -- 7 19 8.2 19 8.2 1--3/4" 109c 3-'-� 5 -6 11 1 3 8 -- E WOOD STAIN ---- -- --- C WD. PT, -- 7 19 8.2 19%8.2 Members of 109d 3 --0 5 --6 8 PT 1 3 �---- E WOOD STAIN -- -- - --- C WD. . -- 7 19 8.2 19 8.2 ----- The American I 110 3 -.013F7,-0 IF1 3 4" A WOOD STAIN -- 24 12"A H.MTL. PT. -- 8 18/8.4 18/8.4 1 Q 8.7 A C D E nstitute ofArchitects ill 3 -0 7 -0 1 3 4 --- A WOOD STAIN 24 12 A H.MTL. PT. --- 8 18/8.4 18/8.4 10 8.7 114 3 -0 7 -D 1 3/4 20 MIN. A WOOD STAIN WIRE -- A H.MTL. PT, --- 6 18/8.4 18/8.4 7/8.7 116a 3'-0" 7'-O" 1 3/4" - A H.MTL. PT, -- -- A H.MTL. PT, -- 28 18/8.4 18/8.4 7/8.7 SECURITY LOCK 116b 3'-0" 7'--0" 1 3/4" M I.N r 4 S. -- WOOD STAIN WIRE --- ---- A H.MTL. PT, --- 9 18/8.4 18 ---- / SPECIAL DUTCH DOOR 117 3'-0" 7'-0" 1 3/4" 60 MIN 8 A H.MTL. PT. -- -- --- A H.MTL. PT. -- 10 20/8.3 20/8.3 16/8.7 118 3'--0" 7`-0" 1 3/4 Ill 20 N. A H.MTL. PT. A H.MTL. PT, 13 18/8.4 18/8.4 _ /8.7 118b 3'-0" 7'--0" 1 3 4" --- C WOOD STAIN TEMP -- -- A H.MTL. PT. -- 11 18 8.4 18/8.4 _ 119a 3'-0" 7'---0" 1 3 4" 60 MIN. A H.MTL. PT. --- --- -- A H.MTL, PT. --- 9 18/8.4-- • 120 31 --0" 7'-0" 1 3/4 10 -- A WOOD STAIN -- --- A H.MTL. PT, 13 18/8.4 18 8.4 ---- • 121 ❑ 1 31-0" 7'-0" 1 3/4" 20 MIN. B WOOD STAIN WIRE ---- A H.MTL. PT, --- 9 18/8.4 18/8.4 7/'8.7 121 b 3'-D" 7'-D" 1 3/4" 60 MIN. B H.MTL. PT. WIRE -- --�--� A H.MTL. PT. --� 14 18/8.4 18/$,4 ---- VINYL EDGE ON V.C.T. REVISIONS ZI ADDENDUM #2, JAN 21, 98 DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS: REMARKS. � NUMBER: - GROUP: ICBO CHECK 2, MAR 41 98 WIDTH: HEIGHT: THICK.: TYPE: MAT,: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: 1 -._ __ • EDMONDS PLAN CHK, APR 4, 98 22a 3 -0 7 -0 1 3/4 B WOOD STAIN -- A H.MTL. PT, --- 13 18/8.4 18/S,4 -- 122b 2'-0" 7'-0" 1 3 8" -� A-2 WOOD STAIN --- 12 6" A H.MTL. PT. -- 1'5 18/8.4 18 8.4 XXXX PAIR EDMONDS CHK 3, APR 21, 98 122c 2'-0" 7'-0" 1 3/4" 20 MIN r A-2 WOOD STAIN --- - ---- -- A H.MTL. PT, -- 16 18/8.4 18/8.4 XXXX PAIR 123a 3'-D" 71�0" 1 3/4" 60 MIN B H.MTL. PT, WIRE -- -- A H.MTL. PT, -- 17 18/8.4 18/8.4 7/8.7 123b 3'-0" 7'-0" 1 3/4" -- A H.MTL. PT, A H.MTL, PT, 12 20/8.3 20/8.3 16/8.7 61 EGISTERED 123c 12'-0" 10'-a" 1 3/4" -- K METAL PT. --- -- -- 8/8. WOOD STAIN -- 18 12/8.4 8/8.4 16/8.4 ROLL UP DOOR/POWER OPERATED RCFffCT 123d 10'-D" 1 Q'-O" 1 3/4" -- K METAL PT, -- -- -- -- 8/8.A WOOD STAIN -- 18 12/8.4 S 8.4 16/8.4 ROLL UP DOOR POWER OPERATED DOOR TYPES ' 125 3'-0' 7' -0" 1 3/4" 20 MIN. D WOOD STAIN WIRE -- -- A H.MTL. PT. SHW-0 18/8.4 18/8.4 -- oy J. Pardlni, A. . 126 3'-0" 7'-0" 1 3/4" ----- A WOOD STAIN -- 24" 12" A H.MTL. PT. -- 7 18/8.4 18/8.4 -- STATE OF WASHINGTON 2 127a 3I -Q" 7'-O" 1 3/4" 20 MIN. D H.MTL. PT. TEMP. -- A H.MTL. PT, -- SHW- O 18/8.4 18/8.4 -- VINYL V.C.T. EDGE/1/2" POLYCARBONATE WINDOW n 2 127b 3$ --0" 7'-0" 1 3/4" 20 MIN. A H.MTL. PT, A H.MTL. PT. --- SHW-a 20/8.3 20/8,3 16/8.7 A-2 2 -0 127c 10'-0" 1 Q'-0" 1 3/4" --- K METAL PT. --- ----- -- D STEEL PT. -- 18 12/8.4 8/8,4 16/8.4 ROLL UP DOOR/POWER OPERATED/SECURITY CARD READER A-1 21-6" 3'--0" 3'_Ori _ 128 3i-0�� 7��D�� 1 3/4�� 20 MIN D H.MTL. PT. --- ---- A H.MTL. PT, -- SHW-a 20/8.2 20/8.2 -- --- POLYCARBONATE WINDOW 3'-0� sn 6 6�� 2�-0„ 6 3,-0 Project Title: 129 3 -0 7 0 1 3/4 20 MIN. D H.MTL. PT. ---- --- A H.MTL. PT, -- SHW-0 20/8.2 20/8.2 -- POLYCARBONATE WINDOW 130 2'-G' 7'-0" 1 3/4" -- A MTL. PT. --- ---- A H.MTL. PT, -- 12 12/8.3 13/8.3 16/8.7 ' " WIRE GLASS 1 0 132 3 -0" 7 -0" 1 3/4 20 MIN. D H.MTL. PT, -- -- A H,MTL. PT. -- SHW-0 20/8.2 20/8.2 --- PQLYCARBONATE WINDOW @ RATED 133 3'-D" 7'-0" 1 3/4" -�- D WOOD STAIN WIRE -- -- A H.MTL. PT. ---- 13 18/8.4 18/8.4 L / DOORS, TYPO 134 3'-0" 7'-0" 1 3/4" 20 MIN. D WOOD STAIN WIRE -- -- A H.MTL. PT, -- 37 18/8.4 18/8.4 7/8.7 R p CITY OF 135 3'-0" 7'-0" 1 3/4" 20 MIN. D WOOD STAIN WIRE A H.MTL. PT. -- 37 18/8.4 18/8,4 7/8.7 �f Lft ;.I - I = EDMONDS _ 136 3'-0" 7'-0" 1 3/4" -�--- A H.MTL. PT. -- ---- ----- A H.MTL. PT. -- 12 12%8.3 13/8.3 16/8.7 0 � o a 137a 3'-0" 7'-0" 1 3/4" --- A H,MTL. PT. --- --- -- A H.MTL. -- / / / `� PT. 19 20 8.3 2Q $.3 1 fi 8,7 �`� � __ __ __ __ _ PUBLIC 137b 3'-0" 7'- PT, SAFETI0 3 4 H,MTL. PT. L J, 1 / A A H.MTL. 19 2a/8,3 2O/8.3 16/8.7 L 6 t � fi 139 3'-�-Q" 7'--0" 1 3/4" 20 MIN, C WOOD STAIN WIRE _- ---� A H.MTL. PT, -- 9 18/8.4 18/8.4 -- � � ��� 6 � I 140 3'-0" 7'-0'' 1 3 4" 20 MIN. C WOOD STAIN WIRE --- -- A H.MTL. PT, -- 9 18/8.4 18/8.4 -- On L� • 140a 3'-0" 7'-0" 1 3/4" -- B WOOD STAIN TEMP. ----- �--- A H.MTL. PT, -- 13 18/8.4 18/8.4 --- • DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS: REMARKS: A B C D _ NUMBER: GROUP: WIDTH: HEIGHT: THICK.: TYPE; MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: 141 3'-0" 7'-D" 1 3/4" 20 MIN. C WOOD STAIN WIRE - -- ---- A H.MTL. PT, -- 20 18/8.4 18/8.4 f� 3'-0'H_1 51_011 142a 3'-D" 7'-0" 1 3/4" 20 MIN, C WOOD STAIN WIRE -- -- A H.MTL. PT. 9 18/8.4 18/8,4 ---- 5" 6`-0" 142b 3'--D" 7'-0" 1 3/4" -- A H.MTL. PT. -- -- -- ---- A H.MTL. PT. -- 12 20/8.3 20/8.3 16/8.7 2'--r2" rip 143 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD PT. WIRE -- --- A H.MTL. PT, -- 12 18/8,4 18/8.4 u7 250 5th Avenue Not 144 3'-D" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE ---- -- A H.MTL. PT, -- 9 18/8.4 18/8.4 -- ' " ' " " 9 18/8.3 18/8.3 9" Edmonds, 145 -0 4 20 MIN, C WOOD STAIN WIRE --- �--- A H.MTL, PT. -- SOLID 3' --0" 7'-Opp 1 3/4" A WOOD STAIN --- A H. MTL. PT, -- - 1 18/8.3 18/8.3 7/8.7 l yq ��p pp , FLU FACE 1 -4 Washington - 1 L a ��4rrl � a r �� 146b 3'-0" 7'-0" 1 3/4" -- H H.MTL. PT. --�- -- -- A H.MTL. PT, -- 22 20/8.3 20/8.3 16/8.7 PAIR LO I o 98020 147 3'-D" 7'-0" 1 3/4" 20 MIN. B H.MTL. PT. WIRE --- -- A H.MTL. PT, -- 23 18/8.4 18/8.4 7/8.7 PT. -- 24 18/8,4 18/8.4 - - � �'"� C" 148 2'-6" 7'-D" 1 3/4" -- A-1 H.MTL. PT. WIRE 12" 6" A H.MTL. � 3 149 2'-Y-6" 7'-0" 1 3/4" --- A-1 H.MTL. PT. WIRE 12" 6" A H.MTL. PT. -- 24 18/8.4 18/8.4 -- OPEN `- 3 150 3`-O" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN -- -- --- A H.MTL. PT, ----- 25 18/8.4 18/8.4 7/8.7 �' L 151 -0 1 3 4 20 MIN. A WOOD STAIN A H.MTL. PT. 25 18/8.4 18/8.4 7/8.7 2 9 3'-0" 7'-D" 1 3/4" IN. A WOOD STAIN --- --- --- A H.MTL. PT. -- 25 18/8.4 18/8.4 7/8.7 8 E u 1,_5E 200 3'-0 - -- G WOOD STAIN -- -- -- E ALUM. FACT. -- 26 7/8.4 7 8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL---TEMP GLASS- ELECTRIC OPENER ANIC HARDWARE 201 a 3'-0" 7'-0" 1 3/4" -- G WOOD STAIN --- ----- ---- E ALUM. FACT. -- 27 7/8.4 _ 7/8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL-TEMP GLASS- ELECTRIC OPEN R/PANIC HARDWARE KICK PLATE 201 b 3'-0" 7'-0" 1 3/4" -- G WOOD STAIN -- -- -- E ALUM. FACT. -- 26 7/8.4 7/8.4 20/8.4 SPECIAL DOORS/PAIR/INSUL-TEMP GLASS =ELECTRIC DPE E PANIC HARDWAR ADDENDUM #3 202 3'-0" 7'-D" 1 3/4" -- A WOOD STAIN --- -- -- A H.MTL. PT. -- 28 18f8.4 18/8.4 -- SECURE LOCK -ATM CONSTRUCTION SET 203a 3'-0" 7'-0" 1 3/4" 90 MIN G WOOD STAIN -- -- --- E H.MTL. PT. -�-- 29 13/8.2 7/8,4 SPECIAL DOORS - PAIR AS SHOWN 203b 3'--0" 7'--0" 1 3/4" 20 MIN. B WOOD STAIN WIRE -- -- A H,MTL. PT. -- 3 18/8,4 18/8.4 --- - 205 3'---D" 7'-0" 1 3/4" MIN. B WOOD STAIN WIRE -- -- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- Job No.: 96021 206a 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE �^ A H.MTL, PT. 11 18/$,4 18/8.4 --- Issue Date: 206b 5'-7" 4'-0" 3/4" 1 L METAL FACTOR B METAL PT, 18 1 /8.4 2/8.4 ROLL -UP COILING DOOR MANUALLY OPERATED �� �� 206c 6'-4" 4'-0" 3/4" 1 HOUR L METAL FACTOR -- -- -- B METAL PT. 18 1 /8.4 2/8.4 ROLL -UP COILING DOOR MANUALLY OPERATED ;1� AS SHOWN �C.S lv el; s 2-2---98 • DOOR DOOR SIZE. RATING. DOOR. LOUVER. FRAME. HDWE. DETAILS. REMARKS. • • GROUP: y� NUMBER. WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: r J 207 3'-0" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN -- --- --- A H.MTL. PT, -- 9 18/8.4 5/8.4 --- RELITE 208 3'-0" 7'-0" 1 3/4" --- C WOOD STAIN TEMP. -�- -- A H.MTL. PT. --- 32 18/8.4 18/8.4 -- ACOUSTIC SEALS = ✓� /us �� „ „ „ f� , Sheet. Contents: w 209 3 -0 7 -0 1 3/4 -- C WOOD STAIN TEMP. --- -- A H.MTL. PT, --- 32 18/8.4 18/8.4 ACOUSTIC SEALS'p,t.r X a 210 .`�'-0" 7'-0" 1 3/4" -- C WOOD STAIN TEMP. --- -- A H.MTL.. PT. -- 32 10/8.4 18/8.4 -- ACOUSTIC SEALS 211 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN --- - - -- A H.MTL. PT, -- 13 18/8.4 18/8.4 ---- "� 212 3'-0" 7'-D" 1 3/4" 20 MIN. B WOOD STAIN WIRE -- ---- A H.MTL. PTO -- 31 18/8.4 18/8.4co ----R 213 3'�--D" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN ---- --- -- A H, MTL. PT. -- 9 18/8.4 5/8.4 ----- RELITE L _ _ SCHEDULES c� 214a 3'�--0" 7'-0" 1 3/4" ---�-- C WOOD STAIN TEMP -- -- A H. MTL. PT. ---� 32 18%8.4 18%8.4 -- ACOUSTIC DDDR/SEALS/THRESHOLD Q 214b 3'-D" 7'-Q" 1 3/4" -- A WOOD STAIN TEMP. --- --- A H.MTL. PT. - -- 32 18/8.4 18/8.4 -- ACOUSTIC DOOR/SEALS/THRESHOLD HAR R ACCESSIBILITY PROVISIONS _HARDWARE FUNCTION „T RERMS 00 215a 3'-0" 7'---0" 1 3/4" -- A WOOD STAIN TEMP. -- -- A H.MTL, PT. ---� 32 18/8,4 18/8.4 ---•- ACOUSTIC DOOR/SEALS/THRESHOLD + 215b 3'-Q" 7'---D" 1 3/4" -- A WOOD STAIN TEMP. -- --- A H.MTL. PT. -- 32 18/8.4 18/8.4 -- 1. LOCKS/LATCHES: ALL LOCKS AND LATCHES ARE TO LEVER HANDLE 1. PASSAGE LATCH - '' ''''' ` L; a CONTROLLED OR KEY PAD CONTROLLED. LATCHES LEADING TO 6 OFFICES - LEVER HANDLE EACH SIDE ALWAYS OPENS DOOR w � 216 3'-D" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE ---_ -_ A H.MTL, PT. -- 9 18/8.4 18/8,4 --- DANGEROUS AREAS SHALL HAVE KNURLED SURFACES AS A WARNING. 2. PANIC HARDWARE - PUSH BAR OR PLATE ON DOOR THAT UNLATCHES All material appering herein constitutes the o w 4 217 3'--0" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN WIRE A H.MTL. PT. 9 18/8,4 18/8.4 ACOUSTIC OR/SEALS/THRESHOLD 2. EXIT DEVICES: EXIT DOORS SHALL HAVE SINGLE ACTION LEVER ASSEMBLY WITH A SINGLE MOTION 4 - 218 3'-0" 7' --D" 1 3 4" 20 MIN. A WOOD STAIN -- 24" 12" A H.MTL. PT. --- 5 1$ 8.4 18 8.4 7/8.7 0 FROM EXIT SIDE AT ALL TIMES. unpublished and original work of the Architect .00 / / /CONTROLLED OR PUSH PLATE OPERATED LATCHES. and may not be duplicated, used, or disclosed / -- --- -- A H,MTL. PT, -- 1 18/8.4 18/8.4 SWING OPEN FORCE: DOORS SHALL NOT REQUIRE MORE THAN 30 LBS 3 ALL OTHER ROOMS- OUTSIDE LEVER ALWAYS LOCKED without the written consent of the Architect. PT. BY KEY, INSIDE LEVER ALWAYS OPENS DOOR, �, � 219 3'-0" 7'-0" 1 3 4" A H.MTL. �- 221 3'-0" 7'--0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. -�- 9 18/8.4 18/8.4 -- OF FORCE WHEN APPLIED TO THE LATCH SIDE, EXCEPT FOR FIRE DOORS THE FORCE TO OPEN WITH IN THE ACCESSIBLE ROUTE SHALL NOT EXCEED 4. ELECTRIC DOOR OPERATORS - PUSH SWITCH OPERATES ELECTRICALLY Scale: Ref, North 222 3'-D" 7'-Q" 1 3/4" --- C WOOD STAIN TEMP. --- -- A H.MTL. PT, -- 13 _ 18/8.4 18/8.4 ---- ACOUSTIC SEALS 8.5 LBS FOR EXTERIOR AND 5 LBS AT INTERIOR DOORS. OPERATED DOOR FOR A.D.A. COMPLIANCE. 223 3'-0" 7'-O" 1 3/4" -- D WOOD STAIN -- -- -- A H.MTL. PT. -�-- 32 18/8.4 18/8.4 ----- ACOUSTIC SEALS/THRESHOLD/POLYCARBONITE WINDOW 4, ESHOLDS: THRESHOLDS SHALL BE FLUSH EXTENDED TYPE WITH 5 CELL DOORS TO- OPEN WITH KEY ONLY FROM OUTSIDE 225 3'-0" 7'-0" 1 3/4" --- A WOOD STAIN ---- ---- A H.MTL. PT, -- 32 18/8.4 18/8.4 ---- ACOUSTIC SEALS/THRESHOLD LESS "RAISED BEVELED EDGE, / -- -- -- -- - - 32 18/8.4 18/8.4 - -- ACOUSTIC SEALS/THRESHOLD/POLYCARBONITE WINDOW 6. PROXIMITY CARD ACCESS TO DESIGNATED AREA OF HIGH SECURITY. 226 3'-0" 7'-O" 1 3 4" D WOOD STAIN A H.MTL. PT. UNLOCK WITH FIR RM. �, 227 3'-0" 7'--0" 1 3/4" -- C WOAD STAIN TEMP. -- A H.MTL. PT, -- 32 18/8.4 18/8.4 --- LO W 77 o Sheet No., w � c i L, • A • B • C • D • E • • A • B C • D • E • Mbrdft+ftnfid DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS: REMARKS. WINDOW GENERAL NOTES: Architecture NUMBER; 4 GROUP; WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS. HEAD. JAMB. THRESHOLD. Urban Design 1. DIMENSIONS SHOWN ON WINDOW SCHEDULE AND WINDOW TYPES FOR Planning ALUMINUM WINDOWS ARE ROUGH OPENINGS OR MASONRY OPENING Interior Design 228a 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- --- A H.MTL. PT. -- 9 18/8.4 18/8.4 DIMENSIONS. ACTUAL FRAME DIMENSIONS SHALL BE ADJUSTED TO PROVIDE 228b 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN A H.MTL. PT, -- 13 18/8.4 18/8.4 --- REQUIRED CLEARANCE FOR INSTALLATION, ALIGNMENT WITH WALL REVEALS, SHIMMING AND PERIMETER CAULKING. ALL AS SHOWN ON DETAILS AND 1701 Commerce 229 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- ---- A H.MTL. PT. -- 11 18/8.4 18/8.4 7/8.7 NOTED. _ Tacoma, Washington 230a 3'-0" 7`-0" 1- 3/4" 20 MIN. C WOOD STAIN WIRE --- -- A H.MTL. PT. �--- 9 18/8.4 18/8.4 - �- 2. WINDOW ELEVATIONS ARE SHOWN AS VIEWED FROM EXTERIOR, UNLESS 206 2 383 8700 230b 3'-0" 7'-Ox 1 3 4" -- -�- -- __ .- OTHERWISE NOTED. 206 383-8728 fax % C WOOD STAIN TEMP A H.MTL. PT. 13 18/8.4 18/8.4 231 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- --- A H.MTL. PT. ----- 9 18/8.4 18/8.4 -- 3. WINDOWS ARE KEYED ON FLOOR PLANS AND/OR EXTERIOR ELEVATIONS. 1000 Lenora St. 232 3'-0" 7`---0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- --- - A H.MTL. PT, ----- 9 18/8.4 18/8.4 --- Suite 405 234 3'-0" 7'-Op 1 3/4" 20 MIN. -- __ __ 4. ALL FRAME AND GLASS ASSEMBLIES SHALL ALLOW FOR THERMAL EXPANSION Seattle, Washington 1 / C WOOD STAIN WIRE A H.MTL. PT. 9 1 B/8.4 18/8.4 _ 235 3'-0" 7'-0" 1 3/4" 2a MIN. C WOOD STAIN WIRE -- -- A H.MTL.. -- ,-- AND CONTRACTION. 1 98121-272Q / PT, 9 1 B/8.4 18/8.4 206j 223-2742 236 3'-0" 7'---0" 1 3/4" 20 MIN C WOOD STAIN WIRE -- ---- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- 5. FOR WALL CONSTRUCTION SEE WALL TYPES SHEET A3.8. SOME WINDOW 206 fi22--9462 fax „ ,- " ^- -- _- -_ 237 3 Q 7 0 1 3 411 20 MIN. C WOOD STAIN WIRE A H.MTL. PT. 9 18 8.4 18 8.4 DETAILS ARE TYPICAL AND WILL VARY WITH DIFFERENT WALL TYPES. THECONTRACTOR IS RESPONSIBLE FOR COORDINATING WALL VARIATIONS WITH 238 3'-0" 7'-0" 1 3/4 20 MIN. A WOOD STAIN -- ---- -- A H.MTL. PT. -- 23 18/8.4 18/8.4 10 8.7 CLOSER WINDOW DETAILS. Members of 239 3'-0" 7'-0" 1 3 4" 20 MIN. A WOAD STAIN -- -- -- A H.MTL. PT. ---- 23 18 $.4 18 8.4 10 8.7 CLOSER The American fi. FIELD VERIFY ALL WINDOW DIMENSIONS PRIOR TO INSTALLATION. Institute of 240a 3'-0" 7'-0" 1 3/4 to 20 MIN, C WOOD STAIN WIRE -- -- -- A H.MTL. PT. -- 1 1 18/8.4 18 8.4 ACOUSTIC SEALS Architects 240b 3'-Q" 7'-0" 1 3/4 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. -- 30 18/8.4 18/8.4 -- ACOUSTIC SEALS 240c 24'-0" 8'-6" 3" PANELS METAL FACTORY METAL PT -- 18 9/8.4 11 /8.4 10/8.4 ACOUSTIC SEALS/ACOUSTIC PANEL DOOR 241 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN ---- -_ -- A H.M. PT. ----- 13 18/8.4 18/8.4 -- 242 3'-0" 7'-0" 1 3/4" 90 MIN. B WOOD STAIN WIRE -- -- A H.MTL. PT. 33 18/8.4 18/8.4 SIM 10/8.7 242a 3'-0" 7'-0" 1 3/4"' 20 MIN. B H.MTL. PT. WIRE -- -- A H.MTL. PT, ---- 23 18/8.4 18/8.4 7 8.7 243 3'-0'l 7'-0" 1 3/4" 90 MIN. B WOOD STAIN WIRE A H.MTL. PT. - XXXX 18/8.4 18/8.4 SIM 10 8.7 244 3'-0" 7`---0" 1 3 4" 20 MIN. A WOOD STAIN -- --- -- A H.MTL. PT. --- 23 18/8.4 18/8.4 10 8.7 245 3'-0" 7'-0" 1 3 4" 20 MIN. A WOOD STAIN -- -- -- A H.MTL. PT. -- 23 18/8.4 18/8.4 10 8.7 • - 246 3'0" 70- 0" 1 3 4" 20 MIN. A WOOD. STAIN -- -- --- A H.MTL. PT. -- 1 18 8.4 18/8.4 7/8.7 • 270 3'-0" 7'-O" 1 3/4".--lao ger MIN. A WOOD. STAIN A H.MTL. PT, ---- 1 18 8.4 18 8.4 7 8.7 DOOR DOOR SIZE: RATING. DOOR. LOUVER: FRAME HDWE. DETAILS. REMARKS. NUMBER: GROUP: WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: REVISIONS 247a 3'-Q" 7'-0" 1 3/4" 20 MIN. A H.MTL. PT. -- --- -- A H.MTL. PT. -- 6 18/8.4 18/8.4 7/8.7 247b 3 _0 0 1 3 4 20 MIN. A H.MTL. PT. --- -- --- A H.MTL. PT. -- 6 18 $.4 18 8.4 7 8.7 RA #17, 3 AUG, 98 7 - 248 2'-6" 7'-0" -1 3/4" 60 MIN. H-1 WOOD STAIN -- --- -- A H.MTL. PT. -- 34 18/8.4 18/8.4 7/8.7 ( u Y �SEPFgAION AA RI ONE HOUi� D009� 249a 3'-0" 7'-Q" 1 3/4" 20 MIN G WOOD STAIN -- ---- -- E ALUM FACT. -- 36 16/8.1 16/8.1 -- SPECIAL DOOR/INSUL-TEMP GLASS 249b 3'-0" 7'-0" 1 3/4" 20 MIN G WOOD STAIN -- --- E ALUM. FACT. -- 35 13/8.2 7/8.4 SIM 10/8.71 SPECIAL DOORS - PAIR/INSUL. TEMP GLASS/PANIC HARD RE # 36 TERED 249c 3'-0" 7'-0" 1 3/4" 20 MIN G WOOD STAIN -- -- -- E ALUM. FACT. 35 16/8.1 16/8.1 -- SPECIAL DOORS -- PAIR/PANIC HARDWARE C ITEOT 250 3'-0" 7`-0" 1 3/4" 20 MIN. B WOOD STAIN WIRE ----• --- A H.MTL. PT. ---- 38 18/8.4 18/8.4 -- 251 2`-6 7'-0" 1 3/4" 20 MIN. H-1 WOOD STAIN -- -- -- A H.MTL. PT. 20 18/8.4 18/8.4 7/8.7 PAIR/ACOUSTIC SEALS , 253a 3`-0" 7'-Q" 1 3/4" 20 MIN. B WOOD STAIN TEMP. -- --- A H.MTL. PT. -- 39 18/8.4 18/8.4 ---- ACOUSTIC SEALS/THRESHOLD Roy J. Pardini, A. .A. STATE OF WASHIKIM 253b 3`-0" 7`-0" 1 3/4" -- C WOOD STAIN ---- -- ----• A H.MTL. PT. •---- 32 18/8.4 18/8.4 -- ACOUSTIC SEALS/THRESHOLD 2 254 3'-Q" 7'-0" 1 3/4" A WOOD STAIN -- --- - A H.MTL. PT. --- 9 18/8.4 5/8.4 -- RELITE 256 12'••-•3" 40-0" 3/4 20 MIN. L METAL FACT. -- -- -- L METAL PT. -- 18 1 /8.4 2/8.4 3/8.4 COILING GRILL MANUALLY OPERATED DOOR S ( U 5T BE 8 O E )6TUT 258 3 0-0"7 -0 1 3 4' ---- C WOOD STAIN TEMP. -- -- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- PLOW Q � �SPE65 -ro C 11-Y 81,L)6 ;N6VE(.16P\ 260 3'-0" 70-0" 1 3/4" -- C WOOD STAIN TEMP. -- -- A H.MTL. PT. -- 9 18/8.4 18/8.4 7/8.7 Project Title: 261 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN -- --- ---- A H.MTL. PT, -- 28 18/8.4 18/8.4 7/8.7 SECURE LOCK 262 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN WOOD PT. 2 12/8.3 13/8.3 16/8.7 THERMALLY INSULATED/CLAD WITH SIDING 264 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN -- 24" 12" A H.MTL. PT, -- 7 18/8.4 18/8.4 7/8.7 265a 3'-0" 7'-0" 1 3/4" -- B WOOD STAIN TEMP. -- -- A H.MTL. PT. - - 9 18/8.4 18/8.4 --- CITY OF 265b 3'-0" 7`-0" 1 3/4" 20 MIN B WOOD STAIN TEMP. ---- A H.MTL. PT, -- -- 8 18/8.4 18/8.4 --- 266a 3'-0" 7'-0" 1 3/ 4" -- A WOOD STAIN --- - -- --- A H.MTL. PT. -- 32 18/8.4 5/8.4 -- ACOUSTIC DOOR/SEALS/THRESHOLD -- RELITE EDMONDS 266b 3'-0" 70-0" 1 3/4" 20 MIN. C WOOD STAIN -- -- -- A H.MTL. PT, --- 32 18/8.4 18/8.4 ----- ACOUSTIC DOOR/SEALS/THRESHOLD/INSUL 267a 3'-0" 7'-0" 1 3/ 4" -- A WOOD STAIN --- -- -- A H.MTL. PT. -- 40 18/8.4 18/8.4 -- SECURE LOCK/ACOUSTIC SEALS/SWEEP PUBLIC TY 267b 3'-0" 7'-0" 1 3/4" 20 MIN. A WOOD STAIN -- --- --- A H.MTL. PT. -- 32 18/8.4 18/8.4 ---• ACOUSTIC SEALS/SWEEP COMPLEX 300c 2'-6" 7'-0" 1 3/4" 20 MIN A WOOD PT -- -- A H.MTL. PT. ---- 25 SIM 18/8.4 SIM 18/8.4 SIM 18/8.4 • • APFWVW DATE ,_BLS: 3 iEPT. Budding Official 250 5th Avenue N. Edmonds, WINDOW OPENING SIZE: FRAME: DETAILS: REMARKS: °Washington TYPE: 0 4 3/4A 4 3/4 WIDTH: HEIGHT: MAT.: GLASS: FIN.: HEAD: JAMB: SILL:1 98020 ]c Al 9'-6" 1'-0" VINYL OBSCURE WHITE VINYL 1 AB.3 8 AB.3 3 A8.3 r 9'-6" 91 -6" A2 61-3" 1'-0" VINYL OBSCURE WHITE VINYL 1 A8.3 S A8.3 3 A8.3 " Q E.Q. E.Q. E.Q. E.Q, 3 A3 2'-4 1 2" 1'-0" VINYL OBSCURE WHITE VINYL l A8.3 8 A8.3 3 A8.3 " CD N A4 4'-6" 1'-Q" VINYL OBSCURE WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 e'(20" -- SEE TYPES FOR LAYOUT ca i v ao �- o �' Bl ALUM. BRUSHED 7 AB.3 7 A8.3 11 A8.3 SEGMENTED GLASS IN CURVED WALL r I " ., ro re) B2 ALUM. -- BRUSHED 7 A8.3 13 A8.3 11 A8.3 SEGMENTED GLASS IN CURVED WALL�AB.L) SEE TYPES FOR LAYOUT o 7 i r B3 H.M. -- PAINTED 6 A8.4 6 A$.4 4 A8.4 SEGMENTED GLASS IN CURVED WALL - SEE TYPES FOR LAYOUT i 04 I '-`� -. - SEE TYPES FOR LAYOUT " N B4 ALUM. BRUSHED 7 A8.3 7 A8.3 11 A8.3 SEGMENTED GLASS IN CURVED WALL • av t� i ,r B5 ALUM. -- BRUSHED 7 A8.3 7 A8.3 12 A8.3 SEGMENTED GLASS IN CURVED WALL -- SEE TYPES FOR LAYOUT TEMP. GLASS r '� ASI # 15 B5 ALUM. -- BRUSHED 7 A8.3 7 A8.3 11 A8.3 SEE TYPES FOR LAYOUT REVISIONS ,! �_ " _- 81 A8.1 B2 f TEMP. GLASS 7%14/98 C1 20-4-1 2 4 6 VINYL WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 2 3. O C2 69- 3" 4'-6i" VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 TEMP. GLASS 3'-0" B3 4 owe 7V C3 9'-fi" 4'-6" VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 " " WINDOWS THIS SIDE 0 Job No.: 9fi021 C4 4'-6" 1'-7" VINYL �--- WHITE VINYL 1 A8.3 $ A8.3 3 A8.3 5 -1 PER PLAN PER PLAN PER PLAN PER PLAN 5 -1 WEST ENTRY ONLY A$64 „ co Issue Date: C5 3 .6 -7 VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 EQ, EQ. EQ. EQ. EQ, EQ. EQ. EQ. - I C6 4'.6" 4'-6" VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 0 1 1 C7 3'- a 4'-fi" VINYL -- WHITE VINYL 1 A8.3 B A8.3 3 A8.3 I A8.1 8-..-14-.- 98 C8 4'-6" VARIES VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 MATCH ROOF PITCH WITH UPPER FRAME o TEMP. GLASS 0 C9 3'-6" VARIES VINYL -- WHITE VINYL 1 AB.3 8 A8.3 3 A8.3 MATCH ROOF PITCH WITH UPPER FRAME00 " h1:1 � C10 4'-O" 4`-0" VINYL -- WHITE VINYL 1 A8.3 $ A8.3 3 A8.3 5 "' LO M 1 J m C11 4'-5" 4'-6" VINYL --- WHITE VINYL 1 AB.3 8 A8.3 3 A8.3 A ¢ Ca � A8.1 Sheet Contents: ,�_ C12 2'-6" 4'-6" VINYL -- WHITE VINYL 1 A8.3 8 A8.3 3 A8.3 A8.1 � � fi" 6" 0 8 � `� TEMP. CLASS w Q 6" 3 `� X cif r A8.1 12 - 84 B5 A8.3 M SCHEDULES c A8.2 d co 2'-4 1/2* 1 8 t t* K17 8 r2 r5'� 1 rl 2'-60 5 2 -4 1 /2 4'-4" 4'-0" A8.3 " " �'-6� fi'-3"�,A&32)A8.3 A8 2 A8 3 t 2 -4 1 /2 A8.3C$ C9 A8.3 4 -5 4 -5 A8.2 A8.3 w -7" 6'-3" 9 -fi 6 _3 o v 4 c� s 1 4 -6 4 -6 p� I material a erin herein constitutes the p C7 r5p ' unpublished and original work of the Architect W I ` i i and may not be duplicated, used, or disclosed o w, r r A8.3 r without the written consent of the Architect. nco n A8.3 C6 C7 '� 8 C1 C2 C3 C2 C1 r 1 1 A8.3 I E:3 11- 1 Scale: Ref. North Al A2 A3 � A4 A4 ILTEMP. GLASS 1 E83 8 It A8.2 8° 8" 3 8" $c4 4'--5" c5 3 g" 3 g° 3 A8.3 3 A8.3 A8.3 A8.3 0 3'-6° A8.3 Q 8a o JWINDOWWINDOW TYPES Sheet No.: zF TYPES w o SCALE. 1 /8"=1 ' -0" SCALE: 1 /8"- =1 '--0" 2 Q Eno • A • B • C • D • E • A509 • A • B • C • D • E • Merdtt+Pardini DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME: HDWE. DETAILS: REMARKS: WINDOW GENERAL_ NOTES: NUMBER: GROUP: Architecture WIDTH: HEIGHT: THICK.: TYPE: MAT.: FIN.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: Urban Design 1. DIMENSIONS SHOWN ON WINDOW SCHEDULE AND WINDOW TYPES FOR A'P P R 0 V LE 7 Planning ALUMINUM WINDOWS ARE ROUGH OPENINGS OR MASONRY OPENING Interior Design 228a 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. 9 18/8.4 18/8.4 -- DIMENSIONS. ACTUAL FRAME DIMENSIONS SHALL BE ADJUSTED TO PROVIDE CITY OF M"00IND3 228b 3'-0" 7'-0" 1 3/4" -- A WOOD STAIN -- -- -- A H.MTL. PT. ---- 13 18/8.4 18/8.4 --W REQUIRED CLEARANCE FOR INSTALLATION, ALIGNMENT WITH WALL REVEALS, 229 3'---0" 7'-0" 1 3 4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. -- SHIMMING AND PERIMETER CAULKING. ALL AS SHOWN ON DETAILS AND 1701 Commerce e r� / �� 11 18/8.4 18/8.4 7/8.7 _ NOTED. DATE Tacoma, Washington 230❑ 3 -0 7 -0 1 3/4 20 MIN. C WOOD STAIN WIRE -- ---- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- 2. WINDOW ELEVATIONS ARE SHOWN AS VIEWED FROM EXTERIOR, UNLESS 98402---3207 - 230b 3'T--O" 7'-0" 1 3/4" __ C WOOD STAIN TEMP _ __ A H.MTL. PT. - - --- t,� ..u��, 13 18/8.4 18/8.4 OTHERWISE NOTED. PLC` ► E "„'�'° 'i 206 383-8728 206 383-8728 fax 231 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. ---- 9 18/8.4 18/8.4 -- 3. WINDOWS ARE KEYED ON FLOOR PLANS AND/OR EXTERIOR ELEVATIONS. 232 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE ---- ---- A H.MTL. PT. -- 9 18/8.4 18/8.4 -- OQa Lenora 4. ALL FRAME AND GLASS ASSEMBLIES SHALL ALLOW FOR THERMAL EXPANSION Suite 405 234 3'-D" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN WIRE -- ---- A H.MTL. PT. ---- 9 18/8.4 18/8.4 -- Seattle, Washington 1 AND CONTRACTION. 235 3 -0 7 -0 1 3/4 20 MIN. C WOOD STAIN WIRE -- A H.MTL.. PT. -- 9 18/8.4 18/8.4 -- -- ' ': '. 1 98121-2 20 206 223-2742 236 3 -0 7 -0 1 3/4 20 MIN C WOOD STAIN WIRE -- -- A H.MTL. PT. --- 9 18/8.4 18/8.4 ---- 5. FOR WALL CONSTRUCTION SEE WALL TYPES SHEET A3.8. SOME WINDOW 206 622-9462 fax 237 3`-0" 7'-0" 1 3 4" 20 MIN. C WOOD STAIN WIRE -- -- A H.MTL. PT. -- 9 18 8.4 18/8.4 ---- DETAILS ARE TYPICAL AND WILL VARY WITH DIFFERENT WALL TYPES. THE „ , CONTRACTOR IS RESPONSIBLE FOR COORDINATING WALL VARIATIONS WITH 238 3 -0 7 -0 1 3 4 20 MIN. A WOOD STAIN -- 24 12 A H.MTL. PT. -- 23 18 8.4 18 8.4� 10 8.7 CLOSER WINDOW DETAILS. Members of 239 3'-0" 7'-0" 1 -3/4 " 20 MIN. A WOOD STAIN --- 24" 12" A H.MTL. PT. --- 23 18 8.4 18 8.4 10 8.7 CLOSER ' The American 240a 30_0" 7'-0" 1 3 4" 20 MIN. C WOOD STAIN WIRE A H.MTL. PT. -- 11 18/8.4 18 8.4 -- ACOUSTIC SEALS 6. FIELD VERIFY ALL WINDOW DIMENSIONS PRIOR TO INSTALLATION. Institute of 240b 3'-0" 7070" 1 3 4" 20 MIN. C WOOD STAIN WIRE ---- ---- A H.MTL. PT. -- 30 18/8.4 -18/8-4 -- ACOUSTIC SEALS Architects 240c 24'-0" 82 --6" 3" PANELS METAL FACTORY --- -- -- -- METAL PT -- 18 9/8.4 11 /8.4 10/8.4 ACOUSTIC SEALS/ACOUSTIC PANEL DOOR 9 241 3'-0" 7'-0" 1 3/4" --- A WOOD STAIN -- -- --- A H.M. PT. -- 13 18/8.4 18/8.4 -- 242 3'-0" 7'-O" 1 3/4" 90 MIN. B WOOD STAIN WIRE -- -- A H.MTL. PT. -- 33 18/8.4 18/8.4 SIM 10/8.7 242a 3'-0" 7'--0" 1 3/4 11 20 MIN. B H.MTL. PT. WIRE -- -- A H.MTL. PT. -- 23 18/8.4 18/8.4 7/8.7 243 3`-0" 7'-0" 1 3 4" 90 MIN. B WOOD STAIN WIRE -- ---- A H.MTL. PT. - XXXX 18/8.4 ---18/8.4 SIM 10 8.7 244 3'--0" 7'-0" 1 3/4 It 20 MIN. A WOOD STAIN -- 24" 12" A H.MTL. PT. --- 23 18/8.4 18 8.4 10/8.7 245 3'--0" 7'--0" 1 3/4" 20 MIN. A WOOD STAIN -- 24" 12" A H.MTL. PT. -- 23 18/8.4 18/8.4 10 8.7 246 3'-0" 7'-0" 1 3 4" 20 MIN. A WOOD. . .4 7/8.7 3'--0" 7'-0" 1 3 4" MIN, A WOOD. STAIN -- -- -- A H.MTL. PT. ---- 1 18 8.4 18 , DOOR DOOR SIZE: RATING: DOOR: LOUVER: FRAME HDWE. DETAILS: REMARKS. - REVISIONS NUMBER: GROUP: A� ICBD CHECK 2, MAR 41 98 WIDTH: HEIGHT: THICK.: TYPE: MAT.: F]N.: GLASS: WIDTH: HEIGHT: TYPE: MAT.: FIN.: GLASS: HEAD: JAMB: THRESHOLD: /� /�� ICBD CHECK #3, APR 2, 98 247a 3'-0" 7'-0" 1 3/4" 20 MIN. A H.MTL. PT. -- --- -- A H.MTL. PT. -- 6 18/8.4 18/8.4 7/8.7 » 0$ -- __ __ _- A EDMONDS PLAN CHK, APR 41 91 247 b 3 -0 7 -D 1 3/4 20 MIN. A H. MTL. PT. A H . MTL. PT. 6 18/8.4 18/8.4 7/8.7 248 2`-6" 7'-D" 1 3/4" MIN. H-1 WOOD STAIN -- -- A H.MTL. PT. --•-- 34 1$ 8.4 18 8.4 7 8.7 QCC �%�y • A EDMONDS CHK #3, APR 21, 98 249a 3'-0" 7'-0" 1 3/4" 20 IN G WOOD STAIN --- -- E ALUM FACT. -- 36 16/8.1 16/8.1 -- SPECIAL DOOR/INSUL-TEMP GLASS 249b 3'-0" 7'-0" 1 3/4" 20 MIN 6 G WOOD STAIN ----- -- -- E ALUM. FACT. ----- 35 13/8.2 7/8.4 SIM 10/8.7 SPECIAL DOORS - PAIR/! SUL. TEMP GLASS/P NIC HARD RE #3 E STERED 249c 3'-0" 7`-0" 1 3/4" MIN G WOOD STAIN -�- ----- -- E ALUM. FACT. -- 35 16/8.1 16/8.1 SPECIAL DOORS - PA PANIC HARDWARE 9 ITECT 250 3'-0" 7'-0" 1 3/4" 20 1--N. B WOOD STAIN WIRE -- -- A H.MTL. PT. -- 3$ 18/8.4 18/8.4 �- 251 2'-6" 7'--D" 1 3/4" 20 MIN. H-1 WOOD STAIN -- -- -- A H.MTL. PT. -- 20 18/8.4 18/8.4 7/8.7 PAIR/ACOUSTIC SEALS ' 253a 3'---Ott 7'-0" 1 3/4" 20 MIN. B WOOD STAIN TEMP. -- -- A H.MTL. PT. -- 39 18/8.4 18/8.4 -- ACOUSTIC SEALS/THRESHOLD a J. Pardini, A.I. 253b 3'-0" 7'-0" 1 3/4" --- C WOOD STAIN -- -- A H.MTL. PT. -- 32 18/8.4 18/8.4 -- ACOUSTIC SEALS/THRESHOLD STATE OF WASHINGTON 2 254 7'-0" 1 3/4" -- A WOOD STAIN -- -- ---� A H.MTL. PT. - - 9 18/8.4 5/8.4 -- RELITE 2 256 2'-3" 4` -0" 3/4 20 MIN. L METAL FACT. -- -- -- L METAL PT. -- 18 1/8.4 2/8.4 3/8.4 COILING GRILL MANUALLY OPERATED iOl1 � 44U.S)4,fh'lf�,J/,Jv 258 `-D" 7' -0" 1 3/4" - -- C WOOD STAIN TEMP. - - - - A H.MTL. PT. 9 18/8.4 18/8.4 260 3'-0" 7'-0" 1 3/4 " -- C WOOD STAIN TEMP. -- -- A H.MTL. PT. -- 9 18/8.4 18/8.4 7/8.7 Project TItIe. 261 3`-0" 7'-D" 1 3/4" -- A WOOD STAIN -- -- -- A H.MTL. PT. -- 28 18/8.4 18/8.4 7/8.7 SECURE LOCK 262 3`-0" 7'-�-0" 1 3/4" -- A WOOD STAIN --- --- --- WOOD PT. -- 2 12/8.3 13/8.3 16/8.7 THERMALLY INSULATED/CLAD WITH SIDING 264 3I_O$p 7'-0" 1 3/4" -- -- A WOOD STAIN 24" 12" A H.MTL. PT. -- 7 18/8.4 18/8.4 7/8.7 265a 3'-0" 7'-0" 1 3/4" -- B WOOD STAIN TEMP. ----�- -- A H.MTL. PT. -- 9 18/8.4 18/8.4 --- ,48C� 265b 3'-0" 7`-0" 1 3/4" 20 MIN B WOOD STAIN TEMP. -- -- A H.MTL. PT. ----- 8 18/8.4 18/8.4 ----- 266a 3`-0" 7'-0" 1 3/4" -- A WOOD STAIN -- --- -- A H.MTL. PT. -- 32 18/8.4 5/8.4 - -- ACOUSTIC DOOR/SEALS/THRESHOLD - RELITE 266b 3'-0" 7'-0" 1 3/4" 20 MIN. C WOOD STAIN ---- -- ---- A H.MTL. PT. --- 32 18/8.4 18/8.4 -- ACOUSTIC DOOR/SEALS/THRESHOLD/INSUL EDM NDS 267a 30.0" 7'--0" 1 3/4" -- A WOOD STAIN --- -- -- A H.MTL. PT. -- 40 18/8.4 18/8.4 -- SECURE LOCK/ACOUSTIC SEALS/SWEEP ,�: ,.. ,� PUBLIC SAFET) 3 --0 7 -0 1 3/4 20 MIN. A WOOD STAIN --- ---- -- A H.MTL. PT. -- 32 18/8.4 18/8.4 -- ACOUSTIC SEALS/SWEEP 101 8 3'-0" '---0" 1 3/4" 90 MIN A WOOD PT - - -- -- A H.MTL. PT. -- 25 SIM 18/8.4 SIM 18/8.4 SIM 18/8.4 } ,�COMPLEX 300c 7 -0 1 3/4 20 MIN A WOOD PT --- -- -- A H.MTL. PT. --- 25 SIM 18/8.4 SIM 18/8.4 SIM 18/8.4 - 250 5th Avenue N . Edmonds, WINDOW OPENING SIZE: FRAME: DETAILS: REMARKS: FA SOLAR TYPE: FACTOR GAIN CDEI=F. 4 3 4" 4 3 4" n Washington WIDTH; HEIGHT: MAT.: GLASS: FIN,: HEAD; JAMB: SILL: NFRC I I �/� Al 9'-6" 1'-0" VINYL 1 A8.3 8 A8.3 3 A8.3 .48 .65 9'-6" VINYL OBSCURE WHITE / / / A2 6t---3" 1'-D" VINYL OBSCURE WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 E.Q. E.Q. E.Q. E.Q. ¢ 6 3 A3 2'-4 1 2" 1'-0" VINYL OBSCURE WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 A4 4'-6" 1'-0" VINYL OBSCURE WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 �- 3 x B1 ALUM, -- BRUSHED 7/A8.3 7/A8.3 11 A8.3 SEGMENTED GLASS IN CURVED WALL - SEE TYPES FOR LAYOUT .63 .65 c� Y �' °°- c� B2 ALUM. -- BRUSHED 7/A8.3 13/A8.3 11 /A8.3 SEGMENTED GLASS IN CURVED WALL - SEE TYPES FOR LAYOUT .63 .65 0 ! R I R 1 '`' A8.2 � I _ I � ZI B3 N.M. -- PAINTED 6/A8.4 6/A8.4 4/A8.4 SEGMENTED GLASS IN CURVED WALL - SEE TYPES FOR LAYOUT .63 .65 r 6 wCD Cn B4 ALUM. --- BRUSHED 7/A8.3 7/A8.3 11 /A8.3 SEGMENTED GLASS IN CURVED WALL - SEE TYPES FOR LAYOUT .63 .65 A8.1 64 �' o 85 ALUM, --- BRUSHED 7/A8.3 7/A8.3 12/A8.3 SEGMENTED GLASS IN CURVED WALL -- SEE TYPES FOR LAYOUT .63 .65 TEMP. GLAS �- � � ADDENDUM 3 85 ALUM. -- BRUSHED 7 A8.3 7/A8.3 11 A8.3 SEE TYPES FOR LAYOUT .63 .65 C1 2'---4-1 2" 4'-6" VINYL ---- WHITE VINYL 1 A8.3 8/A8.3 3/A8.3 .48 .65 8.1 n TEMP. GLASS CONSTRUCTION SET B 1 � 82 3 _p C2 6 -3 4 - 6 VINYL - - WHITE VINYL 1 A8.3 8/A8.3 3/A8.3 .48 .65 TEMP GLAS C3 9'-6n 4'-6" VINYL -- WHITE VINYL 1 /AS.3 8/A8.3 3/A8.3 .48 .65 3' 0" B3 4 0 0 „ -T .. 5'-1» � ,- „ WINDOWS THIS SIDE � Job N©.. 96D21 C4 4 -6 1 -7 VINYL WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 PER PLAN PER PLAN PER PLA PER PLAN 5 1 WEST ENTRY ONLY C5 3' - 6" 1 ' - 7" VINYL - - WHITE VINYL 1 AS.3 8/A8.3 3 A8.3 .48 .65 EQ. Eq. EQ. Eq. EQ. Eq. EQ. EQ. °° Issue Date: CIS 4' - 6" 4' - 6" VINYL - - WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 0, C7 30---691 4'----6" VINYL -- WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 ti A8. ,I w • C8 4 -6 VARIES VINYL --- WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 MATCH ROOF PITCH WITH UPPER FRAME .48 .65 2�"-98 C9 3'-- 6" VARIES VINYL -- -- WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 MATCH ROOF PITCH WITH UPPER FRAME .48 .65 0 TEMP. GLASS • C10 4'---0" 4'-0" VINYL ----- WHITE VINYL 1 A8.3 8 A8.3 3/A8.3 .48 .65 °D U' C11 4'--5" 4'-6" VINYL ---- WHITE VINYL 1 AS.3 8/A8.3 3/A8.3 .48 .65 5 'r' m CN 10 C 12 2 - 6 4 - 6 VINYL - - WHITE VINYL 1 /A8.3 8/A8.3 3/A8.3 .48 .65 6 , dL- A8.1 / 6 8 TEMP. GLASS _ � � .48 ,65 6' 6„ o � Sheet Contents: Ld < „ r o .48 .65 6 T' A8.1 12 .48 .65 e4 e� A�3.3 � 17 S C H" si 1 i :G �! r a. S nx A8.2 q r 00 2'-4 1 /2" 8(117 $ r2 r5IIIIIIII` A8 2 2'-4 1 f 2" A8.2 A8.3 $, 0 �, AS 3 � n E " rl � 2'-s" 5 o 9f_6n 6'-�3" � ,� A8 3 �, � n � n 2 ---4 1/2 A8.3 C8 C9 A8.3 4 -p 4 -p 4 -5 4 -5 A$.2 A8.3 . L s _3 9 --6 s -3 s n = All rnaterial appering herein constitutes the o � 4 ca � � 4 -6 4 -6 � unpublished and original work of the Architect - r „ I and may not be duplicated, used, or disclosed A8,3 ct� "¢ without the written consent of the Architect In to A8.3 C6 C7 ; 8 C1 C2 C3 C2 C1 '- 1 1 A8.3 C1 C1 1 _I Scale. Al A2 A3 A2 A4 A4 �+- Ref. North TEMP. GLASS 8n 8" 18 8" A8 2 g" 8„ 3 $, 8" C4 4'-6" C5 3 8" 3 8If 3 A8.3 3 A8.3 A8.3 A8.3 Q 3'-6" A8.3 0 WINDOW TYPES- .WINDOW TYPES $ Sheet No.: W- o SCALE: 1 /8"=1 ' ---.0" SCALE: 1 /8"=1 '-0" = Q • A • B 0 C • D • E 0 ' . , r r t • , ,. , r . a, 15 5, w D A E PP�OVED CITY OF. EDMONDS f - Rs2 C DATE PLANS EXAMINER Archft'6cturo Urban CPeefgn Plann'Ing Interioe `Design ' A B B*2 C I 1701 Commerce - Tacoma, Washing�kan I ACOUSTICAL CEILING ' PANELS TYPICAL) 98402--3207 206 383--8700 206 383-Y-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington ..; . r 1 98121-2726 206 223-2742 206 622---9462 fax 0 2 ,, +. '• o ' : 4:• T:' o Members of +. The American Institute of Architects D 0 Q3 00 0000, .1` S, • • . .`. .•' I. .+ , ,ram - ., _ • ♦• •`. ,~ ••..• , .•• �. .• ' i , 14 3*1 f' .:::° : ° .. • FINISHED G.W.B. ,:. • t :: CEILING (TYPICAL) _ ROOF ACCESS LADDER REVISIONS f A ICBU CHECK#311APR `2 98 • 1•• • , f.5•n - • • • I 1Cti a, } I ,r4 i' W i • ♦'qj 41'.15F.' j f , ' � { „ I , ,. rJrF ' •kti,,�`i115 ,.yJ M'/ %II,S�rr` '�; 'x�i 'f *`5ji • i5'- "1'11. 'lit Ir' IY ' ••• ♦ ,' • ' • • ')` 11 �� ,(#' 1) ,V LI1 'r 1. - ' I,,' . , - 1,.'Ic ,r'} �I �• p••J r. 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O 0 and may not be duplicated, used, or disclosed , SUPPLY DIFFUSER scale. Rd III, Noah RETURN DIFFUSER 1/$,,, - V-0" r I. . • ACCESS PANEL �m REFLECTED CEILING -COURTS ` SCALE: 1 /8 = 1 —C Sheet No.:,y, r 5. W� l A ' B • C p • p E • • A B C ' E APPROVE CITY OF EDMONDffitt+ra... r S DATE 'k Architecture - PLANS EXAMINER Ur'ban:Design r Planning r Interior DesRgn, ° 1701 Commerce , Tacoma, Washington 98402-3207 206 383,8700:1 206 383-$7�8, fox + 1000 Lenora St, Suite 405 1 Seattle, Washington 98121-2720 206 223--2742 r 206 622-9462r fax Members of 'The American' Institute of Architects ' ' f D REVISIONS L � 1 ICBO CHECK 131 APR 2, 98 r ",I kt dr\Ilr`11.,E• MEMNON S .r I } Y ,v ' .tL, r . i a' F• ' yr ', r5 �" � F ''�r Er, rr y:, !F4 i r'r.', t, a r ■ P r f' . i �j . • a l 'i� it '� , +ri 'r l+Yil I1 ' � ' '• ISSs,r°alr5�'r1 i•'. '( i n r 1 • .A 1 'fir'•' , r Iy,.lyE „� Y, +Y'���"„�„ • + . 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' ' •` ' .• , X•+• . •y• '•'• • .1, �+• • :• •`'+•, '•, ; • .t: •'. • (IIII 1III Issue Date: r r ••It• " ••+.• r •s • • . 4• ', I• , •Y ` • • ' rY.•'' , •- •i .''t •, Iry+, . . Y. ' '. •••,. • ,• , •1 ,y ''• , ` •,• .. ,•.,'i•'.• `•.,',�1 '• ' •*• , . . ly . •.. ' .. • . •1 • • • i ' , X1.• 1. 1. X.1..I 2-9-98 I. •, Y' • . . . ' . • I IIF . r 1 .. :',- • • • S . . ..'• 1' r . ' .r r , IIII1--�1III I. I. rk 1J W MEMNON 111d, MON 1 11A. IN Y. W Q r r, 4 . _ y. Q,: a, Sheet Contents: MEN x a 00 InEF I. ECTFO CEIUN LICE LOWER LEVEL co 12 DETAIL PERTAINING TO GRID ATTACHMENT 8• AND 8RID BRACING, APPLIES TO ALL ROOMS. 0 r wz Li UNDER CABINET FIXTURE All material 6pperin9 herein c nsti kues the O Q unpublished and original wore of the',Architgct F-- - J a and may not be duplicated; ,`us(ed; or discio:s~d without the `written consent, of ;the Ar`chitbof. SUPPLY DIFFUSER 47 R Scale: Rif::Mirth r RETURN DIFFUSER r � , Q r r r ACCESS PANEL 0 1 4 15 REFLECTED CEILING-POLICE0. ,. 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[ ' ,TE EXAMINER y ""rG�Yi1,00i7o.✓ RE TAPE ONLY (TYPICAL) i✓o7G./C,4 0� ' Architecture Urban Design Planning Interior Deign 1701 Commerce Tacoma, Washington 98402-3207 206 383--8700 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206� 223-2742 206 622--9462 fax i Members of The American Institute of Architects 1 i i 1 � , REVISIONS ZL ICBO CHECK J2, LIAR 141 ' 98 ICBO CHECK 3, APR 2v 98 UERED • L, � � 11' [ i `r � • • [ �. , r � ' � �' '�'' � In 14 2 Project Title: ciTr r.�F EDNIONDS Pu��ic sr{FeT� COf�;1PL�v i 25m 5th Avenue,'N.' Edmonds Washington 9W2O 3 PERMIT SET CONSTRUCTION SET Job No.: 96021 Issue Date: 2--9--98 Sheet Contents: REFLECTED CEILING POLICEMom All material appering herein constitutes the 4 unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North 1 A — 7 _on 0' 4'. 8,` Sheet NQ.: r . 1 ' I , , ' r . I ' r , 4 ♦ •1 ' 1 t ' '1 I ID APPROVE 1 I , {r i •' A B o D E CITY, OF EDMONDS DATE; IL PLANS EXAMINER ' Archltect4re'' Urbdh' DeOign 4 Planning Interior Design PAINTED G.W.B. CEILING i• 1701 Commerce ' l Tacoma. Washington ` 98402-3207' 5 I 206 383-8700 A?. l 206 383-8728 fax , 3` �" 1000 Lenora St. — Suite 405 Seattle, Washington _ 98121 �-2720 (205 223� 2742 2Dfi fi22-9482 fax I , UP °° I PICTURE WALL N UP Members of -ter. The American Institute of I Architects io yQLT" ' 9T011 8'--3" I- w r � _ M UP G.W.B 1 mlex o --_1 YAs A7r1 200 016 o.c. ` C1 _ � r LO (2 2 10 0 i II 40 9T1'1 "_ '— " I SPIN Ur HR a () 2x1 STAIR 242A PLAN —� LOWER LEVEL 4 - -- R - r � �I SCALE: 1/4 "= 1 6-0" REVISIONS 7$-i n "' 016' o.c. rl LANDING `� ICBO CHECK 12, MAR 49 98 E ' Q " 2x 12 S'f RINGERS E 1 EACH SIDE � `ate ' hIi.11' ` k n A 1 'ti k i• 1 x BASE 1 IN MIDDLE LL '�',�,, 'ra.4. •'r 4 `' I r .,' ' 11 Y, s rTM ` ',E.; rl'; i'`ii ar 311 I'^hk'1 r •rr` . } ' -I'` 'i. ,7r 1,,, •I i �'r5 '1' k' r 11 >F �jF�Iy7 'r " '' tl •EE . 1 r.Pjl!Y i 14 2 2 - STAIR 220 SECTION - STAIR 220 PLAN _ LOWER LEVEL 3 ", " �_ � ' SCALE. 1 /4 -1 -0 3 9 SCALE: 1 /4"� 1'-4" Project Title:C TY OF ' R DN EDMODS 5 PUBL' AT 1 6 M P LEX 3'—p" 31— fi" 0 31_B" A7.1 l DIf— I , 250 5th Avenue N. ,r STAIR 242A PLAN — UPPER LEVEL., 7 � � � SCALE: 1 �� =1 -oWashnington . r E I `i''" DNM20 E i T—fi" I i0 3 3 E i , R E I E L' ELEVATOR PLAN -- LOWER LEVEL �„ PERMIT SET,,' DN SCALE: 1 /4"=1 `-0" CONSTRUCTION SET E 4- s E Jab No.: 96021, . E issue Date: 4 - - - L - _4 -- / 9TO11 =8 -3 r 2-9- a L � 7'-1R w " zSheet Contents: r f CIO ", STAIR 220 1 PLAN -� UPPER LEVEL -�' �-� - 2 q 11 11 ERIC& SCALE: 1 /4 =1 -0 o" _ (CIRCULATION"i- rt ' < — v � 00 •�� w Q �- .— r ---- --- All material ` a pering herein �ahstiwfe ,the E 1 i unpublished - and original, work'of th'e Architect LO and may not be duplicated, used; 'or, disclosed Q 0 � � without the written consent of .Ith�e • Arch, itept, IN 1 /4 — 1-0 7` 61 , r 0, , , 2, 1 0 r , 1 ' 8, .F r' STAI R 242A SECTION Sheet No.: .,`* ,r }kr r, �LLLJ� ELEVATOR PLAN UPPER LEVEL SCALE: 1/4 " r "' 1 1 `' I •` C I 1' ` = 5 Q SCALE: 1 /4 =1 //� 'y Y • 1„r 5 k.% % • ' ' ' ; , ' , , ' . ' . , ` , ' i ,, • 1 °'rh , ' f'1 I•li - r'r J5'i y, • ` ° ' `C l Y, . , - ' 1 r r r r ' , + , r ' ' r ' r ' 15L' y5 .1 art .• r . ' C E ,e r • , - r r , _ r -I . r r , ' _ - - r r ,1 . rP' 1 4 1 i r r ' ' , - r ' . , - c r • t ` ' Lr ' r i _ 'P . r , r e P i 1, -'F'4 , ' „ `,r '11r Lt 1 '4 1 a ' ' r , r ' —' l'` _ - • • JI+, r • r , A,yI .. • _ r • ` ` ' • r.i .$, r r '\ rx •'4 • 1 r 4. r r Y ' r J i r • ' , 1 t 1 i J i r \ , . r , • A r A B 'C D E � Inj PT. R-19INSUL. G.W.B: / DETECTOR (F.O.I.C.) , 1/2" 'PYWD. Architecture :� i SHIM AS REQ"D Urban ' Design Planning 1 P.C. PLASTER W/ MESH interior Design 2xfi STUD WALL — SEE STRUC, STOREFRONT WINDOW FRAME \ 7}1 Caerce Tacoma, Washington 98402-3207 PLATE SEALER P.C. PLASTER \ 206 383-�8700-8728 fax ;' l 1 X DROP SIDING �) r,� SURFACE fi 206 383 , SEALANT AND t° CONCRETE FOOTING AND SLAB , 000 Lenora St. SEE STRUC. BACKER ROD fi i ACRYLIC INTEGRAL Suite 405 COLOR FINISH ON G.W. Seattle' Washington } 2 7/8" X 7/8" INTERIOR CORNER TRIM 1 98121 —272D J MOLDING a d a e d FLASHING BELOW fi '� 206 223�-2742 4 2 SEALANT 206 622-9482 fax ' I c r ' FA 4 S} r 4 4 E ;r .; Members' of 4 The American ?e Al a 4 TOPSOIL �, Q �a 5 /4':44 Institute r Architects f r TERR. EDGE . lb °4 q� I I I_-=1 I .a ; VC COURTS WALL BASE COLUMN WINDOW JAMB SIDING INTERIOR CORNER EN OURTS CITY OF EDMONDS 1 5 �, r " 9 �, " 13 �, " 17 ., _ " SCALE: 1-1 /2 - 1 —0 EDmpc01 SCALE: 3 =-1 —0 EDmpc05 SCALE: 3 = 1 —0 EDmpcO9 SCALE: 3 =1 —0 EDmpc 13 SCALE. 1 — 1 —0 mp[06 �, 0" 4„ an 16" 0" 2" 4" a„ 0„ z" 4„ 8" 0" 2" 4" 8„ 0" 6" 1' DATE i PLANS EXAMINER BATTEN BEYOND STRUCTOCORE VERTICAL SEALANT AND BACKER ROD BI.2 ABUTMENT ANGLE Q p 4" X 1.5" X 18 GA 1/2" - 10-16 HEX HEAD Y _ _ SCREW W/ WASHER r DR WELD 70 OfIcs r x^ ,rY mil`' ~1' /ji 'a IS ,I '•' 'T^ , T—^", n. 6 .. ^'e.' .'t",, ., jY + -,, j, i,^ I ; •`YI ,r ,7.'i l4 .ryL x J 1 , • • } kl k •7 rVr 'J *'+J}'Y 7ti Y t 1} 4, !f hl' '" i I i .t •i` Jr1•i !'•I.'••-y"1'C;, '�: ` IMPERIAL PLASTER FINISH r t :1L 2 62 , r' J;•ir r,i`'±i r, � , Vy i,'rk+*rA', dYiS.v 1 ir"w1',, , I'V " AY 'li .,5h,"'fJgir,'g;u'` 'i•l' I} f ' t' 's ' liar lyt 'rN,l ,J,''[ 1' 1 i • 11 rS'i 4Jc •rj � e x. • F ri1 ,•, ^ Jy r5L .lr^ .� 1�•r 1 Y i I,I C wJ 2 `, n.!' 2 6 ' 2 6 6 -.. ,' 1-jT'+ ',r•1 ,1. w+t, '+7"ir':' -i"1r J.w +rer I+r-.r•+.L-•--.. . ►.rr+..r r...•T..._ \.r.s-i..,`+.S r _' •'J t17 1, r' r•'nt "y"'I r i •y,J+ J^A ♦ `'rM tZ^i• ^ '. ^, ..' r h• .J+°} .1 ,• M1. .. r' J iv r rr S Y r 1. .. •'^' <r r• ,` _ . w ^ rr•1 ,,. ai , r 15 a- .J <tia"i, rr1 'u wt. .', r'.r `r .+'i'•r`,r'} '" ,' y'. i-• ,4"sl 1.. }' r '4f •^ . 2 fi fi J 2 B r• •'H ']+ `{`1: Y, •t^ `Y. hr J1r Ire,`7'�d. rd r« 'r.• i•of JJ. + .1 . e 'rr ,4J., '^ } r - STRUCTOCORE-BASE GYPSUM PLASTER Project Title: DRYVIT 2 fi Is 2 STRUCTOCORE SIDING 2 6 STEEL SHEET CONCRETE ANCHOR _ - 2 ;f . 1 fi" MAXTy OF SHEATHING G.W.B. , 1. 2 5 _1 It ErIUMONDS }. 3" CHANNEL REVEAL CORNER ENTRY -CURVED WALL. JAMB SECURITY PLASTER INTERSECTION PDUBL 2 SCALE: 3"=1'—O" „ M „ EDmpc02 SCALE: 3 —1 -'-0 „ „ ,� EDmpc06 SCALE: 3 —1 —O 6',� '�'„ ' ',� EDmpc10 SCALE: 3 —1 —014 „ „ „ EDmpIO4 SCALE: 1 — 1 —O „ EDmp107 0 M P 0 2 4 B 0 2 4 8 0 2 4 8 0 2 4 8 0 6" 1 2 2x STUD WALL - SEE STRUC. STRUCTOCORE VERICAL ABUTMENT ANGLE 4" X1.5"X18GA 5'-6" TO CENTER LINE OF DOfflo 5/80 G.W.B. 4" N 5#1 j� Ave�}�j u$ N a :.1 1 x4 COW. BLOCKING " C(Imonds� 2 2 2 2 2 :� BASE PLATE Washington � � r 3" x 3" '9W20 LARGE SCALE DETAIL CONCRETE ANCHOR 3 6 A.C.P. 3 6 6 6 6 STRUCTOCORE d 6 4 INTERSECTION ANGLE 2 2 6 METAL HANGER 46X4"X1 SGAX135 ANGLE J' 4 2 PT, BLACK PERMIT SET CONSTRUCTION SET' Job Noe: 96021 . .Po C6 C.M.U. WALL SECURITY" "CONTROL JOINT MULLION ENTRY A C PLASTER - Y Issue Dote: 37 t� n n_ " 15 u n �� " ;' r SCALE: 3"=1'-0" EDmpc03 SCALE: 3 -1 —D EDmpc07 SCALE: 3 —1 ---0 EDmpc 11 SCALE: 3 =1 —0 EDmpIO3 SCALE: 1 = 1 —0 EDmp108 0„ 2" 4" 8„ Of. 2„ 4p 8„ 0,. 2" 4n 9" 0„ 2" 4„ $�. 0" fi" 1' 211 2-9-98 , 1 x WINDOW FRAMING CEIUNG ATTACHMENT w m CONCRETE ANCHOR i " Sheet Contents: 6 z MAX w a SHIM AS REQ'D " + STRUCTOCOREFLOOR—CEILING 1 3/4" X 1 3/4N X 18 GA DETAILS r STOREFRONT WINDOW 2X2 CEDAR CORNER PIECE, CUT RABBIT 1 1 2 00 FRAME INTO INSIDE CORNER , 3 STRUCTOCOREI STEEL SHEET , I , n N 3" CHANNEL REVEAL co IMPERIAL PLASTER FINISH . 00 M } SEALANT r�3 r W Z SEALANT AND 2X2 GALV. SHT. METAL FLASHING ° 3 2 TO 4 2 /' /N 4 BACKER ROD NAILED TQ THE INSIDE CORNER OF THE 2X2 �p 7/8" � � � � � 4 All lpublished material artdporEg herein work of ���tArcni �co 24" D.C. AND NAILED TO PLYWOOD SHEATHING and may not be duplicated; used, of discfased ~O without -the written oQnsent of the'=Architeet. � rt� - - •�- �--r-- ^ �;--- ; , : 1 X CEDAR DROP SIDING r - , I rJ, i!'1FI ,H F`• d .•+, 'Y{•'1• J: 49yS••1' r 1 . ' ,!' r, '.. 3 RUNG LAP Scale:,.,RO ��; h RECOMMENDED (MIN) " VARIES �rx•;,; STUCCO _! 4 ` • ' 1 .Sheet ' No. 1^, , ,S ' I „ yi I .I'".n rr yt"rl, . ,'! 1 ' q ' • + o !� ' ' coRNER SIDINGOUTS�ID�E.-CORNERE Y JAIL SECURITY P A ,,..r, ;DO�IVL STER 1111 L SEGTIOIVI�INAL� CHAI��N��L REr�'EAL .�. •:, r_ , , J r � ,J 9 W1.7, r L�. "1 ,. EDm c04 SCALE- 3=1,-0Drr�pc08 SAL: =1 --0 EDmpc 12 SCALE: 3 1 �-0 Dmp105 SCALE: 1 = 1 —a �I3m I09 �;` 1T_3 ' r _ r r r ' - r 1 Jyl'• SCALE 3 ` _ IyIf 4a +8» . P ❑' 2 4 a 0'� 2 4 $ 0 2 4 8 o"r 6 1 0 rL a „ s w n u �� w M 11 . //�� ' . r ' B �, '' V, ' r ' r _ • r I' '•a1 'I' I< ^{ ', 3,1 i •J+'r 'r SrJy S',,i ' y• A ;r i' •'j ` q . ' .. , , • , r r 1 • , - + , 1 r_ .. , '' ' r r`' . J , '- " - r ^, v, . ' - - - _ ' , < , ` , ' ' I . . , r ' f '' < , ' I . ^' , .,<`,'• 'M '! Y'. r ','+Trk S' , ,1 . `.F', r, + y' - - - •3t 1 ..` i ^ ,__ , r { If ,i n•ir'i . ur •`rl r e F': ' ' r .`. , ' r r , Ir ^ ^ rr•c•r.r r '' r ` • , r , , .I P . J ' Ti iJ` , , . - - - ' J i jr ' 1�'v1 . L'`.i'r : r 1J Jr il'ti+ <_"•] .r , . J i 1 ' i ' ' .. J Y .. i a _ r . r r i 4r _,.r e, ' S " S. P,v + .t •, iA it p E ; AI I I I I I I I 41, ' 2x WALL B °j .- .' 3 3 � i � 4 3/4" MAX. w00D SIDING Architectu�� WALL TYPE. y , A 5 -0 OPENING VARIES - Urban Design, 2X6 & STRUCTOCORE WALL Piar�ning ' 3,4 PAPER BACKED - - __ - - - _ — - - - - IrtteriorDes`rgn '• • 1• -• � A PLAN - - � FINISH PER SCHEDULE METAL LATH A EET A5,5 1 /2" PLYWD. MECHANICAL KEY STUD 'SIZE: 5 1 /2" SEE 2/ .7 OR ; 1701 Commerce MATERIAL: 'WOOD SURFACING - — - -- BATT INSUL. Tacoma, Washington IMPERIAL PLASTER FINISH „ WRAP STUDS WHERE EXPOSED ► OPTIONAL CORNER GUARD • •° . ' SPACING: 1 1 2"x30 .H. 98402--3207 W/ WELDED, ANCHOR 3 O.C. ` / MACHINE wf 1/2 BIRCH VENEER PLYWD. �208� 3$3-r87Q0 3/4 MIN. COVERAGE RATING. SCREW, OUNTERSINK (2) 1/2 CROSS BANDED „ . 206 383-8728 fox ` UNDERLAYMENT PLYWOOD 1 -4 TYP --4 TYP, 1 1000 Lenora St. f , STRUCMO-BBASE SIDE • ° ' SIDE SIDE 1: D REBAR 1'-4" 5/8" G,W.B. Suite 05 - 4 FINISH. AT LEFT TYPICAL FACE 1/2 HARDWOOD N FRO EDGE OF OPENING Seattle, Washington 1 GYPSUM PLASTER _ 1 PLYWOOD, MITRE ALL EXP. CORNERS 2 6 STRUCTOCORE ' �., 4 , • a STRUCTOGORE METAL SUBSTRATE: AT LEFT 3 " o i 1 98121-272b r---' 5TRUCTOCORE VERI'1CAL �3) LAYERS 1 /2 PLYWD. LAMINATED OPEN 206 223-2742 STEEL SHEET - PANELS 206 622-9462 fax _ ABUTMENT ANGLE ' '. ° _ SEE 2/AB.7 FOR �2)4 TYP. 2 6 4" X ,5" X 18 GA SIDE 2: SURFACE VENEERS 1 STRUCTOBASE GYPSUM FINISH: PAINT _ 4 SIDES 4 PLASTER PLATE 3"x 12" x1/4" Members of SUBSTRATE: G.W.B. _ 0 EACH VERT, MEMBER " TIE �. The. American , IMPERIAL FINISH PLASTER " '� Institute of ° , 3 o.d. PIPE -WELD TO PLATE � i - - �- - - - �--�----� -- - Architects • " SHIM AS REQ'D INSULATION. pETAIL B 1 2"=1' ' I SOUND BATT: SLEEVE, INSTALLATION 0 PER 1 � " � 1 APP"OVED, 4 3 f 4 VINYL FRAME W/ CITY � � �� M � U.B.C. ITEM: ECTION INSUL, GLASS DS SECURITY PLASTER CORNER- WALL TYPE 21 REMOV LE AILING. LLJJ EL ECURITY OPENING WINDOW HEAD 4 DAT 5 p13 SCALE. 1 ---• 1 -0 EDmpI 10 ALE: 1-1 /2 - 1 -0 SCALE: 1 �- 1 -0 E p 1 B SCALE: 1 = EDmpl SCALE: 3 =1 -0 EDmph24 PLANS Ei(gMINER 0" 8" 1' 2' 4" 8" 16" d" $y �� � ,� 2" 4" e On 2" 4" 8" , 5 •B• OOD DOOR FRAME SIDING I sauND BA 3 VINYL FRAME W/INSUL. GLASS REVISIONS ' . 3 3 100 1 3/8" DOOR ON RETURN INGE PLYWD, 3/4 " J-MOLD AND SEALANT SHIM AS REQ'D ADDENDUM f 3, FEB Z 96 9 �' BATTEN BEYOND SEALANT AND BACKER ROD � Y`P) �� �, i�f 0'r r SEALANT BEAD AND BACKE OD - t'",jII ': ■' i ti2{ r`N 5 i r`iy • i wt'' -Atii, a 'If' "• 1 { i, ! 4,sr o�'i.,,, y, , .-...... — — .....—_ rc •'ti'1 1 1'y ' i+ }. }i'-i' f+ ' .,Z, rth �: +f4Rr ?ii-. •,t. y „1 ;,,r �' .0 n'ir• n+y "f ',i�{ POr'aY rrq eL: ACRYLIC INTEGRAL COLOR FINISH SEAL 1�� , ; f' , { ' ', ,• , I+. /, ; ,,, ,',t , 1 f, i f,J;,, : t� ;:. r 1, , ' ' Ifs^ .Y 1. 1' �y�l t ,14`u 1 i � TI{e7�� C, •{ FRAME 5 a G.w.B.- �, J METAL EDGE 3 �, ,. 2 co BATTEN BELOW i ---- _ — -- _-- 1/2" PLWD. moo WOOD SIDING FASTEN TOGETHER W/ 16d NAILS TO BE CUT IN FUTURE IN CASE OF REMOVAL ' " J WOOD FRAME 'Project Title: , . 5 - SIDING LPL--i DOOR C TY F EDMON,DS'' NTRY COURTS KNO OUT PAN EL E GE D SAF MOVEABL RAILING DOOR ENTRY JAM SILL 2 „- .i" B „_,.„ 10 14 „ 18 " SC 1 - 1 0 EDmpI 1 SCALE: 3 -1 0 _ EDmph28 SCALE: -- - 0 ED pp 19 SCALE: 3 = EDmpl22 SCALE: 3".... -0 EDmph23 0" 6" 1, 2. 0" 2" 4" 8" 0" 4" e" 16" 0�� 2" 4" 8. 0.2" 4" s"COMPLEX-, t SIDING WALL TYPE: 2 ! a 4 ' 19.2'MAX, 3 2X6 INSULATED DRYWALL PLYWI 5/8" G.W.B. 250 Anne N STUD SIZE: 7--1 /2" 3 3 Edmonds',3/4" T&G PLWD SUBFLOOR MATERIAL: WOOD SPACING: 16" o.c. Washington TA JOISTS 0 MAX. SPACING � - �• OF 19,2" Q.C. RATING: 1 HOUR so tcJ - SIDE SIDE SIDE 1; SEAL , i � FINISH: 5%B" G.w.B � 5 8" G.w.B. PAINTED WOOD DOOR FRAME SUBSTRATE: 3 BASE LAYER-5/8" G.W.B."X" 12 1-1/2 f -- FETAL FURRING CHANNELS 16" Q.C. SIDE 2: HANDRAIL --- FINISH: 1 [r. R A8, 7 FRAME • -I • A ,YY.Y.r, Y■YY,.YY,Y I,Y.LYIYY.,iYY1Y- 5J V• •V• , WOOD 2 LAYERS 5/8 G.W.B."X / WOOD SUBSTRATE: " f FOLLOW UL FASTENER DIRECTIONS UL L 538 INSULATION: I DOOR PERMIT SET TO INSTALL G.W.B. AND METAL r� CONSTRUCT16N SET, FURRING TO TJI JOISTS. SOUND BATT, 3,5�OUNDINSULATION DOOR PER DOOR SCHEDULE SEE SHEET A5.7 & FA5,3) TJI FRAMING • U.B.G. ITEM �; Job No.: '96021 SEE STRUCT. ' 3 2 HR RATED CL G ASSMBLY. L TYPE „ N M CHAN ING OOM DOORKHE-AD/J MB -�- 1 /4 CLOSURE PLATE '� � �� �„'�issue Date. . t SCALE: 1 1/2" = 1'-0" 0" 4" �„ 1�" EDmpk05 SCALE. 1- �-- 1 0 0„ 4" 8" 1fi" WELD & GRIND SMOOTH SCALE: 3 =1 -0 Dmp123 SCALE: 3"=1'- EDm h27 " „ 0�� 2" 4" " 0" 2" 4" 8" p f 1 /4 CHECKERED PL.. TREAD _ W/ 1-1 /4"X 1-1 /4"X 1 /4"X5" 2-9 -98 LONG STL, ANGLE WELDED :. TO STRINGER a � , 1 1/4" 1 1/4" 2'--6" SPACING BETWEEN BATTONS �'" SUB J HIGHER THAN THIS ELEVATION, 1 4" CHECKS PL TREAD SEE EXIT, ELEV, FOR LOCATIONS. 6 MIL QUEEN = W 1-1/ 4"X 1-1 4"X 1 "5" Sheet Contents: '' Li—W Q 3 20 LONG STL. ANGLE ELDED Xri-II �, " ';� �; TO STRINGER COPED AND W LDED SECURITY DOOR FRAME �- '95" O" 18 LADDE — ATTACH PER, STRINGER 2'-6" SPACING T,4.CY-UPPER FLOOR � ',; ' :- ' • :.s: I • :.- .: 'I . I .' ... • • • "" ' � , . • •' ,:. '..:. ;...•; • : ;+ L . wT �► C 8 LADDER r '' • . r • , ;• r . �; ,�. STRUCTURAL ; STRINGER MANUR RECOMMENDED ANGLE BETWEEN BITTONS r, : ,�:. ; . y.,:.' •.+ .�...... �� .•.. , - :�•'• • '�+ .• �:; •; �-., • , . -'.• • ` ' •. HIGHER THAN �, • • : • .. ..• I .: 4•• • - ' w *.. ... ; IN THIS ELEVATION; +� • .. . •. . • , . .� Logo f . O O O O O O D O O b 0 0 0 0 p p b O 0 0 0 g p O b b O fl 00(3u,60000 a O d D a❑ 0❑ O¢ p 4 0 n \ D O¢ O Cc,() O b b 0 0 p 0❑ 0 0❑ b❑ Q a 0 0 0 0 tl O O g O O ❑ b❑❑ g tl O p O a O Q O D D 0 ; , ' 1 co O O O D❑ O a 0 a 4 0 0 0 0 0 0 0 0 0 D❑ O D a 0 0❑ a a a a D O b 0❑ O D❑ O D g n❑ O q tl SEE EXIT. Eiw1.! . 0 0 0❑ o b o❑ a o 0 o b g D O p❑ o d o❑ a o o D o g o a p b b o❑ b o b o b a o p a a g p f a fl O 0 0 0 O O fl 0 0 4 0 a D 4 D O fl Q O O O b O 0 0 0 0 0 a D O a a 0 0 a 0 0❑ O O a¢ O n - b a 0❑ O O O❑ b O❑ Q O tl tl tl 0 D❑ b b D 0❑ b❑ g O D O D q b tl D O O q O b a 4 0 0 D D 0 0 o a❑ D❑ R Ci D O a❑ O O O D O a D d a a a p a❑ a❑ a D 0❑ 0 0 a 0❑ O D❑ D O O n a g Q' p O p O p p O O p b p b g b 0 b p a q 0 0 tl p 4❑ p p p a b O p O O p p a p O O D a 0 a 0 a O p b❑ DO Ofl00b¢aOpgpbb0 40000O0D❑D000QOga40b0 O��QQ DOg000p000O0p 1) a a00a❑q¢40pga aODQ❑060D0gaq FOR LOCATIONS•❑004❑OpD❑❑❑DOODOaODD�O�q�aO❑Oa❑p000❑❑Db OggppO �, GA. STEEL SECURTiY CORE ' 1 }�. 3/4' 0 0 0 0 0 0 0❑ a O O O Q O O g a p 0 "'�,66 O a a p a D D❑ p❑ O b p U a❑ O D 4❑❑ to I o n n a❑ b g n❑ a o o n a o o p o p o a g o p❑❑ n❑ a❑❑ D❑ q a p v a a o D ❑ a o D a o a D a❑ a a v a a b p a o o a v o v o a o o a¢ o o b a❑ a b D¢ a Q g q p a ti o a a D o fl o a a o p p o a❑❑ a o a a o 0 a o p o 0❑ o o 0 o v p a❑ D a p D o o a n o b " ; - ❑❑❑ q❑ g b a a n q b Q i3 p a n n b g 0 q a b a 0 b❑ b a D❑ 0❑ O o g D o a a p❑ a a o ` 1 d ❑ o❑ o a a D o o v o fl o a v o 0 o p o o D d a o d o 0 0 0❑ a o p o 0 o 0 o❑ o❑ n❑ o r M N a a a a g Q q❑❑ a a o g p p a p p a 0❑ a a❑ a tl a a a 0 g p p a a o a o 0 o 0 o v¢ w �0 �� O OoaaOa❑QOaaaOO❑afl0 ¢Oo 00 OO OD Oa 004dOaa0❑ p000 aba00p000QaODOaaa0a0o❑a00D❑0000DOa0Daa0D 000Qap p W O 1❑ O O O b g O b q O b 0 0 0❑ 0 d1 O❑ n❑ O g d O O O tl❑ b b 0 b q❑ tl O tl tl b p q 0 0 , 0 4 0 O g q a p 0 g p O q O q O• p p d g Q D O R p O 0 0 0 0 Q 4 Q q o a 0 0 0 a p O tl b 2 �j O O❑ O D D O D❑ 0 0 0 0 O❑ a 0❑❑ O O O D a D D 0❑❑ O D O O D O O O O b TOP OF DOOR FRAME � `••Z Sy{ 0 0 0 0 p b O 0 0 4 0 0 0 0 O� Q 0 0❑ O O D O tl b 0 0 0 p 0 0 g O O Q Q O D bqq O P O OQ000 O � Type 1 o v ¢ " TaP OF FRAME ■FA,' :1• . �. .- , : f ,3 SECURITY GYPSUM PLASTER a� ' � � � t � c th� All cterial a :,, u - .' .,, ar m erm herein Cbh t to e W � _ . t= .-°' --- --�- �--�; - t-- T- `"�- - ` -_-� =� - .: _ ' un ub#fished and i I i� ` Y — A', 4 p or ginal work of the Architect `" _ 3,5"x1/4" CHANN 4 , . - N . ,� FI £E ,. QIIIING ; \ ti an y " duplicated,used, or disclaed Q d May not d " „ written ca sdri f Ci, r Y 1 4 without the ri t''t+ the Architect, - . ;:D�L':�1 : S .T4.< _ ; ` 1 /4 CLOSURE PL. ; ' -,fI UG)i"IL ��s, .:= L 'E.• '':, ''' '', ` `; WELD &GRIND IMPERIAL PLASTER -• ,'IS •Y , • t L,z ," < ,p'}<. r '...' / ,.M+7 , t a— s. - L\, ` SMOOTH FINISH Scales R+ . No' h SH SURFACE , 63.4' VARIES „ ; ` - I SEE STRUCT. , � ^ II II III I _ III III III Ilk 111 III I I ..yy , LLLYYY ,� , III III III III II I I II- III III• II d d _ a a q 1+i i a q 14 N tl III III I� IIIII III III III II 111 111 II � a a ._6" N 4 PERFORATED COLLECTION PIPE 06 T.o.c.-�owER FLovR —� 83'-0a 20' INTERVALS E. W, - SHAPE TO DRAIN TO O' FIRE STATION T,O.C.--LOWER F1.,�oR PERIMETER DRAIN SYSTEM w COURTS POLICE .f o / 'Sheet �No • , Y BATTEN SPACING DRAINAGE,LADDER TO EZ�Z�4NI N E LADDER BA E U RAT Q4 812 "„ 16 " 20 _ W ¢ SCALE: VARIES' EDmpc14 SCALE: 1, 1/2'", =1 -0- ED pb01 SCALE: 1-1/2 = 1 .-p mpn02 SCALE: 1-1 /2" = 1'- pn01 SCALE: 3" '-Q" 1 77 = 0„ 2 • , 4' 8' 0" 2" 4" 8" 0 4" 8" 1 fi" 0" 4" 8" 16" 1 E P h 2 U7 U 0" 2" 4" 8" :¢ • I , ' y-, , , , , • 4 ' e1 A B APPROV `' w ' D E 1TY OF Es"' M1 DATE . „ 1 X WOOD TO MATCH SIDING Idn� WOOD SIDING SEAHT i ACOUSTI CAL GATT INSULATION INHERE PLANS EXAMINEH 1/8" x 3/8` RIVETS '_' OCCURS PER WALL TYPES 5/8" G. .B ' FINISH PER SCE Architecture N DULE �'��' 1 �" PLYWD. ..' � " Urban Design SHEET A5 AND WOOD SIDING TYP, nnin .� I SEALANT BACKEROD (iYP) 5 $ G.W.B. ,9 /— Interior D'eeign BATT INSUL. °` ' `; 1 /2" PLYWD. PER STRUC. ar PLYWD, 1701 Commerce SECOND BATTEN WHERE A' INSULATION DOUBLE JAMB STUDS (TYI Tacoma, Washington � 1 98402--3207 SHOWN ON ELEVATION r�- - , 206 383--8700 WOOD SIDING , 5 8" 2" X 1/8" ANGLE BRACKET �1�---- HEADER — 206 383 8728 falk / G.W.B. � , PAINTED LOUVERS AND FRAME (SEE MECH. SPECIFICATIONS} 1 2 000 Lenora , St. SHIM AS REQ'D PAINTED WOOD DOOR FRAME - 7 � � la VINYL FRAME W/INSUL GLASS • -1 , FLASHING Suite 405 2 " Seattle, Washington 8--------- 1 GAP 1 8 -� 2720 9 121 1 3x4 HORIZONTAL BATTEN BELOW —� WINDOW FRAME /4 MIN. BETWEEN LOUVER 206 223=2742 FRAME AND DRYWALL 206 622-=9452 fo ; (EFCO Thermal S-403 shown) FILL W/ SEALANT EA. SIDE x INTERIOR SI STAINLESS STEEL HINGE AND PIN Members of PERIMETER FRAME ANGLES BY The American LOUVER MFR. Institute of ' SHIM AS REQ'D ' ' Architects VINYL FRAME W/ DOOR PER DOOR SCHEDULE (SEE INSUL GLASS SHEET A5.7 & FAI PAINTED ALUM, LOUVER VANES WINDOW HEAD • . � CORNER CONDITION 1 HEADEXT.' . SCALE: 3"=1 ' —o" � ��.� � , „ JAMB � , , EDm h03 SCALE. 3 —1 —0 � „_ H EAD 0 LOUVER P EDmphD6 CALF. 3 —1 — � � ��_ � „ -�7r 0" 2" 4" 8" O11 2" 4,1 s" EDmpf05 SCALE. 3 —1 —0 1 f �� „ EDmph21 SCALE. 3 =-1 —0 m I20 an 2" 4'R 8" 0+• ry" 4�r q p ■ 8 O" 2" 4" 8" - i WOOD SILL - VINYL FRAME w/INsuL. GLASS - WOOD SIDING r SHIM AS REQ'D >3<6 PAINTED ALUM. LOUVER VANES REVISIONS _ SEALANT AND BACKER ROD (TYP) FINISH PER SCHEDULE 1/2" PLYWD. PAINTED LOUVERS AND FRAME ADDENDUM 2, JAN 210 98 SHEET A5.5 (SEE MECH. SPECIFICATIONS 3 Ap R DENDUM 13, FEB ' 2,' 98 c� 2 2 R-19 BATT INSU 1 /4" MIN G � E AP BETWEEN LOUVER IVq RAME AND DRYWALL �— FLASHING GUIDE AND TRACK BOX FILL W/ SEALANT EA. SIDEBY �;° ', ; � .h,�'.;. �` �rr:., Cn " 5 �� i" J 'i , '.'w' " , Yr ,, '+ ' `4 Irv'P', FF, `•.Sr ' /S / W OTHERS .y, - • A ', °�'�•_ .. ; 3 G B. 14 GA SHT METAL SEALANT TAPE ALL AROUND �- BETWEEN LOUVER AN ' . • , • . ' , t :,'4II � , 1'r �;{}i-4 's^ �, '!�`, J, , D METAL ANGLE{xl', i • I' ! '. r - �' { ' S F 7'• iorlr': Iia7:,,ftN ty {�j! SILL FROM 2X6 DF LUMBER .102 ;; 1/2 PLWD, �- FLASHING "'it '` SLOPE 0 9 DEG TO DRAT "' w, I1• .`4 to r 1 X 2 1 f 8" X 12 GUAGE N '' Y r , STEEL CHANNEL 8 8 �� SEALANT 1 qJ MY WOOD SIDING TYPO . WOOD SIDING i !1 , Project Title: PERIMETER FRAME ANGLES BY 3/4" X 2 1 /8' X 3/40 X 12 GA LOUVER MFR, STEEL CHANNEL HELD IN PLACE - - SHIM AS REQ'D �,�� ,',' WITH 14 X 1 1 2" 1 2" PLYWD. PER STRUC. - 1 X8 WOOD BATTEN , , , , / P/RHSMS & LEAD ANCHORS 5/5 G. ,� l i VINYL FRAME W/INSUL GLASS aC�it �ort. �'l /vt ,� , • MUNTIN BATTEND DETAIL2MUNTINDOOR, SCALE: 3"=1'-0„ �,_ n SECURITY FENCE HEAD HEAD � LOUVER a ' EDmph02 SCALE. 3 —1 --0 � � , ,1 „ " EDmph07 SCALE: 3"=1'-0" � 4 �, „ EDm f04 � � „ Ole 2 4p SCALE: 3 = 1 —0 EDmpp11 SCALE. 3"-1'— SAFM - 0 2" 4" 8" a 2 4 �.. — O , 11 " 11 8" OU 2" 4" 8" 1 . 1 p12 1 COMPLEX`, 0" 2" 4" g" 1 x SILL 1 3/8" X 4 5/80 X 1 3/8" WOOD SIDING WINDOW SILL FEEL CANNEL VINYL FRAME VY/INSUL GLASS (EFCO Thermal S-403 shown) 4 Y MIRRORED GLASS LAS �N SHIM AS REQ'D SHIM AS REQ'D FINISH PER SCHEDULE 1 " 1 /40 OFFSET AN D GLASS SHEET A5.5 /2 PLYWD. � SEALANT AND BACKER ROD (I STUCCO 2,% Avenue' N� R-19 BATT INSUL 1/8 1 —12 J MOLD of 4r04 Edmonds& SEALANT2 R �1 _ _ 1 1 /4 X 4 1 /4 X 1 1/4 " 3/8 " STEEL CHANNEL Washlengtom 5 8 G.W.B_ / 1 ;� - ;� RIDGID FIBERGLASS INSULATION = TYPICAL 3X TRIMS 3/8 WOVEN STEEL RODS, 2 OPEN SPACE 3 FLASHING BLOCKING EVERY OTHER ROD WELDED TO EACH SIDE 1 X FRAME AND STOPS 12 R' ( 6 6 OF FRAME 3 ALL COVERS WELDED TO FRAME , • � � �i� 1/2" PLWD. �; ��I ' ' STUFFED INSULATION FLASHING ,'°`� �. � 1/8 1 —12AND .. ALL AROUND — BOTH SIDES CASING TRIM DOUBLE BATTEN WHERE r (2) 1 /z"X4'" LAGS 0 24" O.C. VERT'ICALLY r , SHOWN ON ELEVATIONS ` SIDING J SOUND BATT INSULATION PERMIT SET 1X8 WOOD BATTEN INSULATION CONSTRUCTION ` SET 1" 10 1 /2" SILL BATTEN DETAIL Job No.: SILLFENCE. 90011 7 SECURITY � 1 JAMB.ONSCALE: 3"=1�—D" Ir ""EDmph 19 SCALE: 3"=1'-0" EDm h1B S "_ �_ „ ���OU � TIC W NDOW „1 „ „ Issue Date: a 210 4 a arl 2" 4„ s„ P SCALE: 3 1 0 Orr EDmpf03 SCALE: 3"'. 1 —0 EDm 12 SCALE: — _ A7 EDmpf07 4 8" all 2" 4" l3" PP 1 1 Ir 1 11 " p" i 0 4 8 " 2-9•-98 .3 co J 4 RUBBER BASE 3x4 HORIZONTAL BATTEN BELOW ACOUSTICAL GATT INSULATION WHERE w � P.LAM. SILL ON 3/4" PLWD OCCURS ,PER WALL TYPES x o I R-19 INSUL, Sheet Contents: 1 , VINYL FRAME W INSUL. GLASS WOOD SIDING 5/8" G.W.B. 00 SEALANT TYP Ali } 1 X 2 1/8" X 12 GUAGE I " °' SHIM AS REQ'D ( ) , , STEEL CHANNEL 5/8 G.W.B. (SEE S EET— WALL TYPES 2x8 WOOD BATTEN PLYWD. �` ` l GUIDE AND STEEL ANGLE °L `� BACKEROD AND SEALANT Q0 :� �� BY OTHER5 2x8 FRAME — WHER IT OCCU WOOD SIDING � SEE ELEV. tow CAO i w , 6 FLASHING �� BATTEN WHERE IT OCCURS '� n SEE ELEVATION 0 U4. P.T. 2X6 PLATE PAINTED WOOD DOOR FRAME 2 WOOD BATTEN J-MOLD AT WINDOW " , o � i I CONCRETE WHERE OCCURS- ABUTMENT (TYP) 1/2 PLWD. .— " " " / All material apperifig herein constitutes the , 3/4 X 2 1/8 X 3/4 X 12 GA 1 4 unipubiished and original work of, the',,,Architect I l 1 v PAINTED H.M. DOOR FRAME and may not be duplicated, used, or;' iiisciosed a_ i ° • -.— _ .............. r ► M STEEL C " I $ CHANNEL HELD IN PLACE WITH 14 X 1 1/2 without the written consent of the,'Architec#; p 4. d i i 2 6 4 ad p /RHSMS & LEAD ANCHORS 1 /2" TYPO COPPER L METAL & HEAD CAP ° 4 l i z INTERIOR SILL d a --• C Q a ° Scale: Ref." t. ; North - H.M. FRAME JAMB CLIPS PER VARIES BACKEROD ANDS • �, " EALANT ) SPECIFICATIONS ¢ - - �1/2 PLWD. llk-s e� ° SHIM A5 REQ'D DOOR PER DOOR SCHEDULE (SEE GROUND r SHEET A5.7 & FA5.3) , o A.B. } VINYL FRAME W INSUL 'G DOOR OOR PER DOOR SCHEDULE (SEE Q' _ I � SHEET A5 7 & FA5.3} „ ' z WIND�11V SILL DO"' FLOOR JAMB . EXT. DOOR HEAD w _ „ „ 8 ,� SECURITY FENCE Dh®t No.. Q SCALE:, = 1 —0 EDm h01 =, _ R S _ SCALE. „ � L L E , _ - " " " P , . , � 1 0 EDmph05 SCALE: 3 = 1 — � � ^�� „ � � � , , V) U a" 2 4 $ all 2" 4" e" 0 EDmph20 SCALE: 3 =1 0 2 — 3#� 1' „ . - _ a~ - 2" 4p e" — a" 4" EDmpp 13 SCALE: �- _p - al' air mph22 , Olr +� .l" apt r C D Y' 1 • e B . C . D E AAPi CITY ' W EDM � D� .� " '�+�MINA i 5/iB G.W.B. OVER MTL. STUDS (SEE WALL TYPES SHT, AX.X)� ,S DATE P P Architecture` , LADS EXAMINER Urban ,Design FLAME BAFFEL BY DOOR MFR, fiX BEAM i Planning (2) 1 /2" G.W.B. I r 14X3" P.H. TRAGIC SCREW Interior Design 1/4 TEMPERED GLAZING i 8 0 C 0 MAIN RUN AND 3 O.C. - I HEAD PLATE BEYOND 0 STACK AREA 1" GYPSUM SHAFTWALL LINER 1,701 Commerce C (PAINTED) DOOR PER SCHEDULE Tacoma, Wvshington , I 98402-3207 PAINTED METAL DOOR "2DB 383-8728 fox 5/B PAINTED METAL GLASS STOPS HOUSING • FOLDING WALL ALUMINUM 1000 Lenora St. N ; i HEAD TRACK AND SOFFIT ASSEMBLY H.M. JAMB Suite 405 SHIM Seattle, Washington 1 PAINTED H.M. RECITE FRAME G.W.B. CEILING 1 98121-27120 _ MTL. JAMB ANGLES "' 206 223-2742 II BEYOND 206 622-9462 fax i FIXED TOP SWEEP SEALS IN Members of DOOR PER DOOR SCHEDULE (SEE The American ROLL —UP FIRE DOOR SLATS (SEE SHEET A5.7 & FA5.3 FOR DOOR EXISTING SLAB Institute of SPECIFICATION FOR FINISH) SCHEDULE) FINISH FLOOR MANUFACTURED ACOUSTIC Architects 4 5/8" WALL ASSEMBLY PER SCHEDULE 100 r METAL EDGE (TYP.) FIRE 'DO HEAD 5 H.M. RELITE 0 DOOR LAMB ACOUSTIC WALL HEAD TRACK ELEVATOR DOOR HEAD TYP, INTERIOR THRESHOLD n ,. 9 >, ,� 17,� n 4 SCALE: 1-1/2" = 1 —0 mph07 SCALE: 3 =1 —0 MPH 11 SCALE: 3 =1 �-•-0 EDmph 10 SCALE: 3 =1 —0 EDmph 17 SCALE: 3 =1 —0 Mph02 On 4" n 160 On nn 4" 8w nn Fyn 4" 8" Ou 2" 4" Bn Fyn 20 4" 8" ' I 5/8" G.W.B. OVER MTL. STUDS (SEE "---_-------------- ------------- -- ACOUSTICAL GATT INSULATION WHERE WALL TYPES SHT. A5.8) 5 8 G.W.B. EA. SIDE OF WOOD __________________ ---------------- OCCURS PER WALL TYPES REVISIONS r. STUDS (SEE WALL TYPES SHT. A3,7) 5/8" G.W.B. EA, SIDE OF WOOD A ADDENDUM 2, JAN 21, 98 STUDS (SEE SHEET Al FOR WALL � TYPES) DBL. WOOD JAMB STUDS, EXTEND TO ' STRUCTURE ABOVE (TYP.) --------_-____ ----------------- . ' f'v P, r •ice �. .}�p, IT" JAMB ANGLES BY I MANUFACTURED ACOUSTIC .''. 4,,', AINTED METAL �•••.:•, •i,, • s ,' ° ,1 l,n ah�` ''4ti' t r �Irrt J`l ,a}� •ti'.`C, }ff7t,•IR if'., I . 9 L f�• i• d- INTERSECTING WALL WHERE OCCURS ��" } R z OOR MFR. PAINTED H.M. RELITE FRAME W r / WALL ASSEMBLY •I. < -i. :,_', _ ,, �, :,1. FRAME CLIPS PER SEE PLANS ,' SPECIFICATION FINISH FLOOR :.• � ( � • r �,,♦, ,. � I i -! ', ¢a,•i 3,, , Jl I �I'!1 P�' flj,TYSr� 7 yiv • it I ,Ir II rJ �'rtrtfi'til, { 'llit61 2 I DBL. 14 GA. STRUCTURAL MTL. STUDS, � DROP BOTroM sEAL 1 GYPSUM SHAFTWALL LINER _ 2 . ABOVE PAINTED H.M. DOOR FRAME EXPEND TO STRUCTURE 5 8" PAINTED METAL GLASS STOPS k� WOOD STUD ANCHOR 2 5" f " 2X FRAMING 1 /2 TYP. ROLL —UP FIRE DOOR PER H.M. FRAME JAMB CLIPS PER Project Title: SPECIFICATIONS SPECIFICATIONS (2) 1 /2" G.W.B. 1/4" TEMPERED GLAZING - L NIPPON c' a A94 /f l VARIES DOOR PER DOOR SCHEDULE (SEE Ty 0 METAL EDGE (`TYP.) �� � F 1 ' - I !� G��Ir! rLf SHEET A5.7 & FA5,3) 1 1 MON"' 8 FIRE DOOR JAMB H.M. RELITE FRAME @ WALL ACOUSTIC WALL HEAD TRACK ELEVATOR DOOR JAMB H.M. DOORZJAMB SIM* ` SAF 2SCALE: 1--1 /2 = 1 —O mph08 SCALE: 3 =1 —0 6 MPH 12 SCALE: 3 =1 —0 10 EDmph 11 SCALE: 3 =1 —0 EDmph 15 SCALE: 3 =1 --0 14 18 l """""' I ` rno U BL Ur MPHO1 013 4n 8" 16" 0it 211 q" 8" of 2" 4" an 0to 2" 4" Sw On 2" 4" 8" COMPLEX, _ r 5/8'G,W,B, 2-2x4 POST 250, 5th Avenue, N. 4xfi HEADER Edmonds, 1 x CASING Washington I MANUFACTURED ACOUSTIC ALUM. CHANNEL GUIDES � WALL ASSEMBLY , MANUFACTURED ADJ. i 10 GYPSUM SHAFTWALL LINER 3 HINGED JAMB 1 4" TEMP. GLASS 3 WOOD STUD ANCHOR t 2X FRAMING ♦ •' .. ---- 5 8" G.W.B, _ _-- 10 SILL BOTH SIDE CONTINUOUS . / AROUND POST - (2) 1/2" G.W.B. 1 x2 SILL TRIM 2Xfi BLOCKING PERMIT SET CONSTRUCTION, SET Jab No,: 96021 ENTRY JAMB/HEAD SIM. ACOUSTIC WALL HEAD TRACK ELEVATOR JAMB SLIDING WINDOW 7 � 11 - �� � 1 S � 19 � I9s�e Date. . SCALE: 3 =1 —D EDmph08 SCALE: 3 =1 Il EDmph 12 SCALE: 3 =1 —0 EDmph 18 SCALE: 1-1/2" -= 1 —0 EDmph29 Un 2" 4" 8n Ow Ln 4n 8n On 2" 4n 8w nn 40 on 1q� }'� - I V) W z 5/8" G.W.B. EA, SIDE OF WOOD SIDI G Sheet Contents: w- STUDS (SEE WALL TYPES SHT. A3.7) 1/4 w S AND BACKER ROD X © ALUM. STOREFRONT DOOR �p " DXTERIOR SLAB �dlf 1 /4 TEMPERED GLAZING Go TYP• WALL CONSTRU N SECTIONAL DOOR SEE A5.8 FOR TYPES DOOR BOTTOM SILL SEAL t Q 5/8" PAINTED METAL GLASS STOPS 0o rn APPARITUS ROOM FLOOR DOOR SWEEP J MOLD ' PAINTED H.M. RELITE FRAME W/ "' SLOPE TO DRAI �" X �' 3/16� All material appering herein constitutes the w " 17 WIDE ALUM . unpublished and original work of 'the Architect 4 ; FRAME CLIPS PER SPECIFICATION AND SEAI.AIVT CONTINUOUS ANGLE OVER THE WIDTH, � -- I THRESHOLD and may not be duplicated/ 'used-,; or disclosed 0 �' co aF THE DOOR OPENING, WELD1 4" X 3" without the written conpar ,of tllie'Architect. orf,~ " f DOOR ASSEMBLY NELSON STUDS TO BACK OF RUBBER BASE PER FINISH SCHEDUL . ,r.. `� ANGLE 0 36" O.C. Scale; R ________ — —,_�+ ON SHT. A5,5 8c FA5 3 --_-----__- -- � / VARIES n EXPANSION ANCHOR 71 SEE FINISH SCHEDULE FOR FLOOR FRAME ('TYP) - FINISHES EA, SIDE OF, 'FRAME co- BUFFED RUBBER RECESSED MAT Sheet No,. 'INTER I,OR RELITESILLARA+D DOOR _ JAM SECTIONAL DOOR HEAD SECTIONAL DOOIR SILL STOREFRONT DOOR THRESHOLD 8 12 16 41w •-�0 MPH10 ALE: — --0 EDnnp�h25 SCALE: 3 1 -�0 EDm h 13 SCALE• 3"-1 -•-0" EDm h 14 SCALE: 3 —1 — SCALE», 3 = 1 — p --r p -- 02 �'j +� _ �� w w Q - ry /� mph E 5 , *'" On 2" w ,8" 0" 2" 4 a , 011 2" 4" 8" W, � e 0" �" 4'" 8" q C D E103 ' ' ' ! 1 V y r , ' , • `) • u y „ £r 4 rr r. • _ , I I , Ir . r ♦ I ' t I , i ! r I' ) •I„ ' 9f •k t v ov D APPR CITY, OF EDMO 11DS ; ' • A, • B • C . D • E •'' DATE BATTEN f STANDING SEAM CONTIUOUS CLEAT 1 ROOF PANEL I 0 12* o.c. P.C. PLASTER PLANS ESA ; LAI L FROM 2) FASTENERS FOR CURB NOT SHOWN FOR CLARITY CURB 2X SOLID FIRE Architecture SEAL END OF STANDING SEAM I � ' . _ RETURN END OF BATTEN � 5 LKG EVERY 10 FT IZONTALLY- Urban' Design Planning ENDWALL FLASHING P.C. PLASTER 2"X 12 VENT SPACE CENTERED ONTO- EA Interior Design ' FRAMING GUTTER STRAP 03V o.c. MAX. l FASTEN THROUGH BATTEN AT CUT CURVED TOP PLATE FROG! (2) SHTS = " " SCREW EACH STRAP TO GUTTER I THIS LOCATION ONLY OF 1 1 B PLYWOOD T- 5 4 X S STN f STL S PER BOX / 1 701 Commerce TWO FASTENERS PER PANEL MIN. 1X2 NAILER I 8 .. CREEDS ALL AROUND Tacoma, Washington J l = SCUPPER BOX, APPLY SEALANT AROUND BOX 98402-3207 Z-CLOSURE - CUT TO FIT -_ NYLON MESH (CONTINUOS} 206 383-8700 AT SCREEDS . i —-----__.�____-- �206�' 31�3--8728 fax BETWEEN BATTENS APPLY CURVED METAL COPING AT TOP OF WALL GUNNABLE GRADE SEALANT ROOFING MATERIAL " 1000 Lenora St. ODIFY PANEL TO HOOK AROUND CLEAT I BETWEEN PANEL AND CLOSURE .{ " CUT BACK CANT TO ACCOMMODATE SUPPER -BOX suite 405 AVOWING FOT EXPANSION AND FASTEN FLASHING TO 4X4 CANT C%I8 EXTEND ROOFING INTO BOX Seattle, Washington 1 . 1 98121 —2720 CONTRACTION I Z--CLOSURE 0 12 ox. MAX. � ' �.� .. 206 223 2742 ���" ��`•��`�• i ~` .4" PLYWOOD ROOF DECK 3 J4" PLYWOOD ROOF DECK 206 622---9462 fax �, `• ���� CONTINUOUS CLEAT APPLY COW. .,• .. r " GUNNABLE GRADE SEALANT BETWEEN _ ��-�� CUPS 0 24 ox. MAX. FLASHING AND CLEAT FASTENTHROUGH ���` `� �? BATTEN STANDING SEAM Members of ; :4 > > POINT OF CAULK 012" ox. NOT MORE �'��- _ ROOF PANEL '�: 2X4 PARAPET WALL I stit he tee i flan THAN 2 UPHILL FROM EAVE 4-PIECE CURB FLASHING UNDERLAYMENT f Arch"rtects ASSEMBLED IN THE FIELD,f� CONTINUOUS GUTTER -ALLOW FOR S�Op�, EXPANSION AND CONTRACTION f. I CONTINUOUS GUNNABLE SEALANT AA07e : 5(Ui�aeltf / W01-041YI/4741 Y EAVE GUTTER ISOMETRIC 5 CURB FLASHING.. ENDWALL 13 ROOF COPING 17 ROOF SCUPPER. 7 SCALE: 1-1/2" 1 -0 BHP1 SCALE: 3/4 - 1 0 BHP4 SCALE: 3 -1 -0 RHP8 SCALE, 1-1/2" - 1 ^0 EDmpd04 SCALE: 1 1 /2 -- 1 0 EDmpd07 0" 4" 8" 16" OF' 8" 16" 32" OFF 2" 4" 8" 0" 4" 8" 16" oil 4" 8" 16" UNDERLAYMENT VENT PIPE VTR WOOD SIDING REVISIONS FOR THE SMALLER PENETRATIONS WHERE THE (VTR) BASE OF THE PIPE FLASHING WOULD NOT DAM 2-2X E ADDENDUM3, FEB 2, 98 FIELD CUT PANEL AND UP THE WATER IN A VALLEY, THE EPDM PIPE EPDM PIPE FLASHING 2X SOLID FIRE INSERT INTO STARTER FIELD CUT PANEL AND FLASHING IS NOT REQUIRED, LKG EVERY 10 FT IZONTALLY ADDENDUM #5, FEB 1, 98 INSERT INTO SRTER STRIP " " AB IC80 CHECK, #2, MAR 31, 98 . STRIP SLOPE INWARD TO ROO 1 X 6 VENT SPACE CENTERED ONTO EA. , STARTER STRIP SEAL 0 BASE W/ GUNNABLE SEALANT FRAMING STARTER STRIP APPLY GU E " X 3" STN/STL SCU OX GUNNABLE GRAD APPLY GUNNABLE GRADE ROOFING 8 SEALANT TOP AND BOTTOM , T SEALANT r TOP AND BOTTOM � APPLY SEALANT AROUND BOX , „' r; Pry' w1 i ri'zy tr; I f, � RAKE TRIM AT SCREEDS 3/4" PLYWOOD ROOF DECKAl4 RAKE TRIM CONTINUOUS CLEAT 2X6 BLOCKING SPACED 4" APART AT ,. �;, ; ,� ;:, - - - FASTEN 0 12 ox. �'' � � � P � � I;F r �: � �;,. _ _ - �,, THE MIDPOINT OF EACH JOIST SPACE ..s+ �1`� 1, - _ _ - =�- AND ATTATCH TO RAKE TRIM �- �� CUT BACK CANT TO ACCOMMODATE SUPPER BOX ' I == =_ � . �. FOR VENTING - - -- _-- -I -,.� C EXTEND ROOFING INTO BOX 5 '" 2 I III • ,;, GLULAM BEAM _ 2 C04 >< I>Akll I 3/4" PLYWOOD ROOF DECK CONTINUOUS CLEAT NAIL 0 12" ox. AND � ' � 5 ATTATCH RAKE TRIM P�rajeat Title: ' UNDERLAYMENT I� spa 2X4 PARAPET WALL BASE , ROOF PANEL EDMONDSl RAKE RAKE VENT FLASHING BEAM SUPPORT Wz VENT ROOF' SCUPPER 10L C, MIN PU SCALE: 3 =1 -0 BPH2 SCALE, 1-1/2" -- 1 -0 6 BHP5 SCALE: 3/4 = 1 -0 BHP9 SCALE: 1--1 /2 = 1 -0 14 EDmpd05 SCALE: 1 ^ 1 /2 18 = 1 -0 ' ' EDmpd08 D 0" 2" 4" 8" c'F 4" 8" 16M O" 8" 16" 32" 0" 4" 8" IBM 0" 4" 8" 16" BATTEN/STANDING SEAM ROOF PANEL UNDERLAYMENT WOOD SIDING . 1 BERGLASS ALL AROUND DESIGN SPAN ROOF PANEL CONTINUUS CLEAT 012" oac. CUP ENDWALL FLASHING W f INTEGRAL FLASHING CUP - CONTINUOUS CLEAT, APPLY CONT. GASKET 19.2" , 250 5thAvows N. MODIFY PANEL TO HOOK AROUND �� GUNNABLE GRADE CAULK BETWEEN METAL ROOF PANELLING CLEAT ALLOWING FOR EXPANSION - FLASHING AND CLEAT. FASTEN Edmonds,AND CONTRACTION i THROUGH POINT OF CAULK 0 12" 3 f 4" PLYWD. SHEATHING3/4" TdcG PLWD SUBFLOOR VALLEY FLASHING O.C. NOT MORE THAN 2 UPHILL 12" Tit - SEE STRUC, Wash1h0on TJI JOISTS 0 MAX. SPACING GUNNABLE SEALANT FROM EAVE OF 19.2' O.C. ° FASTEN EACH STRAP TO GUTTER UNDERLAYMENT MIN. 3' EACH SIDE GUTTER STRAP 0 36" O.C. MAX. CD 4" ROOF ` 3 _�. CAULK END OF STANDING SEAM r 3 3 ! CONTINUOUS CLEAT APPLY TWO _ ROWS OF CONTINUOUS GUNNABLE GRADE MODIFY PANEL TO HOOK AROUND BASE LAYER-5 f 8" G.W.B."X" SEALANT BETWEEN FLASH AND CLEAT CLEAT ALLOWING FOR EXPANSION .�� METAL FURRING CHANNELS 0 16" O.C. FASTENING THROUGH POINT OF AND CONTRACTION MIN. TJI AND WOOD BLOCKINGIV SEALANT 12" Dec, " 2 , LAYERS 5/8" G.W.B,"X" GUTTER / DROP OUT AND DOWNSPOUT R-3O INSUL 1 AS REQUIRED FOLLOW UL FASTENER DIRECTIONS ULI E 538 TJI'S PERMIT SET 5/8" G.W.B. TO INSTALL G.W.B. AND METAL CONSTRUCTION 5ET , ' . 8'5 FURRING TO TJI JOISTS. 5/ „B, 2x FRAMING - SEE STRUC, ' Job No.:, 9�6021 ,l 2HRRATED CLNG FLR ASSMBLYROOFVALLEY EAVE GUTTER ENDINALL HATC ' . ,� � " � � ," � n 15 � ,� � � Issue Date. SCALE: 1-1/2* = 1'-0" BHP3 SCALE: 1-1/2" 1 0 BHP6 SCALE: 1 1 /2 1 © EDmpd02 SCALE: 1-1/2" - 1 0 EDmpk05 SCALE. 1 1 /2 - 1 EDmpd 14 O.F 4" 8" 16" 0�� 4" $" 16" 0„ 4" 8" 16" OFF 4FF B" 16" 16 IF - GUNNABLE GRADE SEALANT P.C. PLASTER WOOD SIDING ' Z-CUP W f ONE FASTENER w METAL ROOF AND DECKING CUT TOP PLATE FROM (2) SHTS _j PER CLIP AND GUNNABLE GRADE 2X SOLID FIRE F 3/4" PLYWOOD 2-2X TOP PLATES Sheet Contents:! , z SEALANT BETWEEN PANEL AND CUP w Q °� TRUSS BY MANUF. BLJ{G EVERY 10 HORIZONTALLY " " . < a 2 1 SPADE CENTERED ONTO EA. 1 X 6 VENT SPACE CENTERED ONTO EA, x a ���' SLOPE INWARD VENTED RIDGE FLASHING � JOIST SPACE IN ROOF FRAMING JOIST SPACE IN ROOF FRAMING N TO ROOF " PET, 2X4 BLCKING BTWN VENT SPACES P.T. 2X4 BLCKING BTWN VENT SPACES DETALS Air SUPPORT AS REQUIRED ,- a�TFUMNO AM RIER OVER EA, VENT POLYESTER MESH BARRIER OVER EA. VENT ' roux • M � �. L-CLOSURE CUT TO FIT BETWEEN STANDING � �- UPML OF _ SEAMS, APPLY GUNNABLE GRADE SEALANT !I ONTINUOUS SHEET M CAP ` Q o , � � rM BETWEEN PANEL AND CLOSURE 2xLER REINFORCING MESH co G Aum F0 � AM 2" 00 rn CONTWOM i� �� .�. FINISH COAT , FASTENER THROUGH ' BATTENS ' o do �ie`�'" THIS LOCATION ONLY S P.T. 1 /2" PLWD SHEATHING R.T. 1 /2" PLWD SHEATHING w z TWO FASTENERS PER PANEL MIN. ROOFING BITUMINOUS ROOFING SYSTEM ,I ~ a' Fuse10 °O •!' 4X4 CANT °° All- material appering herein cnnstitut4�, the 4X4 CANT �•" unpublished and on inal' wor' f' `the ,Architect ~ 4 PERFORATED METAL ' !. " and ,may not be dupllc6tec�, us id,' or dlsatased o ' o a FASTEN RIDGE FLASHING TO Z-CLOSURE 3/4 PLYWOOD ROOF DECK 3/4" PLYWOOD ROOF DECK without the written gansent a `, thq. �Ardhi ect °�- x--exaau air m �r @ONE PER CUP e �y R30 INSUL. t `. Scale:-ROf,��, 'Nlo�rth . o� VAPOR MEMBRANE 2X4 PARAPET WALL 2X4 PARAPET WALL TRUSS BEYOND CLIP :.�. M MOM Z-CLJP (PRE --PAINTED TO MATCH ROOD ' ¢ WITH, ONE FASTENER PER CUP do 'I , , p' _. 1 , ' < . GUNNABLE GRADE SEALANT BETWEEN w PANE AND CLIP Sheet No.• , , 11 1If If , r o " BUILTIFIIFIIM�IN'TYP. US R OF INSUL. ROOF COPING ROOF'BUTTER VENTED RIDGE R S O COPING -81 of " 12 16 " 2 O I - _ '� " bh 10 SCALE: 1-1 2 = -r0 BHP7 SCALE: 1-� 1 /2 = 1 -0 EDmpdO3 SCALE: 1---1 /2 = 1 - 0 EDmpd06 SCALE: 1 �-1 2 = 1 --0 EDm d'09 z' Q SCAL.E� 1 1 / 1 0 0BE 4» 8» I 16" p O» - 4» s" 16" 0" 4" 8" 16 " , 0 8 16" P , ' 4" 8" 16" • A B • C • D • E �. , " e C E „ • D • ■ I IT f APIumahROVEN.F, IL 4 + V. CITY OF REGLET/SCREEN, 4 1/2 4 1/2 ROOF SUPPORT MEMBER DODS CONTINOUS CLEAT 012" o,c, - STUCCOdo do 2 2 ! •� ENDWALL FLASHING r r -- METAL PLATE BEHIND DATE Architecture -` Urban ;D?0icgn, ' " Planhin+g GASKET " BOLT f 1 PLANS EXAMINER r, , 1 1/ � � � 1 1 " In#erior, ,Design I - METAL ROl 01 4 OF PANEWNG - / ' WASHERS / 1 1I2" " WASHER , I a, 3/4 PLYWD. SHEATHING 1701 Co mrnerae' PERPENDICULAR TO I N Tacoma, Washington, 1 1/2" �- 98402-3207, ,I IT ROOFLINE I 206 383' 8700 I SPACER 206 383-8728 -fox, MAINTAIN 1" MIN., AIR r -' I F — r� 1000 Lenora St. SPACE ABOVE INSULATION I Suite 405 "' Seattle, Washington 1 STOCK 1 1 2" die. STN, SPACER I I I, I I RAFTER SUPPORT MEMBER 1 98121--2720 _ � =,; .:� r 2xfi KNEE BRACE I I I -SEE STRUC. 206 223�-2742 ' GRAG BAR LENGTH AS " " �206) 622 -9�462 fox ' ON DRAWINGS I ! ,_ 1 1 I TJI AND WOOD BLOCKING SEE STRUCTURAL ' _ Members of R-30 INSUL. - - FASTEN WITH 4 #8 x2 STN. The American Institute of STEEL RHWD SCREWS% -r I Architects PERPENDICULAR TO ' 5/8" G.W.B. BUILDING FACE I r , 2x FRAMING - SEE STRUC. 2x STUD WALL I DOUBLE 2x8 COLUMN PoCa PLAN. WALL IATL ROOF DETAIL FING G KNEE BRACE 0 WALL KNEE BRACE @ ROOF COLUMN HEAD I I 1000001111 5 19 13 SCALE. 1 1/2 - 1 Q o,� 4" e" 16" EDmpd1 Q SC210 4" ALE. 3 - " ED pr04 SCALE: 3 =1 -0 " " " EDmpp01 SCALE: 3 =1 -�0 '„ """"" ' ' EDrnp06 SCALE: 1-1 /2" _- 1 r-0" EDmpp10 Ba 2 4 $ o z 4 811, O.r 4" a" 16" • ■ _ 2x6 CK 1 1 /2" die STN ?Jt4 FRAME WffHOVER, 3 PLYWOODI�NT� STL -BAR, LENGTH AS REVISIONS 3 SHEATHING OVER. P, . � ' WITH CONC. SLAa• sE RE Wil POWER SHOWN ELEV. DRIVEN EASTERNERS. WASHER I ROOF SUPPORT MEMBER 2 0 3 ADDENDUM #3, FEB 21 9e I WOOD SIDING r 3s' LONG CUFFING R G 1 3/e' STN. STL A ADDENDUM,15, FEB 13, 98 P. LAM COU R TOP ON 1COVERING o�A L SIDES 3/4" PLYWOO WELD AND GRIIND c� BITUMINOUS ROOF ASSEMBLY SYSTEM CORNERS SMOOTH FASTEN WITH 4 W STN. STL RHWD SCREWS_- ao FASTEN WI1H y 1 -/`� r, Yx ' !, ,` ,et , 4+1 '. .' N r •.}n xr try X i r, 1 it4 y /1■ L`•TN �T1•}'V.E,r• ' r ,rYh i, •' .,b!r •.{4 ,Vd t`, ry Q r n �i � �M - Y ,,,} , , tl , 1' 1 L :11+, i ! 'e l } 7ty;!Jti fif�,, ,Cb• 4r1 '' 4X4 CANT LAC BOLTS — ONE PER SIDE, y�'r -'' "'•, ; ` I I• .,, .,,. J•` ;_,'; "„�;�: ?�;.'' , ,��;K�:.�r SHELF ON RECESSED - , STANDARDS, 1YP. ;.. . "101h. , 2 R-30 RIGID INSULATION PANEL �. ` I 3 " 2xfi KNEE BRACE i '�� � I � • ,; �, FIT TIGIM AGAINST FLOOR 'r ` 5 '+ 3/4 PLYWD, SHEATHING I WALL BASE - REFER TO FIN, ' SCHEDULE Project Title: -----sLae 1'-10" ' FLOOR LINE y WELD OF • 5/8" G.W.B. 3" ' ' 'E` 3 3 U P.C. PLASTERWALL S T FING BENC KNEE BRACE 00' WALL KNEE BRACE @ ROOF PUBL 2UN E' SCALE: 1-1 2" = 1'--0„ EDm dl1 SCALE: 16" = V -0" "_ '_ '_ n .... „ , / p mpr03 SCALE: 3 1 0 EDmpp02 SCALE: 3 -1 0 EDmp07 SCALE: 1-1/2 _ 1 --0 E poll 0" 4" 6" 16" p" g" 1' 2' 0.� 2" 4" 8" 0" 2" 4" S" 0.. 4" 9" 16" comp , STOREFRONT WINDOW DOUBLE 2x8 COLUMN ' FRAME , 3 BOLT TO WALL BOLT _ I Poll SECURITY W 2 8 2%% ����. Via. METAL CAP FLASHING " „ I h�monds 4 4 � , ANCHOR BOLT „ I 1. n , 1 /2 PLWD SHTG N NMI P,C.PLASTER lk �' 1 I I 4 — — — ° — w CONTROL JOINTS , I I I CONCRETE BASE SCUPPER DRAIN f CONC. BENCH " I 3 R-30 RIDGID INSULATION BOARD I I - °iC I � 6xB/1.4 1.4 WWM I I #4 X 1 DOWELS, 24 ox. � r' EPDXY SET IN CONC. all �I SLAB, EMBED 3" - . !Z a .4 •Q I LA 80 � 1 Will t 4� 4 d• n r a a a y s a ' 8 d * it 28.,•2■ a ° •'� a Nr I °° ` e C ' °a . 4 i G.W.B. W/EPDXY P. r' 013 a ' - PERMIT SET .! C ° a a CURTAIN ROD ��7NSTRUCTIUN SET ;1 • 4 Ar ea - • 4 �d r J A 11 , A i d • e w r a b a A d o � r a 1 rr 4 a 4 1 r a a -6 d SLAB r Y r o ` 1 ad M ed a A A Jab Nbr: 960211 SCUPPER DRAIN CEL H KNEE BRACE WALL COLUMN BASE /� 3 r — �� q 7 r = r_ q 1 1 „— 1 1 „ f „ I Issue Date: aaJusrAeLF/REMovAeL.E SCALE: 1-1/2" - 1 0 0" 4~ e„ 1 e" EDmpd 13 SCALE. 1 1 0 0" " 1 r Dmpr02 SCALE: 1-1 /2 - 1 -0 .. " " " EDmpp03 SCALE: 1--1 /2 = 1 —0 '„ "'��' ' ' EDmppO SHELVES 0 4 $ 16 D 4 8 16 i I 2-9"98 fr�l1� CD -._ 3 1 /4" c3 - J m ENTRY CANOPY OVERHEAD �- N Sheet 'Contents: z,r' EXTEND FLASHING TO CANOPY � _� ROOF OVERHEAD 2d ROOF STRUCTURE o x © 3/ " VENTILATION LOUVER , FIT TIGHT TO ROOF o IN DOOR PER SCHEDULE (,�,� ,I 2" A \..�....".�. Cori " tO "L/ I LS '•' �i 1 5%8 00 I I 6 Y a� SUPPORT POST ¢ _ - la it r wM 1z ROOF SUPPORT MEMBER _ ;1 o �-wom s VERTICAL ROOF SEAMS FIELD APPLIED RESIN ,� g co am ROOF PAN IMPREGNATED FIBERGLASS " i ear �IrYr •�•. ,Irl„Ilr e,� } r t . TUCK FLASHINGS INTO . - N p X X SPACER I FABRIC ON ALL SIDES � , ,� - << ' D . r' ," , r o -i- LJJ.0.4-1 �-r� �r-�' �-r �-Al -A-ram ;A — FLASHING SEAM N �, 8 ,� _ - AN BOTTOM III FLASHING ;;, - H.MTL. DOOR FRAME �.r All material appering herein tonstitUt�es�thi+ ` L'- � _ d� ,..., _ I' d original w f,'t A ctirtedt= I unpublished 'an on in l o k' o Lie' r ` y bt be 'dpplicated, us#d,, or dld �os`etl and mo n en a of the,' FW{�H PIJISIFR � - - without' the writt 'cah nt, SEALANT ALL AROUND DRAIN SEE MECH. Arcl�itaot. 1 ll FLASHING OVERLAP - == ° ' - - "'- SLOPE TO DRAIN NEOPRENE GASKETED a � " 1/4' PER FOOT Scale: Rifr Ndr, ' ' I " P I jr til I SELF TAPPING SCREWS 2 , p� M VARIES 0 4" O.C. SET"ALL FLASHINGS I IN CONTINUOUS SEALANT BEDS e WASHER • 3/4 PLYWOOD 81 BASE oF-- MID BOLT TIES HEAD 3� I " � co -0 Q 5 I-, M1, r : COLUMN FLASHINGtoo .Shut' �la.R'IT NGKNEE BRACE ROOF' , COLUMN DRY NG, C LO S E w .:_ — Dm m04 SCAM, 1 r-1 2 — 1 --0 EDMPD02 . SCALE: 38­ � 1 0 — _ — y � � q ' V = r i A SCALE: 3 P / EDm OS SCALE: 1 1 2 1 0 EDm 09 .- s " " P / PP SCALE 1 --� 1, ED , 's ' " ' t3" 2" 4" B" 0 4, 8 ' 1 B op` ' �" 4" 8" ' 0" 4" 8" 18" � � pa09 4 1 ` ;x U 0" 1 /2 ' t., A " C p E ,� r a ; r , , _ yf4 R - r r F { r - - i , r F K I 4 J '• , , -ol � ', a' I I. r r ! , ,• '',` 41, ' ` ''; '!.` ,l ly P •'U `, r . r ., i f .., ✓ rr"•' .f I , ' ` ! ' , r , . • , , - - - . I . . • I 1 - ,(. , ,. n • 1' ' a `` .4 ' , , , !S''; _ . , 1 } , r , 'I ' ,`' % ' nl, i• •y . , , • , , 1 • ' i _ ' itl ;'1 i ` • e i , `YI ' i 1 ' IRM1I l I • I _ rl'- „1 f Ar 0VE1..1i,_i j' C iT D A B . C • • � I . DATE r, � , f, ,, 1� . • . PLANS EXAMI 2x4 . STEEL STUD FRAMING -- DINATE r 2x STUD WALL BRACE AS REQ D CUQR BLOCKING IN WALL • ' - Arc h it0tv'ro, _a NOTES. NOTES. - WITH, DUCT POSITION TES r - --�-- 1. REFER TO SPEC CATIONS Planning Urban De��gri •{ 1 BOTTOM OF TJI 1. REFER TO SPECIFICATIONS 1. REFER TO SPECIFICATIONS BLOCKING IN WALL 1. REFER TO SPECIFICATIONS LOW VOLTAGE LIGHTING F BLOCKI N WAL FOR CASEWORK SYSTEM SEE ELECT. FOR CAS EWORK InteriorDesign he ' CABINET TOP OF (2) LAYERS FOR CASEWORK FOR CASEWORK _ . ' CONSTRUCTION MATERI AND OF 3/4" PARTICLE BOARD, CONSTRUCTION, MATERIALS AND CONSTRUCTION, MATERIALS AND CONSTRUCTION, MATERIALS AND 2X4 AT 16'" O.C. WD. SiTUD , ' WITH P-WLAM FINISH HARDWARE, 'UNLESS NOTED CA ET TOP OF (2) LA S CABINET TOP IC (2) LAYERS HARDWARE, UNLESS NOTED HARDWARE, UNLESS NO D - - OTHERWISE O 3/4" PARTICLE BOARD, HARDWARE, UNLESS NOTED OF 3/4 PARTICLE BOARD, WALL, GWB ONE SIDE OTHERWISE , ' r 1/4 PLYWOOD SPACER ITH P�--LAM FINISH ' OTHERWISE WITH P-LAM FINISH OTHERWISE 2 Tacoma, Washington - 2. REFER TO INTERIOR 2, REFER TO INTERIOR 2. REFER TO INTERIOR V 2. " " " 1 /4 PLYWOOD SPACER REFER TO INTERIOR ELEVATIONS FOR CASEWORK 1 /4 PLYWOOD SPACER ELEVATIONS FOR CASEWORK 984(2�3207 DUCT Li 12 N- SS 1/2 ELEVATIONS FOR CASEWORK LAYOUT INCLUDING DOOR AN PROVIDE REMOVABLE ELEVATIONS FOR CASEWORK 206 383- 8700 " LAYOUT INCLUDING DOOR AND INCLUDING DOOR AND " PANEL TO ACCESS LDW LAYOUT'. �206� 383�-8728 fax ` 6 0 ER ISE DRAWER CONFIGURATION. —1 smp " DRAWER FIGURATION. 24" UNLESS �- DRAWER CONFIGURATION. VOLTAGE _LIGHTING • c 4 NLESS BALLAST'S 3. ALL EXPOSED CABINET 1000 Lemora St. Fh 2 r 3. ALL BASE CABINETS, 0 E SE NOTED "� 3, ALL EXPOS CABINET OTHERWISE NOTED "' 3. ALL EXPOSED CABIN SURFACES ARE TO BE MAP Suite 405 Jv �n EXCEPT SINK CABINETS, ARE •- SURFACES ARE TO BE ACED I IN %TO BE EQUIPPED WITH A MIN. SURFACES ARE D BE FACED EXCEPT FOR THE BACK PANEL Seattle, Washington -- WITH PLASTIC LA NATE- WITH PLASTIC LAMINA _ 77 WHICH HAS A TACK BOARD 1 98121--2720 1 � '���' a REFER TO 1NTOF ONE �ELEV. FOR LE LF' � 1 SURFACE 20fi 223 2742 , 206 622 — J462 fox i " ADDITIONAL REQUIREMENTS. 1 /4" X 3' OVAL HEAD, MIN ; - (2) 1 /2 DR 5/8 " " 11 STAINLESS STEEL, SCREWS H . I G.W.B. TO FORM 4. ALL WALL CABINETS ARE TO 1 /4 X 3 R.H. SC EW TO COUNTERSUNK -8 CURVE W, ° BE EQUIPPED WITH A MIN. OF C4 BLOCKING AT 24" 0 C., Ti o UNIFORMLY SPACED. HERS, Me bers of rican ONE ADJUSTABLE SHELF, - i Instit ee of 4 v ;. EXCEPT FOR CABINETS n RATED WALL SYSTEM, BEYOND, FIXTURES PER SHORTER THAN 18 IN HEIGHT, ArchEte is FRISCHEDULE REFER TO INT. ELEV. FOR VENTILATION LOUVE IN DOO SEE WALL TYPES. 4'-1" 3 -11 1/2 ADDITIONAL REQUIREMENTS. Dim PROVIDE "(6) ADJ, 1 " 5 ALL EXPOSED CABINET NET 1 /4 X 1 D X36 , EDGE 10 0 I SHELVES N SURFACES ARE TO BE FACED " WITH .1" DRADIUSSCORNERS, WITH PLASTIC LAMINATE COAT ROD, TYPICAL 1 /4 X 3 R.H. SC EW TO BLOCKING AT 24" O C,, TYP. TYPICAL DIAS SOFFIT 1 /4" X 3" R.H. SCREW TO 1 I.On EDm 14 z BLOCKING AT 24 O.C., Ti SUPPORT BRACKETS IT SCALE: 3/8 1 0 pp W WALL SURFACE BEYOND WALL SURFACE 8EY0 RECESSED STANDARDS, MIN. o•� �» �" ��" WALL SURFACE IL OF (2) PER SHELF I ' w 4" P--LAM. BACKSLASH ON Q LOCKABLE CABINET TYPICAL. " 1 /4" SLIDING GLASS DOORS 3/4 PLYWOOD, TYP. � ON ALUMINUM TRACKS AND 24" UNLESS 1 /4" X 3" R.H. SCREW TO v_� ,,, - FRAME. TOP AND SETS _ WILSONHART OTHERWISE NOTE BLOCKING AT 24 O.C., TYP. �!' 16301 (4 6) FLORINTINE TOP AND FRO NT � LOCKABLE CABINET Ti REVISIa ' " P-LAM. COUNTER TOP ON 3 _ I 3/4" PLYWOOD o 3/4" PLYWOOD BACK PANEL 3 4 LAYERS CROSS BANDED %'� WITH TACK BOARD SURFACE 2 ADDEIV M2,' JAN 21, 98 UNDELAYMENT " 3/4" PLYWOOD SIDE, TOP AND 3 ADDENDU I3, FEB 2* 198 2X STIFFENER 0 16 O.C. , ° 1 4" X 3" R.H. SCREW TO BOTTOM PANELS WITH MAPLE ' FACE �- 1 2" BIRCH VENEER ° � 1 /4" X 3" R.H. SCREW TO / TYPICAL 2 I BLOCKING AT 24 O.C., TYP. ° BLOCKING AT 24" O.C., Ti VENEER SURFACE , . PLYWOOD MITRE ALL EXPOSED CORNERS _ 3 4 A�-C PLYWOOD STRUCTURE I a " _ " PROVIDE (3) A ; , I` :,il "f° ,e9;•Iti; ` ; ', ' I ADJ. SHELVING ON RECESSED 1 O P.LAM OVER 1 1 B PLYWD. DJUSTABLE " �, ,/ SHELVES ON RECESSED. }, REMOVABLE PANE STANDARDS --,,. 'S,.1, ,::. a ' r , Y',z'.Y"r, w , kr L FRONT oo MAINTAIN CON T SHELF STANDARDS PER CABINET •� , ,,f;" �, , z' i < � �, I �� :'� ,r ' 1 . S ,^iI 'ti• Irr ,11 'n BETWEEN LOCKERS 4. :. 2X4 AT 16" O.C. WD STUD ^ �` ' �" ` BULLET ROOF PANE " T B P L IN FRONT OF WALL WITH GWB ONE SIDE PER 2 � JUDGE ONLY SCREW TO MUDS P 1 MANUR RECOMMENDATIONS 2X4 AT 16" O,C, WD• STUD 10 2 FRONT PANELS -- WHITE BIRCH VENEER, o WALL 2 ST N ITO MATCH DESIGNER'S SAMPLE 01 3 2X4 FRAME WALL 4 Zx3 SUPPORT WALL BASE REFER TO FIN, BASE, SEE FINISH SCHEDULE ., 1 2" CDX PLWD " SCHEDWALL ULES, REFER TO FIN, � 3 � 2 "I SCHEDULE Pro jec Title. WALL BASE, REFER TO FI 2X6 0 16" O.0 2" FLOOR LINE SCHEDULE FLOOR LINE FLOOR LINE ; OR ALTERNATE APPROVED FRAMING METHOD. FLOOR LINE O ' S I 2 3/4 I , WILSONHART 6301 (416) ` r N OF. FLORINTINE FRONT` 3" 2X P.T. PLATEE�DMQN,DS = STORAGE CABINETCA - E .• ��I WALL & BASE CABINETS LOCKERTYPICAL , DIAS SEC CN14 - � " " � n � " � � '� — '— " - m o04 SCALE: 1 " � 1 `-0" m o05 , . - , '— EDm 15 SCALE: 1 = 1 —0 mpo01 SCALE: 1 = 1 �--0 rnp003 SCALE: 1 — 1 0 p i p » p D SIC . 1 0 0" 6 1 i 2' p 0" 6" 1' 2, 0„ ' 2' On fi 1 2 OM li i i Zx STUD FRAMING — SEE WALL TYPES ' FLOOR PLAN FOR WALL ASSEMBLY 4 i MIRROR i LIGHTING SEE ELECTRICAL 2I_0" SEE ACCESSORY SCHEDULE - ' " " CERAMIC TILE WAINSCOT, WHERE IT 1 0 3 4 COUNTERTOP & OCCURS, SEE FINISH SCHEDULE 1 1�2" DIA. HANDRAIL ENTRY MAT 2 � 2 1 /4"5tv. 1 BACKSPLASH W/ SEE SPECS. P-LAM FINISH 6° �• " CENTER COAT HOOK ON TILE, Ti 3 STEEL SUPPORT TERRAllO EDGE Edmonds,'' CHANNEL FRAME, ALL f ° 4 SIDES HEAVY DUTY COAT HOOK, _ T TERRAllO"' __ ATACH COAT HOOK TO WALL PER . o 0 0 0 P-LAM NOSING MANUFAC. INSTRUCTIONS. _ N I (2) LAYERS OF 3/4" T PLYWOOD WITH P-LAM 3 FINISH, LOCATED � " q BETWEEN LAV S .� 1 /2 DIA. SOLID STEEL ROD a 3/8" LAG BOLT TO BLOCKING IN WALL i BLOCKING AS REQ'D I ' 4. 1 /8" STAINLESS STEEL WD BLOCKING PER DETAIL 4C/A8,3 PLATE BENT TO FORM FACE OF WALL CONCRETE FLOORING ---I -A' OUR SHAPE, WITH " SEE STRUC. PERMIT Er ' EASED EDGES WOOD STUD WALL, SEE FLR. PLAN 3 DIA, x3/8 STL PL, w/ (3) CONSTRUCTION ' SET z 3/8 M.B. WITH FOR WALL TYPE 1 � 1 /4 FASTENERS (COUNTERSINK HEADS) WASHER BOTH SIDES CEILING 4" NOTE: ALL EXPOSED SURFACES ARE TO BE CUBE GRID IFFUSERdo FACED WITH PLASTIC LAMINATE Jab No,: 9021' F INSTALLATIo MOUNTING HANDRAIL BRACKET DETAIL ENTRY MAT DETAILCC�UNTER SINK C�AT HOOK Issue Date:C H 3" _ 1 " iii9 " SCALE: 3 -=1 --D 12 1 m n 11 SCALE: 3 =1 —0 m k01 ��� ' _ " EDm ir01 6 SCALE: 1-1/2" �- 1 —0 m po 15 SCALE. 3 1 0 „ " H " m pr03 » " " P » . „ » p I SCALE: J' O 0.42" 4" " p 0„ 4" 8" 16" 0 2 4 s 0 2 4 8 0 2 4 8 2--9-�98 c� �" R LINE OF LADDER REF, DOOR SCHEDULE REF. DOOR SCHEDULE IIIm CENTS Sheet Contents: z 1 f6Fri REF, STRUCTURE FOR RUBBER REDUCER STRIP GWB GWB INSULATED HOLLOW METAL X 0 ELEV. PIT DETAILS REF, ARCHITECT FOR COLOR FACE F BUILDING LS MATERIAL BEYOND DOOR - SEE SCHEDULE ��im' 1 REF. SPECIFICATIONS 00 FOR DETAILS V.C,T,, CARPET, TILE CARPET (SEE FINISH SCHED.) LINOLEUM, RUBBER, OR RESINOUS 0- o FLOORING (SEE FINISHE SCHED.) RUBBER RUBBER I I BASE BASE WEATHERSTRIPING ; l T rr-_ , o SHEET FLOORING DOOR BOTTOM SWEEP Ia ° ° VCT OR CONC. CONCRETE FLOOR • • �• .I z .a ° I.i CARPET Afl ,material appering herein constitutes 4he �-- I ° REFER TO FINISH 4' unpublished and original work,of the•'Archite�ct 0 U 4 ^ C 4 4 and may not be duplicated, usgd, of disclosed W _ 4 I SCHEDULE without the writt6rt consent of the Architect. Q 0 i 2' 0" 2'x2'x2' SUMP a ,} r. � ` w -y q A a d o I Scale• R®f• ^,N,orth ` IA • • ° ' I CONCRETE FLOORING REF. STRUC. CONCRETE FLOORING REF, STRUC. d 4 d A - (ACCESS WHERE FLORR OCCURS) (ACCESS FLOOR WHERE OCCURS) a. a a G d 4 OXIDIZED OR SIMILAR NON -SLIP ; WATERPROOFING •� , FINISH THRESHOLD REF. SPECIFICATIONS TERRAllO CONC. CaNC ; OR TYPE AND LOCATION CARPET OR PORCELAIN x PAVER, REF, FIN. SCHED. REF, PIN. SCHED, ? it Sheet No.: 0 FLOOR EXT THRESHOLD DETAIL�[DETAIL TRAN�IS'TION'D-ETAIL ' RUBBER BASE ,•,• Z � TRANSITION ` �ELEVAT�R PIT DETAIL, . 1,� - _ 1 B I �" _'-- m k03 SCALE: 3 1 —p EDmpjO1 SCALE:1 3"=1'—O" rn k04 4 .� '-- "• mpg01 SCALE: 3 —1 -+O mpk02 SCALE. 3 1 0 » P » Za �» 8" » p ;I .5, ' . ' SCALE. 1 f 4 1 4 - Q., 2" 4" �» n 2. 4 e o o 4 e ' r } • f ` • • 1 ' • ' . B e .. . • , C _ T • - l . I 1 , ' , _ . , 11 , Il •1 ° • t.,r �, L'L 'I t, r• r • • a • , p 1 , • h r . lerJ,•"' • - I - . , 1 , . 1 e ' . 5 . ' ,r • I t ,• ', i.1 ' 'p Y ' a 1 ` Aga ROV DS • 3f4" MDO PLYWOOD SHELF BULLET' RESISTANT GLASS AND FRAME DATE' -f- �" 1 .0 DO PLYWOOD SHELF .,' " 1'-0" UNLESS OTH I OTED EiCAMINE.� T ` HARDWOOD COUNTERTOPS 1-g W PLA�1S T3ULLNOSE ■ " HARDWOOD ■ _ 3— ArahEte�c�u1•e DEAL TRAY 3/4 A C PLYWOOD STRUCTURE BULLNOSE Urbane; Desin ' 1-1/2" DIA., rk 1'-2" Planning ' ;;' WOOD HANG ALL COUNTERS 3/4" PLYWD. w PLAM _ " (2� 3/8"x--1/2" BOLTS Intcrir`e�4gn. _ " f �+ man ROD 2 _4 FINISH 1 /4 ROU NOSING " " "ago 3 4 A—C 3 4 PLYWOOD w P.LAM BORE 1D `° 10 3 8" I / I 17t71 Cornrnerco I 3 PLYWD. FI FINISH — 1/4 ROUND NOSING " Tacoma',' Washington SIDE 4 98402-3207` is or a 206 3�3�-870Q 206 383--8728 fax ; _ - � _ CHAMFER EDGE 3 f 8" . I .wyy ` SUPPORT 0 32 o,c. MAX. CUSTOMER SIDE 1000 Lenora St,. STANDARD MANUFATURED 1 _0 405 c" " Seattle, Washington ' ■ SUPPORT � 32 0. MAX.Suite PRODUCT G.W.B. � STANDARD MANUF. P " 2-1 /2 x2 x1 4 L ER 1 9 8 1r2 l-2720 3 BLOCKING 0 100# PER BRACKET` �. AT EA. END -� 2x 206 223--2742 ; 3 `— � AT CENTER — GAI.VENIZED 206 622�-9482 fox 3 cv WALL WALL Members of WOOD TRIM, �2} 1/2" LAG BOLT The American RH WS TO BACKING IN WALLS sa METAL ANGLE BRACKET' , 1 " RHWS TO BACKING IN WALLS Irrchit to §' �y� of 2 BLOCKING WHERE REqI F'D Architects 1 1 i`. N ■ • r . TYP ' 5/8" G.W.B. � " 1 /2 LAG BOLT , ' _ I 1 , BULLET RESISTANT PANEL 3 3 ; ANGINGJ3'OD AND SHELF......,,,,,. PROPE Ty COUNTER SHEL IL !1 f! 11 . ri I 1 SCAL , -0 mp017 5 SCALE: 1 = 1 - 0 EDmp 05 SCALE: 3"=1'-0" p018 15 SCALE: 1-1/2" = 1'-O" mpo1 G 0„ 2" 4" 8" 0" BN 10 29 1 on 2" 4" N On 4" an 2x WALL BELOW IF L BULLET RESISTANT — — — — — — — — I , " ■ GLASS AND FRAME ----- I — ---�� --r- � 1 1'-4" UN OTHERWISE NOTED P. LAM COUNTER TDP ON REVISIONS ' 1 /4 x —1 /2 WOOD TRIM I 1 3/4 P ODD i 1 ADDENDUM 2 JAN 21 98 (CUSTOM R SIDES DEAL TRAY PAINT PER SCHE A 3 ADDENDUM 3, FEB 20 198 - R234'-Q" � 1 " ■ r �l ALL COUNTERS 3/4" LYWD, w/ PIAM ( 1 /4 x 3 R.H. " FINISH - 1 /4" ROUN NOSING j SCREW TO ATCH W/ FINISHING NAIL ■ 4 2 -4 I BLACKING 0 24 o.c., EVERY 2f 0" C 1/4 CHAMFERED COR RS r — � 10 3 8" I " / I 11/2 117, +j ADJ. SHELVING ON 7y7' n �a 34 1 „�, RECESSED STANDARDS "S!''vit ,+ ,J u, 1'f r ,• ''yn4 ';?,. yy tp. / PROVIDE 1 SHELF FOR EACH I ■ 2 Y f 3 r r T•5y " 'ij�'�;f.,, 5� yV1 rye Ir�H.1 d;eif LJ Y"' J ;,.i a _ I j 3 OF I � j HEIGHT - - - ___..___ 1 : , E ++,r �°f , n ce •^, . 'A I O r '` f 2 I 9" 1 1 3 2 I 1 FACE OF WALL 1 z I WALL BASE - REFER TO FIN" " 'v C1 j N SCHEDULE 1-1/4 ¢ Project Title: T.S. BRACE � M DETECTOR SEE 18/A8,8 �o I i 3 " _ (F.O.LC,) j FLOOR LINE - r 5/8 G.W.B. POLOMYX PAINT PER SCHEDULE Ty OF - BULLET RESISTANT PANEL — �f�f! — — — — � , BLOCKING 3 3 D M 0 N D 4 PIC RE WALL COUNTER SECURITY TATION B CAS Co AINSCCT CLDINC P D e 2 g f "— > ff 9 ff f " 1 2 " / » 16 ff f " SCALE: 3 =1 —O EDmpo01 SCALE: 1 --- 1 0 EDmpo04 SCALE: 1 =- 1 -0 EDm o07 SCALE: 1 —1/2 = 1 - mp008 SCALE: 3 =1 --0 EDmpo06 IIIIII 0�: 2" 4" $N oN 6" 1 p • 0„ 6" 11 2' 0,. 4" 8" 16" 0►v 2" 4It N UOMPLEX , III I BUL LASS AND FRAME f-80 J n2 2x8 — /2" DEAL TRAY A A AND BOTTOM I PAINT PER SCHEDULE I I 1 /2"x LAG BOLT 0 ALL COUNTERS 3/4 PLYWD. w/ PM 5th 4 0 o.c., 2'-On FROM _ " AvenUsN a JOINTS, COUNTERSINK 2'_4" FINISH 1/4 ROUND NOS, B A PLAN COLD ROLLED 16 gal. L 3" 4!_3■ & PLUG 10 3 g■ BASE PLATE BELOW A Edmonds, / CHANNEL MATCH PROFILE AND SIZE 2x4 1/2 "x3" M.B. WRAP STUDS WHERE EXPOSED OF ADJACENT H.MTL. FRAME 1 2"x3" F.H. MACHINE W STUDS WHERE EXPOSEDWashingto� OR ALUM. WINDOW FRAME % w 1 2 BIRCH VENEER PLYWD" w/1 /2 BIRCH VENEER PLYWOOD r / % 2f_s" COUNTERSINK w/ ■ ATTATCH W/ALLEN HEAD �c FLAT HEAD SCREW, COUNTERSINK (2 1/2" CROSS BRANDED UNDERLAYMENT �, BLOCKING NUTS& WASHERS (2) 1 /2 CROSS BANDED UNDERLAYMENT COUNTERSUNK WOOD SCREW 24 o.c. SEE 2f A�8.7 FOR SURFACING J PLATE 8"x1,0" SEE 2/A8.7 FOR SURFACE ■ 3 3 TYPICAL FACE — 1 /2' BIRCH VENEER 3 D o x3 1/4 x 3/1 fi" `TYPICAL FACE — 1/2" BIRCH VENEER `�' i PLYWOOD, MITRE ALL EXP. CORNERS STUD BEYOND _ 0age 0 H VERT. MEMBER PLYWOOD, MITRE ALL EXP. CORNERS 3 o " ■ (3) LAYERS 1/2 PLYWD, LAMINATED W" 3 4" W QUICKBOLT (3) LAYERS 1/2 PLYWD. LAMINATED SEE 2/A8.7 FOR SURFACING ' WALL COVERING = . + l � SEE 2 A8.7 FOR SURFACING q = , SE FIN, SCHEDULE I J PLATE 3"x i2" x1 4" ' T.S. BRACE - SEE 18 f A8,8 (2) 1 /2" PLYWD, LAMINATED co _ 0 EACH VERT, MEMBER R 3" o.d. PIPE -WELD TO PLATE ° �' PERMIT SET l = 5/8" G.W.B. N AIL B 1 2"=1'- CONSTRUCTION SET to POLOMYX PAINT PER SCHEDU SLEEVE AND INSTALLATION o BULLET RESISTANT PANEL PER BLOCKING D L A ( SECTION I3 3 ECTION Job Na.: � ' ,96 I 'll CORRI R IDEWALLJ3A1LING PUBLI CO TER D JUR"Ox DECOR. M AL FRAME,W RE- L JURY BOX L :J7f! r " 1 n I55U� I�Ot®If/!i 3 1! 1 " 9ff f a SCALE: 3 =1 —0 EDmpo02 SCALE: 1 = 1 —0 EDmpo03 SCALE: 1 = —0 EDm p 16 SCALE: 3 =1 —0 EDmpo 10 SCALE: 1 =- 1 —0 EDm 17 0„ 2N 40 8N 6" 1" 21 031 6" 1t 28 2" 4* 8" Or C81 V L7 L 2-9-98 0 r + V 1, THE, HEIGHT ABOVE FINISH FLOOR TO ANY RACK, OPERATING CONTROLS, RECEPTICALS, OR DISPESERSDEEMED HNDCP, ACCESSABLE MAY NOT EXCEED 40 INCHES. FINISHED CEILING = 2'-0" UNLESS OTH ISE NOTED 2. EXPOSED HOT WATER AND DRAIN PIPES SHALL BE ISOLATED OR OTHERWISE COVERED. 2x m BLOCKING 4" P, LAM, SPLASH W RE N SOLID NO ING ; ' 3. THERE SHAL BE NO SHARP OR 'ABRASIVE SURFACES UNDER SINKS. Shee Contents� IN EASY REACH OF THE WATER CLOSET AND SHALL NOT INTERFERE WITH GRAB BAR UTILIZATION. ® ON ELEV, — SCRIBE TO �y f p,� W 4. DISPENSERS AND RECEF11CALS SHALL BE INSTALLED WITH f X © 5" SHOWER HANDLES TO BE 'LEVER TYPE AND HAND HELD SHOWER SPRAY ON A 60" LONG HOSE/ MAX, MOUNTING HEIGHT 40 3/4" PLYWOOD TOP 5/8" G,W.B, Wf PLASTIC LAMINATE ; �TA� 00 o m w 2 0) CID 5'-0" MIN. FIRE s z a- EXTINGUISHER Q Q "'LU � z CO M 1 " ' " 1-3 MIN. 2 —1 5 —0 MIN. WHITEBOARD/ t3C o ,� MIRROR I CORKBOARD ,� Q 3/IS - w z 4!-6* MIN" - SHELF �' WOOD RELIGHT FRAME �`' j All rnatei l oppering' i�erein costlt�tes,: the unpublished and original 'work of the Arc�fiitet' dr iv ed ` © v 4. " 2'_51! MINI, HONE 4 ! ■ ■ �' o ' - r and mqy not bip dupllcoted,' used, $• 0 y ' ; p o 2 --0 MIN. 18MIN. a �! 3 without the 'written donsent 6f,'tfiq _..J Lr I , " " N , d- 0 O Y rr- 1 1/2 x1 1/2 x 1/8 PLT. TAB ," = R o WELD TO T.S. FASTEN w �Rn eo co �c ca ca _ 3/4" WOOD GLASS STOPS % Scale: Rehr F ■ '` i H P. DATA/PHONE _ „ I _ _ I �n RH WSk fs " �, ■ �, HNICP ,I .d- ■ ,�. �,. .�- I VARIES " © v " ao I JACK/ I " , . I �' .5 x ta5" STEEL TUBE BRACE WITH -, �, Q r., :. WALL PLATE 0 2 -0 n.c. MAX WHERE SHOWN ON PLAN OR ELEVATION . ..,' .' 0! c„ z �' F"F• ONE WAY GLASS WHERE SHOWN ON -yy-. 1 f 8" WALL PLATE —WELD p "'{ '" ,,, ` - . r , ' II „r, , , ., TO 1.5x 1.5 TUCE STEEL , o Sheet) r'N 1, i s, 1 J , ' - - TyP. WOOD FRAME ou FIXTU, RiMENSU 1• 1.4., , . r I r + 4 , 14 18 'I.^15 1 r I w SCALE` 3 8 .�-0 , MPP03 SCALE: 3 -1 -�-0 EDmph30 , SCALE• 3 =1 0" 019 ' F7 _r � I. - ry K N ' c _ ' n N N .r • n - 1 + IF ; 1 , `rt r .'. • .`w a-• r ' 1 �.7N l ,r A ' 0 I2w S 2" 4N N ` ' ' , ' '5 , - r � r — '. . l r " r ' . . ` I � 1 — • - • + ( '� r ' ZA 1 Y {,� P T'iAi r '`.i`'r1�' r''1 rL,• A +. l Ii'r I I I+r'. ' r _ . i • . , i i r ' I , ( i I y' ,.i• rIr 1r ., r 1 z ., t}ii,„• !Ii { r 4 1I"+ I ' , , t ! IF `'' 1 .rS ,o . ' , I. _ , -_ ' " ;J"r r ' ` r -.t pA', ^' r , - , . •3 , , - , v ' . ,"+'v 1 r I (,I, • '.1'r°i,,'A•,r r 1}tV", eq'a r' •, •n '+,` `'.r r• I . , . _ ' s•.. _ , i , ' ' ' . I , . I rll +„'. ? r, _'fi ..'f ,' .. '•i ' r rr: a . r r + . ' r r 1 ' • _ '-• , ' ! 'rF ° . • 1 1 " r'. , `f i 5 ri • • 8 • C D E • ' APP ROW"D ptl'r�jp7 1.�0 CI I T E � I Y _ 1 1/4 RADIUS (IYP,) Ae.s 2U DATE Arc hiti6*6 i 1 WHITE LETTERS ON BLUE PLANS EXAMINER PIQUrb"i 1 Deal, - BACKGROUND Pl��rni1lg� , , '° ' • 4X4 P.T. POST WITH Irlt0rior':Deign t RES RVED 2X3X1/4' GALVANIZED ANGLE PAR 'IN Ir. • ' ,.•, -_ , 5/16" WHITE BOARDER (T'YP.) 20 2x3x1/4 GAL ANIZED LE DOOR W/ 4 2X4 P.T. NAILER BOLTED TO 1701 Commerce ZX3 ANGLE W GALV, 1 2X4 CARRIAGE BOLTS Tacoma, WQshingtoh C OSS ING HINGES PER SIDE HEAD / % 98402-32D7 . WHITE H.C. SYMBOL - - � � � THRU�-BOLT PRESSURE TREATED4X4 POST �� ; Zos �� �-a7oo ' 1 /2 CDX PLYWOOD SHEATHING 206 34 8728 fax " n �' STN. STL. HINGES 1000 'Lenora St. 1X CEDAR DROP SIDING Suite' 405, ' n 1 1 /2" WHITE LETTERS WITH REQUIRED Seattle,' Washington 98121-2720 ' , , -• STATE oisAB ED Pa IAIG " WORDING PER WAC 51-20, CHAPTER BLDG PAPER gas 223-2742 PERMIT EcuIRED `° 31 ACCESSIBILITY, U.B.C. , � 206 , G2C--9462 foxs • 04 17 6" CONC. CURB Members °of 9 The American 3%4 WHITE LETTERS ON BLUE _ " , Institute of BACKGROUND "VAN ACCESSIBLE" SIGNS ' Architects w '1/AN AC ESSIBL � � ' AT VAN ACCESSIBLE STALLS AS " _ INDICATED ON SITE PLAN 4 tl ° d d d d d d a A d a d o f + O Q� 9 a IL "SIMPSON" COS44 POST BASE SILL JAMB I i H.C. P4RKING STALL SIGN UTILITY LATE ELEVATION UTILITY LATE DETAILS r - SCALE: 1-1/2" = 1'-0" 1%3 _ r` n ��n "/ MPA01SCALE: 1 /2 -• 1 0 EDmpa08 SCALE: 1-1 /2 = 1 —0 EDmpa09 p" 4" 8" 1 6" Dit if 2■ 4' D.o 4" �" 16" 3 20r-0"OF CNI r 1" INSIDE dia. GALV. STL NOTES, " " 5'-0' 5'-0" 5'-0" C PIPES WELD AT CONNECTION a NAIL 1 Qd LS ALL EDGES 4 o.c. & 8 o.c. I THE � 1'-0 SLOPE 1 /4" CLUE J01 UNDER NAILING E. CONSTRUCTION IVE. 1 r " _ TOP AND BOTTOM CORDS. REVISIONS Zr 0" 1 r 0" — — " TYP. , AGGER PLYWD. JOINTS ON OPPOSITE SIDE " 2 ADDENDUM J2, JAN 21, 98 -' 3 y CONT. MTL. CURB, ADDENDUM f 3; FED 2, 98 SAFETY EDGE � _ , " �, a © 7 �, 1 , ' n '4� 4If,Ili. I r .r `„!•r , - ~-F • yy — _ _ ,w, rr a i•' - '' •A_. , l,Yy r II Aw , fat 'j k 4 ,�., s C.P.X. PLYWD. a „ �, 6x6 0 VERTICAL JOINTS 2x6 TOP AND „ _ „I z BOTH SIDES BOTTOM CORD.: o, ---- Concrete wall 3 6 x%- , } ,•, , 4h '> r !° s �" 12 w x 12 1 PCC 1rk'.,',ii t ' i •. 5i , 1' r V 'h,7, 4 I 3" ...- ..•— .-.. — ......... ,........ .. Two flagpoles, grou dset 9 ; , ,.`'' ' ' _. �a rw, I,I,,, ,,•' f . /SIT -7/1 w � bed , a W Conc. linthr��,,A,;.!J,, 0 2 Uj 2it 01 '_6. 4 '' 2x framing — -� � -, Plywood Sheathing Jett Title: q 8' PLYWD. SHT. CCU Dryvit to match drum /I " � - 1 1/2 " 20'-0" Light fixture, co 3/4 RADIUS -I I I I v see electrical i I' plan for type V_ ITYOF, -III III U- PCC Planting r MONDS bed FILL FLUSH W/ NON —SHRINK a CONCRETE STAIR DETAIL TRELLIS/CURBZHANDRAILGROLffCONSTRUCTION ENTRY SIGN PLAN BL 2 — r— n 6 r! r rr 1 4 n— r n n r n SCALE: 1-1/2" 1 0 mpn 10 SCALE: 1 1 0 EDmpa01 SCALE, 1 /4 — 1 0 EDmpa 11 LE: 1 /4 — 1 —0 EDmpaOSr Q" 4" �" 16" 0" 6" 1 ' 2' 0" 2' 4' g'of COM'PLII ` BUILDING WALL r /L� " �r ASPHALT PAVING PER PLAN 2xfi STUD WALL c� 4 —fi 4 —6 Af PROVIDE EXPANSION JOINT AND FILL FLUSH o.c.PRESSURE TREA D ;. WITH BLACK SEALANT. FRAMING 0 CURB BEYOND, PROVIDE EXPANSION ASPHALT IMPREGNATED EXP. JT. A 20'-0" 1 in ^012 5th Avenue N. MATERIAL AT BUILDING 1 /2 P.T. C.P.X. PLWD, JOINTS AS REQUIRED. NAIL: 4" o.c. EDGES, Edmonds, B' o.c. FIELD, GLUE ALL CAP 10'—a" d- SIDESLOPE 1:10 o NAILING 6x6 W1.4 x W1.4 WWFWashington- TEXTURE RAMP TO WSBF CODE 6x6 W1.4x �' 1 x4 HDRIZ. SIDING ROUGH SIDE - W1.4 WWF 2— 4 CONT. OUT, NAIL W/GALV. CASING NAILS 160 CASING NAILS � 5'-g" 1 5'_g" � HORIZONTAL SIDING SLOPE RAMP 0 1:12 1/4" PER FT. 06o.c. GALV. Jr 01 _ _ 4 d - 1/2"x9" GALV. A.B. 04,41 O.C."a 4'_ON 41.011 ' 3 -� II�` •-0 a 4a eIt sovm -� -- —� a�< ,,�' CITY OF EDMONDS • ' '_�; -`•�� � .41A • � , •4.ICI �, — — ——� PUBLIC SAFETY BUILDING a I-rl ICI i I �Ti.,; �I I I I i �.u•'I I I--._..'-`11.-1 I i I-�- GRAD N •rJ0rJth AY'n IJ: North , r III -III I I 1 I I.- _I 1 I -I 11 111 I d I Q I Il�� I �--1 I.� � :. • � # I ' I.�_.I._iI '''' _-� � '- -� I 11 � � I�T-� - a r c� - Jll=lll= , . ; r ' 7 1 L -lll-- -_ 4 CONT. -'' II I =I I RUFF, I -- - = (2) -4 TOP AND BOT.'"`' �. f-I I -- �: I I -� E F. I I -I 1=��1 11=I�� `- -I 11-11111-11 El 11=1 i i #� " TYP. " �l I ( 'T1- IT T 1 ._ 1111=...1�� Ill °I� " 6 4 CRUSHED ROCK BASE I�1-- I I- 1/4" ARIAL 5" letters on top line All lettering to be cast bronze, - I' 111— I, 4 CRUSHED ROCK FILL ON UNDISTURBED SOIL ^I�11TI 1 " o " ARIAL 6" letters center line mounted to concrete beam, PERMIT SET 6� 3 3 ARAIL 4 letters bottom line layout to be approved by All lettering ARIAL 7" letters All lettering to be cast CONSTRUCTION SET w CONT. FOOTING SEALANT " architect aluminum, mounted to fence - � - Area: fiD -sq. ft. 1 O BOTH SIDES 1 2 1 _0 Fire Area: 240 sq. ft. with 3/4 inch spacer, layout to Police/Courts Area: 380 sq.ft. be approved by architect Job No.. 96021 3 HNDCP, RAMP SECTION SIDEWALK D FE ENTRY SIGN FENCE 7 SIGNS , Issue Date. » r, — r � n n � r — " � � , Ir � � — M � � to ..� r M � � n P. rr , SCALE: 3/4 -�- 1 0 EDmpno2 SCALE: 3/4 1 0 EDmps01 SCALE: 1 -- 1 0 ED pal0 SCALE: 1/4 — 1 —0 EDmpa03 SCALE: 1/4 — 1 —0 EDmpa04 rr�, 2 0" 64o 1' 24 o" 2' 4' Q• 0" zi 41 �n 8~ � 6" 3,G" � �" �" � �" 32" _ r 2-9--�98 2' 0" w TAPERED ALUMINUM FLAGPOLE (SEE CONCRETE FILLED, W/ 1" HIGH DOME ..j rn 3 0i IA. SPECIFICATIONS) TOP " „ �- - Sheet Contents: ' 2 6 . ALUMINUM COVED PLATE I �a CONCRETE " BEAM X o I 1 /8 2 +4 d REMOVABLE GRATE FINISHED CONCRETE SURFACE 6" DIA. SCHEDULE 40, GALV. PIPE i 24„ o c• • ..0 ° , d °4 BOLLARD (PAINT PER SPECIFICATIONS) MIX Go CONCRETE FILL, SLOPE AWAY FROM a ° '4 POLE- BASE 0 1/4" PER 1'-0" MIN. '� �---- ADJACENT SLAB f � eu�u. �� " x SIGN AIVD FlIVI�I �D MATCH © � d I I " a� SI1E WALLS M .4 16r a (W/ LIGHT BROOM FINISH) 4 4' o ;� ° TIIPIr1ZRFfl ALUMINUM FLAGPOLE (SEE S. • 0 � CONCRETE R 4 4 • 2x2x2 1 SPF7CIFlCATIONSj I ° d- CONCRETE ° r ., CONCRETE OR ASPHALTIC PAVING. BASE COURSE04 PLINTH 00 4 Be% °j d �DNGREIE PAVINGr ' ,� 4 a� da d VERIFY THICKNESS W/ CIVIL DRAWINGS AL�1MINUM coR Puy FlNISH ro MA1�CH a C r d a a a d i AD�MGENT PAVING . l �a FLAGPOLE STEEL FOUNDATION SLEEVE. a MANUFACTURED : o o a: °' Q •'�'o=Ao W Z. M q .�. .° °. a •o ° •. No I d d d . ° k FILLED W/ DRY SAND �-- TRENCH DRAIN Q . e d as d r 7 Gl �3 �}. d I �, •o:,qP•�. ' •�,°P.. 4 + • PLANTING BE;D ° 4 e ° ° All materiel appering herein co�►stitut's ''he' w I q —_ d 40 J f _ I a ■ � 4�' unpublished an v gi al work of tire' Ardblteat e. F i _ Id II r] ' . and may 'nat be duplicated, ■.,, -.-....•.••. u ublish d d ri 'n � of o - ! CONCRETE SURROUND d 8 _ w_ acr BURIAL New Fl�ooD 4 Q p ate, usa, ; �r ,a���lo�d'' -� STEEL BASE PLATE - — COMPACTED FILL AND GRAVEL BASE RffL©c#OR "d d 4 2 x2, x2 without the written consent of*, the ,►v�cNlt�� 4 Q _ �- PER CIVIL DRAWINGS R�IE Flu1.4 -1� a caNc d �, Direct Burial CONC ETE �:s •r. 2 FOUN ATION • v RAG STEM F6UNDAMON SLR A � � AsymmetriCaI 1NCIII Q d Scale; d " _ I a i FIM W1 DRY SAND Lighter r H li g h d , r r VAR , SUPPORT PLATE WELD " 6 VARIES : , 6 DIA. STEEL SUPP Q _ � 4 -. sTEEL. aAs� Pu1� � r Pressure Sodium - ° . G + • , tQ SPIKE r - r ' CONCRETE FOOTING. PROVIDE 6" MIN +� �° - !'I d COVER 1 r V� �� S� .7Mr1'"1Ai 1�y A�w1.R/ d a r • , r ,° • ; f . l ' r • - i, • , .:l ,� " T TO SPIKE �' Center wall and ' APROX 2.�4 3/4 D!A METAL ROD SPIKE (GROUND � � � { .� d pl i nth -CO SPIKE I d4 A on 4' wide concrete Or Q 3le Dk METAL ROD SPIKE (GlW 1ND 2' " SPA paving strip - , 4 0 1 r oSheet ' Iwor: L-FLAGPOLE'.,��,8ASE TRENCH D�RAIN SITE, BOLLAI�RD., FLAGPOLE AND WALL' FOUNDATION SIH�,&GN PLI _ - _ FCC U N' D T 4 r rl • n � r � ss ,�„ r rr � r � r1 r N • 1,6 >! r n - 20 - -` , - SCALE: 3/4 = 1 r--0 r MI�A02 SCAt.. 1-1 /2 -- 1 —0 EOmpa02 SCALE: 3/4� — 1 -0' ' MPA03SCALE: 1 /2 = '1 —0 EDmpa07 SCALE 3 ii4 -- —0 ; p w x 3L" �" 4" 8n 1* �n w p w n . r, — 1 I sa ED1 1 1pa06 rn -c Q B 16 8 16 32 D 1 2 4 L Y 1 • ' ' e • S, . ' ' , 1 1 • r ` ' '- , , r , ' ' ` _ •' '' , r, , ' , . •Oil, • 1' 1' rIJ ''r ' .,rt , ' _ ' • • C _ • . D r E r , r r r' a !' ` Y r, ' ' ' r • ,. -f -. •' 1. r ^ r ' . r ' ' r , • . I , , , r • _ • , . r I' ry ' 7 { ••, +" ' , , 1 r IM r ' . r , r , . r ' , r ' ' i ' • ' i�r ' ' • r , , r I ' ' v , _ ' - . . , . I ' ' r . ', , , r . I rl' ro i 'r ir. ' . I , , i . ` [• I ' ' if A , i. Jr 5`)v - 5 1 5 , , r ' ,}' r. ' _ 1• , t • , . . } , ' ' ' ' • ?_ + ' , . - , i i , r / . •` I `.' I r ' ' 'r r ' rl } . r 14 `` '1 N ' i ,r • A i • D ; E • merritt+pard�ni - R D s #5 �`�� " o.c. 2 FLOURESCENT LIGHT ABOVE I 2x WALL 2 HORIZ, BARS 2 AA[ `. I ) / Architecture " I - WALL TYPE. 21 urban Design � 1/2 dia. x 3 H D SHEAR STUDS I I - • ° � 2X�6 & STRUCTOCQRE WALL Planning 9 VERT. BARS + . . p ;' 3.4# PAPER BACKED Interior Design [ METAL LATH #4 L VERT. i MECHANICAL KEY STUD SIZE: 5 1/2 " I I I , • � , • 1701 Commerce AV-[ MATERIAL: WOOD Tacoma, Washington SPACING: 16" 98402-3207 DOWELS TO MATCH GRADE I , • • i 206 383-�-8700 3 4 MIN. COVERAGE RATING. 206� 383-8728 fox VERT. BARS I I R DUCT AND PLENUM IN W o I I I �I • a: 1000 Lenora St. COUNTER TOP SIDE SIDE SIDE 1: Suite 405 8" "' — [ I I : a • • 2 FINISH: AT LEFT Seattle, Washington 98121-2720 SUBSTRATE: AT LEFT 206 223--2742 ate= STRUCTOCORE METAL PANELS 206 622-9462 fax �#5 � 12 o.c. . + I HINGED GRILL a .• SIDE 2. STRUCTOBASE GYPSUM FINISH: PAINT Members of 60X4$" GRILL •y a • ' .A� PLASTER SUBSTRATE: G.W.B. The American CLEAN OUT AREA IN THE IMPERIAL FINISH PLASTER Institute of F � BOTTOM OF THE PLENUM. 45 - 4: I� Architects �1/8) � INSULATTION. (4) #5 G 3" DEEP '° • 1 SOUND GATT: 3' —fi 3" CLR. U.B.C. ITEM #: SUNDIAL OOTING UMN BA$E DETAIL E NC S1 S5 STING STATION FAN WALL TYPE 21 SCALE. 3/4 — 1 str01 SCALE. — —0 st 05 S9 SCALE: 3 =1 —0 str09 SCALE: 1-1 /2 1 0 EDMPP20 SCALE: 1-1 /2" = V---0" 1111111110 on 8" 16" 32" 6" 1' 20 on 2" 4" 8w ON 4" 8" t7!716" on 4" 8" 16" • • REASIONS 2 ADDENDUM 2, JAN 21, 98 3' dia. PIPE \ \ 3116 A oft P oft AM& A ADDENDUM 5, FEB 13, 98 v \ I I � ICBO CHECK #2, LIAR 3, 98 \ DUCTS MECHANICAL CON CTOR CI OF �r ,` , ,'i', D3 5 ROOF SHEATHING U SS ABOVE � � �� �� �� _y�� �� 8 dia. PIPE � EDMONDS PLAN CHK, APR 4, 98 r r ROOF TRUSS 1 HOU SHAFT WALL ENCLSUR 1 1/z CLR. TI r EXTEND AROUND DUCTS AND S O : a CONTINUOUS 5/8 G.W,B.'X IN ON ONE SIDE OF TRUSS. NAIL TO TO SEPARATION WALL ,� 16 EGISTERED WEBS W/ 6d COOLER NAILS 0 7" O.G. FL► A CHI�ECT `.--.^.C4wY1py ,R'1191m.•i F.11_li..a- r• 1_r. i -e„ `a ALL AROUND. FIRE TAPE ALL JOINTS a o 1 0 �--- I AND MUD ALL NAIL HEADS. ` ,_0 I I Y Jr ` Pardini, A.. . 1f J' 15 0 14 o.c. HOR S5 OF wu� WU 2 � " R #4 angle 0 c. VERT. I I s 2 a oOle] .-- (3) #5 � 5 � 1 �" o.c. I a . # R 1 HOUR GARAGE CEILING Project Title: wl L CEILING G.W.B. 1 /4" SEAL P CITY OF flit ;0 3w i�LR, ROLL -IN SHOWER TRANSFER SHOWER EDMONDS FO DET A A T STOP 1 HOUR DU TS ENCLOZNRE S2 "S60 4 ADJUSTABLE HAND-HELD PUBLIC SAFET) SCALE: 3/4 -- 1 str02 Sc E. 1 — 1 0 str06 SCALE: 1 �- 1 --0 EDmpm01 SCALE: —1/2 = EDMPP22 SHOWER HEAD ON o" a" 16" w w 6r 1 r 2, on rw 1, , FLEXIBLE ON COMPLEX 0 4" 8� 16" CONTROLS ON SIDE WALL -REACHABLE FROM SEAT LEVER FAUCET SOAP DISH NOTES: LEVEL CRATING *0 �' I M AT FLOOR IN M � FASTENING F ROOF DECK TO BE: r I RECESSED DRAIN I _ VI 2 A. (7) HILTI ENP TYPE FASTENERS 9 �' M PAN M "' OR EQUIV PER EACH FULL mOAspbs"' A firQ min. 36 TS 6x 4x 1/4 (TYP) 36 SHE TRANSVERSE v FLOOR JI JOISTS 0 24"O,C. �! FOLDING SEAT fi SUPPORTS. B. HILTI ENP TYPE FASTEN S OR CONTINUOUS 5/80 G.W.Br"X" INSTALLED , a __..____ 250 5th Avenue N. EQUIVALENT AT 16" oec. MAX. AT ON ONE SIDE OF TRUSS. NAIL TO SLAB LONGITUDINAL SUPPORTS � c ■■' -I E ; Edmonds, WEBS W/ 6d COOLER NAILS 0 7 O. E C-4 ,p + C. NO, 10 SELF DRILLING S REWS ALL AROUND. FIRE TAPE ALL JOINTS CREAMIC TILE ON SETTING BED , ; ; Washington TS fix 3x 1/4 (TYP) AT 18" o.c. MAX. AT SIDE AND MUD ALL NAIL HEADS. ,;` MAX 1:2 SLOPE F.. i r; LOCATIONS TRANSITION i,,. 2X4 FRAMING AROUND DAMPER ONLY =�`z �. , 98020 SLOPE TO DRAIN E SHOWER , ; FIRE DAMPER (SEE MECHANICAL p 1/4"/FT SLOPE a.<<s y z.`r,.'' E; ` ,,; .x ,_' .` 10 i x DRAWINGS) _ tr }., . 5 A.C.T. CEILING .Y.•..ww. UNOBSTRUCTED 36" min. ° 6t3 ntitn. 4 4 �. — ..r..,.� .rrw�. — — �.....r. FLOOR SPACE S9 7 4 0 INSTALL DRAFT STOPS IN FLOOR Q a ° ° a ° CAVITY SPACE — DIVIDING CAVITY ° . a a 4 °a ° d w .� INTO AREAS NOT LARGER THAN °P fi1.00fi —0 `"' ROOF DECK 1 1/2" 22 ga. TYPE 8 M DECK 1000 SF PER U.B.C. 708.3.1.2 2 d 4 4 d d �� PERMIT SET ° CONSTRUCTION SET EXTENT G.W.B. TO WITHIN 1 /2" OF A.C.T. -- Job No.:' 95021 CAN RATION PkN CANOPY RAMING P L FLR DRAFT BAR IER ER FLOOR T ANSI TIO 53 �, = S7 „-1 1 „ — , 1 S " Issue Date: SCAL 1 /4 1 0 str03 SCALE: 1 /4 1 0 str07 SCALE. 1 EDmpm02 SCALE: 3 —1 —0 MPK06 2r r ar w 211 4r Sr �w �" 1. r �w 2w 4" 8w r G 2-9-98 pY • 0 �won% 3/1s 3/16 w m 1 (5/32) 3/16 TYP 5 32 3/ 16 (5/32) L 2 6x3 -- BEVEL BOT OF (5/32) 1/ Sheet Contents. w Q 3 WALL TYPE: Z �o � f TUBE TO FIT AGAINST 3/1 fi 2X6 INSULATED DRYWALL I T5fix4 WELD CROSS RUNNER MAIN RUNNER IN RUNNER I PIPE 8 dia. w DETAILS POP RIVET POP RIVET OPPOSITE SIDE STUD SIZE: 7-1/2 � FROM POP RIVETED �, PIPE 3" that — EDGE MATERIAL: WOOD Q o SPACING: a� rn 41.sr Beer U6 - -� RATING: 1 HOUR i { ,- . VERTICAL STRUT SS 3/1 fi � — � �.- w a r �... — -wMF N�wlr .ram 3%1 fi —-Isilsln �� '1 1 45 SIDE SIDE SIDE 1: o 4 _ —" I 8" -FINISH: 5/8" G W IAll material a erin herein constitutes the Lij D I f I 1/2" CAP pl. TO SUBSTRATE: 4 unpublished and'�original work of the Architect a r ° k-` STRUT without and the not written consent be duplicated, used, dther Architect, - � � GRADE J-l'S6X4 [ MATCH PIPE PERIMETER (TYP) STABILIZER 45 SIDE 2: 5 8 G. •7.Bf 1 ° H \ TS6x3 Ij — FINISH: / Scale: Ref. North L -1\ \ 3' dia. PIPE [ <TI CROSS RUNNER 12 GA SPLAYED SUBSTRATE; (1/4) BRACE WIRE VARIES ..w. — ..." — \ -- POP RIVET MAIN 3/16 \ \ G RUNNER INSULATION: 8" dia. PIPE OPPOSITE SIDE SOUND GATT: 3.5" SOU N INSULATION � FROM POP RNSTED Q EDGE 5 CROSS LATERAL BRACING 6'-0" FROM 0' o TEE 12"—Ow ON CENTER U.B.C. ITEM #: , z� CANOPY EL VATION DETAIL AC CA CEILING BR4CING WALL TYPE 22 Sheet No.: W � S4 a — n S8 , — �— �� 12 , ri— r u 7 n = Q SCALE. 3/S — 1 —0 str04 SCALE. 1 — 1 0 str08 SCALE: 3 —1 --0 mpm03 SCALE: 1-1 /2 1 —0 r " w w w t . w w w oft 401 �A 1 rw A2 T_ U $ 16 o 6 1 2 0 2 4" L E7 • A • B • • D • E • ■ A Ground snow ioad 20 psi wi arizonta. r or rs s prav at a r a raa Ines an at I the top of the wail Provide a bond beam with (2) horizontal • bars of same size as typical �■�ite Floor I Deck Steel floor deck shall be a composite type deck with ribs at I ' { '' '` 'I , ,' k '� I S , Earthquake and wind forces are resisted b shear walls. , . horizontal bars over all openings and extend these bars 2'-0' �'�ii`o. q y CONCRETE The Contractor shall submit concrete rnex designs for approval two weeks prior pe � Past the opening at each side, 12° o c., - of the size and gage shown on tlx: 'plans and details or an approved �ua� � ' , �, , I , ' . �'1, , , ' ., : - ; to placing any concrete., The mix design shall be in conformance with UBC 1905, The or as far as possible and hook Provide two vertical bars of same size as typical vertical Third Avg Suitd �' , , ; , SEISMIC, LOADS: submittal shall indicate where each concrete mix is to be used on the project, as well as the bars, for the full —height of _the wall at each side of openings, wstl ends, and intersections. In addition to the indicated design Inge load, f�n�shed composite #loot slabs shall be capable of �' , seer�r�. we,��I, Ir ,I imurn aggregate size of each mix Maximum aggregate size shall conform to the Dowels to masonry walls shall be embedded a minimum of 1'-6' or hooked into the support all superimposed dead loads, such as concrete toppi , us 25 f or 125 f 6 ' �` �` ��� a - l Max a 9 ego ea agg ego s !' ps I I , + A Earthquake design is based on the fallowing: s ificatlons. supporting structure and be of the same size and spacing as wall reinforcing. Provide Garner- total, whichever is greater, for the appropriate span conditions• ' I' - '- I ~ - ' r to match the horizon l wall reinforcing w ll intersections.l rdiameter�1.1� , ZIC ba s nia h e to wa at aLap a I ba s 48 , . , I , ,. ' _ , , , k.� i Building V = W = Base Shear ADMIXTURES: water --reducing admixtures may be incorporated in concrete mix designs, but 2 - 0 minimum, unless otherwise noted on the drawings. Floor deck fastening shall be as follows, unless noted otherwise, and except as indicated in , ' � 1 - I� , , , , ' ti7 . 1 , r —4 i tic n w' the ty is al coin ite beam details. ■, ` 1 " ' ' - shall conform to ASTM C 94, and used n strict t accordance with a p � I � r -- , i Where: 0. r MA N Y I PE T N: Unless otherwise Hated, special ins lion is not required. Masonry �° , e: Z = 30 Zane 3 recom tuns. CaCI or other water—soluble chloride admixtures shall not be used. p eq y 4 I manila �, , ,�', � . I = 1.25 z has been designed to stress levels that have been reduced by one ---half of the allowable 1120 diameter puddle welds at V o,c. at transverse and perimeter supports r �': , n, "' d 1• ,'/, it Y i ky C 2,75 • by values, 11Z diameter puddle welds at 160 tic. at longitudinal supports �" ' ' I =y11ATERICEMENT RATI . water cement ratio shall be .measured weight and shall be p 9 ppa ' R — $ .� _ - - . • Button punch or 112"' t or id weld t 18' W based on the total cmentitious material, Water/cement ratio shall be determined by the pu 1 Gip side seam e a aG. at side lap connections I , r , . • W total dead load STEEL REFERENCE SPECIFICATI R � � t �, supler based on strength requirements and shall not exceed the maximue�n watercementS11 , _ , ratio if shown above, HEADED HEAR STUDS AND DEFORMED BAR ANCH , All shear studs shall be 3/4—inch ` ' 10N �.1 . ' "` :v1 I Elements of the structure and nonstructural components: Fp = ZlCpWP Structural Steel — AISC -�- Specification for Structural Steel for Buildings — 9th diameter headed studs. Stud lengths after weld shall be as shown on the drawings, �, '' i ' I . ,o' ' '. Edition Deformed bar anchors shall be of the size and length shown on the drawings. All studs and 1I 1 'e, : : ' `-1 , SLR Feld measured slump shall conform to the submitted concrete mix design. , • ,.J 2 Where Z = 0.30, Zone 3 Tolerance of slump shall conform to ASTM �C�--94., I deformed bar anchors shall be automatically end welded in shop or field with equipment 2 ,1 , ,.,L. 1'__� , r; " 1.50 _ . High Strength Bolts -� Specification for Joints using ASTM A--325 or A--490 Bolts, 1988 recommended by manufacturer. I ' ' `, I ' " '` _ t ' .° see UBC Table 160 Edition CP s AB C ITENT. An air —entraining agent conforming to ASTM G 260 shall be used in all It Wp = weight of portion of structure or component 'concrete mixes for work which is exposed to weather. The amount of entrained � air shall be �Q1�I I . . II.'I �r . ' , ' ,". ' r F, t. z, . IS •'' l.r ,'�j 596 ± 1 1/296 volume. The amount of entrained air shall be measured in the field at the Welding — AWS D1,1 - EXPA Sly BOOLTS� Expansion bolts shall be 1CBO approved and installed per the : ;.. + 3. .ai � `, 11 OAIIIIIIIIIIIII� oft loci hose. AWS prequalified joint details manufacturer's recommen ti . Bolt pacing m ll „ , �k ,,r tNNDL D dischar a end he da ons s and a bailments sho be as designated an the drawings. Where the required embedment is omitted, the bolt shall have sufficient length E t wt' ` ,r;_ I r , `�. ! CU 1VG. If the air temperature will exceed 75 degrees F. within 48 hours of placing concrete welder Certification — Washington Association of Building Officials (WABC) to provide at least the embedment shown in the following schedule. Unless otherwise11 ' Wind design is based on the following• . ' • I l s a moist cure shall be applied to , the concrete for a period of 36 hours after finishing concrete, ` specified, bolts may be installed without special inspection. Expansion bolts en concrete shall r r , ' ',, 199�4 UBC, Exposure 80 mph P C Osl Urfa R to the r act specifications far curl requirements, Steel Decking Steil Deck Institute, AISI Specifications for the Design of be wedge —type anchors, unless noted otherwise, from the following manufacturers or an rMQN 4 ,I , ' ; � pas p eCq surfaces. afar p p n9 eq ' Cold —Formed Steel Structural Members/00approved equal: Gunnebo, Ramset/Red Head, Rawl, and Hilti, Expansion bolts in grouted 11 �t; a r' ' Where: Ce �- See UBC Table 16G REINEORCING STEEL MATERIALS: masonry shall be sleeve -type anchors, unless noted otherwise, from the followingC i4 Ft, r` ,I I See UBC Table 16H _ 1 r .. tl a RaOVA- ' manufacturers or a roved ual: Hilti, Ramse Red Head, nil wl• �', � "Cq pp eqQs = 16.4 f — A 5 Gr d 6ct STEEL MATERIALS.- _ ' }r. ', , , , I ps Deformed Bars STM A a e w . r .:. ' " I 0, I - 1.15 i --- ATM, A-�1(ty= 65,000 i - 1GT&t , ?us 10 , . j, .t, 1, r 1 Smooth welded Wire Fabric S 85Minimum Embedment in Concrete or Grouted Masonry . ' �. Structural Steel -� ASTM A�-572, Grade 5o G �C �-�u� rr� . ',Ir ; " . Deformed Bar Anchors (I)BA) ASTM A 496 ' , : , I SUj/�I','��J'M�{{���rr�AL.,1' a Shop drawl shall be submitted to the Architect prior to an4�*/■ fabrication or Connection material embedded items — ASTM A-36 /{���/j�/���/////�0 A� 1palofl-e Bolt 'ze r Min, Ern ment �" ,. , :�^r !-.�_ ■ _4r� p S // . rI��•.r r .•...err ' t " kI n' r construction for, all structural items including the fallowing: concrete or masonry reinforcement RE1N ING TEEL Reinforce shall be supported ass 'lied b the 'ect specific ations channels, angles, ,base plates, . 1T.:� embedded steel items, structural steel, steel joists, steel deck, shear stud layout, metal gating, aril the CRS1 Manual of Standard Practice, MSP-1, Reinforcing steel shall be detailed in and mesa. steel 12' 2 3 8' c e . • ■ r • '! ,�' { , t K ^lilt;r 1J J,'' 'II' , 5 glued -laminated members, and stags. accordance with 'ACI Manual of Standard Practice for Detailing Reinforced Concrete Structural Tubes - ASTM A-�500, Grade B 518 2 7/8 . • r' ' ' ' I i kr • Stecl P — ASTM A-53 !i/1�._rade R ��] 4' '-/{j! (fin({' . ' , ' . ` t V. �./ V 3 YJji.I� i`4r. t,''�' a. 1 ' Y 1 •' �h ter, 5 , i 1 �I r r t A 13 5. , Structures,' ores, C • r - If the shop drawings differ from or add to the design of the structural drawings, they shall Structural Bolts -- ASTM A--325--N 7/8 3 7/8 YI01 bear the seal and nature of the 1Nashen on State Registered Professional Engineer who Is • Wood Connection Salts -- ASTIR A-347 1 4 5 8 v `- ,4�r-4 ,h signature n9 Lap all, reinforcing bans as noted on the drawings. Mechanical or welded butt splices shall be . I ' y1k , , , , , i res ible for .the design. used subject to Architect's a rovaL , Mechanical splices called out ,on the plans shall develop Anchor Bolts �- ASTM A-307 L - �1 s, r. 'V g pP p tip s t a 12596 of the specified yield strength of the spliced bars in, both tension and compression. Threaded Rails --, ASTM A--36 -l' I 4 5 4'' , 1 ,i,! Design drawingsand calculations or shop drawin s, far the des nand fabrication of item Welding Electrodes �- E70xx 3f - ; • Y' 'r' ` ' r,' ' i r b of rernanufactured wood trusses and joists,stairs s l' ht Pleaded Shear Studs — ASTM A-108 ,'' � ' ' a .that a e designed y hers, such as. p - k]► ig I I' 1 I I' 4 1 1 , U r 1 framing, curtain wall shall bear the seal ` and signature of the Washington State Registered ' - - - 1 4 • I } 1 STR TURAL STEEL: tractor I t d ' n f i tinerection' II co farm to l Professia I nsible for the des�n and shall be submitted to the Reinforce steel shall have otecton as follows, unless noted otherwise _ t& _ S a steel esig , abr ca o and shall n the � k , ` I• � , 6 Architect and 't a of Edimonds or review prior to fabrication,, Submitted calculations are requirements of Chapter 22 of the Uniform Building Code. All Members are to be erected I` , , ` ; V, + .} i I with natural mill camber or induced camber u unless otherwise noted on the n& ° ' ;•,t far infor i stamped or returned. Use vet p p I • j . 1 ■ � . • , ' 1 , I 11 i r . 11+• rt ./ I �'rr1'x ' I % / ,9 - - . /�/�f�//•//�f/��%/ al / Ir ' f! _ . _ Su titution of member sizes ar sleet grade will not be allowed without prior approval of theIII` ' , . � �- ,� - ,,, �'� k,,�, �,,11 'I, �t r, I I S 1 . . ./V e u • ' I . . . . . . , r I 11 I a--1 "j, "",, ,E" ' ` 'V , `i N T Special inspection, per U - leans 1701 and 1703, shall be performed by an Slab Bars 3 j4 Architect The use of expansion bolts where not shown on the drawings is subject to review and rr ` .` ' . . I. I approved testing lab for ear wail nai i masonry and concrete reinforcement placement, 13 4' 1 � 6 approval th •t I y R 1I11a1i Bars. Interior faces'b e Architect ' , I I { ► • • 7 a.W concrete placement~ high string lot tightening, steel fabri+catian and erection, grouts% bolts Exposed to earth or wen#her 1 1�2' �#5 and smaller Bolted connections are tc be of high strength ASTM A 325 baits as shown. A minemurn of f -.r r I installed in ooncret and welding, All prepared sail --bean surface shall be inspected b 2' and lar er two bolts is required for all beam connections. The minimum weld size shall be 3f 16 inch, 2/2/9s A*N " M •t fl ,�'I .1"I m the Sails ,Erigilneeir prior tv placement +af reinforang steel. GIs compaction shall be supervised Footing, Grade ern Bottom Bars � %T cast against ,earth) unless noted otherwise. Connections are to be as shown on these drawings. Alternative SAWN #.UMBER: Sawn lumber shall conform to °Grading and Dressing Rules,' West mast � I ' .' `' ' '`Iy ' , ` ,a, .' , , Cl- by an approved testing lab or Soils Engineer, Footing, Grade Beam Tap Bars , 1 1E2' connections will require prior approval of the Architect Lumber Inspection- Bureau (WCUB), latest edition■ Lumber shall be the species and grade ` ' .: ' �' ' , *r�,'t . C' . Footing, Grade Beam Side Bars T noted below, unless otherwise noted, All wall studs and plates shall be kiln dried a. , : f �QMQlTI0N__S_"Contactor shall verify levels, d' ens' s and •' /Structural t I can i w r t v v ' I h II y r I I , dimensions exist) conditions ns i �* r SPECIAL � . fy al ng i s ee and nect'ons exposed to eathe hall be ho -'dipped gal anized after s� u � I ' �a��, ;: '• ; • a ,,h ' ,CD1 } �,, 1 J I-.(. I"' t r f n,discrepanciesor fi dQMRETEfabrication in corn i n with TM A— All w w } , r, the field before prooeeding. Contractor shall notify the Engineer o as y iel WALLoth of pia ce AS 12a field elds exposed to eather shag be _ UJ Grad F si u t I M` 1 ' , > changes 'or to M. allation or f&ication. In case of discrepainciesa between the existing � . coated with brush applied zinc -rich paint complying with ASTM A-780 (Galvacon or : ' • oonditions and the drawings, the Contractor shall obtain direction from the- Engineer before ick Hotta# Ts art L t i equivalent.&__Plales MM�. ' t ' W-- Studs �_ . pr�eedingV) I, Dimensions noted as plus or minus indicate unverified dimensions ,,and are , L T to 4 thick, 2' and wider Douglas Fir No. 2 875 , . ' I _ , �/■�j ' t flat' in r imnediat of ooriflicts or excive varia#inns from indicated j[/.'��, ��/��{{/ '//J�� {/�J\//����/� ^��p//J� tic. Vert C /�//��,t. of wall Beam camber indicated on drawers{}41�{�s is the u���I]��iy/and camber r/♦�■/�{/����ired in the beam as delivered y ' '' y appri oxi • •a e � � el ! if 4/ V .-I ��/ LFr e Y V ■ ! I r .'1 e r , [ • r ,' , /I ��ifff ffIII r , -- dimensions. Bated dimensions take precedency over scaled dimensions - da Hat r 8' #4 0 V o c, #5 @ 150 o a Vert. @ CL of Wall y� shipping Joists & Pfankirx , I , 4 , _` Y I - to the ' site Contractor to consider camber loss if an due to she 'n and handle • ' , _ r i = 16' o.a Each Face = l - 10 16 o c, 2° to 4' the 2 an • er Da Fi rch 7 � G" ` n' s. , .. , H ` ,F `'' d wid las r4a Na 2 8 5 � ;' ' /� , Ir1, .' ' k, 1 !'^ „ 11 ri +18if'�j'iii �%�r rid"• 1 ,� , a `r, i1 �l, 12` 12"' o c• ' ' o,c. Each Face - The Contractor shall be responsible for all erection aids and joint preparations that include, but ` r^ ` ; ` L. Contractor shad) verify all existing candi#cans before c:ommeenoing any deirru�lition. contractor re not I meted to, r lion angles, ,lift hod n nth , w Irig procedures, ur , required root B�.msl ri ers Douglas Fir —Larch Nc. 1 135Q ► a i e es a d other aids welding oced es ■ f • . • 1 1 - I M r+,i ='air , i.r Ljr. I" 4 1 half ovide a uate shore and brace of ' ail structural -members exists cans uc io andMT., r r inimu f c = i. , g sI n n ith m m 9 9tr t n out sho l i k w 0o i rtiaf face dimensions move es backin bars surface rou hness values 41 In9 ' nfl NNHN Base pk�te g be t�nsh type ps , M•I •� `\ I rl rr rth < ,,�' Ml,,„teat, 'J , ',Y , 1 v{, Iy ai wh�5'- r soil, .11 as r air and in a manner suitable tb tl work uenc Torre a i and un uai parts. I - :', , I, k [ R,so l eq A l oth n prink rout 1 have m murn c I eq vst Do las Fir-�-Larch o 1 ' S ' ' � , ed, seq I ry , l er dns g shad ini 5,00�D ps ug 12aaI I shore aril 'bra 'bracing shall not be , rW o od until all final connections have been coin eted in I ' . ' � , ` I , l i`i t�1 '' r • EELD All welt# shall be in conformannce . with AISC and AWS Standards an shall be • , � 1 1" ,a `acxx dance with the drawlrigs, and i iaterials have achieved design strength. QX&BM. �iA$NRI.�'; Ali ovncrete arias Iry units shall be Grade N, Type 1, moistured ■ • �. - ---� Fb indicated above is the Base- Design Value for bending • and is subject to modification c itra ed. Assemblies shall have 'a minimum Gatti essive sir h vt fin - 'I 4 i, performed by WABO certified welders using E70XX electrodes, Only prequalitied gelds, as ` , , ., :r-11 , I ' ,. , r psi* " . factors based on usage acid location., , ` ' , . I . • I. ' ,,,I ,,,.' , ; ` i f all f ecautions_:and the methods techn a defined AWSL shall be used. Sh drawl shall show all .weld with AWS A24 - . V±r'1 , r ' LI ,. ' ", Contractor shalt be respons ble or, a 'sa ety pr iq es, Concrete masonry wads "I be reinfbIl as sho. n on the plans and details anal, if not by � , ''� ' ' ', '4 +,' F •' S -i' , }fir �'� acedures r aired o the wok Mnf • n tr re 'n ' sy�k welds shun on the, draaa ngs are minirnumr sizes, increase wild size to AWS � ` , 1 ' ,. ' r I I - sequence• cr, a pr eq per# shown, shall be as noted under 'Il�iasonry R ordng' Steel. Desk) s esses ,a i , I ll jbist ■ u • , ;: [ ■.(.1.'i jr�,/[��•[�[[`}}y��,�. �J7I noted ��pj( All y{ }��/,�rJj. , y i9' v ,,{t, - , r ' . , e_ , , • I ' i . ` ` r • • J • 1 - 1 ■ . . ' . • ► • - A I a + #. s sha be 1�i ' T LEI' un T swltTd other ise� ' , + , !I'll, h ry�11 11.' ° � 'i� -t]I .I�rir� g• 1'�1{I •y I .;�M4 L•IPS'� S�" ,LII _ " � I . I - aceordar' ' with, UBC Section 2107 Without p al `Ir pectean, unless noted See . m nimurn si based ,on plate thickness. Minimum welding rshall be ,3f "fir-1nCh. The V dSg i� YID . I �4 �n������d '�n� 9���� : I , � 'r 1 _ , • t 15 1997 for e _ „ r , sho'w� are f� final �ions� Field weld 2in`aws are shown an w�Iere a afield weld is - I1JWit�hout�lh `�' � r � I' `" U.!� See the Solis Report by Landau Mseciates, it ,dated Augus "Masonry inspection. iNaills shall be s 1 grouted un� noted otl�ris I y N. a . ' r f » • 1 , J , 4 ' t.' u' III �i I II 1 � I t ark t I' bpi )and- � shall be ere acc l' nrit ;with ' , - , ' ' r 'red , b the structural des`g .The Contractor is 'responsible for determin 9 a weld . ' Framing aocessories and , sutural connectors indicated on the- drawings shall be as ,ti , y r �p�ete - informati • E t , w ma enarl; �` . pactio�I _ I y I r41-.r, 1 " �I . manufactured by Sirnpsoni mpany (or approvved equal) unlm netted otherwise, the size �j�' ::•.II���'� , i s ey a {reoomrrie tt ns of- �` Soils" aaoX, � walls shall not lie tic d 'before the A Afl 'rnol�#ar shall be T ■ Sand shall cort#c ri n U �ivn 2102 and 2103. . , - s�hauid be shop--- or kqd welled in order to facilitate the structural 'steel erection. ► .. , �f . , '" ' �1~^i ,?- t° J �R IS�i , i _�' , '� , ' '_ r 11 • , . r ' y' , ' , , , • - - , l I ' 1 I J , t•, ,'S ` 5 tY', iE' r 1 t t • , ` < "a tern bran A�f l tv l +or c •and I 1 I . I _ I 1 - ar ��d number fasteners shall be :as indicated in a latest itiar wf the Siimpson caul :. • � F . ti .,, - ,-,' _ ' i : , I . M I'll IiV i � • I R u the s - .,� V r r , _ - 1 f . , I ' I' r , . 'r ' 1' n, - �' r 1 ' - I ' 1' �! I - where connectors are shawl ii the - catalog, with fastener' options, the option . resulting r in -' �. � r ' surface soil sha11 be rent veil I from ,`.nth till , su n concl'ete slabs i or paving. MraT: Gra�ut shall c forrri to " ,Section 210 aril 21a8. Grout shall , t n�rrn , ; ,, f `' .� �..� , . th lar yr�yst �yl��r�JL}��nnect ��/J■ja ;ky1�.' hail be u All -oth fr m' i�r�jai (/�� L" , ,r'k ;., ; .�.I ;�,r_ I - ` I. , g��F , �''�" • F +1+pa, �.■ty seda t a • .Y. spa-bern�l'! i , r t'-', �1 J a - , /�r+���q/��j�j(a.'/� %/�� j,��j j���j�� I�`�,i�1, # (.+��� ��ee���yrJ��Jj�Q ' l�(� //�� (��j��y+ .�1�;.Y{. ��ypy� 4, I`I • � i 4...� to Ion Li • icafiDns of �' T� Mr+ � �ta� �d 's,.1w r MVe ,�•ls1�M1 Wit t rsh 1 ,#KMt i�1 Steel de El sh l �� t A T� A �, Mil A �ni ui�,� 1#i A � A jr.��La�.i j/-y�/_��/ r{ r�y�1�' • �[.���I�� ed (/1�� iM]`�jr �jwp�•r-��]y ■ �•�y��/y) [�'�/e�� I y ,a'" 'I.,,"ArrZ,VV l �.'.f . + + s' I , , , , ` - r • ' ,. r - •r ■ . a �1 • a 7 .f/. a` `M, sha11 I f of the s e' ,a�d nub 11 ,� ind'Tr"t; Mrs 'r tttt a VRi �f RriYsi - I�R 1\•f 1 .Vlt sh n ` - 1 M1,, i I,'r `I "x-Li a ttL r- �t ti.,' x ,,,. r; ;),' r'.a a '` ' _ r r r r , r , _ . r' • . _ \/ , M� ' , _, ., ' r , '•, f�. al'4- Y}:[°�k�,ry `r11l} ci i.lyA - -1 6 ' , . _ r I 6 wails hail be ro id less no led oth - 'Grade r � 6*ft' n,,, Minimum fy oQo psi.. 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I J . - I 1 Z2*- t - ' ;, , I r _ r I, I , I Jf� r r r! , I,,,. t.a r• '. , l Y{' ' _ I ' ' �,-A;,•�•� v<-usUss�YAKlrl�.-..=1,Yd&,mlli,+�-0uym�]A ,,,lrr-n,' { /'1/1 r�, i' �y� /11 ' _ /' ,, ' 4` ' '' 1 ' - i x,•xvmrrrar• I U 1■ 6�'i:ie%e�"4Q 1 - - r - I I , T96omia, ,,Wa, 7rnc�tflfi,, l,r,, , �' ' '` iM°I11. I , " , /�''�/ .}r�� +e.�y'/'Jy 1 u It a -` , ,. rt2 - • ■ 1 ' r • - . • • . • • I ■ • t , Mr V '� ! 28 Too-- '' J .,i r' ,ijiy, i _.t J V , , 1 t � ,ti `, 1 i Q ' BQUIR,�M_E_NTQ: Ali design and wnstruct an sh it conform to the requ rernents f the +DflHC E ' Concrete work shall oonfiarm to all requ�rerr�ents Hof chapter 1 of the I n�form #AIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�RY REI lF0 11� TEES: Re�nfar ng shad o+onforr to JB Sec�on 2102210. Minimum deck gages are shown on plans and are based on 3�-span, unshored oond�t�ons. �rL�y ; r ` ` ;' ry,� 2 �r7r' ��5 a Y ■ ■ . - . • ■ • r - ■ ■ • , • • • , , r I , ' i ,� V L,■ 1L,� i 1 V7 'SIP I �� ` `�1, -■' , ,1, ? •' Uniform Building Cade 1994 Edition., Building Cdde• Concrete strengths shall, be verified by standard 28—day cylinder tests, unless Deformed bars ,shall be Grade; 60 and shall be securely placed in accordance with Uma Heavier deck gages may be required for conditions other than these, depending on I ' ,� ,`r -, ,,,, ,' r r . r ", x � 3 ■ 1 r , approved otherwise, Concrete mixes shall conform to the followings Section 2104.5: Unless othwrse Hated on the drawings, the rrtinemarri wall relnforcerrent shall Manufacturers and Contractors layout Deck Supplier shall verify deck gages and capacities s��ttre,��� 1 I I loll . , 1, , , 98191--' 27120 I , ' , DEM LQ In addr�on to the dead loads, the following were used for design: be as ows: based on actual deck layout and span condlt<ans. Deviafions in deck gages from these gas-� , ' ? I . f c , Test Age water/Cement - shown shall be submitted to, the architect along with a valid 1CB0 rejaort for approval prior to I 'a� , _ -'i Roof 25 psi LL snow Ivad +drifted snow i Ratio ,U.,� - I Horizontals shop detailing. I • r'` II , I ; 1.11�- `1'I I Floors mall Thickness 1�ertic;ail Bars Runnin+a Bond ck 'Bond Me +k.'•.{'e .-` tI 1!R 1', 1 Y ' �,' • 1,' ' ,rl •, '� ♦ .I Zo„ hi , r r x Y . 3,000 28 0�55 Foundations - _ _.Amercon i. . r_, Offices 80 psf LL + 20 psf partition load �Dleck welding shall be in a�dance with AWS D1.3, °SpecMcato for Welding Sheet Steel in ■���;` /�y 5 ■ . * i► >♦ . • . I �l stltute of . r 1 '' I '_` `, Y Corridors, stairs 100 psf LL 3,000 28 0,45 Concrete - on metal decks, slabs and stairs #4 @ 481 tic. #4 @ 4$ o.a #5 @ 48 o,c. Structures. welders shall be qualified by WABO Light Gauge Certif cation. Ar hat cis , I r' ? Foundation on grade, non—structural concrete, concrete 6� 0 486 o,c. 0 48' o c. , @ 4F o.c. Y �' : - da 0 #5 #5 I . ,r I Allowable sail bearing pressure 4,000 psf not noted otherwise) 8° #6 0 V o.c• @ 48' o•c• 2) � @ 48' o.Ic. Contractor shall provide closure plates, flashing and all miscellaneous light gage metal shapes - Retaini walls 35 #(equivalent fluid ressure) unrestrained 1 ' @ W o c, 2 0 48' o c. (2i @ 48' o c. nec sa to cam lete the work, The minimum end lap shall be 2 inches centered over I ' ' 1,,: r I : ,. ; t , ,' . I' ' Ipcp #` nY p p I - 55 pcf (equivalent fluid pressure) restrained 4,000 28 0.45 Cast in place walls and retaining walls. supports, The minimum bearing required shall be 2 inches. " , I I , ,, -1.1' ' .' I` Bored beams ■th h I ba ba hall be ided I# -' fk7o nil # I' . � � 1, .. � I,- , {� I ,, d R_ �— M < �_ Tr I i` � - MI C M E D M D °Asa9y r I„ !, ^ 1r" , i• AII .`.ry r r tI+1 i,, rr'• `'r`}'�i14: A,-I,ar 1-„i r•d J } - ` M , C _ r E ,' �../I 5 ti 'ri r, 1 r 'r 5 S I1 Si. lj v a 4 A 55..{ 1,. Fy .•p LI , e , r r r t r I . •,..., 1 ' .5•« Jr _ I DATE ' ' r - 1 r ' 1` ' ' - ' J r F rt r t r C I I I�q o �,, •,1 Sx 1�, t. r, J• r F dl PLANS r r - ' r , • i - r r , - ' r EXAMINER' ' , Ln ' r '' ` 'r t, • tit:1L'ti 5� .�2i'A` t' ' 1: `5„ ' rr r • ' , r ' , \ v.wvmcarvccw+uw_..........nar+xr,urc I - ` •..I i 1 r • IF +F IF t r • ' - . 1 r 'k iRU ST C'OTESNTURAL - , � � _ - �WNG � y �1,r��, J 5 ' • J ~ - 1 ' ' • ' , 15 r . V�T �M�1IY+'1n7s' •! 1 , r � . n 1 ', ` r r I • t �iM1'a��i-r� Urban� .r��� Yt�rr r • I ' J � t• ��'j t ,} • CTURAL D SYMBOL, S ' r • ' ' ' r _ i ` x . i r , 9 r , n i r ' t x ft ■••� J■IgaL t jp`,I I F1'1 • ' rid - , r e Il , tV P .Plywood pans shall c+enfor to the requirernents of the latat edition of U.S. D W U T ',Ir ..,,, r., ; . Laminated Veneer Lumber L shall be Wicrollam° b Trus Joist MacMillan or a ovW, .� , ,.......� �.......�.CONNECTION F' �r r,1�;11 J � � Prod t Standard PS`--1, for Construction -an' Industnat Plywood. E�►+ch J �� shall -bear the y SURFACE STEPPED REAM HINGE CQNNECT ION � APA ode 'trade mark of the Arerican" Pl ood Assc�al P shall be as fvhows; equal. LVL shall have the #vllov+nrlg rnater l '��es. T � hr �5 ,' yw a�a l v� ��, t n 1 . ,SURFACE�- LOPE UP BUNDLED STUDS, WOOD, POST0$�$-srua0,+ Modulus of Elasticity, E million Iit Ooft„heatfl�ng r r Flexural ress Fb fi�QO p de�'jth ! r r r . Per dic far for Gratin, FcL Tao' i SURFACE - SLOPE t DOWN 5��� �.�'� �� s�,15 , r \ .. �M —D INT ith Ext r 7r,Pl /\ - Compression r - *'T'4 7'•/` Ir • r • allel to Grain,'Fd 11 4B0 i GLU-LAM SECTION Seattle, ot6 ; r . . Compression #prjrRVVar ,M. , p a�iQ41e, w01�'ynYV r II I' ,s rr tr, �, • `• i 3 45 48 24 Cl INT APA with Exterior Glue(CDX,where indicated • ss� ��- � /Horizontal Shear Perpendicular b Glue Line, Fv 85 psi SURFACE - SLOPE TWO WAYS ?06'223,.-2742 ' r r I - 'FF Lr4ILl 622-- 9462 n fox r• , Parallel r Lumber shall Tarallam" Trus Joist MacMillan, or approved equal. . t > .t I a a el and rnbe+r be by s ppr eq , . /// COMPACTED SOIL SOLID WOOD SECTION , �, -- PSL, shall have the following minimum material properties. ; Members of TI�t+� At'r'3erlGan � - ''i F r 3 3/4 481124 C D INT APA with Exterior Glue (CDX) i 1 I UNDISTURBED SOIL Institute of Modulus of Elasticity, E 2,4 million psi Flexural Stress Fb Z900 i (to depth) SOLID WOOD BLOCKING SECTION Architects , Shear - Compression Perpendicular to Grain, Fc�, a,50 psi STANDARD, r SECTION CUTS , rirl T ; Compression Parallel to Grain, Fc 11 Z900 psi 3 A%S2.1 15/320 32/16 C-D INT APA with Exterior Glue (CDX) id F Strands, F i PLYWOOD IN SECTION .' Horizontal Shear Perpendicular to Wide ace of S ands, v 290 ps -- BUILDING SECTION CUTS BEAM/GIRDER/MOIST r 5 J t RA I All roof sheathing and subflooring shall be installed face grain perpendicular to supports or as A/S2,1 A/S2.1 indicated on the drawinIllgs. Roof and subflooring sheathing shall be unblocked or as indicated WALL ABOVE THIS LEVEL w ``■J HEADER • Consort►rg rows on drawings• Shear wall sheathing shall be blocked with 2x framing at all panel edges, unless ggo ' noted otherwise, Floor diaphragm and shear wall nails shall be driven flush but shall not r r���� care - 9 SPOT ELEVATION * • , . AB Anchor Galt INT Interior ___�_ ..�. �eat��a Washfer�ot� ��r a ,; fracture the surface of sheathing. Nailing not shown shall be as indicated on Table 23-1-0 .. _.. WALL BELOW THIS LEVEL W/�HEADER c2o6) 622-� F011 r of the UBC. All nails shall be common, ADD'L Additional JST Jest ADJ Adjustable JT Joint ! " _ F IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IlljllIAGG A to K Kip Ibs.� 99 --0 TOP OF CONCRETE EL 97 p 1 WALL (ABOVE THIS LEVEL) 1 ; Adhesives for field gluing plywood to wood framing shall conform to APA ' specification AFG�--01. AFF Above Finish Fbar KSF Kips Per Sq. Ft. t ANCH Anchor LF Lineal Foot, a ARCH Architectural LLH LongL Horizontal �. WALL (BELOW`, �,� e9 99 0 TOP OF MEMBER EL, STEEL OR WOOD � �` GLUED LAMINATED MEMBERr Glued laminated members shall be fabricated in conformance B/ Bottom of LLV LongL Vertical 89 with U.S. Product Standard PS -73, "Structural Glued Laminated Timber' and American BLDG BuildingLP Low Pant : Institute of Timber Construction (AITC) AITC 117, *Manufacturing' Each member shall ar an BLK Blocking LVL Laminated Veneer Lumber WP WP MASONRY FALL 1 AITC identification mark and be accompanied by an AITC certificate of conformance. One BM Beam MAX Maximum WORKPOINT a , o field BOT Bottom MECH Mechanical--..,�-.--..-1-�..-.-�.s' coat of end sealer shall be applied immediately after trimming in either shop or eld WELDED WIRE FABRIC 10NAL, Members shall be visuallygraded Western Sj�r/��.r�/jf1/ies industrial grade uno, and strength BRG Bearing MIN Minimum indicated as follows: BSMT Basement MISC Miscellaneous SLOPE INDICATOR ; } STEEL IN CROSS SECTION J. BTWN Between MOM Moment " BUR Built -Up Roofing NIC Not in Contract _ STRUCTURAL ARROW (DIRECTION OF SPANSCombination �- = C Camber NOM Nominal ,L sizesaymb-oiCAP Capacity NO Number f�' THE AMOUNT 4F MID -SPAN DEAD LOAD CAMBER w' COLUMN PASSING THRU THIS LEVEL Pr-Q'ect Tice- .• ,J' tr CC Center to Center NS Near Sidi Nonshrink `- V3 DF DF1a" Depth Simple span - r r Beams 24F !P Pio Pa CIP Cast in Place NITS Not to Scale CJ Construction or Control Joint OC On Center-- Y:: r_ ...L:_ �s: �::rr: SHEARWALL J 1 J { _T . �` COLUMN BELOW THIS LEVEL 1 th Continuous or ; , j� 20F V7 DF�DF a Dep CL Centerline OD Outside Diameter cantilever span , �.CLG Ceiling OF Outside Face ,, ' r , 5 •; CLR Clear OPNG Opening ni F 24F - V4 IF DF DF 1a Depth Simple span CMU Concrete Masonry Unit OPP Opposite COLUMN STARTING AT THIS LEVEL �L=DM, "IF ` COL Column PDP Plan Dimension Pant J, LICr' + .r 24F - VS DF/DF >1a■ Depth Continuous or LONG Concrete P PastIF }r cantilever span CONK Connection PC Piece 2 PLATE SPLICE -• SEE SCHEDULE E/S4.1Omp k .1 ', rl- r'1 ! CONST Construction PEN Penetration ' ' CONT Confinuous PL PlatId e _ SHEAR WALL SHEATHING/NAILING SEE ` ; ` A F TORE P N B W D TRU E Shall be of the sue and stile shown CONTR Contractor PL Property Line g PREM NU profile SCHEDULED S4.1 • 1 . . • 1 • • '+/ V A/ �' Coordinate PLwD PI 7 i! � r r ` i 4' ! .- on the drawings. The trusses shall be compatible with the load, dimensional and fire rating// ; ; " ' . CP Complete Penetration PNL Panel ' 00 requirements of the protect. Trusses shall be designed in accordance with the UBC and Cent PP Partial Penetration NO OF BUNDLED STUDS - SEE SCHEDULE H/S41 _I leads described herein b a Structural Engineer, licensed in the State of Washington, who is CTR Center ` y 9 .. GY Cubic 'Yard PSI Pounds Per, Sq. In. t � + regularly engaged in the design -of plate connected wood trusses. In addition, they shall be ST 9 _ DB Divider ?Beam PSF Pounds Per . �Ft• �" � .. r 1 Division I now � 'SIMPSON HARDWARE SEE MANUF. CATALOG analyzed for snow drifting requirements per 1994 U Appendix, Chapter D s , S DBA Deformed Bar Anchor PSL Parallel Strand Lumber ■2— Load= �� a Q Design and "wind Loads as described in the Structural Notes on this drawing, Trusses DR. Double PT Point ,r r5 r I i , I NI usingpress fates shall be fabricated a manufacturer who is 'a member of the Truss Plate _ i by PWi• Prefabricated Wood Truss { P P ' DEFT Detail a �V +^ ,51• . Institute. The effects of eccentric loading shall be considered in the design of heel joints on DF Douglas Fir R Radius I • ` , IW&WFIM roof trusses spanning more than 35 teet DIA Diameter RD Roof Drain DIAG Diagonal REINF Reinforce Trusses shall be supplied with the proper bracing to provide lateral stabile of all truss DKG Decking REM Remainder `. u J T PP P Pe 9 P D 1 'w 1,. „ members and trusses, tie --down connecflons from trusses to wall tops and beams, Trusses DO Ditto REO'D Required shall be supplied with tapered hardwood shimming so that every chord bears on the DN Down RO Rough Opening ' full --width of ever supportwithout notchingthe truss members. Hangers shall be provided DWF Deformed wire Fabric RND Round ; } ` 5 y i r Ix r r el r conditions require it weldable hangers shall be provided DWG Drawing RTN Return , by the truss supplier where support eq Fang ant rf with steel members. DWL Dowiel SC Slip Critical � where hangers e a 51.1 STRUCTURAL NOTES S41 TYPICAL WOOD DETAILS ! t EA Each SCHED Schedule ' . r � r � I • EF Each Face SECT Section ' , , r , ' , i' Each truss shall bear the quality control stamp and shall be marked or otherwise have S1,2 STRUCTURAL NOTES & DRAWING INDEX S4/2• TYPICAL WOOD DETAILS =; , I EL Elevation SHIFT Sheet III ,1 a. permanently affixed the identity of the company manufacturing the truss, the design load, , ' , 3/4/0s - 1p , cemmp S ILLJand the spacing of the tr11,11111111111, 1 go,'', ill,usses in accordance with UBC Section 343.6. ELECT Electrical SlM Similar S2,1 FOUNDATION PLAN -- COURTS ELEV Elevator SOG Slab-onFlaide 54.3 WOOD DETAILS tt% m EQ Equal SP Space , Each truss shall bear the quality control stamp- and shall be marked or otherwise have52.2 FOUNDATION PLAN -POLICE 54,4 WOOD DETAILS EQUIP Equipment SPEC Specification Job i�o.: e r - permanentlyaffixed the identity of the company manufacturing the truss, the design load, 1 s I rF r • EW Each Way so Square ; I` a and the spacing of the trusses in accordance with UBC Section 2343 6 EX Existing SS Stainless Steel S2.3 MAIN LEVEL FRAMING PLAN -� POLICE S4♦5 WOOD DETAILSssuDate: EXP Expansion STD Standard AC WMQ1 Shall be rnanufa+i�tcired the Truss Joest Car ration EXT Exterior STIFF StiffenerS2.4 ROOF FRAMING PLAN- COURTS S4,a WOOD DETAILSLLJby Pa N FD Floor Drain STIRR Stirrup1,��e'� • or, approved equal. Premanufacture goad foists shall be of the size and profile shown on ~ • S2.a ROOF FRAMING PLAN - POLICE FDN Foundation ' STL Steel 54 WOOD DETAILS 1. the drawings, The Ists shall be compatible with the load, dimensional and fire rating I 5 f ♦ FIN Finish STRUCT Structural - L requirements of the prefect. Joists shall be designed in accordance with the UBC and bads „ SH ROOF LOADING PLANS 55,1 S DETAILS described herein by a Structural Engineer, licensed in the -State of Washington, who is FLG Flange SUPP Support rr . .. Floor SYM Symmetrical n F ;rt r ularl a ed in the des n of wood foists, In addition, th shall be analyzed far snow FLR F Sy - o suet cats,. y �9 19 1 . , FOS Face of Stud T/ Tap of F S'2.1 FOUNDATION PLAN FIRE STATK)N S&I MISCELLANEOUS DET S .1 drifting re*ements per 1994 UBC Appendix, Chapter 16, Division r 1. Snow Load Design and FS Far Side T&D Top and Batten „ r ' r , I , � f ' , rk 15} 5 fR4 '"Wind Loads as described in the Structural Notes an this drari - �. ` `y ' r FT Feet T&G Tongue and Groove F 52.2 ROOF FRAMING PLAN FIRE STATION 3 SB.2 MISCELLANEOUS DETAILS Ll Footing �/�w/�` 1 , 1 • • • . . joists FT ! '! �!ti 111. THK Thi6k(n�•iJoistsr shall be supplied with the proper bracing to provide lateral stability of all and GA Gage THRU Through S3,1 TYPICAL CONCRETE DETAILS S7,1 IS G HALL FLOOR AND ROOF PLANS NO s) �tie -down c onrmtons from 'gists to wall to and beams. + Joists shall be sd plied withl Ps P GALV Galvanized TRANS Transverse♦ r ti Y it }II ,I 1 S , so t every chord bears can the e fullhwwidth of everysupport = l S7.2 EXISTING CITY HALL DETAILS � Lot tapered hardwood shimming tat, eryRPM, GEN General TS Strutural Tube 53.2 TYPICAL CONCRETE DETAILS Lr ti•5 W dhiout notching he joist, Hangers shall be provided by the joistsuppl wh w ng t I � supplier ere support GL Glued Laminated Beam TYP' Typal • t : Y ,, ,r ' ', . , r • ; • r r 5�,3 CONCRETE DET�L� t 5 r'v r conditions require Wddal ■■r�..'..■/�•7J.ers shall' be proided wee twrs interface with steel GOUT Govexnrnent UBC Uniform Building ale Y e 1 1 1 '• 1, ,r '' members. GR Grade 1 UNO Unless No a Otherwise _ M'A • rl. 5 C'1 1 l J , �1 �■t 3 �r�t� {1 1 y rr 'r� I�!�t{��% 'li -J }Y'!y ♦' rr'' 1 }-- GWB Gypsum wall Baai�rd VENT Verb 3 SU CONCIETE DETAILS ,�{ri ,Ie„}� f�y���, p �� +r,i. iris I � d A Y i, `II ! w1. - S • The maximum floor to floor shrinkage is estrbated to be I to V4,, 'The HF Heim- W/ With } ' J YM7tilJl{ {�Fi Mi.1•r I.r�, 5 r l fm• h eta should be des ned to accon date this shrinkage. HGR Ha WD wood pluming, �ircltectu a es� e s kag Hanger a Hl4 Hook wF Wide Flange + ' . r ' - , l 4 r •��II�1/• I'r r. rr',rt ,i ". , `r ,.^li 1'] r''` y • All. wood in tact with earth eancrete, or expmed to the HMZ , Horizontal wHS welded Headedstud Stud " " ,weather shill be assure t eated. _HP H Paint wL Water Line ' ; 1 Y r r r r ] . • r l 1 f r f I ,• 1 ^ h I r,t4.1{{ ' 1 ID Ins Diameter w fl� withc L r , rl, ua lht t IW °j,J•rr, r 5'Ji' v 't 1' f ^ 1_'ri 14' r' 'r J '• t r , tl •1 i[ ` IE Invert �levatrc�n WP Work Point IF, Ins Face WT Structural Tee J • 1 I : 1t ,,J``',• 'F'rl ,rl 'r•Jh'S , n r ' 4r• ry. 4� '1J `ar r '.+ ty tlk' >< iN Inch WWF Welded wire Fabnc ° . 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'' . i.u' xrr Ir, ay • r. r, 1 r Jf;5;r51. 1_ liJ1t1�11 ,11`Y,""'`! f' l°T{r 1,i't y<h lw-. y ti r t I I 1 • - r _ ' - . . r ' ' • . 5 F + ' ' 4 ' 'MTi 4• t! , A r• ''}�-i l` ii(yi1 ',r,r E , r•el• Jn y•pp a r ` r i , - - - ' r r - ' o r I', • r [. - c 51. t r r , ' - _ _ ' _ '`.- i • . , r _ +t ,Jr ='JJ1 • A • B • C • D • E • w U Cn n n w iD o w Q Q00 m aC�l w NBC w W ::�i� Q � m Cn � a a LLJ � 0 w cn _ x w CD W W 0 0 lL to a CD � m o� w cL w <:D -7 W x C� 2 • 3 MEZZANINE FRAMING PLAN /8 — —of$ FOUNDATION PLAN -COURTS 1. SEE DRAWINGS S1.1 AND S1.2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS. 2. SLAB SHALL BE 4" SLAB--ON--GRADE WITH #3 @ 18" OC EACH WAY 11/4" CLR BELOW TOP OF SLAB, UNO. SEE DETAIL A/S3.1 FOR UNDER SLAB AND CONTROL JOINT REQUIREMENTS, 3. F4.0 INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE ON S3.1. (.X'-X") INDICATES BOTTOM OF FOOTING ELEVATION. BOTTOM OF FOOTING ELEVATION IS (+92'-10") UNO. 4. SEE S3.1 AND S3,2 FOR TYPICAL CONCRETE DETAILS, 5, CONTRACTOR SHALL VERIFY ELEVATOR PIT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 6, FOOTINGS SHALL BE PLACED ON UNDISTURBED NATIVE SOIL OR ON LEAN CONCRETE BACKFILL WHERE OVEREXCAVATION OCCURS PER SOILS REPORT. 7. SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS, 8, SHADED WALLS INDICATE SHEAR WALLS ABOVE THIS LEVEL,, SEE SCHEDULE ON S4.1 FOR ANCHOR BOLT SIZE AND SPACING. 9. OR > INDICATES SHEAR WALL TYPE ABOVE LEVEL SHOWN AND STUD NOMINAL (X6) (X16) WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4,2. 1O, INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND SIMPSON TYPE HOLDOWN ANCHOR AT THIS LEVEL., NUMBER OF STUDS INDICATED ARE FOR STUDS ABOVE THIS LEVEL. SIZE TO MATCH WALL STUDS UNO. SEE B/S4,1. 11, ALL DIMENSIONS GIVEN TO FACE OF STUD OR FACE OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE. 12. (0) DESIGNATES NOMINAL WIDTH OF BEARING WALL STUDS ABOVE LEVEL SHOWN., ALL EXTERIOR WALLS AND CORRIDOR WALLS ARE 2X6 @ 16" OC TYPICAL UNO. ALL OTHER INTERIOR WALLS ARE 2x4 @ 16" OC TYPICAL UNO. 13, TOP OF SLAB ELEVATION +95'-0" TYPICAL UNLESS NOTED OTHERWISE, CONFIRM WITH ARCHITECTURAL AND CIVIL DRAWINGS, 14, 2 INDICATES BUNDLED STUDS ABOVE LEVEL SHORN. SEE SCHEDULE H/S4.1. 15, ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL HAVE 1/2" PLYWOOD SHEATHING W/ 8d @ 6" OC AT ALL PANEL EDGES AND 8d @ 12" OC AT ALL INTERMEDIATE FRAMING MEMBERS, 16, SEE ARCHITECTURAL DRAWINGS FOR ALL NON—STRUCTURAL PARTITION WALLS, SEE A/S4.1 FOR DETAILS, 17. SEE DETAILS H/S3.2 AND K/S3.3 FOR COLUMN BASE DETAILS, BP-1 INDICATES STEEL COLUMN BASE PLATE, CB INDICATES WOOD COLUMN BASE, 18, MEZZANINE SHALL BE 1" GYPCRETE OVER 3/4" CDX RATED SHEATHING PER S1.2, BLOCKING REQUIRED PER C/S4.3, PLYWOOD TO BE GLUED & NAILED AS FOLLOWS: AT CONTINUOUS PANEL EDGES: 10d @ 6" OC AT OTHER PANEL EDGES: 10d Q 6" OC AT INTERMEDIATE FRAMING: 10d @ 12" OC 19. FLOOR SHALL BE 3/4" GYPCRETE OVER 3/4" CDK RATED SHEATHING PER S1.2, BLOCKING REQUIRED PER C/S4.3. PLYWOOD TO BE GLUED & NAILED AS FOLLOWS: AT CONTINUOUS PANEL EDGES: 10d @ 6" OC AT OTHER PANEL EDGES: 10d @ 6" OC AT INTERMEDIATE FRAMING: 10d @ 12" OC 20, TOP OF PLYWOOD FLOOR SHEATHING ELEVATION 98'--0" UNO. 1. � r� ri l i GTLJR A L IP- LA/VS 6EP/qR/1T 1()N W, LL LO (AT I ()/Il - i B • C D « E • 2 • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206) 223-2742 206 622-9462 fax Members of The American institute of Architects Consulting Engineers 1201 Third Avenue, suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (296) 622-8130 EXPIRES 1/20M I Project Title: iT F `�M NHS CCZ07R�11P��E��1 APPROVED DATE,46 CITY OF EDMONDS - BLDG, DEPT. Building official A f � A3s51 7/30/98 ASl 135 2/13/98 ADDENDUM #5 Job No.: Issue Date: 8-14-98 Sheet Contents: 96363 All material appearing herein constitutes the 4 unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. • Scale: Ref, North Sheet No.: APPROVED 0 t) M. U CD L of a n LLJ n Ln z! _ cL �- L J 0.. c' < � IF o 0 a .% C L �.- m W m CL w CO CF) Q LLJ F-- a a_ Of I, Cm C M. ZD 5�O J � V) LLJ C) ' LaiW 4< CIO m a m ZD V C m LLJ L Cx" V) - `� • Y w i [t.. { u a u 1 2 m 0 4 F r r 4 • ,I A INE =1 w-U B - Ci D B FOUNDATION PLAN -CO * r 1/8 1 0 k, ` r , IF • 1 `1. Olt a DATE ` ! I,r , , '+Ihr 1dr'I, ,ii `l a 11 LANS ' EXAMINER . ♦.r S,` 1 Ylrf + , � 'T 1 ;,i ti'u'�r�! s ti' k,�',, r�:�`'= s Si '� ktf. ^v:'S t ' I , • r ' r I i' 4 i 1 t ,l { if rLl 'yS 6i� 4 15n ,AMR I fa t�t4OH, ar IJ ' I I L 1 ' i , k ' ' , P AN. NOTE FOUN�A_TI��I L S: ° � � �r �v � �am�er�� a';r • r OIL,. , . , . � , - t 205 38`3-4-87 1, SEE DRAWINGS S1.1 AND S'l FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS, , 06 ' S "* „ . r 266 383*.i-8728. fax' 1, „! V V Loi'no M $ y'rl 2, SLAB SHALL BE 4 SLAB —ON —GRADE. WITH #3 0 18 OC EACH WAY Ill CLR BELOW'!OP TOP OF SLAB, Swite 40 ` i4 Seattle Wdshf�otob ' I UNO, SEE DETAIL A/S3.1 FOR UNDER SLAB AND CONTROL JOINT REQUIREMENTS, 11 -2 2 1 2Q 223- 2742 ' ' 206) 622--9140,1',�'0 3, F4.0 INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE ON S3.10 �`' INDICATES BOTTOM OF' FOOTING ELEVATION. BOTTOM OF FOOTING ELEVATION ' Tire AmeFic�� -i r rf'� IS (+92-10") UNO, r , llnpA�tpte I #t ! Ara hitects 4. SEE S3.1 AND S12 FOR TYPICAL CONCRETE DETAILS, 5, CONTRACTOR SHALL VERIFY ELEVATOR PIT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. B. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATIVE SOIL OR ON LEAN CONCRETE BACKFILL WHERE OVEREXCAVATION OCCURS PER SOILS REPORT. 7. SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS. Be SHADED WALLS INDICATE SHEAR MALLS ABOVE THIS LEVEL, SEE SCHEDULE ON S41 FOR ANCHOR BOLT SIZE AND SPACING, 94, OR > INDICATES SHEAR WALL TYPE ABOVE LEVEL SHOWN AND STUD NOMINAL (x6) (x6) WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4,2. 10. INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND SIMPSON TYPE I Ir I • .IL err' ' "• - , ►tl inlF < ' i Thlyd°' Averm Seattle, W dShingtW' 101- r� •\ i r rl I I w t. l HOLDOWN ANCHOR AT THIS LEVEL. NUMBER OF STUDS INDICATED ARE,x. FOR STUDS ABOVE THIS LEVEL, SIZE TO MATCH WALL STUDS UNO, SEE B/S4.1. 11, ALL DIMENSIONS GIVEN TO FACE OF STUD OR FACE OF CONCRETE TYPICAL UNLESS 2 ; NOTED OTHERWISE, , d '4 6. 12.(0)S N Project. �"RI1DESIGNATES ATES NOMINAL WIDTH OF BEARING MALL STUDS ABOVE LEVEL SHOWN. ALL EXTERIOR MALLS AND CORRIDOR FALLS ARE 2x6 0 16" OC TYPICAL UNO. ALL OTHER INTERIOR WALLS ARE 2x4 0 16" OC TYPICAL UNO. a , 13, TOP OF SLAB ELEVATION +95'--0" TYPICAL UNLESS NOTED OTHERWISE. CONFIRM WITH ARCHITECTURAL AND CIVIL DRAWINGS. 1C F="] f y 140 INDICATES BUNDLED STUDS ABOVE LEVEL SHOWSEE SCHEDU E H 4, ;.,rF"N., PI-L { ' k 15. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL HAVE W PLYWOOD 1 1 61 SHEATHING W f Bd 0 B" OC AT ALL PANEL EDGES AND 8d 0 12" OC AT ALL E x 0 INTERMEDIATE FRAMING MEMBERS. 18. SEE ARCHITECTURAL DRAWINGS FOR ALL NON --STRUCTURAL PARTITION WALLS, y : ;, SE A/S4.1 FOR DETAILS, it J L � r ! v'e"1 . _ 1 17. SEE DETAILS H/S3.2 AND K/S3.3 FOR COLUMN BASE DETAILS. BP-1 INDICATES ;' , ` STEEL COLUMN BASE PLATE, CB INDICATES WOOD COLUMN BASE!. Ewmm &M - , 18, MEZZANINE SHALL BE 1�, GYPCRETE OVER 3/4"Wad*tl CDX RATED SHEATHING PER S1.2. . BLOCKING REQUIRED PER C S4.3. PLYWOOD TO BE GLUED NA �� L L � � NAILED AS FOLLOWS. r . , �, ,. ` ! i tii j • r t _ AT CONTINUOUS PANEL EDGES: 10d 0 0" OC 11.1 L 11' AT OTHER PANEL EDGES: 10d 0 B OC AT INTERMEDIATE FRAMING 10d 0 12" OC ' I rs .• 19. FLOOR SHALL BE 3/4" GYPCRETE OVER 3/4" CDX RATED SHEATHING PER S1.2. BLOCKING REQUIRED PER C/S4.3. PLYWOOD TO BE GLUED & NAILED 'AS FOLLOWS: , r AT CONTINUOUS PANEL EDGES: 10d 0 B" OC 2/13/98 AT OTHER PAN r L. EL EDGES: 10d � B" OC r AT INTERMEDIATE FRAMING. 10d @ 12OC ` Issue Well 20P TOP OF PLYWOOD FLOOR SHEATHING ELEVATION 95'-0" UNO.oe Sheet don' fent': Fom& Pam`' L ! t All ' material oppogring `.haee'in ; a un u �PaFwd 6sid arlq�nat r�o610. t e�' ?` ° a�td ' rngy nbt bey ' dook without #hA 'written #��em stet'; r+a tict. i At 1 , I 5 L l , .f M 1. � Nfll M. r < . . • r ' r . I, . ' `r v 1 r'N`r Y 7 ] ,L r , . , ' [ •L. 1 r`� } �` � r''�,f lt�, ` L • rye lam` I • + . 531'4VIW'.5,., �, 'I �':' , aM1 tr3•�' ry`�4';p l,�,trf;-�''k�,,. �! .. [ - , _ I' ' r r r� r ' 4"���}V,' , . ,A_. Na ,5 °.l. 'L4 ,•�. r 1 •� I L F i I `,'i ..y L 'u'a! I., '�'•-`�r 4. � , i 1 1 L ., ♦ I C if ' n . !, , , � , [ i , , Yl I♦'rn F.1 }, f f' - i a ` _ . ' __ _ - __ - - - ' ` , ' ' `f<~ '6 ';' ,;`,r•rr, nT r '� ; F+I' • 'r.} ' I lr r, •�r14'� •Yi ,a �Lp ' '; L, ~ + A • B • C • D • E • o FOUNDATION PLAN NOTES: 14, SEE A 1.1 AND S1,2 FOR STRUCTURAL NOTES, DRAWINGS S L N ES, DRAWING SYMBOLS AND ABBREVIATIONS. 10, INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND SIMPSON TYPE n HOLDOWN ANCHOR AT THIS LEVEL, NUMBER OF STUDS INDICATED ARE 00 2. SLAB SHALL BE 4" SLAB -ON -GRADE WITH #3 Q 18" OC EACH WAY 11/4,! CLR BELOW TOP OF SLAB, FOR STUDS ABOVE THIS LEVEL, SIZE TO MATCH WALL STUDS UNO, SEE B/S4.1. z UNO, SEE DETAIL A/S3.1 FOR UNDER SLAB AND CONTROL JOINT REQUIREMENTS, 11. ALL DIMENSIONS GIVEN TO FACE OF STUD OR FACE OF CONCRETE TYPICAL UNLESS 3, F4.0 INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE ON S3.1, NOTED OTHERWISE, a (.)('-X")INDICATES BOTTOM OF FOOTING ELEVATION. BOTTOM OF FOOTING ELEVATION IS (+80$-10") UNO. 12. (x4) DESIGNATES NOMINAL WIDTH OF STUD BEARING WALL ABOVE LEVEL SHOWN, ALL EXTERIOR WALLS AND CORRIDOR WALLS ARE 2x6 @ 16 OC TYPICAL UNO. ALL OTHER INTERIOR WALLS ARE 2x4 @ 16OC TYPICAL UNO, cn o 44 SEE S3.1 AND S3.2 FOR TYPICAL CONCRETE DETAILS. Q ! �� �-- 5. CONTRACTOR SHALL VERIFY ELEVATOR PIT DIMENSIONS WITH MANUFACTURER 13. TOP OF SLAB ELEVATION +83 -0 TYPICAL UNLESS NOTED OTHERWISE, PRIOR TO CONSTRUCTION, CONFIRM WITH ARCHITECTURAL AND CIVIL DRAWINGS, Q 2 6. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATIVE SOIL OR ON LEAN CONCRETE 14, INDICATES BUNDLED STUDS ABOVE LEVEL SHOWN SEE SCHEDULE H/S4.1. BACKFILL WHERE OVEREXCAVATION OCCURS PER SOILS REPORT, CIO 15. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL HAVE 1/2" PLYWOOD SHEATHING W 8d @ 6" OC AT ALL PANEL EDGES AND 8d @ 12 OC AT ALL 7. SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS. / INTERMEDIATE FRAMING MEMBERS, 8. SHADED WALLS INDICATE SHEAR WALLS ABOVE THIS LEVEL. SEE SCHEDULE ON 54.1 FOR ANCHOR BOLT SIZE AND SPACING. 16. SEE ARCHITECTURAL DRAWINGS FOR ALL NON --STRUCTURAL PARTITION WALLS, • SEE A/S4.1 FOR DETAILS, U-' CD 9. OR INDICATES SHEAR WALL TYPE ABOVE LEVEL SHOWN &STUD NOMINAL � � 17. SEE DETAIL H/53.2 FOR COLUMN BASE DETAILS. CB INDICATES WOOD COLUMN BASE. (x6) x6} WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4.2. + wIIIIIIIIIIIIIIIIIIIIIIlljlll 11,1111111111118. INDICATES SIMPSON TYPE HOLDOWN ANCHOR & BUNDLED STUDS AT THIS LEVEL TO ALIGN WITH STUDS AND HOLDOWN IN THE MAIN LEVEL WALL ABOVE. lit 65E n. � D E F G C)(-ATI0VV i68'-8" 42'-8" 40l-0" 40,_0! 46,_0" 129,41 5'-10'! 280-4" 4'-9" '-101/2» 2 < l 121-8" 24 -0 Cn ��- � 8" CONC WALL 11 •_k <w jLJ, 5``l i •�..7 Ir 22 CL m i - RAMP UP CD - C S3.3 � F dL_..------------------------ --_�-M�-__�_- __-------- - ---- ___-----------------___ _. -�-_ I I -� r � � I 79� 4" - - w_ _ % _er v� ��c� _ / / E I I I L r�nr►ir��rTr r%ri _ °- I r---- -F40 L r- r_ r-._ r______� �- 1 F4.a r---- 3 _ III I I C`�I - _ I - I FF6.0 _ �... `-�- • I I I - s " I I L � • j °Q 1 L__J L__Jj J L_ J L._.. J L _ J I I I I I��-4 ..J-1 s s, w ►`� rs4 tc I 1 I I _ J tp .� 18 Q- } � ,-- , F4.0 F4.0 },,� �,, ., , I " F4.0 F4.0 F4.0 I I I , ��- !- Rf " 1 � • F .A 1 ;, F4.0 6 SLAB ON GRADE W/ 1 � , I {x6}, I � �� 7 11/8 Q oa � 1 fib` _• - �,. �+ fo � C4sa 4 @ 12" OC EW 2" CLR 5c F/S3* BELOW TOP OF SLAB ,T.4C - - J I - __-_� I I 6 I (79-10 1 I I I :� I----___J I 1 ! !, 1 �p�` � 11 I 1 o I;.,."(x4)1 STUD SPACING TO BE 12 C I r I {79 -4 I �° III K 3.F6.ODl _ .... - - ---- - - - -- -- . ! n \ S Z \ I UtL W I UN U1 LAB 111; r '"`�: .�-� _ f. Il_ _ ` . Imo. _ _ � i �' �' .�'L., illy _ "_ I � ''%�- ..�, I� � � (79'-4"� /t�'`�79,--4„} lam` � ► I I ` ! I < <' --`� ",U)1 ! �/�o`° � �,� 1 I i I � I I 3 CD ---------____-I _---- _-__--_------ �__� � r �._-� , r���. 4 - ---- .-'- - - - -- - � - __....._.___ - _..-_-- -- -' - -- _- � I I- ._ r 1 I �}- r •-�- L J �4 L ._ _ ..I I I I # I I � I5 /J L J L - - - J w CD _.... _ - - ------� _� r'-�---- '� �, I 1 'Q� F4..�. I I I -� L(x6} 3 �ix6} I 1 r ' i I I J I- �x4} r4 r- l __.-___ __--Mile- ---__J L._ -_ .�..-�..._.-.-_ �.J �____ __ _------ ----- O` �`(X4)-- � w w 51 - 1 I I _._ 101000 4 I � I � FSDA ��� .- I 41 4 I I i JI I � I I I � � 1----_-.�..-. __. -___-----I 3 � Q' I F I I L_ "�" _J I"'- _ __ _ _J L _ _-__J L ___ � l C;d---- -`� F6.0 � � �`� , - - � (x6) 1 I F6.0A I � � --� Im I I 10 ,�� XT6 - I ! �! x I 1 3 �! �' � �' Q` C4 X 6 F 4,0 B I I I s I _ { ) 79 -4 I x6}I- F5 oA �4 _ J I I I I I �1. - - - - - - - - 7$ I I D -�- ` 1 I F6 OB - !!1 1 r .. F5.OA - 78 -10 I I �0 2-]NOW* 10 0 � � � � 1, � - } � � I I cc7 � I 1 � �a 79 4 Q � I � 1 � � I .� y , 1 = I �► I cx� 7C I �' s �, Q I I I �Q �" 0 I II I 1 (791-411) _ _ _ - - - - - - I I F5.oA I (781-411) 37 1 �{79 --4 } q I I I �- F/S3. I J/S3.31 I - I I I I I I I I 11 I I I F6.0 I* (2)2�c6 1 w I X5}---------- _ -`~ 1 1 (79141) I F6.OD I I FLOC I I I I I STUD 1 i I I I 1 I r O I I 1 1 I I I ! 1 1 I I 1 I UD SPACING (79 -4 } 1 �'� 1 �s I I I L_ J I I I + I I' 79 -4 I I 1 11 TO BE 12 OC z " x4 `� I 1 3 1 1 6 SLAB ON GRADE W 1 1 1(781-41y) I, 1, 1 1. 1 1 1 1 I Iy -- �- 6 SLAB ON GRADE 1 - � • _I CD L- _�_____ ___I I ! 5 I I I I ri 1 (78t4l) '(x4) I I 1 I I 1 I ' 6 W/ #4 @ 12 OC EW@ 12 OC EW 2 CLR x4 1 I x4 { ol 1 1(x6 I I 1 I �._________ _ _ I x4 1 I I X � � 1 � � L __J I I i A � � � I , I F6.0 ! I " co i I T_ I I - _ - 1 1 BELOW TOP OF SLAB 1 1 : 1 I 1 1 1 , 1 1 , 2 CLR BELOW TOP F6.OB 1 1 L S3.1 1 1 1 1 L/S3.1 I , 1I. 2 ! I 1 1 / 1 1 I (79'-4") L_ _ J OF SLAB , I I I I I I SIM 3- 7, (TYP) 1 1 I I I t ! , . 1 F5. (781�4") I . 1 ,� � {79 14 1 3 � x6} C DAI 1 -- - I I-�- I I 1 I,-�- I I,-�" I L_-- I r� I # %I I I %J]I I �- " ��'' �-' I I I { ►��` F 5.0 A I I I I Q, } (x6) I (*4) LLJ I I r �`-� f 1 I 1 1 I r J 1 1 - - T - - W l .i.� 1 1 to`�' -��° �o -1 ((F4X6) (X6) .OB 1 `l+ x6) �- ~�-o w %V X6) +0 (4) CD �� p` (79'-10") 'y (X6) \11-211 F5.0A F5.OA O`1' �,, O`1' VERIFY W ELEVATOR CLEAR 1l-0„ --�','� �, 79 -10 } � 4 / F5.0A F5.QA F6.0B �. CL(790-10") MANUFACTURER. 4 W LL !_ n ! n , �- n FTG {79 10 } (79 -10 } 129 -9 (780-10")n 17 -65 -10 33 -1 1S -2 Z C.� a M 204'-4Doi ,! ASI 35 o ©; 5 w I FOUNDATION w 1/$1�,��-�� a cn J O L._. w �C • A • B i C D • E • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223-2742 206 622-9462 fax Members of The American CED Institute of Architects 0 WOO Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622--5822 Fax (206) 622-8130 EXPMEs i/zo/ Project Title: :LI S��FET 'LEA APPROVED - DOTE '�r2'1$ CITY OF EDMONDS - BLDG. DEPT. 42 Building Ofidral fir: � � r' 1. ��� � '•I J,'= r /A 1 7/30/98 ASI #35 35 A 3/4/98 ICBO COMMENTS ill5 2/13/98 ADDENDUM #5 Job No.: 96363 Issue Dote: 8--14-98 Sheet Contents: All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North Sheet No.: CITY OF EDMONDS a.r 3 ` cQ V CL 0 F 6 �R C f F/S31 0 A B i , , UJ 0. 7'-4" `-' CLEAR k-- 4 UJ M — 17 8 Napl•fl=y� l� r I�4rYf] �� y I 1. i _ ' , • 1 , ` / , F UN�ATION- PLAhI OTESt •���I-- --n11 I`! i --- 5 ' 1. ,SEE DRAWINGS. 'AND 51=2 FOR , STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS. 2. SLAB SHALL BE 4" SLAB —ON —GRADE WITH #3 0 18" OC EACH WAY 11/4" CLR- BELOW TOP OF SLAB, UNO. SEE DETAIL A/S3.1 FOR UNDER SLABAD CONTROL JOINT REQUIREMENTS. 3. KO INDICATES FOOTING TYPE, SEE FOOTING SCHEDULE ON Slit —X" X") INDICATES BOTTOM OF FOOTING ELEVATION,, BOTTOM! OF FOOTING ELEVATION IS (+80F -10") UNO. 4. SEE S3.1 AND S3.2 FOR TYPICAL CONCRETE DETAILS. 5. CONTRACTOR SHALL VERIFY ELEVATOR PIT DIMENSIONS WITH MANUFACTURER PRIOR TO CONSTRUCTION. 8. FOOTINGS SHALL BE PLACED CAN UNDISTURBED NATIVE SOIL OR ON LE BACKFILL INHERE OVEREXCAVATION OCCURS PER SOILS REPORT. 7. SEE S4.1 AND S4.2 FOR TYPICAL MOOD DETAILS, AN CONCRETE 8. SHADED WALLS INDICATE SHEAR WALLS ABOVE THIS LEVEL. SEE SCHEDULE ON S4.1 FOR ANCHOR BOLT SIZE AND SPACING. 94, OR INDICATES SHEAR WALL TYPE ABOVE LEVEL SHOWN & ST (x6) x5) WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4.2. UD NOMINAL FOUNDATION PL,AN'PNow N l,,k I-. , ` •t J,1 .;'', 2 ,' r'.1 n,`1 r r ri }•!r ' ' ,4 1 r 1 ". ,q! T ! ` '~iMA'i E f r i y5 ntly.1 f• LS -. 11 -PLAN$ EXAMIN .; ! + ' _ ' 1 1 ' ,t! v ' ' ' ' '1 `''I` • ,T„ir,r'r'` _L '' ''O''r1 { `^ _ .1 109 INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND SIMPSON TYPE�,`!,`� 5 `^ J HOLDOWN ANCHOR AT THIS LEVEL. NUMBER OF STUDS INDICATED,, ARE60,t and nig 'h . , FOR STUDS ABOVE THIS LEVEL. SIZE TO MATCH WALL STUDS UNO: SEE B/S4:. 1701 Come ni&rbe _ 11, ALL DIMENSIONS GIVEN TO FACE -OF -STUD OR FACE OF CONCRETE TYPICAL UNLESS �/r�o/�j�+'�{{4�%j�►mKJ�,,y+yw}e}e��ya�fs�,ta`1.5,, ;,5r ' ,''+..'':' ' ' V V4V2_^320I', `I Y I '.r� NOTED OTHERWISE. 206 383�870G' 206383"8128', f l`� , 1+ , 129 (x4) DESIGNATES NOMINAL WIDTH OF STUD BEARING WALL ABOVE LEVEL SHOWN. Lenora S . Suite, 405 ;' r ALL EXTERIOR WALLS AND CORRIDOR MALLS ARE 2x8 0 18" OC TYPICAL UNO. Seattle, •Wcshr►ngt0,n ., ; : r • , 90121-2720 ,,+ ALL OTHER INTERIOR WALLS ARE 2X4 16 OC TYPICAL UNO. - 206 223 2742', 13. TOP OF SLAB ELEVATION +83'--O" TYPICAL UNLESS NOTED OTHERWISE. CONFIRM WITH ARCHITECTURAL AND CIVIL DRAWINGS, Members of The American' 11 Institute of Ikr Architects, { 140 2 INDICATES BUNDLED STUDS ABOVE LEVEL SHOWN SEE SCHEDULE H/S4.1. 15. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR MALLS SHALL HAVE 1/2" PLYWOOD SHEATHING iN 8d 0 6" OC AT ALL PANEL EDGES AND 8d @ 12" OC AT ALL INTERMEDIATE FRAMING MEMBERS. 16a SEE ARCHITECTURAL DRAWINGS FOR ALL NON --STRUCTURAL PARTITION WALLS, SEE A/S4.1 FOR DETAILS. r 17 SEE DETAIL HS3 2 FOR COLUMN BASE DETAILS CB INDICATES WOOD COLUMN BASE • + 184 INDICATES SIMPSON TYPE HOLDOWN ANCHOR & BUNDLED STUDS AT THIS O� LEVEL TO ALIGN WITH STUDS AND HOLDOWN IN THE MAIN LEVEL MALL R'.TA = ABOVE• IV Id Jill ry ell .��1�-firms✓ ' st VIM ! 1 . { x Y 2 All Project Titl":' + , ` '' t I 1 • 1 . ` i 1 1 h, f ;OFI i i DS, r `P , 5 -SA E MON , r e y ,IV •.J ' Sr'� + • ' 1 1 1 •I' '� 't f 0 "� '• 5a ' 4.. f I •y , LL dj `.,, i 2 E, X r t t a , 5# 1 E%A1 1. 98,020 L 1 r , q r ` r'r' r 1 - '` l . + ` 1, ' 1 - r 3/4/98 �'JCBQ COMMp M. 2/13/P8 I 1' 1 Job" No.. ' �' ' f ' ls�ue' Dotew" �]n;1� °, ., Sheet CQntentil. t r r\ , i t 4 t. t• ' t i r I� • aOil+' t 1 5,, ,y •`�' ,IL :ARM i'' 4 ' Ail m atedol `'o ff earrho' y , _ ! uhpubi ed�'�d t±i�tlr wtv�#` and may not be &u He , ; WLHf out the ' writfirr ',4" Ont-:`16 1 4 , ' ' • , r , • „ �„ F , � 4 601 a ' , ,d ,•, , ' � 1 . ` F r ! .1 I r , • f r 5 ' ' � � '��My d r a S +iht4 N r'�irr• [ •�LI}�v�i,S�f' S i f- I I� k1951' i° ` , r i r r5 • ' i,y{a ^iy,ii �fjS; • ,1 ! 1 ' , ' .i r•. 1' .'i. I .1,- )fMi' �at:�n r•ti .�'A�`�lci�t.' 1 }i ,,{ i a• `r,, r'+ ..I_#4 1T �'s �1 a� y F y , ! r I°. •iTt T• , •{ " 11 ^1IS _ i ' ., I"-•r�1 `r 5ti-� ra 1, T!� , ti r7k rwi±`1 a e'•.�.I•iwo. iJ �11. ' tl r � � i+ ti �, , 1 ri ,1 `�i � G C �h�ti `1•.,q,l„a��r'! , - r 'r Yr If 1 r SI N�jit {iti„�„ggL� 1`•'I'r �"�•1'•%'y: �rA i Al 0 CL z � . I � I d CIO 0 0 < :�E CD ry O w w U _ Q V� n� w a_ w � � w l o CL 0 n M C)LL_ LLJ w n 1= w d 00 a � o w � N CD __ _j Q CD a z a_. a_ w w U m n_ Q c� C w � w o w U cry w Q cn it I z � M °CD z 0 0 w M I p w � 1-0 o C-C) y (7, rw • A B • C + FLOOR PLAN NOTES: 1. SEE DRAWINGS S1.1 AND S1,2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND 70 SEE SCHEDULE A/ S4.1 FOR TYPICAL HEADERS. TYPICAL ABBREVIATIONS. HEADER AT EXTERIOR WINDOW OPENINGS SHALL BE 6x8 UNO. TYPICAL HEADER AT INTERIOR DOOR OPENING SHALL BE 6x8 UNO. HEADERS TO 2. SEE 54.1 AND 54.2 FOR TYPICAL WOOD DETAILS. BE PROVIDED AT ALL OPENINGS, UNO. 3. WALLS SHOWN THIS LEVEL ARE WALLS BELOW: 8, INDICATES NUMBER OF STUDS BUNDLED IN WALL ABOVE SEE SCHEDULE - %H/S4.1. ALL BUNDLED STUDS SHALL MATCH WALL STUDS UNO, PROVIDE INDICATES BEARING WALL BELOW CONTINUING ABOVE. A MINIMUM OF (2) BUNDLED STUDS BELOW HEADER ENDS AND WHERE INDICATES BEARING WALL BELOW ONLY. SHOWN THUS ❑ ON PLAN 4. © INDICATES TOP PLATE SPLICE NAILING REQUIREMENT, SEE DETAIL E/S4.1. SPLICE REQUIREMENT IS FOR FULL LENGTH OF MALL LINE, 9, OR INDICATES SHEAR WALL TYPE ABOVE LEVEL SHOWN AND STUD NOMINAL TOP PLATE SPLICE SHALL TYPE BE ® TYPICAL UNLESS NOTED (x6) x6) WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4.2. OTHERWISE. + 10, � INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND HOLDOWN 5. FRAMING HARDWARE SHALL BE SIMPSON STRONG --TIE OR APPROVED EQUAL. ITEMS ANCHOR AT THIS LEVEL. NUMBER OF STUDS INDICATED ARE ON PLAN SHOW SIMPSON DESIGNATION, FOR STUDS ABOVE THIS LEVEL. SEE B/S4.I, 6. FLOOR SHALL BE 3/4" GYPCRETE OVER 3/4" CDX RATED SHEATHING PER S1.2., BLOCKING 11. ALL DIMENSIONS GIVEN ARE TO FACE OF STUD, TYPICAL UNLESS NOTED OTHERWISE, REQUIRED PER C/S4.3, PLYWOOD TO BE GLUED & NAILED AS FOLLOWS: AT CONTINUOUS PANEL EDGES: 10d @ 6" OC 12. (x4) DESIGNATES STUD NOMINAL WIDTH OF BEARING WALL ABOVE LEVEL SHOWN. AT OTHER PANEL EDGES: 10d @ 6" OC ALL EXTERIOR WALLS AND CORRIDOR WALLS SHOWN ARE 2x6 STUDS @ 16" OC UNO, AT INTERMEDIATE FRAMING: 10d @ 12" QC ALL OTHER INTERIOR WALLS SHOWN ARE 2x4 STUDS @ 16" OC UNO. 11 2 3 i 4 MAIN LEVEL FRAMING PLAN -POLICE D # 13. TOP OF FINISHED FLOOR ELEVATION +95'-0" TYPICAL UNLESS NOTED OTHERWISE, 14. ALL EXTERIOR WALLS NOT SHOWN AS SHEAR MALLS SHALL HAVE 1/2" PLYWOOD SHEATHING W/ 8d @ 6" OC AT ALL PANEL EDGES AND 8d @ 12" OC AT ALL INTERMEDIATE FRAMING MEMBERS, 154, SEE ARCHITECTURAL DRAWINGS FOR ALL NON --STRUCTURAL PARTITION WALLS, SEE A/S4.1 FOR DETAILS, 16. COORDINATE ALL FRAMING WITH MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. DELAY SHEATHING SHEARWALLS UNTIL ALL MECHANICAL DUCTWORK IS INSTALLED, 17. FZ�Lt 9 A L tAl S 1- 0 S-E A rl 0/J A L A. r /4 7 , I i B ; C i D i E i 1 • 2 3 i . w I Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 tax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223--2742 206 622-9462 fax Members of The American Institute of Architects EMAP Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622--5822 Fax (206) 622W-8130 Project Title: An I aFETY APPROVED ---- DATE." CITY O EDMONDS - BLDG, DEPT. Bullding Offfideal 7/30/98 ASi #35 5� 2/13/98 ADDENDUM #5 Job No.: 96363 Issue Date: 8-14--98 Sheet Contents: �,' -! r••��� � �'1 r� .mil '. .-. f .. _i All material appearing herein constitutes the @ CORNERS 4 unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North Sheet No.: • A r D C V3 w 5 � d r L1. J UJ c) _ m 0. c� a Of W r J C37 _ =D I } � so 0 0 w ri m a- LO w 04 Q0 o� � w c� w x- A a B FLOOR PLAN NOTES: 1. SEE DRAWINGS S1.1 AND S1.2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS, 2. SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS. 3. FALLS SHOWN THIS LEVEL ARE WALLS BELOW; INDICATES BEARING WALL BELOW CONTINUING ABOVE. ---- INDICATES BEARING WALL BELOW ONLY, 1 4, INDICATES TOP PLATE SPLICE NAILING REQUIREMENT, SEE DETAIL E/S4.1. SPLICE REQUIREMENT IS FOR FULL LENGTH OF WALL LINE, TOP PLATE SPLICE SHALL TYPE BE A TYPICAL UNLESS NOTED -re . OTHERWISE. 5. FRAMING HARDWARE SHALL BE SIMPSON STRONG --TIE OR APPROVED EQUAL, ITEMS ON PLAN SHOW SIMPSON DESIGNATION. 6. FLOOR SHALL BE 3/4" GYPCRETE OVER v43%." CDX RATED SHEATHINGPER S1.2, BLOCKING REQUIRED PER C/S4.3. PLYWOOD TO BE GLUED & NAILED AS FOLLOWS: AT CONTINUOUS PANEL EDGES: 10d @ 6" OC AT OTHER PANEL EDGES: 10d @ 6" OC AT INTERMEDIATE FRAMING: 10d @ 12" OC 2 3 0 CD c� C s 7, SEE SCHEDULE A/S4.1 FOR TYPICAL HEADERS. TYPICAL HEADER AT EXTERIOR WINDOW OPENINGS SHALL BE 6x8 UNO. TYPICAL HEADER AT INTERIOR DOOR OPENING SHALL BE 6x8 UNO. HEADERS TO BE PROVIDED AT ALL OPENINGS, UNO. 8. INDICATES NUMBER OF STUDS BUNDLED IN MALL ABOVE SEE SCHEDULE H/S4.1. ALL BUNDLED STUDS SHALL MATCH MALL STUDS UNO, PROVIDE A MINIMUM OF (2) BUNDLED STUDS BELOW HEADER ENDS AND WHERE SHOWN THUS o ON PLAN 9. OR INDICATES SHEAR WALL TYPE ABOVE LEVEL SHORN AND STUD NOMINAL (XIS) x6) WIDTH, SEE SCHEDULE ON S4.1 AND DETAILS ON S4.2. 10, �t INDICATES SIZE AND NUMBER OF BUNDLED STUDS, AND HOLDOWN ` ANCHOR AT THIS LEVEL. NUMBER OF STUDS INDICATED ARE FOR STUDS ABOVE THIS LEVEL, SEE B/S4,1, 11. ALL DIMENSIONS GIVEN ARE TO FACE OF STUD, TYPICAL UNLESS NOTED OTHERWISE., 12. (X4) DESIGNATES STUD NOMINAL WIDTH OF BEARING WALL ABOVE LEVEL SHOWN., ALL EXTERIOR WALLS AND CORRIDOR WALLS SHOWN ARE 2x6 STUDS @ 16" OC UNO. ALL OTHER INTERIOR WALLS SHOWN ARE 2x4 STUDS @ 16" OC UNO. A F, u 13. TOP OF FINISHED FLOOR ELEVATION +95'--0" TYPICAL UNLESS NOTED OTHERWISE, 14, ALL EXTERIOR WALLS NOT SHOWN AS SHEAR WALLS SHALL HAVE �/2" PLYWOOD SHEATHING W/ 8d @ 6" OC AT ALL PANEL EDGES AND 8d @ 12" OC AT ALL INTERMEDIATE FRAMING MEMBERS. , 15. SEE ARCHITECTURAL DRAWINGS FOR ALL NON—STRUCTURAL PARTITION WALLS, SEE A/S4.1 FOR DETAILS. 16. COORDINATE ALL FRAMING WITH MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION., DELAY SHEATHING SHEARWALLS UNTIL ALL MECHANICAL DUCTWORK IS INSTALLED. /� fec f�icdi/sc�wi�/�/�r,�•r-.4�ce�lAear�.vira.��wq//`oG�9fia.� V C] r nPoo, z: �-� U.i I E DATE FLANS EXR41WER ���m 44 E�-- (2)3X69 DF #1 TYP CLEAR .� @ CORNERS 441M 17'4" 28:_$» 30' 0" 26_011 301_011 " I "IN ago 5�4 —0 MAIN LEVEL FRAMING PLAN�POLICE /8 1 0 A • B s C D E 4 C� 3 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 1 000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206) 223-2742 206 622--9462 fax Members of The American Institute of Architects f1wow Consulting Engineers 1201 TNrd Avenue. Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 Project Title: i CITY OOF ED�v10NDS Xfu1PLE. r, i Q5 2/13/98 ADDENDUM #5 Job No.: Issue Date: 1—26--98 96363 All material appearing herein constitutes the unpublished an original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North Sheet No.: 0 0203 0 A 0 B + C • u t • x w A n 0 U W �C Cn U m a_ cn z a - M w X - w r� � w cfl w a� x 1 51/8x101/2 RIPPED TO 51/2" DEPTH @ OVERHANG— J Q � t.i1r,,�► o� X Q N 1.�... 1 2X6 @ 24" (2)A34 - CC5�/4-4� PS418 0 6 3 i 0 IU 0 s L 2x10 STRU RAKE TRIM —(2)A34 -- HW 5.25 & LS50 �1 � GL 5�/gx6 — CC51�4-45/8 �PS 418 ,�--DOUBLE TRUSS GLT5-101/2" MEMBER DEPTH LOW SIDE FLUSH W/ HEADER • HEADER SLOPES DOWN RIGHT SEAT SLOPES DOWN ` • SKEWED RIGHT PARTIAL PLAN1/4 1 0 A ROOF FRAMING PLAN -COURTS 1/8 1�=19.011 L ROOF PLAN NOTES: 1. SEE DRAWINGS SIA AND S1.2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS, 2, SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS, 3. WALLS SHOWN THIS LEVEL ARE WALLS BELOW: INDICATES BEARING WALL BELOW CONTINUING ABOVE. INDICATES BEARING WALL BELOW ONLY. 4. FRAMING HARDWARE SHALL BE SIMPSON STRONG —TIE OR APPROVED EQUAL. ITEMS ON PLAN SHOW SIMPSON DESIGNATION. 5, TYPICAL ROOF SHALL BE 1/2" CDx RATED SHEATHING PER S1.2 UNO, BLOCKING REQUIRED PER C/S4.3 NAILING SHALL BE AS FOLLOWS: AT CONTINUOUS PANEL EDGES: 10d @ 6" OC AT OTHER PANEL EDGES: 10d @ 6" OC AT INTERMEDIATE FRAMING: 10d @ 12" OC 6. SEE SCHEDULE ON A/S4.1 FOR TYPICAL HEADERS, TYPICAL HEADER AT EXTERIOR WINDOW OPENINGS SHALL BE 6x8 UNO. TYPICAL HEADER AT INTERIOR DOOR OPENING SHALL BE 6x8 UNO. HEADERS TO BE PROVIDED AT ALL OPENINGS, UNO. 7e ALL DIMENSIONS GIVEN ARE TO FACE OF STUD TYPICAL UNLESS NOTED OTHERWISE. 8. [—B] INDICATES TOP PLATE SPLICE NAILING REQUIREMENT, SEE DETAIL E/S4.1 TYPE ® TYPICAL UNLESS NOTED OTHERWISE. 9. ROOF TRUSSES BY ROOF TRUSS MANUFACTURER. DESIGN TRUSSES FOR DEAD LOADS PLUS SNOW LOADS AND WIND LOADS SHOWN ON SHEET S2.6 10, SEE SHEET S2.6 FOR ROOF JOIST LOADING REQUIREMENTS, MULTIPLE JOISTS MAY BE REQUIRED AT ROOF OFFSETS OR AS NOTED ON PLAN - NUMBER TO BE DETERMINED BY JOIST MANUFACTURER. 11. TOP OF PLYWOOD ELEVATION VARIES, SEE PLAN. 120 "B" DENOTES (2)2lYl6x6 PSL BRACE. SEE E/S6.1. x + B + D + D + E � A U 4 + 3 • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 214 ' 98402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. t Suite 405 Seattle, Washington 98121-2720 206 223-2742 206 622-9462 fax Members of The American Institute of Architects Consulting Engineers 1201 Third Avenue. Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 EXPIRES 1/20/ Project Tale: 'U:LI �FETY C�MP�E APPROVED wm. DATE-• C 1C t V' ED4V ONDS - BLDG. DEPT, A_Jff�..Building Off Val A35I7/30/98 ASI #35 A 2/13/98 ADDENDUM #5 Job No.: 96363 Issue Date: 8-14-98 Sheet Contents: All material appearing herein constitutes the 4 unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. • Scale: Ref. North Sheet No.: A +f r At A B BII;2, 1 Ax,10III RIPPED 2x1O ,STRUCTURAL TO 5' DEPTH O 9' 2" cn -RAKE TRIM OVERHANG a � ' MCC ~ ` 22 --? 26 --1 x (2)A34 ' •, L ::D cc - STRUCTURAL RAKE TRIM �_ �: 2x6 0 16" 0 (ROOF BELOW r c HW 5.25 & LS50 DOUBLE 2x GL 5 /8x12 UII ,� c.�► --.- --- -.--- CONT HU5.125 12 Y.l E +F _ X � CD i cti U. ,�.0 --- - ' GL 5%X6 -..- -- - -. 1 G L 5 II \j/ \ 12 (,X I I X alp 2x6 @ 24 OC _ 5 PS 418 :�- � c� DOUBLE TRUSS 4 CC5 /4 4 /8 "" ITT9,5 E S6.1 3 DOUBLE TRUSS I , I T ICAL ROOF SHEATHING, c ROOF FRAMING PLAN.:GOU S,' rep) a 0 1 1/8 2}A34 I SE NOTE 6 -� `Uj 2 i/4 9MLV w w w- w w w �. w w .rl.. U i ° ,, GLT5-101/2" MEMBER DEPTH '`' '° -- `' I_.......�.....�.......�. I B Of CC5/4--4 he LOW SIDE FLUSH w/ HEADER + 1 -� � , A 52.4 ITT9. < D S4, HEADER SLOPES DOWN RIGHT , PS418 0, SEAT SLOPES DOWN fi ' 2x1O v, - ►�) I--1 • SKEWED RIGHT i � 24" 0 � c c� � B �" ROD:o I I ; °a 13/4x91 LVL � 1 c cX cn I I I W � W PREMANUFACTURED WOOD ITT9.' PARTIAL PLAN A w a ` TRUSSES 0 24" 'OC CANT. G coo-Z W " '_ " co SEED S4.4 2}13f4xg/ V � >- /4 0 I w i I CD WPI49. PROVIDE DOUBLE TRUSS D �., R "o- 2 13/4x9Y2 L TS 6x4xl4 @ SHEARWALLS (TYP) -� A5 UO co� WPI49. i s '` Q> c� 2 1 4x912 L 2 Via _LjII 3 �Z)IY4X9/2L 6x4x/4 1 x9 f2 , STRUCTURAL FACIA' 2 13/4x9 2 L /S6m2, S418 I I I I P 9,5 I I r I I HIGH ROOF EAVE DOUBLE TRUSS r I co I J S 6x x1/4 „ y LL�I GLT5--101/ MEMBER DEPTH- I - I I50/ _ • LOW SIDE FLUSH W HEADER I, .- " c� / 1 I 24 L S6.1 Ica • HEADER SLOPES DO N LEFT I 11, I I,� CC51I4-45% •SEAT SLOPES I �`' ^�` I PREMANUFACTURED -` CRICKET °a TS 6x4x/4 a �- + SKEWED L n 54,4 w n-(2)A34-"'%v�' R DOU LE I WOOD TRUSS 24 OC �, PER ARCH �: Uj 2 , CD � 1 CDAWKI ► �- c� , 'p L x 6 V V ."..wWI ►a "r .. X[ I ._� _, ,' 2x6 @ - cry O S4 LO I < as ,' 6" C - ' X • ' J 1 �' ,. -X �- c� 2x6 STUD � I v f GL 51/8x101/2 RIPPED M S4.4,, , ww - - / WALL ABOVE GL I I -- C _ TO 5�I2 DEPTH O° "�" :> 1 � I� � I I -� HW 5.25 & LS50 OVERHANG �- ' I I , '�' 60 GL 5,�x6 C ! C S4.6 .. -~ 2x10 @ 16" OC ` t(TYP)44 m , C TS 6x4xl/4 x �' B/ 2,4 �..� 1Lo 3 f �--! �� ? cLLJ 1 ' STRUCTURAL 2x10 X� az I � �c 1 RAKE TRIM 4 - `, o I -.1 W x V? ter- , c -- TS 6x4xl/4 lIZ92 � ' TYPICAL ROOF SHEATHING, Lo - ... _. ... ... .._.�.. '' _ft" ...- � CL SEE NOTE 6 °- CMS12 STRAP ' CL RIDGE mPARTIAL PLAN B m .j m r� .� �'' W 7 /4 5 6/ I, = cr 1/4 4-0" �► o ��' A�, TS 6 4x 4 I A/S6m1 rrr ' W ! CV 3 1 �'' f r x p 5 GL. fi /4x25 92 C= Mimi,,� I - w w - .� .w�w� 6 4 4 Ic `n ` � C C W r'p] C.> - R C7 I w"" 4JCL Q I 4 asp V �, :-� TS 6 4x 4 I o T wr X GL 51/8x12 -.�(TYP (5) PLCS F S6.2 � x f OD `TS 6 4 1 ;;t sum CRICKET .i..11 LU PER ARCH Q � CONT GL _42_.0 18'.��0" 9--2" 69_2" w)U. ' I , ROOF PLAN- NOTES. -� 1. ' SEE DRAWINGS S1r1 AND S1r2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBRE I 2. SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS. 3, WALLS SHOWN THIS LEVEL ARE MALLS BELOW: NI INDICATES BEARING WALL BELOW CONTINUING ABOVE, INDICATES BEARING WALL BELOW ONLY. 4. FRAMING HARDWARE SHALL BE SIMPSON STRONG�TIE OR APPROVED EQUAL. ITEMS ON PLAN SHOW SIMPSON DESIGNATION, , 5, TYPICAL ROOF SHALL BE 1/2" CDC RATED SHEATHING PER S1,2 UNO. BLOCKING REQUIRED PER C/S4.3 NAILING SHALL BE AS FOLLOWS: AT CONTINUOUS PANEL , EDGES: 10d @ D" OC AT OTHER PANEL EDGES: 10d 0 6" OC AT INTERMEDIATE FRAMING: 10d 0 12" OC 6, SEE SCHEDULE ON A/S4.1 FOR TYPICAL HEADERS. TYPICAL HEADER AT EXTERIOR WINDOW OPENINGS SHALL BE 6x8 UNO. TYPICAL HEADER AT INTERIOR DOOR OPENING SMALL BE 6x8 UNO. HEADERS TO D T `, ",!: ' `ti. It 1 q' .r !{, 1 � 'i..�,`+ ! r f , . tl ,,,t i �, d• Y4 ' v APPRIOV"WED ' ` •11J, •'r '' ,rl• } ' rY �'' �, a% ASti 9,,`t 9j ,fie '%�' , I rT S Y ry t'ry 'I'1 �gu,.^po,ypyµ � [u,�J,nj aly, r { - � f' , i¢ { t u VIAL d WraIP' i1gvV17NaAp' 1 4 '1 Y'•, . ,c�k7 „ I l 1 4 4 'p' vie �Aysign AT t al >d'M�� i�_tij'�, �� ' �-I.nte�+�r'� D6 ' `r , •P I I'' `, ' r - y ' i , t 4. PLANS EXAMINER, 1, , 1 � '. '� � of In Tao'6ma r' Woshih9ton Y f t.. 98402--3201, ' ,, � 1 208 38 -87o4 20 38�-8720, fail t: 1 000 L,6nora St. , 1 Y • ty A Suite 405 4 98121-472QY'' 206 f 223�27-'r 42 r,• ° `, 1 206 622�9462' fax' Me, i i6ers of The AMenCOti , l .. ' Architlect 'tL , a r; BE PROVIDED AT ALL OPENINGS, UNO. 7. ALL DIMENSIONS GIVEN ARE TO FACE OF STUD TYPICAL UNLESS NOTED OTHERWISE. ' 0 , 8, B INDICATES TOP PLATE SPLICE NAILING REQUIREMENT, SEE DETAIL E/S4.1 V TYPE A TYPICAL UNLESS NOTED OTHERWISE,; 9. ROOF TRUSSES BY ROOF TRUSS MANUFACTURER. DESIGN TRUSSES FOR DEAD LOADS ,� , ',.1 "T 1 PLUS SNOW LOADS AND WIND LOADS SHOWN ON SHEET S2.6 � ax. 10. SEE SHEET S2.6 FOR ROOF JOIST LOADING REQUIREMENTS. MULTIPLES JOISTS MAY BE REQUIRED AT ROOF OFFSETS OR AS NOTED ON PLAN NUMBER TO BE DETERMINED BY JOIST MANUFACTURER. 119 TOP OF PLYWOOD ELEVATION VARIES. SEE PLAN. PrQct Tile: 1 126 "B" DENOTES (2)2111sx6 PSL BRACE. SEE E/S6.1. F=Um 5 ' 13. e. 04, ile r/ llx �PU r__v JL lmg&LEX.L, r { 1250 5ih IL Ed' Tlo*t ` 1r' I$ ,9W20 3 ' • . y' ' ' r ' 'r' I 'fl '„ ' r 5 2 13/98 ADDENDUM , 6' Job No.:90 04t Issue D Ir Rliii:0 F , 11 IMP' t r , ,�,r , t - i • ' I 1- ' 1 1 ` iT4 'I,. I` 1 V"rl1 I f • �,!F.f r4 rr S �� YI't+L1t81'Qi Cprfftq 1+�;�'atl�►., c'1stt �. �� • 7'' ' Urnpubffsw and �ar�d'„ iT3 (�4� I ", uplicilt�d, 4 . . • ' ` , �witho� .1 #h� ��t�� . �o �h�ei�-;I�r���rd�', r r r [y(�. ��yyr r,Y , ,S S`�i 1 ,Y', pI �,vqy}�{�Tyr 1. M'Yae R�•', ' iY'1'!r' ^',Y ,Vy '��`R;'`.1 ,'7',4r1 r'.`,•, ' ' ,. LII I r �,r'i ya •'` I , 1 r . ''••I 1 ,. �� r 1 4•'3� �Y��• ,, r I I, i i f yY 't1A `' '• r ' ', ,' r I yYr ; t' t. t� ��i'i� IS•'r,'t f, :{. ' i ,� 1 '1 : i • ' '''^ ..�e .N0a'r •1 f ,+tIteY ` ;IV I IL s,i'r2 `r, ` �. fir4i..}r 'r , , e r V 1� t 1'•'S,' ir_ , ly,_ 1 w n fr ley:. ; C 1,11 4r'F...y A B C i E 1� E� n Z4-: w CD 1---- 0 w n w _��i C 0- i— a CO -f-C DO a w CD 1 L� CD d CD a .w w w m CZ F--- C n n z Iw 0 w 0 �- w 1— Cn X w J n CD U w W Y U CD m w a CD m o� w x w M QD Cn C w Ix 1 2 3 • C 0 ROOF PLAN NOTES: 1. SEE DRAWINGS S1.1 AND S1.2 FOR STRUCTURAL NOTES, DRAWING SYMBOLS AND ABBREVIATIONS. 2., SEE S4.1 AND S4.2 FOR TYPICAL WOOD DETAILS. 3. WALLS SHOWN THIS LEVEL ARE WALLS BELOW: INDICATES BEARING WALL BELOW CONTINUING ABOVE. INDICATES BEARING WALL BELOW ONLY, 4. ALL EXTERIOR WALLS AND CORRIDOR WALLS ARE 2x6 @ 16" OC UNO. ALL OTHER INTERIOR WALLS ARE 2x4 @ 16" OC UNO. 5. FRAMING HARDWARE SHALL BE SIMPSON STRONG —TIE OR APPROVED EQUAL. ITEMS ON PLAN SHOW SIMPSON DESIGNATION, 6. TYP ROOF SHALL BE 1/2" CDx RATED SHEATHING PER S1.2, UNO. BLOCKING REQUIRED PER C/S4.3. NAILING SHALL BE AS FOLLOWS: AT CONTINUOUS PANEL EDGES; 10d @ 6" OC AT OTHER PANEL EDGES: 10d @ 6" OC AT INTERMEDIATE FRAMING: 10d @ 12" OC 7, SEE SCHEDULE ON A/S4.1 FOR TYPICAL HEADERS, TYPICAL HEADER AT EXTERIOR WINDOW OPENINGS SHALL BE 6x8 UNO. TYPICAL HEADER AT INTERIOR DOOR OPENING SHALL BE 6x8 UNO. HEADERS TO BE PROVIDED AT ALL OPENINGS, UNO. 8. INDICATES NUMBER OF STUDS BUNDLED IN WALL BELOW SEE SCHEDULE H/S4.1. ALL BUNDLED STUDS SHALL MATCH WALL STUDS UNO. PROVIDE A MINIMUM OF (2) BUNDLED STUDS BELOW HEADER ENDS AND WHERE SHOWN THUS 0 ON PLAN D. ALL DIMENSIONS GIVEN ARE TO FACE OF STUD TYPICAL UNLESS NOTED OTHERWISE. 109 © INDICATES TOP PLATE SPLICE NAILING REQUIREMENT, SEE DETAIL E/S4.1 TYPE FA] TYPICAL UNLESS NOTED OTHERWISE. 11, ROOF TRUSSES BY ROOF TRUSS MANUFACTURER, DESIGN TRUSSES FOR DEAD LOADS PLUS SNOW LOADS AND WIND LOADS SHOWN ON SHEET S2.6. 12, SEE SHEET S2.6 FOR ROOF JOIST LOADING REQUIREMENTS. MULTIPLE JOISTS MAY BE REQUIRED AT ROOF OFFSETS OR AS NOTED ON PLAN — NUMBER TO BE DETERMINED BY JOIST MANUFACTURER. 13, TOP OF PLYWOOD ELEVATION VARIES SEE PLAN. 14. COORDINATE ALL ROOF FRAMING WITH MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO CONSTRUCTION. DELAY SHEATHING SHEARWALLS AND NORTH END OF BUILDING UNTIL ALL MECHANICAL DUCT WORK IS INSTALLED. ROOF FRAMING PLAN-POLICE1/8 • A 2,_0" 2 W-1-A-1-t L L emu Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 Project Title: IT •F 07M=NiL* MR, APPROVED DATE -; � V. CITY OF EDMONDS - BLDG, DEPT. Building Official 3 • : 35I 7/30/98 ASI #35 /5\ 2/13/98 ADDENDUM #5 Job No.: 96363 Issue Date: 8--- 1 4-98 Sheet Contents. 4 All material appearing herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosed without the written consent of the Architect. Scale: Ref. North Sheet No.: , - I I %t I I $%-A I 1\11NI i'J I \J - - - It I WN-OrL-j I 1; VIVIL- I I L-L- I I % I I I kx I N i 11 V I I- I L- \j I I L- L/ L) n I L- ty. I I IV' L- \-j I L.j n I L- U Li I I L- III I �j X-/ r'N L- L- I L- -j I %J L- I u I I li 1 r'N k-.* L- v I L- V v v k-/ �lj v I N [ Q1114 r\ L- I U u I -Jxjni N Lof \.i L- U Tf -- - . � 96363.25 J(DMONDS PUBLIC SAFETY COMPLEX I 1: \1,STRUC\EDMONDS\PUBLIC\EP-PLN5.DWG APR. 16, 1998 9: 43** 58 AM I RMF ! 1=1 OS -FULL YES PLOT : WORLD RMF t I , 1) ! I I I XREFS: EP-XTB) i L I I L . r I c � i r . I i - . 1. � I . � I I I 0 -111, & (A 0 " 0 ." 0 1 - - I > 11 ,,,, 11 11 11 ,III 11 pill 11 11 11 11 1111 1111 111111 11 11 11111111 1111 11 11 11 !!I! 1111 Ill iillii 11 I,!! lll:�! I !I'' 1111,1111 I; 111111 III 11 11111 IIIIIIIIIIIII IIIIIIIII'l III > - I \ / - - I n I ^ " - . . r �- I I ---*NM- - mom r1l Irl ---j cr) C.p 4�kb CA r10 ...L I I ��O,o . * * 0 & & 0 � (� 'Lo I I ��- .fl . . . � ��� . . 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I I I I I 1. MAN DRIFT 3 StE,,PLAN 01- I , 1. _ FW I7' PZ _1 • :, II ; • I ] IOW C - I _1) a J � 0* M ' r D ill r)- C 111r* C) �. M. Li CD t C) ill D — ..-J 0 � a J L Li J C w 3 w - .�_Jyi 00 I A ' LJ 'L cl:: - XII.I - C Li ♦ , Li lr� _0 D. �y 1 w/ `VI M 11 I I 0 I 41 womm Iiiiiiiiiiii Mason . JNIFORM SNOW LOAD 3EE PLAN 1 r SEE PLAN DETAIL A 00 ti >I .r I" :f 4'-0„ TY1. I r 1' t ._ 66' PSF 32 PSF TYP 25 PSF FULL WIDTH OF LOWER ROOF DETAIL B 25 PSF 25 PSF 0 25 25 PSF PSF rPSF25 25 \ PSF 25 Zb PSF El pag, a TIII "Nr 1:' THE ROOF FRAMING SHALL BE DESIGNED FOR TWO SNOW -LOAD CONDITIONS, UNIFORM SNOW LOAD OR DRIFTED SNOW 'LOAD, WHICHEVER IS WORSE, IN COMBINATION "WITH THE LOADS SHOWN IN THE 1994 'UN .I BUILDING. 5 CODE, SECTION' 1603.6.F. U„FO_R D� D OF D S L BE 25 POUNDS PER SQUARE FOOT, NON- ' REDUCIBLE. - 5 1 IFTE. a SNOW' Lai f : DRIFTED SNOW LOAD SHALL BE DESIGNED IN, ACCORDANCE WITH THE 1994 UNIFORM BUILDING CODE. I I ' 1 2w THE DRIFTED SNOW LOAD IS FOR THE DESIGN OF THE ROOF JOISTS AND PREMANUFACTUREDITRUSES. 1111111 3r JOISTS AND TRUSSES SHALL ALSO BE DESIGNED FOR 10 PSF SUPERIMPOSED iiiiiiiiiiiiiiiiiiiiiiiiiiiiiIIIII� DEAD LOAD ON THE TOP AND BOTTOM CHORD AND 10 PSF LIME LOAD ON THE 'BOTTOM CHORD PLUS THE DEAD WEIGHT OF THE JOIST OR TRUSS. THIS LOAD � CASE MAY REQUIRE BOTTOM CHORD BRACING. I r 25 PSF 25 PSF t, l A :V. - A r1 '�' / 25 I i 8'--8" FROM FACE , VPSF OF BLDG ,. - 52 PSF MAX DRIFT 25 PSF H _1� i'.x• . :'rS'Ll V,� 32 PSF TYP '-O" TYP 32 PSF TYP gmwmmm NT . 14, THE ROOF FRAMING SHALT. BE DESIGNED FOR TWO SNOW LOAD CONDITIONS, UNIFORM SNOW LOAAD OR DRIFTED SNOW LOAD, WHICHEVER IS WORSE, IN COMBINATION WITH THE LOADS SHOWN IN THE 1994 UNIFORM BUILDING CODE, SECTION 1603.6. UNIF M S O/ T E D. CN OF iiiiii11- PER SQUARE FOOT, NON--REDUCIBI.E, I DRIFTED SNOW LOAD: DRIFTED SNOW LOAD SHALL WITH THE 1994 UNIFORM BUILDING CODE, 2/ THE DRIFTED SNOW LOAD IS FOR THE DE PREMANUFACTURED TRUSSES. illil'Ilill ,,Ili, III IIIIIIIII . 8��25jP0UN�� A5 DESIGNED IN SIGN OF THE ROOF JOTS' 3, 'JOISTS AND TRUSSES SHALL ALSO BE DESIGNED FOR 10 PSF SUP[ DEAD LOAD ON THE TOP AND BOTTOM CHORD AND 10 PSF LIVE L( BOTTOM CHORD PLUS THE DEAD WEIGHT OF THE JOIST OR TRUSS CASE MAY REQUIRE BOTTOM CHORD BRACING. 0 4'-0" TY 32 PSF T' SNOW LOAD PLAN -POLICE AND COURTS, NO SCALE I A I SNOW LOAD PLAN -FIRE STATION N I 1, THE ROOF FRAMING SHALL BE DESIGNED FOR WIND LOADS CONFORMING TO THE 1994 UNIFORM BUILDING CODE, BASIC WIND SPEED OF SO MPH-- EXPOSURE B, IN COMBINATION WITH THE LOADS SHOWN IN THE 1994 5 UNIFORM BUILDING CODE, SECTION 1603.6. 2. LOAD SLOW A R 0 T ARD WIND LOAD . NET OUTWARD LOADS SHALL EQUAL THE CRASS OUTWARD LOAD MINUS 85% OF THE DEAD LOAD, THE DEAD LOAD FOR DESIGN OF THE ROOF JOISTS SHALL EQUAL 20 PSF PLUS THE JOISTS DEAD WEIGHT AS DETERMINED BY THE MANUFACTURER. THE DEAD LOAD FOR DESIGN OF THE PREMANUFACTURED ROOF �`•y TRUSSES SHALL EQUAL' 1O PSF ON THE TOP CHORD AND 10 PSF TRUSSES SHALL EQUAL 10 PSF ON THE TOP CHORD AND 10 PSF '•:i •• ::5: . - : r.S•. :.., _111 ;, :- • '. {t :: .rl: ..•r.. •. r. '. J.: f: :S1t•,:<_ S :{ r :} TYP ON THE BOTTOM CHORD PLUS THE TRUSS DEAD WEIGHT ON THE BOTTOM CHORD PLUS THE TRUSS DEAD WEIGHT 30.4 PSF AS DETERMINED BY THE MANUFACTURER. AS DETERMINED BY THE MANUFACTURER. '-� •' ��Iy� 1. ::. f :1 , la - ' "_ 3. LOADS SHOWN ON PLAN ARE FOR THE DESIGN OF THE JOISTS 3. LOADS SHOWN ON PLAN ARE FOR THE DESIGN OF THE JOISTS 11 '.. , 1 Li � r `: AND THE PREMANUFACTURED TRUSSES. AND THE PREMANUFACTURED TRUSSES/ < � I :�f +II••..ew ri:• __r 1 J.. •` , rr �/w�■/•�� .. - f :�s r 4w RIDGE PRESSURES APPLY TO EITHER SIDE OF RIDGE, BUT NOT TO 4,r RIDGE PRESSURES APPLY TO EITHER SIDE OF RIDGE, BUT NOT TO _ r-.::' • ::: 50- 5 _?:. 15.2 PSF ::.< 15,2 PSF �� BOTH SIDES CONCURRENTLY, BOTH SIDES' CONCURRENTLY. : �}4ry� f.11 ry •~f J• •`1111 Ill •: vei 3. •''• - :y r1 : • - _ .r 5. UPLIFT BRIDGING SHALL BE PROVIDED BY JOIST I 5 15,2 PSF OUTWARD 51 UPLIFT BRIDGING SHALL BE PROVIDED BY JOIST �.. 1B.G PSF i 5 :: MANUFACTURER WHERE REQUIRED. MANUFACTURER WHERE REQUIRED, :f. ;f: :4 ' �.,. : _ c..� - :. lO O TY }� 1 f 18,G - a 5 ti_ ao: � "�` Yyr� 11•. r Y t - {.r. J r : }J: l< • .rS. 11-t � . �1I/■� T f tiv:-• 'i•C. :t•• r .i: `Zi:.:'v._ :�: ati'.: :c.r r• Iti 1 O .{ r - • v. "v. : r'h's••: r•'':'.:•. • . � • . r =r, : ram:: :7 r;.':: • •i' r ' r - - - PSF }': r}• -{ r ' 1 .ti' - *.�. :' .4v: .:,;}:-.f-:•�•s. 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' , I ' , , I ' ~ - r 1 . • _ , r , • - , , , I 1 , r , , MAXillillllllllllllllllll DRIFT SEE PLAN ' NOT • 1r THE ROOF FRAMING SHALL BE DESIGNED FOR WIND LOADS CONFORMING TO THE 1994 UNIFORM BUILDING CODE, BASIC WIND SPEED OF SO MPH-- 5 EXPOSURE B, IN COMBINATION WITH THE LOADS SHOWN IN THE 1994 UNIFORM BUILDING CODE, SECTION 1603gl 2/ LOAD SHO 0 A O T ARD WIND LOADS, NET OUTWARD LOADS SHALL EQUAL THE GROSS OUTWARD LOAD MINUS B5% OF THE DEAD LOAD, THE DEAD LOAD FOR DESIGN OF THE ROOF JOISTS SHALL EQUAL 20 PSF PLUS I THE JOISTS DEAD WEIGHT AS DETERMINED BY THE MANUFACTURER. THE DEAD LOAD FOR DESIGN OF THE PREMANUFACTURED ROOF SEE PLAN I I .. pp - - _. JNIFORM SNOW LOAD 5 34EE- PLAN =. -� u 414?41 Iiiii v 97Fip r .J , 'r , ` 411 ' l,' kF �.. ; ,, �, " i w _ :1It v i ,,, f,'_ i 1I', ' . `� y is•.7n1 GL ' Y , I`,� .�{ 71 '+., d �}f,-�hr��1r•IP, IF,v,� ,y��41 I 4r 3} n P rq11 nl�qaw-W � .., , I �.. -11 ♦ �' .11.I - ' 1 , . 1 i0.J. 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I I P OLD COLUMN I, :,I` i I ' ! . ,I Zti' ;; ' �� � 1 ' ''' �V 1 r1'I, v = , 1000 Lenoro ll$t, ' I,'_. r,, .; �, "'a , _ „ n JOINT FILLER JOINT FILLE O ' -.�' suite , 405'1 , TOP OF SLAB EL ,° Lr CONSTRUCTION JOINT I I I 1 - SEE PLAN ,1' _ 1 t , `, LAI ! R PR D JOINT STRIP ( ` ' 1i�#1e . Qgh �� a + ', ,1 {r : , �' R J :, .> I to.< METAL O EMOLDE STEEL COL WOOD COL I I ` 9� 21 2 �' , 1 jI{ PLACED FLUSH W SURFACE WHEI�I 11 I�-1J1 - ." ,' , ; 1.4, , ' ..... ''� all 'r''' ,'tr I `sZ 206 2 x ' SLAB IS POURED OR SAWCUT . o8 I - r ; I, CONTROL JT TO BE FILLED W/MASTIC Im"a , �;1 sae S .may. I _ , %I I w- a r'� pf 1 I - , ' I� rw��- - _j . c r, ,' I I , 'henaer;�n, , '' '.7F I Instit' ofl. i.' -1 R , CONTROL JOINT OR CONSTRUCTION CONTROL JOINT OR CONSTRUCTION I •II "I , .�.. A�chi+es � - I 1" MAX , I - , I , ., / - JOINT �- SEE TYP SLAB ON GRADE JOINT - SEE TYP SLAB CAN GRADE ie , , , I,., ' -. w • ' . �.. ; . i , .' __ .. .,. �.: ,. . ,NO"..'� JOINT ONTROL AN CONSTRUCTION JOINT ca . °� . �'� -•. �`f r .' "� ..:� ..�: .� : �* ,.- I � FILL W %GONG AFTER � CONTROL ANQ CONSTRUCTION JOI C D � � ` ,. ' ", � ' r - � ; . � != � -,, �m + , FLOOR &ROOF DETAILS DETAILS, A/S3.1 � •11 a r. 1 I • 0 wl i - ' SEE PLAN FOR REINF I : , ' _ I_ ,., f - ' SLABS POURED BOT OF FTG EL _ ,a'`1 _ CONTROL JOINT _I „Y '' 4. } ' NOT (SEE PLAN} I ' ' , , �O��� �s 1 CONCRETE SLAB ON CONCRETE SLAB ON I k ` 1 • REFER TO PLAN FOR SLAB' THICKNESS AND REINFORCING. - r0 - ?,Ir fY 1 n GRADE GRADE SEE PLAN & FTC SCHED t Third ,a� �,ir'e ;ar.' I 4 2. CONTROL JOINTS TO BE SPACED 0 2OD OC MAX, EACH WAY, RATIO OF DISTANCE � � - 3" CLR FOR SIZE, DEPTH, & REINF ` ,c> BETWEEN CONTROL JOINTS IN EACH DIRECTION FOR A SLAB PANEL SHALL NOT EMCEED % I .., %: ' c-- 1.5. CONSTRUCTION JOINTS PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL I I` - �' s J , I SIZE ., ' ' ' ;. ,, f r' ' JOINTS FOR CONTROL JOINT SPACING REQUIREMENTS, r ` ' I , , . I 1j I 'B Ad - ', N A TYPICAL N l �' . 1TMN NO SCALE�...,) ON ^nTL I E SC LENO SCALE' �" r , /) �;� I Typ f . YPICAL �STEEL"I r SLAB UMADE C L AND CONSTRUCTION JOWS N� SCALE � I I 3. r 1- • � . :z 4 CANT .0.Lj U. �"` -SLAB ON GRADE 5cn V I ,y.. ?. TO MATCH FOOTING BOT REINF - �_ � _ Y , : , t - .n 2 SLAB ON GRADE Bp �`� tf .�- STEP HEIGHT 4­ I. _ x � SEE ARCH DWGS FOR w � • Ill • • a � STAIR DIMENSIONS & FINISH REINF TO MATCH SLAB ` °` SLAB ON GRADE U, IN r4 NOSING BAR ON GRADE REINF ��..aj - r . 24" � � I REINF TO MATCH SLAB ON - 4 i R• f '\ 1 y• I" 3. A n: ^ h � GRADE REINF(#4 12 EW MIN} 1 I �.r.,_ 1','4 <.3 a . y V . . , I r " . ill � _ + w ADDITIONAL BAR @ BEND $� • #4 CONT Em- � n !l I I � I IN TRANSVERSE BARS W/ W L � - � SIZE TO MATCH SLAB " .� �it .. � r, . 4 STEP HEIGHT :!--1'-0 -�.. REBAR SIZE � .. o ' ' SLAB ON GRADE F. � M SOT OF FTG �:.,"' ,q77 - .. , '''...���� 2 4ii r�+� c.+"i I zk.lA n rt 1t L / �fY(, ��f�)y� „ y. . •, 4 1 I 1 r' Ju K 46rlrl �•.• �•,• ffffff H (MIN)O.5HCL G 3C w i� T RAL I 2 -O (TYP)6), 4<" w SEE S RUCTU J = m I NOTES FOR COVER `n #4 CONT , - 1.5 H FTG THICK (MIN) co ': t : . • 1 ' T I' r awl Y n" , I ~ MIN I a I fi„ $" rn c..> • I - I ! $1 1 11 I - ,I ; " Y , . 1`y� " r`r , r I � �0 + - r`, ` { �. I' H t , ;, _ " I .r' 1 Y -1/20. ; 2 1 y - ' 1 ' T [ I , f r I 11 i , ! ,I♦ I 1 ! 1' „ 1 f • ' ' i, • , I r '• J. ', Ill rr' j ,," _ Ji I P I'y'L • ,r'r, IA I II ,"' , ' .a ' 1 , , „ I. - I '1 r . w cll "t" ' I Ili,, f; r j I r '' S ~, I' ` , Ill IJr ' s' "^ ' -ED t I,1 S ' • '7 l7 , %=A p , "I 1W.4m., ." r4�do�UBLi c, I " ­ I I. .l i ' L : L ]' CA,s f - , 4 1 I I I CWPE, I I '' I .' I '• i I r I - - I 'i I I , ; 5, I . ' , I 1 , fLI-' �'4 '� , 1 I' I " I e ' r r . 1 r. f 4 11 I , ' I I ' 11 I ` n ' _ ! ' ' I 1 {I' r . - `' . . , . r . + I . I ' ' ILL • , r "e , I I f I ;, ti' ' ' ` r i 250�i%�'' , �''� ' E Jti I + I r , )Is ,11 K tl L . E • '', I, LJ,1 - 's.. T'� "" -,l ,�Id• 1's' 'S`ri, I . i ,.I �� �� , .' � �Y r 1 1 ;Iy` ri, I , w k +, 00*. \ f Y ill 4r, r,Y, I •I,..] 1 11it ' ,{ i1 rr1 r , T - I ' _ , ' , 1 �.I -'_ ' Ir1. 1 I r +`', , I I I ,r ', , I 1. , I I ` '* I, y ' JI,' I i I ' 1-I STEP HEIGHT � --U , r , r ,,r1 11t I _ NOTE: SEE D/S3.1 FOR ADDITIONAL INFORMAT I ' "'1',], (, I I - ' - y , ,I , , ri 11 • YI. , l -1 , , 4 r Pr r ` . .' "+ I r • ' I I ' Y I u '' I I, r 1 � ' I •ll - , I I r 1 1� dil , I • r ' 1 I - • 5 , , , ] i, 'l �L NO SCALENO C LE g j • N SC LEI O A r ' P1SCHEDULE1 .y I , !�W N� SCALE ] ' -1I� a 5 , ' 'I' , r" v r�. ,, r r �!I ; � ' __ I. NOTE: -SEE PLAN FOR EDGE OF SLAB LOCATION WHEN WALL DOESItL"` w L?x4x/$O-10LLV� W NOT EXIST AT PERIMETER, �, ;` �ti , . � {2 3/4"06"STUDS@ fi AS RE 'D BY 2 z � ,Q " FTG W ALL f . `< ITOP OF CONC WALL B ABOVE TOP - 1 li y .. r' - a� ANGLE E ri��= .'r f � 1 �r ",', _ , GAGE. PROVIDE G ELEICATUR I - ' "(MINfi SHEAR WALL SEE SCHED OF SLAB APPARATUS BAY WALLS " . I . Job N o .: ;. ��: I : "oil .I 3 0 OC OF 3 GLES SUPPLIER _ , 2x PT SILL PL j AI _ EA SHAFT} �s 8 D EMBED I I _ ,, • ' '1 �•' I r:'r: � I ANCHOR BOLTS SEE CLEAN ROUGHENED 3 r • r ' , `' . I I 'I r 2x STUD WALL INHERE SHOWN k + ' . ` , , C� - BN ,fd I It``•r SURFACE �r SHEAR WALL SCHED " I .wJ w'r..w.w - I i r - ' „ I t[LLw1iL4.L.11wL - f,I.- I TOP OF CONC WALL ANCHOR BOLT PER SHEAR WALL ' -�~' �., - - - SLAB -ON -GRADE SEE PLAN - ' I I , � - I - � ' - �� . - � SEE H/S3,3 FOR CONC EN .SEE SHEAR FALL SCHED TOP OF SLABi SCHEDULE OR A/S4.1 ' r' ' "d I I �I I EXCEPT 0 SIM ELI 0 .. I ' T NU US SILL BOLT PER A S4.1 2x STUD WALL r r 11, I WALL AND CON I O , :;I" a � 4 CONT � 15 I r, �1 r , 1 � �•:�� # APPARATUS BAY FALLS 2x PT SILL SILL, ` 'fl . FOOTING DETAIL PER PLAN E ,`= • /� ., .15 r 1"'. 1 [ 'S1•"}r' ��'nii 'G11rr _ , �- 4 12" OCT 3 10 BENT E) OR 9" EMBED(2)#4I : I :I ''��, ' ' _ , ; . I " TOP OF SLAB CONT MIN MATCH STUD WALL THICKNESS Sh' c I p,• SLAB--ON�GRADE -- - - - y;r; 18 .� P ANGLE X WIDTH " 4 © . 14 0 12 OC MAX) I2}#4 CONT ' I I I 4 0 14 CONT SEE PLAN FOR REINF I EL SEE PLAN " TOP OF SLAB I , "[ . . I " # 5 MIN `J 1 I r., , I aF SHAFT I , I . - _ 1 �'` 2x PT SILL PL SII i EL SEE PLANT :� l r 1, _ 1,�.� - w r �.I I GALVANIZED, . - 4 0 12 OC • 1 4 { BLOCK OUT SLAB AS .. 3 " FIN GRACE 1 . ;, , . - "`�:. , I TOP OF SLAB ,,. GRATING - --- - , RE• I -" �� SEE A' S3� ; I ;� Q O AT PLUNGERwamommommum r�C 11 EL SEE CIVIL , 1,i. . _ ; , . -:*1 . / .,i. r.' " , ,'° •- , I', 4 . 0.I_ ^�--�-�-- '4 EQ I . _ I „l ''+11 r.,• ''r e ',• •_y ,%, 1v. I ,r O M ' • I ' , r , I,L ITT1 • •Nr • a , '�.j I # 5 �•r • OC EW ' � " • t` I ! . I SLOPE - , ' ' 1 1 1L , I , ' , ' " 1 I111 'S1 ' 11 ; 111s Y s ". r "i. P ONAI ill , I .u. ` �,Yry . I w 1 . . 12' TI L• 1 SEE A S3 1 :A' I ' h 1. y lY r h4}' - iI, VrI 1 I I . r , ' , r ' • �� 1 'n '�' ,�.� ! i MAX _ -�_ ' c' 4 @ 180 OC _ , 5'' Y I ri t",',. { �� - I ri L _.,.,,..'_`- a11' m�tarial: h�3n , fie* the ! �tnp�uCied 1A +orf�lk�bl �i+� a!`' ��� I ��, - ---� nlrrr.�l I i " " ' i1� 13f1C�1 i s ,uR� i',, r�Y 1 - 1 w " SEE A%53.3} #Z CONT " t - w�#�tut' I -w##In r� -�.4.. ' Lij m ,, 3 CLR '11, L 11 I i R (3)# Oi � T I ' 1 i' , f• , I'r „u-; dr,I"'kr.'yT $,• i ;I, T'�Y' r - U 4 �` I I e I #4 18" OC - 1' B" _ r co y/ I „ . 1. MF; _I �srh;i�. Y - # " 1-5(2)#4 Ct NT �' BOT OF 'TG • I ,^��-y�N�{ L4x3x LEV} EA , . _�__ I1' Y _ ' [ , .,,I,; ,,�, ,a,: y iY�i I , + I 0i I '�+ �l r -- i.r Ili V f I T �L , r' SIDE, OF SUMP W O 4 *� d 1 L. a 4 ' I , ! 'f I'i IsF`ti.'� ri," II^s _y�Yt1 �I { I .r . _ I I x,, I , ,r • - 31 r 1 , I �, I{l I i t.11..1 .AiI r.I ,' r Y If1 " '•] ri. a t t f SV y v lt. /' ,, 1, 1 I 1' 1 r I I a J,1,,1 ,1 I.ir tt , r 1 I I �, EXPANSION BOLTS 0 EA WAY 3 CLR l ' ; ., r !'-7� - 1 - , ' r I '`�`,`'• ,`11' I II, 'll ' , . " 5 ti r 1 1 " ', 'N'� 'r S k I'll 1. OC' (2� MIN EMBEDS SEE VS3.2 FaR CONDITION WHERE INTEf TOR " " r f1. 1 . , ,.rr.Yy k'''y 1 ` m fp1 ; I , 1 ,� I _ #4' 0• 1B OC I •;2 -O I r : P , `� ' J I J ' '' 1 i ' • I , I , ' + I . 4 'I 1 I 1± 11 , ..i f , ♦ Y' 1 ' ' I. I, I a, I FOOTING INTERSECTS PERIMETER FOOTING1 ,6 I I - - I r , SUMP SEE ARCH _ DWGS - ' :J' i ii a ♦ r I 'I • , �. , 1 I r1 .1 I � ., • �'S "- ' 1 �� '��ir � �' ti•� h i5 w••I! I 1 . , L - ' - I ' • . _ ' - « ` - . . ' J . r • ` , - 1 1 , ` r ' "' ' I 1 ,ter I "'�' fG �• 'r '• V I _ ' I ' , ,. ' , I I I " , , I . I I e r , . . , I I , v . 1 , 1 , I ` •r:'f' . II r�1 s 11''4�h• 7 I I "i'' r 1 ,.{^, ,71 v+.+},{r I. I , I 1, I , - 'r - . _ - I r ' + ` , rl n I •1. ), pY ,�1' - Ill I.,-, 5 y`, - +•14 Y{rrll` ^.`,Y\ ;.1 t "I' �, I;rS � In_ LvA ION' w OR (j��fy[*�� 1 �y1yy a wa �'r h I , ,r 1 1 Y I y 1 S �d S� rMT I ./['Ii VL �I'� rlM,v r !' r'+n l��`T, ", ,iS [�i411AI :�L `5 'ti 1 r c , I _ . I - - , _ ' ' r , 1 . . , 1 ,' , ^ ' .I II 'r Y i A !h n'1', _ C , 1 , ' , I I- . . . yr . I . I , _ • ', , . 1` I'Y ' i 'p r s- � i, 1 1 r , ' I .1' 1 I I 0. S IV �' .µ ,�1V_ a 1i i li '.}�'h', F'r' r` '11+ 'sl. �Jt`A I h+: i,lr,�t�' `K,-,t- . r i ,,` , . t• I, 51 i h�1,,r �L 'V N''t l.1'.' u J J f -�.. l�V��yji� " t r r > I I ' r, ^ ' I"` L 1 ' I I ',r ,,s „ri0.4 " t^ 6'C,' ^ 1, q {' ' , • . ' I li I T r _F. ' r _, ' - _ 1 A •, 1 r - . L� i. 1+' ' ',I/"" , ,+f !, tI'�1,Cl Yyas ,r�� rr'; 1',,{ I+'` �f`' 'F r,• i -'�i j I.., i`- ' �r \f ow I , ' ` . , I 1 ` . I - I I - I r , 1 . r , 1 I . ` , , r , I - - 1+ I ' ` I I - . I - • . I " , • ;�. "v i' ' 1 -• I I f 1 ` _f ' ' v I� 'V ,' fw1' 'I ti'1\ air' .fi I1 ri ,` ,,��.,, -$" 1a" Ri: `T a ' C I i r r ' , r , 1 r, L I , I I rA. I ! I i f1 . Fa "•) :`il i . %` +1`` `"}• Yr} - S , �y� r� r I , r I c I I ' I I r .I x a , , it - , t r �,I 'Irt} I 'u '} h' ,rl II 1 I 'y1 J' {{ , Y , •I7,- r ",J Lr.+','�+:J3yu�'ti: I t �I ' '�/' '�/"/ " I !• _ 5 ' , ' , I I i _ 1," r ' r1 ' ' [',+ IV 11, [ js 3 1;1 ',,•, +:' ,^. r'��7 /� , ] _ - I V o - ! - , '} , ,, I. ,1 ', Ir n u i1Po r�Se ,.., .. r, I -t FI'�'. .• t 1 , I 1 _ _ - s 1 L 'I'.>, .j .1 'l :}n ': 1;, p?I ,y',T�h1{k,�Sr" r ,i`11 �1 - 1 I " l , , 1 i1 1 Y 5 ,r b\ �y`''}1'"' - T� 7l Yl T o i% I ' r I L I , r _ - , - , `r , " 1}' 'S ',r (',t !I r ',` 1• y _S'1 .r �l ,��rY 1. i, "}{�r'I .,, a, „r a J' u. F V A,, \' n r, _ J - 1 , I .l -'4 •" `,' d: k'p/ ', ,J ' i ] I. 5; �1 ,]Y h,ll ,\;] 1'L \IY't>(d_`f ,�, IIRIS. i3 .n, h v' • - 1 _ _ ' L: 1' IW ! 1 L ' . ' , ' ' ' NO SCAL E `T r- r _ , N ' SCALE '\ t' •I'I `,Ii �' i'1T; I_'l„, 1•'u 111{ `r }- S[.i;j lr_ 'Q.. Y. r�' 1r! ' , 1 ' ' , r SOLE I '' 1 • I F0()r , r"'r r ,i _ , - . 1 I 1 1 I ! r` r 1 RN I 1^ 7, ,. .i'.,k�VA,�.,��i�",k""4"4,x?,��,-%i, a' .'I -I ��"� ',NO ISCAEE1NG , .SHEAR I ,L 'r �..`, r r�l/ fF' +i ' I ° ` I . s _ f 1 r I - - . ,r L 1 5 1 , - - ,V .F - e I 1 I 1 • - -, [ a 4 _ f ' e I I ; r'' , �, r 1_ {I I I 1f, 1 ,M, 1 s 1'r v f • i�.�1115-•gv., T. l 1, s 1 _4' I A. I, , - '. ,I I I r , r _ ' I Y an I r I . `Ir Y - I I •Y s r .. 1�" . , 'i I .r I tI f'!. +'p1 5,i Iis.c f' V a Y'.,I. 'sir '' I I >'. 11 'nr y'� .1y" I I`I M r' t, l S,. s 1 z1 'r r - - G� 1� r 1 Y y r r 1 "` 'N, T . ., , - r I . , k . . , I I r . r ' T' I ^ - I , I , ' r 1, 'I ' , I I ' , - I I ° , - , • ' _ ' ' , ' r ii 1 , . I Ir , I 1y�` 5Y L u y, i' li5-[. 4 • , I. , 1 , , r . , r I - , ' I ` ' - > , ' I I , ' ,I r I ' e1 I i,' d°� . , ''' / - 1, 41 h `I. . I -I 1 5 1.rr V11 _ ,, - '!r I 1 b , .,� , T , - , • , , I I . I h _ e ' r . I , - r I , I , r r �• , , , '1�i I, I` `f 4•1 `, ,,}„ '�` L. 1 r+,I I R�}., +I' FI .Y ' , , , , 1 , } r 1 'f' I I r {n` + Y,.[r .A!} 11 d'� I 1i '.S a t `n iil • ' , I I .. Ir I , I . . - ° I r 1 'r .. 1 I r '' 1 ,I I '} ' 1 I .� _ I H i'LIr'.,IS �N •.:,+I �. 4 + i'], r�.P. .i•!�'1" ,el,'+1` , • , FOOTING SCHEDULE MARK SIZE DEPTH BOTTOM REINF REMARKS F2.0 2'-0° SQ 1'-211 N#5 EW F4.0 4'-0" SQ 1'-2" (5)#5 EW F4.OR 4'-Q" S4 1'-6" (6)#5, EW F4.06 4'-0° SQ 2'-0" (8)#5 EW F5.0 5'-0° SQ 1'-6" (5)#6 EW F5.QA 5'-0° SQ 2'-0" (7)#6 EW F6.0 6'-0." SQ 2'-0" (6)#7 EW F6.OA 6'-0" S4 2f-6" (8)#7 EW �6.08 6'-0" SQ 3'-0" (9)#7 EW F6.00 6'-0"x9'-0" 2�_p° (9)#7 SHdRT (9)�5 SHORT TOP 047 LONG (6)#5 LONG TOP F6.OD 61-0"x10'-0° 13'-0" (15)#7 (15)#59SHORT TOP LHORT ''i'll N - I I q6AE 6'-0"x1fi'-0" 2�_g^ (22)�� SHORT (22}#5 SHORT TOP (8)J7 LONG (8)15 LONG TOP ._.___..—_.— .._— .._. _. _ l > .It + lY 1 I I ` I, - I , I I• ' I ^- t _ r S - I ' , I '{ I " t , I , . I I If , I. , I. .SIP •' I I ,I ' - } - 1 1 ' - 5 I I I I . I I • ' I „ I r• .. . �„ r 5' r„ > 1 I I: i`I y ,,@ -�! I Y `p PI 1 -9 I _ r. , , I I 1° `h ' ',1 , r 1 YI , `l1• I'' 'f I v 1' _ , - - ' I I 1 , ^Lr 'I' I L .I`'4l'A ., 'SV! 'I •, 7! 1,'"� ,I 1 ", _{• r; 4^_{ . I I r I r ' I I I ' I I r r _ i ' , tires 7 I,I" Ji - , .I f , ' - f 1 I i r I , , r , 1 r' ` t u .v I'M s l`'t�—' 1. F,$S s, i°,r rr}1 I ' , t , 1 , {' �' F' a 4r 3. - I ' . I . • , 1 r 1 r I I - I NUJ PENT G- REIWORCI G -RED Q FOR RE TANGULAR r ' , , � r � , _ ; ff. ' I 4 I - I - { ^01r I .11 I1 1 e I' ',, ItK'#.1 •'' IY' .. I,I 1'`y"I G5"•"A , 1 Yr , n . I _ r j�j/j1 J'{r {��iff/��j} j��r'��� I 1 r `�A�� - 1 " '�Y`i,"�f l' I'LY. '1 �a.1 9 ., ,. ,l;e _,- "`,. L. Ill. -r r I ` I M PER ` NG ■ ■ 7/ T LA 1rER T AN Y R V N PE ' 11 4 'r r i '•1^ 5' ` i L '�'1' r�ab` r Y� !'' ,� 5y�,,I,-_ �, 165; �.'c i!� ttY , ; , f J I I s 1 t y r , I ., 't r,L "rt,,,l, 11 :. h l n i e� r` r {i 'I. ` 4I ^ , r , 1 r • ' ' ' . , 1 r r • ' r r r , t , `F ,-1 14 , N 1 i r Q ' ir1 I� ' y}� _ '/�jr/�� r [/�, �M�• I I- I, NOT CR,EATER THAN 12 x12 , WHERE OPENINGS ARE' L ATED PLAN&EXA����� .5 �:,,*;��; � �F'�, It .r.+.. I I ! i i/ '+Ir �' V �F 111E AND 4 �� 1� Y r r . r 1 r I " , * ' ` 1 ' " r ` � IJ` I ,{' ' � 4F II' I L E I. r' C I I S1, I I'I ' , J' k 'r 'I, } ' , M r (/��e/1�y PER THE 'L,IMITS SHOWR UNG, [��Tyjj■{r �.{�y,�y J j y.�r- f � , 1r 3r/ � � , ' I 1 ` ' r , _ r • ` ' - , , • ' f ' S I1` fqn ing r� , ■y����'• I _ ,F ' I II."'111. 'I II I ABBR,VIATION S ' K, I + III - �I 1 ,, _ I .' , , , ' I . 1 I , I - • I ' I , I ' ' , �` �1, 't rr r BDD n I r' r` LdtS Lbs LbtS Ldhs } F i _ r ,' f d Ldt La Lat Lb Lbt_ Ldh.' Lc Lc Lds ' 11 : II- '1 .I Size L` I--r db = BAR DIAMETER � x LARGER OPNG DIMENSION OR 112 HICHEVER IS -GREATER) 0'y1 C Byrn y er' - . ll - I I ' Ld = TENSION DEVELOPMENT LEN TH I F I ' I ! 98402 0T, I . ��� ; t, I 4 14 18 14 18 18 24 9 9 15 18 26 24 33 7 SG MIN TO EDGE 0 ADJACENT OPENING • �• r • , . I I 1 2 {}rye 6 j��y 7 [0 jJ�� - ; r111� . F , iq►,WV"'wI WIrr1!'`, `, -'` r r I - Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR . , - . ; 1 23 18 23 23 3Q 12 12 19 23 32 3Q 42 9 HORIZ TYP coss�°,, JI 't .r I, .� I - 1, ` a La = CLASS A LAP SPLICE LENGTH, 1.0 Ld GPENING ' I I A boo ' Lehv'ra . St ' ItI �^�, I "i ' I n(33)'�. ('1}# 5 DIAG TYP I ,I , ' ` _ B 23 I30 (43)�' 23 (33) 30 30 40 (56) 14 14 23 27 (33 38 (43) 36 - (43) 50' (56) 11 Lot = CLASS A LAP SPLICE LENGTH FOR A TOP BAR, 1.0 Ldt s„�t 4 r S8 the Washy t 1 - Lb = CLASS B LAP SPLICE LENGTH 1.3 Ld END 4F WALL + .OPENINGS'' 42 58 13 f I a 2" �-7a " ` r= L0IIIIIIIIIIIIIIi' I 1 7 32 (46) 41 (59), 32 (46 41 (59) 41 (59) ,54 (77) 17 17 26 32(46� 45 (59) (59� (77} � '' J I _ 1-�O (2 5 0 WALL o� - � 11 Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt �: o � 622-- 9462 fox . , ; ' 78 42 0 55(78). 55 78 71(101)19 19 30 42 60 55(78)55(78),71(101)15 (2)#5 VERT TYP MIN W%(2) LAYERS J I " ,,I I-,IIII,' I8 42(60 55( (6( ( _ LdsTENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK OPENING --- I � 1 �, LC = COMPRESSION DEVELOPMENT LENGTH a OF REINFORCING I ; r`I' , _< 9 53 (76) 69 (99] 53 (76 69 (99) 69 (99) 90 (128) 21 21 34 53(76) 69 (99) 69 (99) 90 (128) 16 I Members a' 'I t I �' �, Lc! = COMPRESSION LAP SPLICE LENGTH , , The Ampnovil Y1 �� , , 6 96 88 125 I 67 96 88 12 88 125 ' 114 163 24 24 38 67 96 88 125 88 125 114 163 18 SEE TYPICAL CONCRETE ' 10 7 ( ( ( ( ( } ( } ( ( ( ( Lds = SEISMIC TENSIOi DEVELOPMENT LENGTH A i C � l I. " I �nstit�t® bit � ,5 , i 1 1 '• c to t WALL DETAILS FOR HOOK HOOD{ IF MIN LENGTH 1 11 I 11 83 019) 108054) 83 019) 108(154) 108(154) 140 (200 26 26 41 83 (119) 108 (154) 108 (154) 140(200 210 Ldts = SEISMIC TENSION DEVELOPMENT LENGTH FOR A TOP BAR OR ENQ BAR HORIZ NOT AVAILABLE A„, r,l I i Lbs = SEISMIC LAP SPLICE LENGTH I ' t4" I . Ir 4 ; e • , BARS (TYPE � `I . �'r I ; , , ' © Lbts = SEISMIC LAP SPLICE LENGTH FOR A' TOP BAR 2 _0 MIN (TYP):' , ,•IA' III I A r: N- T-- r 4 .-I' � w Ldhs = SEISMIC DEVELOPMENT 'LENGTH FOR A STANDARD HOOK I r' , .; I ,. 1r USE THE LENGTHS IN THIS SCHEDULE, UNLESS NOTED OTHERWISE. 1. '.II i - 29 USE LENGTH IN ( ) WHEN BAR COVER IS db OR LESS OR BAR CLEAR SPACING IS 2db OR LESS. 1 . �.' ','I;�;'' I � ," t, 5u1#ram ineer,�S 3. A TOP BAR IS A HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW IT. - NOT : 14 I , , I ilr, I:I , ' k . , , I I ' I 120t Third A'vw' qu'1to ,9w. ,' ' .. � 1 I BARS SHOWN ARE IN ADDITION TO I seattJe, washfivW11980 - "11 f206) 622-5822 " PP x 42MI, 622�-8`190 I , I III 1 � - WALL REINFORCING NOTED ELSEWHERE. ' I 1 , , , I 3 I I I I, L1,1 �I \) I C.) I I I I Qi r �l 1 r I 10 Ill% 4N � z I I '. ^'.(II ,L - I . I 11 DEVELOPMENT AND SPLICE LENGTH SCHEDULE NO SCALE NO SCALE NO SCALE : I 1 0..,. 1 . . - I ,1 1lllllllllllllllllllllll II �, `% `i � , . ' r CORNER BAR f 11 LO � btsmop. bts ',,, I ., . ' ; qw,I• I ilI--� ' , ''I i-1� � ���// JJy .:;- 4M . I _", , j I I I I `wr [� a I WALL FOOTING I I ' 1 11' , IT .`4,` . LI r4 V) ^� _ I STD HOOK I - �- I - . Pro'e.ct` Tit I f 1� .� I C I I '_ CD � SPLICE - �, SPLICE ' = , J _ 0 .�.+ ;; i- .-I.ISTAGGERED . � STAGGERED O I TOP OF SLAB I J ,It, ' � t f � :'a� 11 `yam. FROM SPLICE'` .� FROM SPLICE I 1 i - I - , 1 1 , • 1 I M. I I LOCATION LOCATION CORNER BARS - ' Ir ;� t o L y r 1 " I ry! I ABOVE & . . ABOVE & 40db -„ ' �� r r t+ i I r'ri.r._ 4 � BELOW BELOW „ � I ' ; ,', ^ t; :k i = -01.� MATCH I r L ti ', -�' INTERSECTION �. ` 10,20%j I .-.., r� , , I - r I` i , , ', I + vK CI'+ T Y _ BAR I - FOOTING BARS G1 ,i 1 I. l `,r !r 41 , ,, J ro FTG REINF ti, I •LU I � _. n 4 TYP T&B l{ N y I 15 ' i`,,� L •� :5, l ,r ' lu U■ T � . , 1 . , 'I , • ' r r 4r,r r `. .'' V ral. i ,! . tr • r . J go 1 „ ! q I • !! f !f ..ram :�� I r I I, UP TO 2 -O TO 4 -0 2 -O 2 --0 TO 4 -O --" FOOTING BARS ' TYP t J II ,, low Fr 1. 2. I _ ' . \ ` `'' , I PIPE ABOVE MAIN c � . r . y� 15 1 I " n, III r ' , I' M REINF (MAC 4" D A r 1 - ', � f-- WALL REINF � REINF TO E ;•'I1 { "r I tar) ,, MATCH _ ; . I „ I } �I 0 r� �, � 1''I' ra'�t1�11�4� 1 l 1 .I .�- 1 PIPE WRAP OR SLEEVE BOTTOM W II'� r 1 �I Y_ ` OL z 1 3 8" TYP. WALL STEEL " _-- I : ' ll"..I T-I I #3 0 8 TYP. WALL STEEL , -�- I LAP SPLICES TO BE AROUND PIPE TYP REINF . µ I -- SEE PLAN , I' HOOK BAR w 1= IN 180 HOOK BAR w I Ill - s0 STAGGERED AS SHOWN 6 HOOKS 180 HOOKS I 1� I ,, �, _ 180 HOODS PIPE AT DR BELOW I �r' I} ,' 1 J , I I rl I - 1 r I 1, I I. I MAIN REINF I. . r I "' :I_"j, , s,_ 180 HOOK _- E L E A T I N 1 I 95 .. f PLAN VIEII PLAN MEIN r1' fir •'. - l • 1 • I , rl' I , 'I ' 1 ;�" ,•-1 . r ,,,," 'i(1 ', .J'II MIN :` �, Ir, I I , I " 1 , i I r i t Y.. ' 4hIt. t `'', • -f i I NOTE; SEE TYPICAL CONCRETE WALL HORIZONTAL REINFORCEMENT END BAR I . ` , , ; I j I I I I ELEVATION 3 I 1, '- I. Ilr,'S SPLICE DETAIL FOR STAGGER REQUIREMENTS FOR SPLICES, ' I °I' r I `• N 11', [I,S 11 11 - ' . I 1 . ! ' 4 ,.I I . " 1rI III. I f ` 31' , . 11 I I I ' I ' y 1 r 4 r II f IT'}`II 1 I ' ;I I j1f1f Wr } II 1 ' `I 111 I r ` 41 'I A ' a' l'1 ' •,' J J .I 1 I�.1r' " • , � I ! N SCAL NO SCALE NO SCA E I I IIIII ; NO SCALE "I I s, � r f,. r ,`I 1. 1 y IV .I, I`' 'f, ",, I I -Y. s 3" ` . I , ' r'I, Ir r Vr " i JI 11 0. i �...! I � I I r �I . I -1 • ' 'i. �yo,` ' I T, 1 Uj I r r Y 4 1 !I , _ ,' ,_ p � c,) I (L COLUMN & FOOTING I I '11,-: .. , Iv SEE LS3.1 FOR ADQ L INFOI "III SLAB--ON-GRADE S 01.: I, , l r I rh'1 � I. ' I CIO I COLUMN AND COLUMN BASE I1 R I I 11 I I n I - . . � I Iss le Dater 4. , r d0.. I • - • '(SEE PLAN 5EE MECH, ELECT, & TOOLED EDGE 4 CONT I I I �Mw� S r' 15 r, I 1 ' ` 1 �/ ALL COLUMN `BASE CONNECTION �, I . " r �jM I I' tl1 '!I I �-,1 Ylrw P r I "r r ' IrJ r w TO & BOT v) I I ,r ,1�. �- t: _ ARCH 9 MAX .I _ --' ©- BOLTS TO RUN PARALLEL TO ;1'. - �.. c . . , 1 , = .I , I . 1 q0w� t •w f ` '�, , r1 I- I- .r` F '^ �' i WALLS,ARCH QWGS FOR ISOLATION JOIN ' -SEE TYP ISOLATION 1' 6" n- _ . I I _ �- A. SEE FINISH �` I 1' I " -I - I 41 I 1 n'I r I I 111I WALL ORIENTATIONS JOINT DETAIL WOOD COLUMN T PA SURFACE r � r -� CONCRE E D �"- `, i /� /', , 'A I f c = 3000 psi I ,. LSS` •�1 ' ] ---: . I #30 @ 8 OC - TOP OF SLAB EL I I ShOet ,0'ontemis;, I'A-` rl ; ' �, I t' ' ` GYPCRETE �. l r" , x , , I 'L i- 1 +` h "I I (SEE PLAN) I Y I. ■ I I I TOPPING I .,.,_- I ' r r !' 1 `I 1 (2)# � F1 a 1. _... P 7rY— w"A�M1 w� Yew Ewa �� , , r ' t I f _ I I 1 1 I I ...�I I I _III I I=] I I I I -11 I I I I_ 1_ 1 4 ' - ' �r I e ��+r r�� .r I 4,� I F+F I'iu'rlr r _ I I ' , ,' I 1 , 4 r h, r.l, I i I -1 1 , • I ttF 11[ 1{1 1, I. ` f 1 { 1 1 I Y I 11 ._.I I_ �..:11 I I1Fy11 !,y I I--�-III-...- IQ0.w.."10.,I ' ' ' I e ' r \ • f I Imo. r ` ' ' '` r- I r , ' , I % - ' - ' ^ I I 1 r , ' 4 -- :II , I 1 I I I I I I,I I „• I Id i, ' 1 5 II 1 , 11` .. rr` - . . - e I N\1 \ .Iii. 4 L .J - I I r ' I r r I n 1, Ar A � 5 � 1�'• I I I . . . w . AIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIII,I" Aolzr Ir. _ I ZZ/ AW .. . .7/7 :9 _ f ii l►�J/�� I r #4 CONT SEE >< I :dL r ,'�j ,.{lr' ;.. ' rr l� 1r+-'e�I,5 r, ` �! it i 1 J ..j �j ,— ,,, llr r ' 7 ` a I r , �.r». PLYWOOD SHEATHING 'I I' h5 1`r v. ` l r , . "'1 V ],I Ar I r, I �, J,1 ! 3 I I L I r S, e L „ 'I r y • r5 ' yI, n 1111! I r-t �Y t 9yl r'. ,r lr '1 �f,�,' ."r'I'.+4- - '•I {rc I �,. , I - - PLAN FOR SLAB - - I I - I ` , ; . r ' ',,,1^ .,.. '� I ., ,,�, ',,, eIx 11 ;I ' , r _ 1 I , #4. 2� ' ' I .' �'e, q1'!, l°I raa •Sri i�ai,e ..{Ara 4 `I' y ,>r ' r I i8Ew M1 mits�a� ',�'1+4i ' , r^eir ; �7q trot" ,'' I. REINF +--� 't11! tal�a 11 �.1 v I f-IBOT OF FTG EL 8 �►.�'Yr,,I"�: U-jI* Ir NOTE. EQ #IPMENT PAD SIZE TO BE 6 LARGER �, I � 0*it I• � 1 --� ft� 1'040 x 1 P eyl - r r �` , I � SEE ■ LA! • r �� • .^ "• � [ ri I � ` ' ' I 1'u r i' �'r fr is �l .�ti ati. 1^ Iall it .lTl r1 I I I ( THAN EQUIPMENT IN EACH DIIRECTION, UNO = = -- ' _ ` I I .. I , r I 'I r - , I ,` I ' 1Y�11 vl I , 1 1 " t 1I 11. }I,If[.� }yi plr, y ,iy .' ti , I I r . - I COORDINATE' EXACT SIZE & LOCATION OF CURB CC> - Ill 4 �(4`,` { �I ' v , 1 + ISo , ' . I, IT'1 Yf. ," , �"� ,a a M' I - I I r 'I,' ,. , ' I e i- s '' l ,' ,5 ' u�r7 CLR A WITH EQUIPMENT PROVIDED. °� - - I 1 F BPDS IHEU E O I io ., s, I , I r 1 , 11 ' 'r .- i IIl f t f��wlrl�] [ I • I I ',I ` ""I I'r111J 5 , ' I , ' 1 A rI Y = I I I © I , r I � e I r. II%A ,,,,, 11., I 13 , �.M • I - I " cL. SIZE SEE 1- L# 'I J�'CHED _ = I I - - I I : , , I ' r `'�: I `..I �,.,�, :.I„ 1 'r r ' � I V I - I "i. I 1.» ,Y .I 'J . I 1 11 I r' ' yj'I ,' r, lY a�L1'`'l ' 5 a FORS E DEPTH, ' REI � I 11 1 , - ' r . -I ' - ', 'e r •'s, .r' J ,S .ri+,,,'�,;4,•y r ,.. I I. ,h I . � �'�' t,, I r1 JzI ! r' i [�M''.'�} t i r I l 'I I , I, J !�y t I Jr flI � I _Uj 1 l " 1 1`µ'.I YI�'4 la 'i' 'a1Y1 R,n 'r�,1j11'11 _ I , I ' r - - I 1 r I I I , r 14 I , I • .11 r r , t V11: I +, I-y� ,y rt�:.14''f I � r s I ' ' ` ' ` • I t , ' I _ I ` I', ` , r ' '14," 11 Y., I 4I` F ,4I1 I Jt i1� 1 ,6, 11 -J- ry r _ ` • , 1. , I s 4 a1 • tI 1 , I • I S11 "'' I!''r 11 ,t "k ,, I•� `," l-,k r `` A lI .r . 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I Jr •' IIF 'e, I 1S' , 1 ' L 'I J st 1 ' • , _ r [ •} i' - s 1 I ,.yu 1w/11 r. rt�`y, .a r i ' ar,. ' ` ' ' _ ` 1 I J „ ` S , 74 rJ t,111 Arch,, l rvt r t •Y`'w Fin 4. _D E M 53.1 FORADD'L INFO, f ti E / rb�'', r g 'e I l Pr L T CONC # 4IF k1y I f Y ' ' ' n r ' ` II r r Y r•' . 't I E� SSE ARCH 12" C 1Y8"x 2Q GA GALV. STRAP :N F. r j�J,'��/ , ';, , 1 I 4 �"� \f - r t I I r '! t 't = 9 8 •IF L 4'--D" QC MAX. { 10d NAILS ' 0 coerce,, L SLAB ON GRADE, Tacoma, ftshingtpn ` SEE PLAN 3 �C, EW t EA, SIDE. TYP. (NOT REQUIRED 08402�-3207 ; ``� @ WALLS BELOW FLOORS 8 1--8700; r ' I : i�, • p FIFFIFFIFFTYP }w!�`+■ ,,�. L .' W 1 4 CANT �Y^Fill FINISH EL i_i.. ■.r1� 5 0.18 #QC HQRI r 100V Le r P s, #• Snits 405 - � CQNC WALL. < _ TYP UNO -�-- — 1 Q EL SEE ARCH ,' • � it `I� r S�Qtt#�', �aSb#qg'��CIE'T R �r 1 CLR #4 1 0 12 OC, „ 98 1 21-�z?1 206 223�274 C] �= TYP ° e#- 206 • � �22.--946 WATERSTOP -J ' Y CONC 1NALL c • h.1rrt 1 :� � 'rl � r'i, fi REINF PER `, �.L BUILDING FOUNDATION M�mhe ' • . • . • R � QC VERT The AMerica,n ^ 51.1 WALL, SEE PLAN # P, L21/2x2l/244 CANT IN/ � ins i � e o Y2%3" STUDS V 'r�VOf ' J , 11 !"1rry.yliiwt4c4 } ,r ..// 1--D SLAB ON GRADE u 18 DWLS TO MATCH #4 @ 12 OC EW 1 11 " TYPE B 22 GA DECK VERT REBAR, WALL BEYOND _..� #4x ALT TAILS o @ 12 OC 4 0 18" OC ,]rr , :� r ;IF #4 @ 12"OC 0#4 CANT r �C7. ;' rilltlrrg �#5' I (5) 4 CANT 00 N 1 ;-- -POI Third Avg. sure F--- . 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"f , I ' , , I •' ( . ] L I .I,, 4, T % ` I , • r,4 . • , r } , • , , - I f _ , I . ' r . . _ a ' ■ eNLf • �Y y``/,/yr�r1 !J$� HH �'A},ye� I, tf r+•t}L , •'11„ 11, ":I. �.t{, r, 'I 0 , . , I.'1. ti 'in,4 plra LL ',' ! ' _ • r , - I t - A■/I��, (�! ' ' `%/�;' j�{'.�1+,/}.fie , *'t' tlT 1 Q,, nl Pa+V - ,'1V ' II I Irl''IL�, ! I��J I JI {`1 J • 'l1, ' w I a IF II .e a ' ' ' _ 'I ' • ' ^ - ` ' • ' • • I ' ADDED STUD i nR Ar)L • I J I ' I ' '_ Af)nE STW T� H�fLT W ' I ' i ' • [ I 'n IA, •I Y }'h' 1'1•'•II' ,rl i,1 I rl•l'V �Yr Y4 iLi i.,•'ti r, . , .y=1'). i `' ,f' • 4 � 4 i !i. 5+J 't. Y' J:I 1'�'T1,III• I, 'i ,I;+le /.,. r! ¢ I III I r r • - J ' I I. - r ' I I 7 1 - • J ' , ' TOP` PLATES ' SPLICE WHERE OCCURS=SEE I -r I I ' I - r PLAN & ,DET .E S4.1 7 ', , - }w I r • 1 r 7•i , ~ r , I n ' " a HEADER END' NAIILING .I , � 't I SEE SCHEDULE HEADER SEE 1- HEADER END NAILING NOMINAL END DEPTH NAILING 8` (&) 16d 10" (8) 16d 12" (10)'16d r. ' HEADER I I I II SCHEDULE FOR III KING STUD OR STUDS SIZE T m TRIMMER STUD OR STUDS (NOTE 4) ? II I) WINDOW DOOR ROUGH WINDOW SILL 1. r,IIIIIIIIIIIIIII� _ cFF ,qrurrn u F tinTFc• RO�JGH WINDOW SILL' ROI�GH #'OF, SILLS ,ENp OPENING REQUIREQ ATFACNMENT'. 4'-0" MAX i " (2) 16dENQ NAIL 8'-4" MAX 2 (2)16d END NAIL ` r - r I yam_ i, L 1' \ , r 5 ' , ' ^ t ' . . . ' ' I . _ �y/i -- ']/�'�+l �/{)} `�f�l� _ , I I ` , amTrR,R iIa'L , ''•� ,a '.r °I 1' '' 'I' 14 . ylj`�i `yI '[(,r,�, rTk:n",/A1' ," ',., ' 'r i ' 1' C0 COVERAGE, 1YI•.FT�1lN ° ,' r ' r r • y r�WS�+ca a,i''r .; '+ 1 r ' { w n y['7j F! i CF SAI7r1' `� ml } HEAD COVERAGE -CONDITION _ , ^ r ^ I r , ,I, I , I ' , r' I' I ! lur 11 _1006, � , " ' ,I ' . AT END OF" WALL . NO. SIZE OF BUNDLED STUDS REQ D EA# ENDIIIIIIIIII_ I I , I �I �: L I r ' � 4 I' � I , IIIIIIIIIII_ PER PLAN &SHEARWALL. HOLUOWN SCHEDULE , I 1 ' I '- , I I ll { t -.' -ft r 'fA \r I A 1 r ,i i . \ . ' [ , 41' 1,I 11. 1, ", , . rIII I 1 '.'r" 1,¢ dI_r, 1 x 'I L_, i :, d { r w • * • ■ a • it ■ ■ ■ a, r • • f • ■ a, C. ,• • • • • • • r • ,• a ■ ■ r • ■ r • • • • a • • a • • r. -• ■ • • • • r ■ t' •' "r I 'i' ,I. I' rl d "! I p, , t Lt `' , I - , ' +.'ww. ..,.�1-� �11i .....r.r�-+w-,.•r ..�...w,.. �..��w r.....11... ..Yn..^.. ...°�� .....^...w- �....�11.rr rw...-.-- , r , '' a'y} I (�j y. ,1 '' - , - s • a a ` - - • I I I , , " 1 Id` 0 `,CqM • Vie,[ ice, � ,, , 'I .. Ys. II,' F_ r .T# �:T T: f Tad �T : • T. T� ___.. ��. —� ---- PANEL EDGE 4rI'I '.,, ;};1 A;;�. { NAIL SIZE , & SPACINGIIIIIIIIIIIIII` Tvorr�a�r' ►Nah�ror, ' ; ;� 1 ; P L EDG S PERI-pj, r � , ;,L ,4 ANE E 1 I I I I I ' ° I I. •1 I I I I I I I I • ,06 r1',I A7/�y]���/yy ,` s,.% fs r,.rh..w. J-r.r-few. �+rr� rrrr ..w-rww `d+•+wi - - - r..��a �nwN,ur 1y I. • • • J ' • r I , + ' I` �r AF L ' ,��j �~ � .� 1 1R ` f y I . +• ` 13 I a v r, li SHEARWALL SCF iM+DULE • r w w w e w • • # ■ ■ • . r r w • y `I ,` • • r • a . r • a • • ■ . • • • • • to • r • r r • • ♦ • ■ s • ■ • ■ • a • SR I r d. DISTRIBU 'ED OVER ALT I • ' • ' • .. " ' I ' Ewa w:;nvra s 4, ' ' ,\ , k4, '- I,- I • I •I I I I I I I.# I. I lawZIA,TYPICAL BUNDLED" STUD „�,� 4 I ! 1 BU E� TUBS TYP)�� ���J�� ,a ' ,, I I NQL • • • a ' ' - ' Seattle, Washington ; ' . r1' „ r I I I • , . . SPLICE (SEE SHEARWALL "^- _ I I I• I I I I I I I I I I Ir I. 11 I } r, ,4'' x' I. 1 • r . HOLDOWN SCHEDULE) _ , 20fi '2 -�� 4 . 'It r /1.�,1. I `:, . NAIL SIZE & SPACING 0 I I I I I• I I I I I I I I I I I I• I I .■.'�` I I , I I 'I` ,, j,, • . • . I I INTERMEDIATE FRAMING • • I . I . I . , I I ; ' '' .' 1.'- I L '' i I.I Ia al I••I I•I I. I.I I•I IIF I•I I* II•I• '' ..I t ",n,',,'''It MEMBERS PER SHEARWALL a • _ m, •JIl! j ; I. ; K . I {■/1,�' I I • 1 I I I I I I' I I I- I IWAN• I I I I I I I I I I �a I m- I I, I.`�,I 1r,r, r1 ,SC LED JLE --'ISIS --;' I L • • - • r DOR ' `I t • ! 1 "4P or* -I 4r-I -i-I �IIIIIIIIII� _L1 t-I It" -1-1 I-` -1-1 f-I -1-1 Archicts . aI I•I I•I I.I I.1- I•I I.I I•I I■I I -I I01 I•I0 I.. 71 Etl I I I , NAIL SIZE & SPACING @ I I I � • I I I I I • • 11 I . ,1 ,L, ; I I I I SOLID BLOCKING TO , PANEL EDGES PER • • . • I I ' ' II , .,I • r E E I I I I I• 1 1 I I I I I I I I I I MATCH STUD SIZE AT 1 L ,' .' ,!, ", )I,. I I -1 I I •I II .� SHEARWALL SCHEDULE • • ALL PANEL EDGES I I I _ ra '' , . ' • • r • r • aI I•I I11I• Yr, 14 .. 11 11 II II I.I II II I C' .UNLESS NOTED OTHERWISE NAILING SHALL - I _ � SILL BOLTING t ( 11 `• L1 , ii L L I �- l �# ■ I r 1.1 ' ' 1 , a USE AB CONFORM TO UBC TBL 23-1-- . C 34.1 + ;` ATE - I I I , SILL PL ... • . . . . . . • r . . . . . . . • . . . • . r . • . . . • . . • • • r . . . . • , ,,moo hi s 4 --O"OC UNO ' " I Vol T"h��d'AM" I Le 2. HEADER WIDTH SHALL BE SAME ASSTUD WIDTH. DISTRIBUTE NAIL . I I 4 MAX , 'II . B I I rt�� wv s rri9r � Y ,I _ Ii TOP OF SLAB SPACING EQUALLY OVER I CONDITION WHERE ,0) I �-� cam'• l a 3• HEADER SIZE SHALL BE AS SCHEDULED UNLESS ALL BUNDLED STUDS FASTENER SIZE & SPACING CONDITION WHERE 2 I L .. 1. ,I A,'T 4 - LJ 'CD_, I HOLDOWN IS REQUIRED I ' ' ''�21. -I I NOTED OTHERWISE ON PLANS. I I I. I C.LPERI SHEARWALL SCHEDULE HOLDOWNS ARE REQUIRED ,I STUDS AND ONE KING STUD REQUIRED NOTES: 1. FOR ITEMS NOT SHOWN OR - D/S4.1 r •A,. 1 I '' 4. (2)TRIMMERNOTED SEE DETAIL A 54.1 - , I AT WALL OPENINGS UNO• 11 I/rr I " } (•' ,!'. i} ' Lj .� , .I _� , LI TYPICAL WALL FRAMING DETAILNO SCALE Irl rT,NO SCALE �, , ' . , LIII ` 1. �� '— : 4 C SPLICE (TYM " I Is�!'� �- i STAGGERED h a" 4.1'. rY, ,Irl ,11! , `1 p- i��ft I L SHEARWALL SCHEDULE I I I(ALL VALUES BASED ON 1994 UBC I 16d 0 12 OC ' NAILS -- SEE I , , °'1, ' . „iI JOINT IN UPPER , , - ; r4'' Y ' WITHIN SPLICE SCHEDULE ' ` , ' 1 ,i' r" I,r I' 7 i PLATE' STUD , "` 1 < � 11 ' HOLDOWN STUD OR STUDS (NOTE 5} r I „ ! ,, ' 'WALL SHEATHING BLOCKING & NAIL SIZE & INTERMEDIATE WALL CONNECTION @ BOT WALL CONNECTION 0 TOP ANCHOR BOLT SIZE CAPACITY . = I ' ,' ,SEE PLAN FOR NO., OF STUDS I ; PI~o t TitkI , � - . , ING & TRIMMER' STUDS S SPACING EN NAILING OF WALL TO BLOCKING OF WALL TO BLOCKING ' &SPACING (PLF} : ` j;. 11 X SYMBOL PLATE THICKNES -_ I. E NO. &' SIZE AS REQ'D ;' 3 � " n ', " 0 48" 0C 28O ,1 L'�! = I - ' , I AT WALL OPENING$ %2" APA RATED SHEATHING -- 1 SIDE 2x 8d 0 8 OC 8d @ 12 OC 18d B OC A35F 0 24 OC " - JOINT IN LOWER ^s 'II ' " 18d 4" 0C A35F 1fi" OC 48" 0C 38fl STUD ,NAIIIIIIIIIIIIIIIIIII" ' ,; ', C :21. = J//-AJj\�{ APA RATED SHEATHING 1 SIDE 2x Sd 4 OC Sd 12 0C , ::> fie. � ,� STUD BOLTS W/WASHERSDHOLDOWN -� SEE 'PLAN n a I. NA I L E a SPLICE kI ' .., - I I 1.WOOQ BEARING CONDITIO APA RATED SHEATHING -- 1 SIDE 2x 8d @ 3 OO 8d 0 12 OC d 3 OC A35F 0 1fi OC /4 48 DC 490 -A906. &DETAIL B54.1I A I I- I ' r PUBLI IQ. jt i if' �,++- -� OR SIZE & LOCATION — 2x ' 8d 0 8 OC 8d 0 12 OC 18d 0 3 OC A35F 24 OC EF %4" 0 48" 0C 520 ' SILL PLATE & AB S SEE F � � APA RATED SHEATHING 2 SIDES , : - SHEARWALL' SCHED _ TOP OF SLAB � � � A35 � 18" 4C EF AND A35F � 16" OC EF � � � - - °. I RATED SHEATHING — 2 SIDES 2x 8d 0 4 0C r 8d 0 12 OC @ 24 OC 76D APA RA O R L TP4 � � - 18d � 4 OC EF � , � �- , A35 12" OC EF AND A35F @ 16" OC EF � .. I I SHEATHING -- 2 SIDES 2x 8d 0 3" OC ' 8d 0 12" OC " T 0 24" 0C 980, APA RATED N(ORLTP4),�. (21sd s oC EF I < co 4 MAX " „ � " I " " A35 12 , QC EF AND A35F 12 OC EF 3 " " � -- cL A APA RATED SHEATHING -- 2 SIDES 3x 1ad @ 3 OC 1Dd @ 12 OC ' " 24 OC 1200 � BOLT W WASHER TOP >_ - (2)16d 0 4 OC EF (OR LTP4 I E, HOLQOWN B % �..mmv� Z) "' . ' ONLY'— USE HEX --HEADED MACHINE I % ! - I _ a_ z � NOT _< - , BOLT OR THREADED ROD I I I W� NUT BOTTOM" 1r (2) MINIMUM 16d NAILS PER BLOCK EACH END.. NAIL VALUES BASED UPON COMMON NAILS OR 0.131 P—NAILS ' I � I FOR 8d NAILS AND D•148 P—NAILS FOR 1Od NAILS. , 2• BLOCKING REQUIRED FOR ALL PANEL EDGES. I s* I I HEADER SIZE MAX ROUGH HEADER OPENING (NOTE 2) 4'—D" 8" NOM DEPTH I.- 6 9-0" 10" NOM DEPTH 8'-0° 12° NOM DEPTH I lii.:: ', 1, , I I , ,I' " ;4, ' , y j , , , ' '!' It,, ] I I Y q ,, r, 5� ` r e ,La° �xl`' .- - M1 I NOTESF 1 ` I „ I I I ,I p r , , i 11�' J,, T . MINIMUM PLATE SPLICE IS (8 18d , r a , , I 11111 � r -' ' - EACH SIDE OF UPPER JOINT (TYPE A I � I If , - �.��� :��- " �JI. ':i �' ' r , L f " �,; A'�, � •, I r II. I 1} r FOR 2x PLATES. USE MINIMUM SPLICE I I I r, ,1 T I '" I I- '1, 1 L ,1 d` 1 II ,11,' 'I' rr , k- .J p ' UNLESS NOTED ON PLAN OR DETAILS. I ! i V yi' f 1 ' : 1 I1 x�� I �- > r A WA '• I �', V-012. PROVIDE CONTINUOUS TOP PLATES'Lf , ' I wr• L L, •,• l,�f (NO JOINTS WHERE WALLS ARE 12 D I I, .\, 'r,I , ' , jj OR LESS IN LENGTH. ' ' ` I , F t'11 }L I r,I L.� - } r ,� 6,'' ' - A am-, 2,x 5■ FOR TWO --SIDED SHEARWALLS 1NITH NAIL SPACING LESS THAN oC, - t ' I ' .,,. ; ` BOT OF FOOTING U ASED ON DOUG--FIR SPECIES. ; . ' . '7 '- .'r,I '') I I 1, 3• VAL ES B PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING I , , . `Ir j, I I I • 1, '''I 1, ' ^l '- ? I• '1 I I MEMBERS OR 3x FRAMING OR THICKER, AND NAILS ON EACH SIDE I Ip,Y I SHALL BE STAGGERED. "'� `�:�' ' I,, -.-I ;,r _` II ,I,, — r r I =^I-'ua ' r 11¢z. , I. =�TYPE 1,`} 3s,., r'I �,I I. ' '' I IJ•I,i�,n�r III, _Is 7 .PLATECD NO SCALETYPICAL ' I Il r.,. , TYPICAL ' ' I''71 � '/ \ icm TO CONCRETE 'NO SCALE NOSCALETPI I , , IT I, Cn ' , I , , - [ 1nt�i it tit F ^ I ' I, I I" , l 19 1„Ilj 11 " II ' 1 `i 11, I � I F. � � ` .= I I EDGE NAILING IIIIIIIIIIIII,- .°: Q< = - SHEARWALL SHEATHING �-- USE WASHER, (TYP) w M I ' I , SHEARWALL -- I ����3/4'*Ox(STUD THK+1") LG STUDS -SEE SHEARWALL " SCHE[� FOR SIZE - THREADED STUDS � f 2 � of OC (VERT)- EA I , ' STEEL POST I SIDE OF POST* I DO NOT COUNTERBORE f 'UDS —SEEP ,AN STUDS °@ SHEARWALL. X FOR SIZE e.I I I I r..l�. � , - I ,' m I , 1 TYPICAL TOP PLATE SPLICE NAILING/BOLTING SCHEDULE NAILED SPLICES MAC NA[lS EACH SIDE OP JOINT [N UPPER PLATE A� (6) 16d ❑B (1 2) 16d K (24).16d - - , , I I A ` I I11 Y ! 'f5, f, / ', , - r i _ 1 rI "�l�i; , r' : E L I (�ryJ. irr t1 I , 'v 'I r ,,y• 1"1 „j 's LI • _ N ! • • r , , I . u ., - , CL PIPE & STRAP I , y�, 3 p4.'rlr SIMPSON ST 292 I I ' , ' ;' , 'r i � ppi�.,/� , ,IN i1 1 ' ' ' I , "� [5'P�P.JIr, .I'� TIE STRAP OR EQUAL ti L= ..;'[h' ♦ , { r, L ' ,'I I, , ONE SIDE W(4)16d, , HOLE 0R 2 4 MAC I _ Ia 3:r` r}-r= rJ'llr _ 1 II 11 NAILS EA END 3 /2 HOLE FOR 2x8 k MAX , r I I F aq -`I. , A I I , , 1��1 I Ii,} � r�. cl�i Z Li i, :l,I I , j r' I',, ,I ts' � �J, s r I I , 5 , ' • AJ 'Sl `IM- I" I , J 1 I 1 i If!. ' I it"I '; A i (2) 2x TOP PLATES ' _1 1jfj1 I1J. �r�et CV�ntY,l{r�s• �` I�= •�Iirm,� ' YI 1 , 11 I r It.q>`'. ii'' }. . I A I r\;t" 1 ' a! 1, 1 " „ I I I I','' r arn-r� 0I +I+�Tuu , f , Y, I ' . � `' ' is I • 1 k 1 4 e 1 I I I 4 -Ir 1 , y A" rdt I �' 1. _ I J I 1 I , I �,-''A" V I , I , 1 - , .k I'tI , I I I r� ` n ' ' f ' 1'YY . ., I ' 1 '+" I I 4 I I . , IV I,� ` Ij ; I . J ,.,,�.� , '� r • , , r , ,,II ,AIM - rY1 ,+0'I`„„ ,II' � _ ' L . I 1I 1r P. *,+' i ' III.,''r I .. ',., l,, , {� ' , "L' , I. 1 ,' W 1. If I, ,_, C� L I .�, ,Y ' Y _�N . l r a; I I 1•y •� , I , ,, } .,! I " .. t y l,t �.��•,', r,I;i�.�: ,'li dld.14 I.I.I - I ! I I � ' , Y , T , I '',,� I. �' r,', ?TJ JIII : ;4,yv!1:0 li y"' " -1 I I a I I , r , ` rv4"�I,',i _ ' I IN ',I �'a �l'L ,YI,' .a 9 -� yL� r" • L i R 1 . , NOT : AS ALTERNATE T BUNDLED STUD NAILING FOR BUNDLES OF .a ' I �' �� 4 I, ' .I�x I //yy n h�+���.�� rr���. ;Yr ' NON—SHEARKAIL •r I I r ' ` � �, !. ih'" �•TI h o� th4'��1w ,r# I fI'�"' ±�i} ': �'r�7'': N{R S 179, t, ,;Y,. ,'w, �IlJ ' I, I , i f f n" TIr" j U, "" I N N M OF BUNDLED STUDS, 3 OR' MORE STUDS MAY BE BUNDLED .PER 2 STUDS WITH 10d 0 8 OC I I ', t 2 ,� , 1. SEE PLAN FOR HOLD DOWN SIZE A D U BER _ _ ' _ I I I , . I L I , _ I r� I �'LI, a, ,, , ' .- STAGGERED FOR EACH ADDITIONAL STUD* 1• WHEN VEN DIAMETER IS GREATER } ; S�al�. , L 'NyI"' •r tl_44 .�j), _', j��+��C �` ` ' � I - 4 x STUD THK* LG 2: BUNDL Dr STUDS TO .MATCH TYPICAL WALL STUD IZEr THAN 2 N 12x4 'S & 3 " iN r ',Y�aIl1 " , ` 11 • L " ,� r { Ire t"I 1 , I, � Id ` '''. ''! R #,III.t44.'�. Y r n.: ,} ", r m TU I . , ' 8'VS USE TIE STRAP BOTR 81DES. fI 1 ' �`'{ ,''r' OLNT ,;; "r'.I fiY ..,V'-,:A . Jq I THREADED S IDS E � 2 Y. •L ,a � - 3. SEE H. 5 :1-FOR BUNDL D STUD SPLICE NAILING• I I _ _ r I , 1 - I �4 j . y1 :1' 11 1 , I i/� (}\� '�rj`Ii • • . • " I r ' ' < Y ' r 9' 1 -t Iy'! , , r I'Y '.{ I Yll"rnr �` • I.,t i,''II tI /4, _,r -m—O" OC VERTU EA 4 1. - l a I - 11 I 1 + - IF, 1r; X I-; �� j1 *;1 +;- 451 qV -r " I - 2. DO NOT US THIS DETAI AT SFIEARWALLSf V` 1;r I,I '7 `yrl , I �rI� ,fr;unlI ,'1 I 4r ANCHOR EiBEMENT TAEhI FROM TOP OF FOO�'NG, I�OT T}P tIF' SLAB UR TOP' OE 1�44Lr a :,r �,:.'' ; II'1 ;'" ,� cn SIDE OE O , I , , I J 6rre _ j r, 1, I r° ' I. 4.1r a1 ♦-J w r s! a. 1 I r r . • . I . • S , 1 » , , ' rl' 1 1 • ' �.'I ' „!j ..j4 (I ,� •' J ! . 'I I I t I r ,4 i , 3 r I ;JI, • r. y ,h 5, �..M y (�y7 r 'J r J 1 . , 1+1 >,I ,�,I t,' ?,� I.� {4" 1l;' I i 1 I �/ , I , I , I ' ' , - ' ,. • , ` I I ', I I 1 I f I r 'v •L} 'rt` ,rr d ! et ` I . 1, t., '. . •• r . L "a K TO, COUNTERS RE {yRy �■■L���� _ I �..' h , I 1 , i, - I ' I I , , Tr1 ALL ,NCH L ' tv■r'• 307r TYP� UNa� + , ` , r 1 r ' rl 4 1 L ij{' ((/ ' t I ' ' '14 I'II,I L,t� I}., -FI 14•. „ IT .ram •TI• I. . va r T T• E- AI EERR" a r T N, 13••1 iRr/ , I, d4' , I c a ♦ 'l� f' !, v i -II `i` 5t>'S- r 1� a' ,I , J STUDS NON-SHEARWALL# . ' .. 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' ` , - , , I r - i _ . - . r_ - _ _ ..I,. --I, . - _ - - _ _ - r'—-- - - -___ ;* _ � 0 ' SHEARWALL HOLDwm�wDOWN SCHEDULE HOLD—DOWN ANCHOR REQUIRED ANCHOR EMBEDMENT IN FOOTING MINIMUM NUMBER TYPE DIAMETER (NOTE 4) OF BUNQLED STUDS HD2A 5/s' 8" 2 HgSA 3�" $M 2 : HD6A �/8" 10" 2 Cosa h" �o° 2 HQ10A 1" 10" 3 HD14A 1" 1'-0" 3 I 1. HD15. � I 11/4* 1, I f .6.00 I - I . 4 4 I - - - - . . . . 1. � I, -I- . . - . I No .. - . 1 BUNDLED STUD SCHEDULE SYMBOL NO STUDS STUD SIZE FACE NAILING FAR BUNDLED STUDS O 2 2x6 10d @ ALT FACE GEREO T 3 2x6 Sad O ALTCFACEGGERED �4 4 2x6 20d � EAo FACE GGERED �A 2 2x4 10d � 6'oc STAGGERED ALT FACE 3A 3 2x4 30d 0 ALT FACEGGERED 4� 4 2x4 � 20d 0 FCE STAGGERED �a A6tx.a,�J PR�,r�',-."��"',S,�,,-�'-7�,-",�l,,i'l,,Il, 1 , - . ' - ' . . , I ' " Ir r , . . - ' - ' ' _ , ,i ` . H , • mR YY44.4. a r r l.'i 1 A+ rti ' F•i l t 5'ra V 1 "Ir �.} Y 1{ w , , _ r ' I _ .- - . I ' 11'IPi rr., r ,�, I• �1� 1 + Si ♦ F' S •, '� r •r ,• I J,•r . 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Pf `,I <e{`, ' ^',it' r�,t4' r rt1, ;I, , �. , rr'roc: ., " J�`[YtF . x I - Q � `�{ 1', .'r,' ..r , '1 Ir �I (r R"j"sue*Ii i f , Aw r ,, , I , ' BL HOLDI30WS • r , (C i . ' , r .r . ` „T Y V r }, " r r , r< ` ♦�S !F S r u, f, 1;, >'I l� +� , i . to ` I I _ , SErw PLAN _ s . I I 1 r I I 4 _ j*p�y- Je�� {��spp1{1{ 1 I"l" `M� '. '1��1 ''Sr I�;JI tv�) ry '"+ -yyir _ t{ (r `• � , ,I "', 1. 1 , l. ROOF SHEATHIND /may,, ,� ,'.:. `�'' ,r;, ,�, ' "IIJ9Ck� _gl�i'i l71a,y •Y'"r I ' 'A , ' I ' ' , ' ' I ' ' s ' r , _ i ` - .�' . , FLPLr , . ' I ," , - _ H� ■ 0 OC _ ' - + 5 ' - r, , 1., n 1 11f +O�i•"Ir , , 'Q, iL'16''y14*ai„ "• ry + t J - . ' " ` - + " , ,+ " WHERE �E OCCUR a _ , �T I _' - I. - . . r - ' I r , 1 " ' " ` A 1 ,� ,r ij,' '�' �r 5"• '``, r.q rh''.1 ,' i ` 11 {i$ i.� ti tl r"6, Y 4 r"r'r,,,, 6,FVt` :-`- _o k r ` I ` , , , " r ` , , ` _ ' ,1 r - i - . • ` , S « I S I r '� ' „ ' ' -AI' 1 ' , I 5 , /'l. r b I V IV. ti i ,,'r',1�1 �S�1tn 5. - ', , 1 • , , " r , I 1 I „ - - r r - ' , • Y e . , - e ' -, , . S^ I ` - . . . •, I ,`, ' 'I '` • ;f ` 11 to VyY`a1� ill,31', IT' r 'SM1 •'r' _ SEE PLAN ,1,: ti 4 %- ..- � , t I ' a .5 ' .5 - _ - I - - ' ' r r ' ' « L`t rI r Ip ' ,ir <r�'I- �' bf,lr, SMPSON HOLDD�OWN . II �,�;:rQ ` «i 1, IHOLDOWN AND HOLDOWN STUDS - HT ." 4 O I r ' - I I . ,' ' t • - �^'^^ 1 I , ' , , i I ' R 'ROOF JOTS r , , ' _ , • , , 1 I 1 I 1' ; 5 ' 4 .,I mll .� �1k1e"�4'e `'� r Yf`rA °�. , I I WHERE OCCURS SEA PLAN FOR I SHEARWALL ABOVE - ' ` E OD I L I2 Ex. (JOIST . S j Y1;I. M,. I , Y , , '+, - - - 1 r4 ' r, }, ' C' hl'� • "i ` .r 7 1 ', - fir' t••S .7yJ�Ia j�j�y�. + r , I+ -I r4. d,,t'l, r ,, J , r1r r-rx Ill SIMPSON A ye 2 , kj I �w Cr.+: CONK PLACE BY 'r ::' ' ' ,; :+ , I, r r , I SIZE AND NO OF , SEE SCHEDULE AND I ,(4)10 k D- _ ' . �y :' " NIIIIIIIIIIIIIIIII d E EN { TR Ir ,� ,011am��,/Yr{yy09, ' I °�� r ,a ', ir, --', SHEARWALL s TSi4/lVt=, l.1T1�{ 1`�1'•Y'�''i nl" jt r K SHEARWALL BUNDLED STUOS PLAN FOR NAILING USS MANUF y-i, ' ri " r' SIIPSON'_A5 /��{ �.}�}�F/J� x ; ' ` : ' • I ` I , • ' ' BN ' BN I , r 1 , • ' ! ' ' IIW �f'. �.SM�n� I }, 1 1 J'1 n' l„ "•' "j, 1� ' ' v . SHEATHING NOT I I - I I I - I ' r ,` I"'' 20� 38 k, 8700;,;��''� �'`�' r 'I�r 1� ��,. Il�l. , I @ EACH JOIST' l r, 1. FLOOR SHEATHING ' SHOWN _ ...� a I ; , , ' a I , ,k . �„/ SPSON A _ �+w��nw��r� •' < I, _ '„A r:5 r r t ' - - I 2 LOCKING - ` .ram.. 1, _�.. , I 1 D��` q � SEE PLAN 24- OC yy��► /� }1�xr w'ulr� W" r Lt L ra' ,,wI�iIN".rlr ,�r"il,t„' i. 1'' f r. �..�.. -- L,r r '' _ © I * I �uike,, (Vf� ± T'IP YWOOD + - CI I . I I , wY _T P 1- Y 1 , � '' , 1, ���I�ll pQ lr /91 �y�yY/'� Ln kpr,.'•'7 t s >.� .r r� ,S4e IQ`j1 � r �T \I �1 `� R.Y •"• ! � 1ji+ r '';y' + `.Y+� r - EL S N -1 EE L r lr t .. , ,11 r�I♦ , �r ' i ' • F 1 04 , r - , a- • ' ,i y1+�I �!'IFt40 {.Yrf+I I�I.,� 1,✓' S'\� ' " - 1 t, ; } `^'i rF"•'J ' Ill I S I ' , 1 ` ' r .2� S ,1lyh\ 'I'y� ' MT'll r t S` - ' ­1. « `•rl - „ BLOCKING NOT H3 EA TRUSS ; , Y YYY��� „ jo,- . ,•;' s•, ,,1, , Y,'r I• I1 t Ir ,, I �!Ji'1{`rs1, I`', `'I'Y~i,r� +Y,.J IL �llI A EN 1Bd 0 OC (UNO I a ,1 C LO I . I (�jj, SHOWN A . � ., ,� I , I , ,. l,lI. C> - r L EN �r ' r, I1 11�,embo/r rI 't,r I. ,, ,`I `', +� 1,4. _ - "'Tii �p rt t1' IJ [ sti , I I,1l ;, Ill ,� " -r% r,.t4. ,• -,S". pO Jay , I I ` ' e 1�4�.�� 11i,�} ,.r I ,s , I '' ,,, , y f S, ' .1.r " {{�I'���y7 p{p jam, l•_ 11 '', 'L `+I' Y '- '^l.'1' S• I • I �, I, Tf r,*/r "��gl},h�11��il ,, 6 r,! ,t " r I, IB ', I r' S.'r �';".0 ;'r ;,Y4r Il's 1 r • _ '� 'Jr I Af7rI11{��c L�7 `�I."I } o' R1%.�F{ail -I%, - - "II.I '"l I' I41 r -- c. FLOOR JOIST iR�! ", rL , 1.,� • f1V ' 1 ,1 I , L�`" ,+ ' S ' y'1 t' 1 Z` ` v i , I a 1i � �" I Ph .�, � I d � 1 SEE PLAN I, '�r,h 1'IL i' I ',' 1`I r,` 4 yr ,I I I 2x PLATE SEE D/S4.2 FOR ,. EN 2x BLOCKING EA SIDE W/W 16d 0 1B OC ADDITIQNAL ,` r I 1 1 . a 1 ' ° F L I i, J � I � - 1 y ,, t ' , + t JOIST WEB BELOW r c INFORMATION I , . , . _ _ SHEARWALL EN I u-' BUNDLED STUDS TYP ' o- � Q SHEARWALL I ` ' , �• �-- SHEARWALL BEL W - SEE SCHEDULE = „�►'° �, .a.bb,J,r a HOLDDOWN TO SEE PLAN SHEARWALL ' I : I.,1. � L - 1201 Id�Air SUf . 4y'r C- + I MATCH ABOVE SIZE SE SCHEDULE - ' seetrf w'a�1±�.r tot - I •a''I I 1 roc -�; ,I '" ' :r ' 1 I I` n � PLAN VIEW, ,' 'I L l . J 1 w I "_ , °,1 I , ;� 't , 0., ROOF TO SHEARWALL fd ;151�. ,�, I ROOF TO r ., 1 t5II 'r ''I` 11 F JM11 �i' A II '- --�/ SHEARWALL NO SCALE NO SCALE N 3 _ 1 OSA C LE W11 NO SCALE I 0 CDFLOOR CONDITIONS I ; �0� " , ; • - NOTE: DETAIL ALSO APPLIES AT NON -SHEAR VALLS, _ . , �+ +.�`4"�, .'', _ - - a- LSTA 3fi W MIN fi 10d MOTE. DETAIL ALSO APPLIES AT NON SHEAR WALLS, I I 1 I .' A. � '..A I , I I 3 NOT PRESENT AT ROOF CO DIT N y a,, , (PLYWOOD AND SHEAR WALL NAILING DOES NOT APPLY}. � ,_ " N IO AND SHEAR WALL NAILING DOES NOT APPLY). � ,; -•: +;`�'r� ; I" , �IEE�1 NAILS EA END 4 Q OC(PLYWOODlal`wr ` I .• , , , I 1 _< - (TYP 0 ALL 2ND STORY=-l�t.`.I u 3 P SHEAR WALL SILL CONNECTION. P'' . ; f.' 4t , ` I, ' , I , ' i , 1 � � � ,� SHEAR WALL SILL CONNECTIO SLO ED DOUBLE TOP � NO RESENT AT ROOF CONDITION,. I�;i ', ' '. , ' I,,.• . , , ,�- BEARING WALLS} SEE SCHEDULE ' , �-- � SEE SCHEDULE SHEAR WALL SILL TJI SOLID BLOCKING @ 4' O" ' ' '" © SHEAR WALL NAILING CONNECTION(2) ,• 11`I , 0. FLOOR SHEATHING & NAILING OC 1Bd� TOENAILS EACH , tI ` 'I. „ SEE SCHEDULE �' xf BLOCKING 4 �-0 OC SIDE & f $d TOP Project ,ITi�1"1. T+ , .. 'Ii, , t �- FLOOR BN a„ SEE FRAMING PLAN ( ' ' FLOOR SHEATHING BN BN L i TJI JOIST BLOCKING W/STMPSON HANGERS � , I, , ;,' ' II SEE FRAMING PLANS EN ` EN • ' , , W m PF2BA EA END r I FLOOR SHEATHING & BN ' I •IIil" T PLYWOOD !/PLYWOOD SEE FRAMING PLAN I `� T f PLYWOOD BN 0.... EL SEE PLAN r , - � � ��' � � �t' �5, ="i EL SEE PLAN` :,, y n "m, 1` Y: � EL SEE PLAN MoogT PLY W OOa I -, -I. ' 1 I P. , 1 r, I i J ,, EN EL SEE PLAN ZN 1 V `' , 't ♦ '.I a' WD BLOCKING ''ED I i�1 ,,, � 1 ti"� ,r `i /4 RIM JOISTCh m fi- r m „'U"'Ll "'SA,- I I �- � TJI JOIST BLOCKING E'll - _ ao - I 3/4 RIM JOIST-. .ill :„ ,'r - I ROOF JOIST SHEAR WALL SHEATHING AND ,r , , -' A< � _ -I ' FLOOR JOIST SEE FLAN NAILING SEE SCHEDULE y ` SEE PLAN I ' I ' TJI JOIST PER PLAN SCAR WALL SHEATHINIc" r, y �"11 , �a TJI JOIST BLOCK( G ., sl., • ,�. E..... ,� SIMPSON HANGER W%WEB STIFF AT WALL AND NAILING r , " I , . '11 TJI JOIST PER PLAN WITH LUS2B TYP TJI JOIST , , - - 0 SEE SCHEDULE I . '` clllllll�I WEB STIFFENER AT WALL - JOIST SPACING SEE PLAN FOR I . L = ' I, 11 SHEAR WALL BN DOUBLE 2x PLATE SIZE AND SPACING 1 ' , II : ` SEE PLAN I L r' ,, I 1 I I DOUBLE 2x PLATE �. I _ ' PROVIDE STRAP PER G S4.2- @2jWl,A�r I r 1,1 4 :7 . , ! 2ND STORY BEARING WALLS SHEARWALL 2X STUD I , I �` :: " r" ' �, 4 r' I ' �.� I I E,"r ti I DOUBLE 2x PLATE SEE SCHEDULEROOFI WALL STUDS EE PLANSNOTE: FLOOR 2x STUD :� OR FLOOR PERPENDICULAR TO FRAMING P , I ' '{, I,. I I W,L''I` CONDITIONS PROVIDE AND WALL SCHEDULE (SHEATHING 1 SIDE1J(■ I � ' I`� , .: - . r �� , „ V b � 1 ''1 I•I LSTA 3 STRAP PER G/S4.2 3 I�!. ; PERPENDICULAR TO FRA�IN ROOF T HEAR( ALL j.,,'I1„FLOOR11 , � NOTES DETAIL ALSO APPLIES AT NON -SHEAR WALLS.00F` ' � J, . ' .',=, , Ir`I'r : ; � . (SHEATHING 1 OR 2 SIDES -- SEE SCHEDULE} OR FLOOR PARALLEL TO FRAMING " I 11 = " , (SHEATHING 1 SIDES PLYWOOD AND SHEAR WALL NAILING DOES NOT APPLY). I . C. ) 1 : a � I , E ING 1 SIDES, � � I , I q , � � , � , I SH ATH , r, r _, , y ,,', ,Y'I"s . ! k I . , . 4 , 1 9 I ", ; _ 1 , I ,r _ ' , ` ' • ' I I z y 3 r1 INTERIORSHEARWALLSECTIONNO SCALE NO SCALE NO SCALE " �.. NO SCALE ; ' ,,, ,+, ;;,-.., I ; w1111111111 I - 1 , I . , I , 1.1 ' 1 , ' ,, �I I �II ,1 I+� 3 'I I Ir 1• r , - ``' _ _ NOT PRESENT AT ROOF CONDITION „ .r;. , I I fIII M N TE, DETAIL ALSO APPLIES 'AT NON SHEAR WALLS. NOTE. DETAIL ALSO APPLIES AT NON SHEAR WALLS.Ill I L s . - Ai =) (PLYWOOD ,AND SHEAR WALL NAILING DOES NOT APPLY}, 3 I (PLYWOOD AND SHEAR WALL NAILING DOES NOT APPLY). I NOT PRESENT IAT ROOF CONDITION I FLOOR BN SHEAR WALL SILL CONNECTION - 2/2/98 i° ENM,43 -1' �' SH R WA S �` TO EACH BLOCKING FLOOR BN EA WALL ILL :' " ,'+ } s 1_ = SEE SCHEDULE c : r „ 3 TJI SOLID BLOCKING '4'""' 0" Ir mil' i ,' CONNECTION ,t :,, �.'.,.,t. �.. FOR SILL PLATE & " ,� o :. ' r, C) 24 BLOCKING 0 4 -0 OC FLOOR SHEATHING & NAILING OC (2}-16�d TOENAILS EACH ;r ;� '. ,1 , NAILING SEE WALL FLOOR BN . SHEAR WALL SILL CONNECTION SEE. ,SCHEDULE --�- ,w SEE f RAMING PLAN I - I SIDE & (B) Sd @ TOP +./ ti . ,IS I,'.I ,r ",._,?- ` �- , SCHEDULE TO EACH BLOCK ING SEE SCHEDULE FLOOR SHEATHING &NAILING I I +��.��yy/++���� , 1 ' ' 4 I . �Y`4"�'k I '�I�' r1 1511 y l K �d l•, �}r r f C r/1►Y f "+ 1• xH ,E III, FRAN �I PLANS I - " 1 1 r , ` ,I, 5 r ,' 1 ,' r r rt ' ' SHEAR WALL SHEATHING AND - EN FLOOR SHEATHING & BN L `lt �_ , EN T P�.YWOOD - - I } , I ' "' , r En I NAILING SEE SCHEDULE (2)13 LVL BLOCKING I SIMPSON HANGERIx, EN ----. SEE FRAMING PLAN ,,- I l l '�,�' !� ' _r �-' 1�" LVL BLOCKING I JOISTS UNDER SHEARWALL PF2fiA TYP EA END EL SEE PLAN , I. I-♦ 1 I ' - ' FLOOR SHEATHING & NAILING ,; O E A T �lQa 5. r I SUN ER SH W , r ; IK I I JOIST D , T P Y ,I 'Y •11 I �l , l L WOOD` " ,, ; S FRAMING N 3 I . SEE N PLAN B.�N ," �I. ,,s 1 LVL BLOCKING ,, r•' '' 13r� f r. t { I T PLYWOOD EL SEE PLAN A� r' I Z,r l. EL' 5E PLAN 13 �' LVL RIM JOIST Sheet � } �Iy r �.'j� ', II - ,.,,,, .t Sf 44r rL f tI, I ar Y 4' ? I Ii I I I I , ' ,' I r , „ " , r a ' , . . . � - . . i�m - I . I � I I r I I I . I � '' I . I I I I d ' ' • , . ' r , I + , ' I , ,. I, 5 `''L am , , , •�r�, h t.l.,Ijsr.,LS. A '� r'P'' . I ' ` ' r!� • I ' ' • I ill I,'r t ' !L ,r 1 :'1 r I ry., - " SIMPSON LTP4 EA" SIDE r I eI „ ;1: .4 , ` i ,, r `,74 q,••I r • 1k,"I I , VL "i . SHEAR WALL , 5 I I • ' r ", - I 'Y�'I a 1 i `xi` �hI ,I 1 I/ �y ' ' - " � L �E L ' ' t • I 5 " Vi4� •I • r ,, �l.'- ' ,I ' c - 1 I. Xdr A'V' ,� 1, 6 3 J I 'I, ' �.j " SHEATHING AND I _ I I I ' ' PLYWOOD SHIM STWN JOISTS FASTEN I I I , I l' �,, - 1 e J TJI JOIST PER PLAN r , ' ' _ � i�Ai47iNG SEE " I , ��' _�'� . �'• � 1 - 5 al ,1 � �� I '1 ,i '} Sy♦ I I I , _ TO 2x BUCKING W,Bd B O TYP " r W/WEB STIFF AT WALL SHEAR,'WALL SHEATHING , ,' I I , : �' J ' ' , I SCHEDULE ' z • ' , , , r • ; 1• TJ1 , JOIST ' , I ' , `` , ' ' • 1 `' ' I ` 1I ` } _ I ' JOIST SIZE AND FLOOR JOIST SEE PLAN SIMPSON ASF EACH SIDE TJI WEB STIfFENERI AND NAILING „ : '` r . SEE PLAN 0 1 f 1 "� '' « OI I - JOIST SPACING F R ' . [ _ ` - I SEE SCHEDULE I , ti r- - , I ' I I ' I. r' '.' III "`` •5' , X1r ��r .. �_ I I. , -, " w ?I'm SPACING SEE PLAN 1�/4 LVL CONT , PER SHEAR WALL SCHEDULE # * DOUBLE 2x PLATE I - SIZ A O ' I ` ,14 S MPSON LTP4 EA SIDE �.. P YW SN M T N E ND SPA INr I1 �"r I �, , 2 L OOD _ I FAS\ E SEE PLAN I I 4 M ,<I ` • ' FOR WALL BELOW _ y P R S[/�' H t ,r ,' a J.`�; .,,�r.1 �, r /'� , , , , � I 1 ` ER SHEA WALL C EUULE . I f 1 ' , .I ! , II, ',tr, , � 4" SIMPSON A35F EACH SIDE TO 2x BLOCKING W 8d 0 8 aC - . I III rhotse ol'.,�tp " I •," ' f�isr 11 ld �t k� ,1'. ` I k�nQ bl ed rrd; r r�C.; �at';,�Ir� k'11 ' TJI 1NEB STIFFENER PER SHEAR WALL "SCHEDULE I aOUBL PLATE - I n ry '; -- - , I a mc�t off" �,'t� !�� '� i6r' d �o�+lltl y .-- w + ` ' I - NOTES FLO Rr aJ/J� ' 1 I r , 1, w � �. a ,,, � , , 'in�ItIY S 1' V� I 1-•' "q1' • ci f ,n' ' , r r 1 '� ff r I FOR WALL BELOW' SHEAR WALL SHEATHING 'OOU E P - I TU - , - I ' ' I t - S I n , , , _ , ' I . • ' , , ` ' I ' • 1 • , 'f �' rl r A_, r ` CODTOIS PROVIDE NOTE. FLOOR �.�1yry Y a ,'r , rr' ;,1 �,�1yj r r 2 S Y VIY� I- r , , 'IIY,.Yr�/pn,ru TU , . 'r , - p A .J I I ,ii i�+- rl. ` y_ ' j"'I SHEAR WALL SHEf v i hI14. A AND NAILING SEE T ;lrwJ�■ ■�■��/ayr ■■���y■■�■aI�■■■T■ ■■■w�/■I5 ' Y - I}I..,`t�rj� ; �{"'',lF'.t:" . �1 h r , r ' NO f E F41/0.\0�`7rrI�T�IN - _ f I I , . r it I r' ` r Iil• I� ,StN., r, + .P"! .r _,", 3 ' R ■�■�/�■t 3 CO DTIONS P 0 IDE ,� 3 ST• iAP ■ERG 34.2 N r -1 , L T h r , I r J J 1 ', 14 , 1; l,i r1•.. 1 „��.` _ l ,l + { as t� DOUBLE 2x -P T SCHEDUL - I „11 NAILING .SEE SCHEDULE � /[��\j k 1. /(j��� J�/���f� 3 , I Of) Ii PROVIDE LSTA 3,R STRAP STT ■B STRAP PE! 7 G 34 ; r I , r4 ;t-. �' 1 _ t _ . ♦ - I _ f I,y �� " I{�r rlr."k' 41I' �'M" �� -, / rti I ,2 r it "•I 1 I r nh";qY�� h{I,LI , S I r♦+ „ r Ir1 �' S� _, 6 r; r' , tt +I � y 's �'',,� r T 4 j n ;;II�Nj l C ' /,��." y�]r '',' I r , ?r '� 'As f r1 t 1 �. ° r 5 i { ' � I , ' ' 'r r ` • r .. + PER V S { f2 _ , _ I ' , I + " ' ' . 1 •11+ } "V,41.v ,++ •1� �. ,r.,It" ,sf s' f- �11"I !I �1•� i " '1 r r i it I 14 J d 4../(��1' 1 �l '` !. �y �'•' Y ( W �/ ' NOT _ L00 I 1 r . r - t .. , ' . 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P 11a ` � RIDGE _ 2 ROWS 10d @ 6" OC SEE PLAN Architecture Urban Design Planning 0I _ TJI BLOCKING interior Design C SEE PLAN TJI FILLER BLOCKS L SEE PLAN TOPPING 1701 Commerce Tacoma, Washington T I 12 2x (TYP) 12 2x1O, SEE PLAN 206 383° 8700 � 3.2 5 3 .251 2x6 STUD 206 363-8728 fox 1WALL J SIMPSON HANGER 1000 Lenora St. A 2x6 BLOCKING PF26A, TYP EA END Sea406 4 -a OC Seattle, Washington 9$�2-272a 1 2x10 206 223---2742 .� ROOF OR FLOOR CONTINUOUS + + + + + 206 622-9462 fay 2x (TYP} (2) H3 PROVIDE (2) H3 + + + + + + JOIST. SEE PLAN - PROVIDE EA TRUSS 3 EA TRUSS -Members pf PLYWOOD he American U- (2) H3 PLYWOOD WALL Institute of lr EA TRUSS SHEATHING 3 Architects � CONTINUOUS SHEATHING � 3 TO ROOF (TYP) TJI WEB J STIFFENERS TJI JOIST NOTE:ROOF TRUSS. SEE PLAN SEE PLAN „ SIMPSON Z4 • Consulting Engineers TRUSS SHALL BE DESIGNED BY THE MANUFACTURER 4 -D HANGER TYP 1201 ThI,~d Avenue, Suite 900 FOR THE FOLLOWING LOADS IN ADDITION TO THE SeuttJe, Washington 981U1 (206) 622-5822 Fax (206) 622-6130 SELF WEIGHT OF THE TRUSS 2x6 STUD WALL ALTERNATE —CONTRACTORS OPT N w o ADDITIONAL DEAD LOAD 20 PSF ROOF LIVE LOAD 25 PSF o* B C-) WIND AND SNOW LOADS SHALL BE AS SHOWN ON SHEET S2.6 a_ n 3 BLOCKING DETAIL — CANTILEVEREDFL DETAIL �4 B DETAIL16673 SIMPSON A35 ��Q� '��'GIsTr��~� TONAL w PLYWOOD SHEATHING 24 a'C' i BN _ 2x LEDGER ZXFM 1/20M 0 o W = = F SHEATHING & SIMPSON LUS HANGER PLYWOOD SHEATHING SEE PLAN (3) 16d NAILS 2 °- Q >� NAILING SEE FRAMING EA STUD W� PLAN TOPPING PLYWOOD SHEATHING PLYWOOD Q a' ,?, H3 EA Project Title: r- T PLYWOOD T SHEATHING ^, I JOIS �. H3 EA ROOF TRUSS 2x JOIST SEE CD EL SEE PLAN ROOF FRAMING TOPPING r4l EN JOIST GL BEAM PLANcrry, M . PLYWOOD o w TJI JOIST 1/ x20 GA w � SHEATHINGtDM0N6n~Q �- BLOCKING H3 EA JOIST GALV, STRAP W/ 2x6 STUD WALL 0- 2 x JOIST 2x6 STUD �2� 10d EA END MSTA 24 3/4 RIM 2x6 STUD WALL 4 -0 OC 00l4 -0 OC JOIST ro"L�.X 2x6 JOISTSI r F GL BEAM PLYWOOD SHEATHING TJI JOIST TOPPING CNATJI JOIST PER PLAN W/WEB STIFF GL BEAM .. SHEAR WALL AT WALL r- PLYWO 0�5SHEATHING SIMPSON ITT -� PLYWOOD SHEATHIN �l SHEATHING TJI �- AND NAILING HANGER Q oa STR 4'-0" 2x JOIST SEE SEE SCHEDULE CUSTOM CUT CURVED OC 36 2x6 STUD WALL MAIN LEVEL _ TOP PLATES, SEE J/S4. ¢ 3. 4'-0" OC FRAMING PLAN SIMPSON2,% o Averm o `N 6 10d EA END CONICWALL ITT HANGER --� - H7 4 -0 OC Aq- Edmonds cl- Of - wwWon H3 EA, JOIST 2x JOIST SEE GL BEAM 980fmv HROOF FRAMING 7 4'-0" OC 2x JOIST SEE 3 PLANTJI MAIN LEVEL SIMPSON 3 3 3 2x6 STUD WALL FRAMING PLAN ITT HANGER CD = DETAIL 1/2F— DETAIL /2��n� 1 0 G DETAIL 11/2 DETAIL N 0 a Rao 2 f 2/98 ADDENDUM 03 w w ROOF SHEATHING, Job No.: 96363 Q _ SEE PLAN m SEE PLAN cal Issue Date: �a 3 2x6024"O.C. Cl z w W/SIMPSON LUS26 1--26�-96 w rl LLJ HANGER EA. END Of 2x6 CURVED SILL, CONTINUE SHEAR WALL _ TOP OR HEAD PLATE SHEATHING UP TO Sheet Contents: PREMANUFACTUR D — � WOOD TRUSSES ROOF SHEATHING ROOF TRUSSWood BEYOND, SEE PLANI IF Detsh 10 2x12 All material appearing herein constitutes the p unpublished and original work of the Architect CJ and may riot be duplicated, used, or disclosed without the written consent of the Arrchitect. s- 4 w +`�`ll ROOF TRUSS HEADER TRUSS ROOF TRUSS Scale. Re.art < SHEAR WALL PLYWOOD SHEATHING, • . SEE PLAN SEE PLAN SEE PLAN SEE SHEAR WALL SCHEDULE 0 0 FOR REQUIREMENTS NOTE: COORDINATE TRUSS INTERRUPTIONS CD � - WITH VI BOXES, SEE M3.3 cw x Sheet No.: Ln PLO C13 t00_ n n ,' -�- 1 _ DETAIL1 /2 1 0DETAIL " 0 L ' 1, t� � �- � �SILL1 a J . � — _-�-� � w � O H�IIL_ T- • x 4' ` I axe xfi -win W t+Ptvft 719 1)A F B Y" LA I' J l�.mX Vol%J'JH%'E'(4)16d NAILS TYP � RIDGE � Architecture BLOCKING urban assign N ILS TYP �4}30d NAILS EA 3x �,��r.._�, �����(8)16d Planning C : f „ Interior Design- BLOCKING RIDGE 8 30d NAILS EA 3x LOCATIONS W/ (2)3x 2 -5 30 -7 18 -7 7 3x10 WOOD NAILER /W 3/4"0 CATIONS W/ (2)3x n � 2 __ � � � 3 ° Commerce BOLTS 24,� OC(STAGGER) TYP raomashingtcan o► 98402-3207 v SIMPSON + + w 206 383--8700 �- 206 3s3-872$ I:ax J W HANGER WEB STIFFENER(TYP)ROOF SHEA It F•6 1000 Lenora St. TYPE B 12 N Suite 405 ! - ROOF SHEATHING + + E 54.6 I `�' i '�' Seattle, Washington 720 ingtor► H7 @ 4 -0 206 622-9462 fax Members of The American 5 r 2x6TYP TJI BLOCKING (TYP Institute of . EA SIDE OF TJI / 2x (TYP) Architects � H3 EA. TRUSS } J r LVL 3 BEVELED PLATE a Q � MALL SHEATHINGDOUBLE TOP E N W24 ROOF TRUSS. RIDGE TJI JOIST , „ TRUSS SHALL BE DESIGNED BY THE MANUFACTURER ffMd) Consulting Engineers 3 BEAM low4 -p 2xSTUD WALL FOR THE FOLLOWING LOADS IN ADDITION TO THE teal Third Averts Suite 9W 2x WOOD BLOCKING MAX SELF WEIGHT OF THE TRUSS Seattle, Washington 98DI SIMPSON LUS HANGER AT EACH TJI (206) 622-5822 Fax (206) 6122-8130 O a SHOT PIN OR TACK ADDITIONAL DEAD LOAD 20 PSF WELD TO W24 ROOF LIVE LOAD 25 PSF RIDGE BM AT APPARATUS BAY. TYPICAL ROOF OVERHANG WIND AND SNOW LOADS SHALL BE AS SHOWN ON SHEET S2.6 0 WAsC ' :t Q { o % LDETAIL /4 A 3 DETAIL /4 B DETAIL 1/8 D ff r L 16673 'r S�� 10 AL 1 V) (DXPIIiES 1 f S0/ ff � (2) PLY TRUSS 2x6 OUTRIGGER �. (2) PLY TRUSS CD 4 -0 4 -0 PER E/S4.4 ! ROOF SHEATHING ROOF SHEATHING Project Title: 2x6 BLOCKING 2x6 BLOCKING �-- ,r----- LUS28 (TYP) - 2x6 BARGE 2x6 BARGE A34 3 RAFTER H7 0 4' On OC 2x10 FASCIA n RAFTER 2x10 FASCIACrrY `IF MAON r% JI < � SEE EIS 3 4.4 CRICKET PER UNLizi H7 4 -0 CRICKET PER ARCH D H3 EA. RAFTER FOR DETAILS ARCH 3SAFE SOFFIT SHEATHING 3 SOFFIT SHEATHING 2x10 ROOF JOIST 614 GL 2x10 ROOF JOIST P 0 L Ty PA%Mrr`LEX C 0 1 WALL SHEATHING 2 H3 EA RAFTER SEE G/S4,4 FOR DETAILS in r2xfi OUTRIGGER 111111 = r 16"OC LUS26 RIES 2x4 BRACE @ � CDf � 2x5 STUD WALL ' .i t� WALL SHEATHING SEE PLAN FOR WALL ++ 2 -g OC 2x10 ROOF 2x10 ROOF LSTA30 4'--0" OC ROOF SHEATHING 8d EA END MSTA 24 4 -O OC JOIST(3)JOIST . fi 3 /4 GL L LUS28 2x STUD WALL 2 Sul Ave" L Of STA 24 @ 4 -q OC EdMondS 2xfi RAFTER Wad*oon SEE E/S4.4 FOR DETAILS 98020 5% GL MSTA 24 @ 4f-0» OC 3 CABLE OVERHANG @ LEST WALL 3 /3\ 3 V A AND E ROOF @ WEST WALL 3 ff 1 —off 1 f'1 if SECTION , H_1,�Off o%„� � _SECTION l,jG �2-. T I4 1 0/z 1 � 0 0 °J BLOCKING PANELS ABOVE SHEARWALLS, DOUBLE TJI 26 3� 2/2%98 ADDENDUM #3 WHERE SHEARWALLS ARE PERPENDICULAR CONT, OVER WALL z m TS 6x4 ANCHORAGE TO TRUSS DIRECTION (BY TRUSS MFR) STRAP ACROSS INTERRUPTED I Job Na.: 96363 - n PPER ROOF JOISTS VMAx =� 380 PLF WALL PLATES W/ST292 STUD BAG WALL TJI BLOCKING _ II CD DOUBLE TOP NOT SHOWN PER J/S4.1 NS FS Issue Date: o PLATE (TYP) PREMANUFACTURED WD ROOF TRUSSMI a 51/8 GL (SEE A/S6.2)(2)A34 EA PANEL PRRMANUFACTURED1--2s-ss W H S6.2 BEVELED SILL V _ TRUSSES J MSTA 24 PLATE 2x STUD WALL � TRUSS MFR TO PROVIDE LEVEL (RELATIVE LA SLOPED/CURVED Sheet Contents: TRUSS} BEARING SURFACES PLATES %3 NS & FS I MSTA 24 Wood 4'--0" OC Detals o STUD BRG H3 EA TRUSS ITS 4x4x/fig WALL SLOPED CURVE G S6 / D � fi�4 GL EDGE OF FAR Igo, PLATES o SIDE ROOF DECK U x All materiel appearing heroin conatltutw the >-- PREMANUFACTURED TRUSS unpublished and original work of the Architect 4 ECC PROVIDE HOLE IN TJI Wand may not be duplicated, used, or disclosed 1�.. LOWER ROOF WA BLOCKING WEB 2x CURVED STUD�rl�,�t tl,� written consent at the Architect. Q 2x STUD WALL z WALL(SKEWED 6x6 POST JOISTS STRAP, NS & FS FOR CONNECTIONwale, Ref. Barth CLEARANCE RELATIVE TO TRUSS) Cn °° 2 x STUD WALL �,< NOT. I. INDIVIDUAL BLOCKING PANELS MAY BE DELETED FOR DUCT PASSAGE, STRUCTURAL ENGINEER TO VERIFY CD rI ACCEPTABILITY OF ANY PANEL DELETIONS. w 3 3 Sheet No,: L, I..i.l 10� wK 'SECTION1 1 0L SECTION Y2 1 0 CD SECTION '/21 O J DETAIL / w U Q o (V 0- 0- Lr)� 1--- sn (DCD l� F � I o II a.. m L� W Q � a tZ ME w W C�11 00 C21 CD w I— .�- �w a U >- I•-- W Lv Q z � rsm CD m cn z 0 � m w x � w c%� r� o I rn UD w rn Of A35 @ EA nr iTnrnnrn c.,A uV 1 rriVVL-i-% SECTION LSTA24 ON SIDES OF COL GL5Yax22Yz SECTION TJI JO SHEAR SEE S( DOUBL SHEAR SECTION A. .mil • • A r\rAf�ti H7 4'-0" OC MVE OW DOUBLE TJI �rr_r Otf A LS50 0 CORNER 2 A3 2x SECTION ni e11_..�rr1!_ 19911.001 B NOTE: OUTRIGGER NOT SHOWN nr r- 1 I A n @ EA 2x LhV LLLJVL.1% 4 CITY OF EWW��,PO� i, 4 MW DA4 F- Architecture PLAN Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402--3207 206 383-8700 206 383--8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121--2720 �206) 223-2742 206 622-9462 fax Members of The American Institute of Architects SECTION ,=,-oI C I SECTION ,=r-oI D 2x EA SIDE STUD OR PO JD OR POST )3/4"0 BOLTS t STUD POST TJI JOIST BLOCK TJI JOIST PER PLAN WITH WEB STIFFENER AT WALL DOUBLE 2x PLATE - E I SECTION �=r-oF � SECTION ,=,-oG � SECTION PER 'H WEB R AT WALL PLATE JDS-SEE PLAN SCHEDULE 11/2„.1 0 of SHIM i REQ'D GL 51A SECTION (6) 10d NAILS @ EA END OF STRAP GL 5y8x10�/2 GLT5 22 GA COILED STRAP WRAPPED OF GL 5�/e AROUND TOP GL 51/8x10�/� SCALE I K I SECTION SCALE I L I DETAIL FLOOR SHEATHI SEE PLAN NG & BN T/PLYWOOD EL SEE PLAN SHEAR WALL NAILING SEE SCHEDULE WALL STUDS -- SEE PLAN AND MALL SCHEDULE SHEAR WALL 11/2„ H SCALE M 2 C-onsulting Engineers 1201 Third Avenue, Suite 900 Seattla, Washington 98101 (206) 622-5822 Fax (206) 622-8130 Project Title: I x 3, 2/2/98 ADDENDUM 13 Job No.: 96363 Issue Date: 1-26-98 Sheet Contents: Wccd Detab All material appeo ring, herein constitutes the unpublished and original work of the Architect and may not be duplicated, used, or disclosW without the writtbn consent of the Architect. Scale: Ref. North Sheet. No.: r' Y i I-- C1_ Cn Co z � C) Cn n LLJ O w < o C z n f---� . _J W � F- I O n w �a Q G I- o � �--� m o IL_ w < Or, Cl- uj M CD I-- N <00 Cn o� w _ �r o _J a- Q CD 0 0- w w V) Q � °�- o c.� oc _ Cn W �.J Fes---� W LLJ Lam. < I_ C) ao a z m m w x 1I C' r QD / /� V l ar-f`7 IL D PLA TJI BLOCKING 12 TJI SLOPE PER PLAN PLATE THICKNESS VARIES AS REQ'D 26 TJI YOND r `--26 TJI BEAMING IG) PLATE —THICKNESS VARIES TJI BLOCKING —CENTER UNDER WALL BEARING @ MID —LINE OF JOIST SPACE SLANT OUTER ROW OF NAILS AS REQ'D WALL STUD CURVED 2x SILL PLATE 10d NAILS @ 6" OC, STAGGERED GL 51/8 2x CURVED HEAD PLATE 1178 TJI 26 TJI TJI WE[ {BY MFI 2X STUv 1<rnLL TJI BLO PANEL ROOF CKING 2x STUD BRG WALL (PLYWOOD SHEATHED) WEB S+ BY JOI 11%$ TJ GL 63/4 (SLOPE 111111WLIN U 1 JOIST MFR (TYP) SECTION rz°=�'-o• I A I SECTION 11/2rf=1'-01P � B � SECTION 1 91=1'-0° � C � SECTION 11/2•=1'-o° � D ❑rti«t cn 1l►n m TUBED ' OC NLL Y'1f1f'�I/r'T {1IT11Tl I—C]� HD5A NS & FS 3WO THREADED ROD 5�/8 GL 5�/e � 11/2M STEEL ANCHOR SEAT —� + + —6x6 WOOD POST (TYP) 11/2° 41 �D STLL.1 La, A w ., , SECTION 11/2'=r-o° I E I SECTION 11/2•=r-o• � F � SECTION ,��G � SECTION ,•=,'-o° � H RODS 404'-8" TYP t 1/4x8x TJI BLOCKING 8" PIPE COL C NS TYP 10d@8"OC ROOF SHEATHING 8x12 BLOCKING RIPPED TO REQUIRED DEPTH CONTINUOUS CMST 12 ATTACH BLOCKING TO TJI'S &WALL PLATES W/(2) 10d TOE NAILS EA. SIDE �--CONTINUOUS CMST 12 STMP TJI TOP CHORD BEYOND ATTACH WEB STIFFENER IN FIELD NS & FS SLOT TJI WEB IN FIELD FOR PASSAGE OF CONTINUOUS STRAP 10d 6" OC (2) 10d TOE NAILS EA, SIDE BOTH ENDS OF BLOCKING SECTION rY2•=�'-o' I J I SECTION n�•=r-o• � K� SECTION ,°=,•-o• � L � SECTION CONT. CMS12 STRAP TJI TOP CHORD BEYOND .4x6 BLOCKING WEB STIFFENER BY JOIST MFR. r 1/r2*►=V O" PLANS EXAilA ER Architecture Urban Design .uf s..—avlJF/.str.w �FFWlavecsyti-1 .r4;-+]... Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-870Q 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223--2742 206 622-9462 fax Members of The American Institute of Architects • Coimiting ft n+eers 201 Third Avenues Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-•800 Project Title: �.;rff OF _. ��xlol� Fa( = I ti i Fut E 'Iff ) ! I ADDENDUM #3 ,Job No.: 96363 Issue Date: 1--"26---98 Sheet Contents: WCKXJ Detals 0 All material apperoring 'heroin constitutes the unpublished and original work of the Architect and may not be duplicated, used, or, disclosed without the written consent of the Architect. Scale: #fie#. North Sheet No,* t . E� APPRf,,,3'1V70 T AP* J _ =5 o D o z � 0 L L D ._J I.J :D r7 �� _ I WJ D CD L II Q � I _ r I L I D U- z � - L M a 00 00 V 00 =1 T- 1 _J D J x w a- 0 C) ?- W 0 M n V) x 7 L w � cv cr� Off 24'-0" MIN. (CONTINUOUS CMST 14) 4r_On 16d NAILS @ 13/a" OC lOd 4x6 FLAT BLOCKING SECTION NAILS 7" OC 4'--0" MIN j 16d NAILS 13A" 1 OC TOP & BOT 6x12 BLOCKING RIPPED TO REQ'D DEPTH (BOTTOM ELEVATION OF BLOCKING TO BE �/8" HIGHER THAN TOP ELEVATION OF BLOCKING IN LOWER ROOF) LEVEL @ ALTERNATE JOISTS [1� 24'-0" MIN (CONTINUOUS CMST 14) r i _ 10d NAILS_7" OC STUD BRG WALL \ `-STUD BRG WALL � 4x12 FLAT BLOCKING BEVELED TOP SRFACE NOTE: ROOF & WALL SHEATHING NOT SHOWN FOR CLARITY 4'-O" 16d NAILS 13/4" OC 1 POLI CE WING ROOF RIDGE 11/2"-1' -off REGION OF BLOCKING & TRUSS LEVEL SURFACE. PREMANUFACTURED TRUSSES TO BE FURNISHED WITH 4" LEVEL TOP CHORD IN THIS ZONE CONTINUOUS IN REGION OF STRAP. (MST 12 STMP) DIAPHRAGM NAILING PER PLAN NOTE 6. 4x12 FLAT BLOCKING BEVEL TOP SURFACE AS SHOWN PREMANUFACTURED TRUSS TOP CHORD ATTACH BLOCKING TO TRUSS TOP CHORD & WALL PLATES W/(2) 10d TOE NAILS EA. SIDE WATER PROOFING MEMBRANE #3@18°I 3/4"T&G PLYWOOD 2x8 PT DOUBLE F. CANT. F WALL ---- SEE G/S3.3 FOR DETAILS NOT SHOWN (ITT HANGER) NORMAL WT. C TOPPING GER BY JOIST MFR. 11 78" TJI 3/4" x9" LAG SCREW @ lliu" 1 JI PLANS EXAMINERI ' Architecture Lirbcn Desigh Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206� 383-8700 206 383--8728 fax n 1000 Lenora St. 1$ OC suite 405 Seattle, Washington 1 98121 •-2720 206) 223--2742 206 622—'9462 fax Members of The American Institute of . Architects A I SECTION 11/zlf=r-o•• I B I SECTION 11/2°=1'-o• � C SECTION 11/2°=�'-o� I D I DETAIL ,��"=,'-o" � IF � DETAIL v�"=r-o� � G SECTION 1/2H J I DETAIL �r2 K � SECTION ,=,-oL DETAIL SECTION 11/H 1' 0H Consulting Engineers ffM* 1201 Third Avg Suite 9G0 Seattle. Washington .980 (206) 622-5622 Fax s206) 622-8M EXPUM - 4 - -:1 Project Title; J � E 0 ,3 2/2/98 ADDENDUM #3 Jab No.: 96363 Issue Date: 1-26--98 Sheet. Contents: All material appearing herein constitutesthe unpublished and original work of the Architect and may not be duplicated, used, or dlsoaeed without the written consent of the Architect. Scale: Ref. North Sheet N 11/2 M S APPROVED o 0- < Q I Cn i Q II lL Q Of z - i� n Ln y y 4 00 A � N X W J n CD H�- w W Q (� U m J CL Ln CD O -� Q W >< i ,EZ L � N ,,n�w C r 4 e CONNECTION --NOTES: t ALL BOLTED CONNECTIONS TO BE TYPE N WITH FULLY PRETENSIONED ASTM A325 BOLTS PER AISC STANDARDS EXCEPT AS DESCRIBED IN NOTE 2. 2, BOLTS IN BEAM TO BEAM CONNECTIONS MAY BE TIGHTENED TO AISC SNUG TIGHT" CONDITION UPON APPROVAL OF ENGINEER AND OWNER. 3., CONNECTION PLATES TO HAVE AISC STANDARD ROUND HOLES EXCEPT AS NOTED OTHERWISE. 4. ALL CONNECTION PLATE MATERIAL TO BE A36 UNLESS NOTED OTHERWISE. DETAIL DETAIL DETAIL NO SCALE I A SCALE I E ��4 @ EA \ 3/�s SIDE I� 6 n 7/6" 3/4" Pr co GL 63/4 (2) 3/a" 0 BOLTS —' BOT R >_3/16 TO COL 3/16/ TS Sx8 COL 11 1 W24 CONNECTION E TO COL W24 3 SIDE OF COL SEE C/S5.I FOR ADD'L INFO 0 �3/8p V END 01 PLAN NOTES: 1. BASE R THICKNESS 1" TYP UNLESS NOTED OTHERWISE, 2. AB HOLES MAY BE OVERSIZED M6 .9 TOP OF FOOTING O �o r BOT 'OF FTG 2" TYP ri SECTION I SCALE I B I � BEAM TO TS COLUMN NO SCALE � C � STEEL COLUMN BASE PLAT CITY 0F'EDM0';1DS TS COLUMN, (4)3/4"0 A307 ANCHOR BOLTS, LENGTH VARIES W% FOOTING THICKNESS, EMBEDMENT d--4 OR 12" MAX NO SCALE 0 DETAIL SCALE I F I DETAIL SCALE � G � DETAIL SCALE � H SCALE I J I DETAIL SCALE � K DETAIL SCALE I L 0 DETAIL SCALE' ,TE ANS EXAMINER Architecture Urban design Planning', Interior Design 1701 Commerce Tacoma, Washington 98402--3207 206) 383--8700 206 383—•8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 206} 223--2742 206 622-9462 fax Members of The American Institute of Architects amConsulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 822-5822 Fax (206) 622-6130 Project Title: tit 3Q 2/2/98 ADDENDUM #3 Joky No.: Issue Date: 1 --26---98 Sheet Contents: TY*W Detab 96363 All material oppeerijq herein constitutes the . unpublW4hed and onginol work of the Architect and may not be duplicat4d,, used, or discland without the written consemt of they Architect. Scale: Ref. North Sheet No. , r 'Zi'1 va y+ rr i 7 � " 3 DAT �- PREMANUFACTURED TRUSS 11 n VALLEY MEMBERS 1 '_, " /2 3 NS & FS " PL IS EXAMINER Architecture /2x3x1 /1fi (6) 3 0 MB Urban Desi l7 rI L S6.1 SIM Plianning f a Interior Design Cn.--- _ 1/4 � I c 17'01 Commerce Washington a- GL 64 �/4 � � ,�� Tacoma, � r7 ryry - OU �� f�(7s 3$3-�828 fax 2x10 LEDGER ' - 1111111111 1000 Lenora St: SIDE PLATE /8 3 Surte 405 — Seattle, Washington c1-� "; WP 98121-2720 _ r - "�- � ¢ 3f s � 200 223�-2742 j © 2x10 ROOF JOIS _.-- ___ SEAT PLATE /2 i 206 5- 4 E /2x12 9 fox - r o -- -_ TYP #- - - LUS 28-TYP EA /16 _ �/2x9x1'—a,: Q U_ 2x10 RIM JOIST �' _ -- `1--�-__ END OF JOIST -,� �' Members of CD � Y1s 6 (3) 3/4" 0 MB The American I ^�� Institute of Ctf o DOUBLE M PLATE 11/2 3 11/ /1B Architects � 2 3 2x10 CEILING SUPPORTfl����GL5%X12 /s 11 3 JOIST(DASHED LINE TS6x4 /(2) 2 %16xPSL GL fi /� � � H4 � CC ANGLE PER ARCH. Conwlting i5ngtnsats >-- fix POST 2x STUDS CONTINUOUS 3/4r'x5" Seatte1201 rrWashon Suited Avenue, 810 B S691 LAG SCREW .� (206) 622-5822� Fax (298) 622 sW TO ROOF EA END OF q, SUPPORTING GL 5"`` w GL SEAT E 1/4 Q 3 3 3�ppll CL 1/4 0 WA 51, cn 1 aSECTION-DETAILS1 »- ,_ I2 1 1 .�/2 �.. _ 1 /2 1 0 16673 C/IONAL BEND s Gl �-- P NE OF PLATE 2 LiJ Q 3 " 3 2" '. �. 1/2" WOOD (3} 0 MB " (2) 3/4, 0 MB /4 wll SPACER 11 . 3 " , „ 2 /1fix PSL . Project Title: �i 6 4 GL 2 0 (2) 211/16x PSL •� ti ,r (2)13/4x LVL I 1 n �. M P. 1/2 x4x0 -ion� — �3 � I ELEV. VARIES0%" ^11lil 12 ~'WP - C WIF - Q n " 11 4 - _ SEE ARCH, E 1 x9x1--11 �''� .- >" TS 4x4 SPACERr%m^ I2 - 13 x LVL / +i GL BEAM 1 tN%o DS � 3 /2 _ ,r _�� � � n 3 n +- � /2 x12 TYP / (3) 3/4 FUDLIC SAF"UTY R 1/2" `'� + i LSSU410 3I� 0 MB �- 3/16 K 55.1 311s TYP l ELEOTION. COMP'LEX l� '�? 2x FASCIA >� n �, L 'I�, P 1/2x1ax2 �-4 (@ S WALL) 00 ITT 9.5 _� _ I it 1/2x12x2'-4" (@ 10" WALL) r T a � �(SEEPER ARCH SPACER i EL VARIES ARCH o C S6.1 ITS 4x4 3 " 0 MB SEE 1/A3.1 1 " 3/6(3) /4 � �. � 12x4Iz x1-o o - 211f 6 x PSL[LS6,ol3 TYP 0 /16 Ave"J�'d'� Q (2) 211/16xG PSL BRACE -4- Edmonds 2 S OR 10 CONC CURB(2)3 " 0 MB •211 "x PSL(SEE /4 / PLAN on BOTH ) 3 SIDES /16 3 3 PLAN 3 3 c.�%SECTION 11/2r'-1'- ,/2�1,_0E11 1-0IF,IL6/2/2 1 O LLJ w T LSU28 BEYOND 3 , 2/2/98 ADDENDUM #3 m 1/2"0 MB 878" ZD 63/4x GL t TS Job No.: 96363 F--- 3 Y16 Q 2 /4 MB GL63 3 TYP cL z /4 /6 Issue Date: � 3ri 3" 0 1 " st 1 " 1-r-26---98 1 /2 31 31 1 /2 �1 x2 STRA 3 l2 I2 12 l4 Its LO �. (2) 211A6"x PSL fi ---- -- - - - r - , 1 " + + fi — - Sheet Contents: Apr r% �2) 1 /�x LVL Old CONC CURB /P f 1 " ,- �. /1 x5x0 8 miscekneous (TOP SURFACE IN PLANE [Wab 4 OF JOIST BOTTOM) Ca �+ �' /2 4 # + E 1/2 X 6 (SKEWED RELATIVE TO TS)XCP All material appe#run+ herein constitutes the C�1 / �`�- unpublished are or�gi�al wage of the Aroit� W � I16 .� �.,� -,land may not be, duplicated, , used, or disdooW Q (2) 2%X PSL NOTCH JOIST FOR withe�ut she written congent or t Arahite , U 1 31 31 n LEVEL HANGER /z /2 /� 2x10 ROOF' JOIST Scare. cn Ref. North :Da. TS6x4 BEYOND 2x10 FOR SUPPORT OF CEILING o - NAIL TO 2x10 ROOF JOIST WITH BEVELED STEEL PL, = m WROWS OF 8d NAILS 1 " OC "� � � 3 WIDTH t+Piwa STAGGERED, 3" GAGE 3 Sheet No. CON L.LJ DETAIL T 11, f n , CD rl'I r 1DETAIL 11/2 K 1 I2 1 0 P 4AY Aft Ur F 4 3 DATA NOTE: STUDS TO BE CONTINUOUS AS BEARING WALL ABOVE 116 n ---LOWER GL E3/$x8x1-4,�� CD SHOWN FLOOR TO FLOOR 4 GL & ROOF JOISTS NOT p�AN� BM SLIGHTLY � � Ar�h�tectur� ECn — /4 SHOWN FOR CLARITY c•t Urban oesgn Planning SKEWED � . n - WALL DBL PLATE CCO 71/8--fi I to lmr Design TOP & BOT 37 /1G P.1 r /2 1701 Commerce � I - 13/4"x9�I�Z� LVL . �s�ozQ �0Washington , 3/6V STRUCTURAL FASCIA &L 2 206 - 383--8?'00 • 206 .383--8728 fox o -U + (CONTINUOUS) 2x ROOF (2)3" BOLTS - JOIST 13/4 x LVL STRUCTURAL 1000Suite Lenora St. _ BEYOND FASCIA (CONTINUOUS) Seattle, Washington (3)10d NAIL98121-2720 � .�—,-f"� r � � 206 223�--2742 `n I s - 206 622-9462 fax - $ a 2x LEDGER---,,,�+ EA STUD 3 � TS4x4x3%s , GL fi /4 _ — 3 I -- ++- 16 `---TS6x4 z Members of n000 Institute of a American + + + + + (4)3/4"0 MB NS & FS Architects {I I I +) 1/4" BENT P. SIM IN PSL 1/4 I I I I I I+� SECTION TO CCQ 7%- 6 , + + + + I-1079 TS CON CTION WROWS 0 WOOD SPACER ri 2x10 FASCIA(4)3/4"0 MB TS4x4PER B/ .1 (3)1od N I s _ 3"(2)1314 x9�/2 LVLConsulting Engineers 7].1 GL fi 4 OC, 3' GAGE ROOF JOIST IN 1201 Third Aveme. Suite 900 -- ALIGNMENT Seattle, Washington 980 0061 622-5822 Fax (206) 622-800 LLJ C) ECC (SKEW RELATIVE WITH TS6x4 2x10 JOIST } GL 5 /8 TS6x4,.2k JOISTS &' TO COLUMN} 3 BEYOND PREMANUFACTURED STUDS 2 3 /�x9 /2 PSL NOT SHOWN FOR CLARITY 8x POST E3/8x8x0'-1 " 2x10 BLOCKING BOTH SIDES g , C 2x TRIMMER STUDS WP 149.5 OF DOUBLE JOIST , � oy WAS - _SECTION_ --SECTION , _1 0 �2 - �.�� � o �2 Ln a_ ETIN�2 ,16673 w � � �/2 �x5 � CAP �' MST 37 � ►_ �S��a�v�� — SILL E NOT /8 x8x1 3 � CUT TO LENGTH SHOWNWWW o a SHOWN' FOR CLARITY EVM 1AL32 a- Y2" GROOVE FOR CONN 2 BENT R3/8x10" TS 4x4 to w BRG WALL Project Title, CD _ PIPE COL & 1 1��2(4)n E 1�x5xOA"/4 ,� ri ,�� 3 /4 0 MB �- WALL @ WP2, m TS6x4 /4 3/4 1�1z I I (2 0 MB (TYP) WP TYP Nc� LA I RECESSED BOLT HEAD 1l4 h�� �� 31 2 PSL I & WASHER �� PLAN -� ,� gLg2l) DS' BEAM BEYOND IPLAN TYP TS 4x , N 3/�fi 1/4 --� Q-A r_ _,_ �x � JOIST CURVED SILL k COL -- WP,,. PRUBLONG %=#r"%FET, By I I 3 PER J S4.3 — fMPL" /6 r— �,' EX w °-� 3/4 0 MB M � 2x WALL - 3 CAP E STUDS ri TS 4x4 46 La /8 BENT R DOUBLE 2x8 WALL E /2 4 ICJ co 4 S AC p'_1pn �.3 " ,.- -- /8 x8x Q 5 /8 GL 1 _ 8 /4 _.-- o M03/ 7 1/4 r- 3/ w-- I /1— fi . =f R 5/8"x5xQr 8" NOTE, TS 4x4 & CONN. CURVED HEAD Avg 5 2 1314„ LVL I I E PER+ E%J I XNAS 3 /g J/S4e3 MST37 (CUT TO c i LENGTH SHOWN) /4 J2 /4 UT END (3) SIDES NS & FS RECESSED BOLT HEAD & WASHER SIZE WELD 8xfi WD COL W20 3/6 FOR 12 GA STRAP 3 ELEVATIO PIPE ELEVATION = 1 -�1 _Q /2 DETAIL _DETAIL1 1 Q F /2 SECTION 1 1 O �2 w w 3 2/2/98 ADDENDUM 13 Q � q Job No.. 96363 cf Issue Date. Io a_ =� W 1,- 26- 8 w � V Ci} .. _ Sheet Coriteni; MISCELLANEOUS Q_ .rC . C) C _ All material appearing herein constitutes the unpublished arlc! orig€Tito! work of the Architect �. 4 and may not be duplicated,, used, or diodbeed w w tt without the wrih consent of the Architect. 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IIII III 4 @ 10" HORN EX CMU WALL EX CONC WALL DEMO'D EX CLR VERT BARS BEYOND BEYOND ROOF SLAB 2,_0" fi #4(-012" 4 12"VERT BOT OF FTG (2)#5 2'--0" EX SLAB ON GRADE EX SLAB ON GRADE EL SEE PLAN MIN 2 CLR +i +f 5n Bnn TOP OF CONC TOP OF CONC 1,—�� x x r—L ��f_�!1— t + � x—*—�—x x x EL � n 74 —0 +— #4 @ 12� SEE A/S7.2 FOR ADD'L INFO SEE B/S7.2 FOR ADD'L INFO SECTION 3J n—�'—O" 3 �— n �4 I 0 TI%4 3 "�1_0„SECTION UC/I �� ri�1,_On tJA 2 !4 — TQP OF EX CONIC EL 98'—B1/2"+ x DEMO'D EX REMOVE EX ROOF SLAB ~"� x ROOF SLAB -- FOR THICKNESS OF CMU ALL —� # 5 DEMO'D EX ROOF SLAB EX REINF EL VARIES x .4. - • l•• . - ti x x _ _ BOT OF CONC EL 95'-6"± SLOPE VARIES SHORE SLAB ADJACENT mom TO NEW CMU WALL PRIOR • TO ANY DEMO. SHORING TOP OF CONC TO REMAIN IN PLACE UNTIL EL 95'-81/2"± 28 DAYS MINIMUM AFTER 7 0 CMU WALL GROUTED. SEE D/S7.2 FOR ADD'L INFO _1_Q. fSECTION E . 0"1r ,1� E� TAIL SCALE QETAILSCALEIN H 1 DETAIL SCALE i DETAIL SCALE SCALEDETAIL- L SCALE EXAMINER • 2 3 Architecture Urban Design f Plo'nning Interior Design 1701 Commerce Tacoma,, Washington ' 98402"3207 t 206 383-8700 206 383-8728 fax " '4 1000 Lenora St. 'L J Suite 405 w ,,; Seattle, Washington } 98121 "--2720 206 223--2742 206 622-9462 fax Members of The American Institute of Architects Carsulting Engineers 1201 Third Avenue, Suits 9W Seattle. Washingtor? 001 (206) 622L-.5822 Fax (206) 622-8130 0 Project Title: F T W i cffy E D M 0 Uzi-W f-, Y 1 ! I T�. 2W_ "M Ave Edmonds F y� wad*oon Job No.: Issue Date: 1--2C- 98 Sheet Contents; EXEMNU C ,.WTp HALL ut: rAL Y' v , ' l All material appearing herein constitutes the unpublished and orioinal wont' of the A�rchitL. and may not be duplicated; used, or df without the written consent of the Araff ct, Scale. Ref. ' o Sheet No.: �T V A + B * C ' D ' E r� C E +7iV;i rr° a",� ltic; � ..r ` ,`�,_ �Zyy }�yt�`,.. �' M1W-lry•i ,:.- •,, n 7 2 3 4- a LIGHT LINE INDICATES NON -ELECTRICAL OR BACKGROUND (THIS IS NOT CONTRACTUAL DEFINITION OF WORK) HEAVY LINE INDICATES NEW WORK (THIS IS NOT CONTRACTUAL DEFINITION OF WORK) NAME DETAIL, DIAGRAM, OR PARTIAL PLAN SECTION ALL DET SE 11GHT1NG /RF-1N �2-40/ 4 O O I.O FO lot 1-0 FO 0 OUTDOOR lIGH11NG 0­0 EI-0-0 SWITCHES $0 $3 $4 $T $10 $M PC y u a O MI QEJAN AIL SYMBOLS CONTAIN THE FOLLOWING INFORMATION: QUENTIAL CHARACTER (BY SHEET) _PHABET = SECTIONS & ELEVATIONS NUMBER = DETAILS & PARTIAL PLANS DRAWING CONTAINING SECTION, ELEVATION, PARTIAL PLAN, OR DETAIL DRAWING CONTAINING PLAN AT WHICH SECTION, ELEVATION, PARTIAL PLAN, OR DETAIL APPLIES (NOT ALWAYS USED) FLAG NOTE REVISION NOTE REVISION DEFINITION, AREA ENCIRCLED CONTAINS DRAWING CHANGES MADE SUBSEQUENT TO PREVIOUS ISSUE FIXTURE IDENTIFICATION SYMBOL (TYPE RF-1, (2) 40 WATT LAMPS SHOWN) SEE SCHEDULE FLUORESCENT STRIP, SURFACE OR PENDANT MOUNTED FLUORESCENT, RECESSED, SIZE TO SCALE FLUORESCENT, SURFACE OR PENDANT MOUNTED, FLUORESCENT, WALL MOUNTED RECESSED OR SURFACE MOUNTED DOWNLIGHT FIXTURE RECESSED WALL WASH FIXTURE WALL MOUNTED FIXTURE ADJUSTABLE SPOT LIGHT FIXTURE EXIT SIGN, WITH DIRECTION ARROWS AS INDICATED, CEILING, PENDANT (OR WALL MOUNTED) EMERGENCY LIGHT, BATTERY POWERED FIXTURE ON EMERGENCY CIRCUIT WITH WITH BATTERY BALLAST FIXTURE ON EMERGENCY CIRCUIT WITH BATTERY BALLAST AND ON ALARM CIRCUIT POLE LIGHT STEP LIGHT BOLLARD SWITCH, SINGLE POLE; WITH SWITCHING SUBSCRIPT SWI TCH, THREE-WAY SWITCH, FOUR-WAY TIMER SWITCH DIMMER SWITCH THERMAL OVERLOAD MOTOR STARTER SWTCH SWITCH, PHOTOCELL SWITCH & CONTROLLED OUTLET OR FIXTURE RELAY OCCUPANCY SENSOR JUNCTION BOX Cop -r ightp 19971 Abacus Engineered Systems, All Rights Reseryed_ hvG_'N1N_H:\5LT2000\2384-048\DWG\Eb-00[S'F=i jai2-12 A997016:17 a A RECEPTACLES Qp �6-30R GFCI A Vol i 0 U-N-V SINGLE RECEPTACLE DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE, NEMA CONFIGURATION NOTED SPECIAL PURPOSE RECEPTACLE DUPLEX RECEPTACLE, ABOVE COUNTER DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT INTERRUPTING IG DUPLEX RECEPTACLE, ISOLATED GROUND 0 DOUBLE DUPLEX RECEPTACLE IG DOUBLE DUPLEX RECEPTACLE (ONE DUPLEX ISOLATED GROUND RECEPTACLE AND ONE STANDARD RECEPTACLE) IG* DOUBLE DUPLEX RECEPTACLE ( TWO DUPLEX ISOLATED GROUND RECEPTACLES) WP RECEPTACLE WITH WEATHER-PROOF COVER, (TYPE AS INDICATED ABOVE) 120V RECEPTACLE FOR CLOCK SURFACE METAL RACEWAY WITH INTEGRAL SINGLE WIRING DEVICES (SPACING AS SHOWN OR SPECIFIED) MULTI OUTLET ASSEMBLY WITH INTERNAL WIRING DEVICES AND SIGNAL DEVICES (SPACING AS SHOWN OR SPECIFIED) FLUSH FLOOR BOX, FLUSH DEVICE POWER. arm PANEL BOARD 208V OR 240V PANEL BOARD 480V CABINET l NON -FUSED DISCONNECT SWITCH WIP (WP = NEMA 3R WHERE APPROPRIATE ) FUSED DISCONNECT SWITCH MAGNETIC MOTOR STARTER COMBINATION MAGNETIC MOTOR STARTER 0 CB ENCLOSED CIRCUIT BREAKER 0 MAU-1 5HP 4$0 3� MOTOR CONNECTION (EQUIPMENT NAME, HORSEPOWER, ' VOLTAGE, AND PHASE INDICATED) EF--1,12iVA,208,1 EQUIPMENT CONNECTION (EQUIPMENT NAME, HORSEPOWER, VOLTAGE AND PHASE INDICATED) CONTROL STATION TO TRANSFORMER, DRY TYPE, SHOWN TO SCALE R ArF�AY - CONCEALED RACEWAY (EXPOSED IN UNFINISHED AREAS) n c-- RACEWAY CONCEALED IN OR BELOW FLOOR OR BELOW GRADE POWER OR LIGHTING BRANCH CIRCUIT INDICATING CIRCUIT HOME A-1,3,5 RUN TO PANELBOARD. TURNING UP TURNING DOWN SEAL -OFF FITTING - EXPLOSION PROOF RACEWAY STUBBED OUT WITH BUSHING BREAK LINE FOR DRAWING CLARITY MANUAL FIRE ALARM STATION BELL EVACUA FION ALARM - VISUAL (STROBE) EVACUATION ALARM - AUDIBLE/VISUAL (HORN/STROBE) FIRE ALARM CONTROL PANEL FIRE SYSTEM ANNUNCIATOR PHOTO `'_ECTRIC SMOKE DETECTOR SMOKE DETECTOR, DUCT TYPE F IRE/SMOKE DAMPER FIXLID I iL; %T DETEC I OR I J,,. EXCEI-'T AS NOTED WATER FLOW SWITCH, SPRINKLER SYSTEM TAMPER SWITCH REMOTE INDICATOR LAMP DOOR HOLDER, ELECTROMAGNETIC RELEASE POST INDICATOR VALVE (PIV) 0 0 0 v FDDB EO rl_J J--1 SECURITY (SEE 4 Ell O a 0 (SEE GENERAL NOTES 7 & 9) VOICE OUTLET DATA OUTLET CEILING OR WALL TELEVISION ANTENNA OUTLET VOLUME CONTROL, AUDIO DOOR BELL (SWITCH) (RACEWAY, ONLY) DOOR BELL (CHIME) (RACEWAY, ONLY) MICROPHONE FLUSH FLOOR BOX, FLUSH DEVICE GENERAL NOTE 9) DURESS (BURGLER) CCTV CAMERA DOOR CONTACT CARD READER DOOR LATCH CCTV MONITOR MOTION DETECTOR COMBINATION VOICE/DATA OUTLET SPEAKER, ALARM RISER DIAGRAM �YMY04% GF O 1 15,400 CIRCUIT BREAKER BUS CONNECTION TRANSFORMER, INSULATING PANELBOARD (BRANCH CIRCUIT) OR MOTOR CONTROL CENTER CIRCUIT BREAKER WITH GROUND FAULT TRIP (EQUIPMENT) CURRENT TRANSFORMER WATT HOUR METER MOMENTARY SWITCH: NC, NO CONTACT: NC, NO AVAILABLE SHORT CIRCUIT CURRENT, 3 PHASE, S1rr !METRICAL (15,400 AMPS SHOWN) TRANSFORMER WIRING DESIGNATIONS -- (WYE AND DELTA) • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121--2720 1 206 223-2742 206 622--9462 fax Members of The American Institute of Architects A B A C U 'S Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washin ton 981 D4 A- " (206)�-0200 Fax�206)583-8826 ABBREVIATIONS OENERAL NOTES AMPERE LTG LIGHTING 1• GROUND ALL ELECTRICAL DEVICES, MOTORS, METALLIC PIPING, DUCTWORK METAL A E E FRAMING , REINFORCING STEEL, ETC., IN ACCORDANCE WITH NEC ARTICLE 250. AC ALTERNATI NG CURRENT MAX MAXIMUM PROVIDE GROUND RODS OF 3/4" DIAMETER, COPPER CLAD STEEL, MINIMUM LENGTH AFF ABOVE FINISHED FLOOR 10 FEET. UTILIZE THE METALLIC RACEWAY SYSTEM AS THE SYSTEM GROUNDING AG ABOVE GRADE MFR MANUFACTURER PATH FOR ALL DEVICES UNLESS OTHERWISE NOTED, PROVIDE SEPARATE GREEN AHJ AUTHORITY HAVING JURISDICTION MH MANHOLE OR METAL HALIDE GROUNDING CONDUCTOR FOR ALL FLEXIBLE EQUIPMENT CONNECTIONS AND ALL AI G AMPS INTERRUPTING CAPACITY MIN MINIMUM EXTERIOR ELECTRICAL DEVICES, SUCH AS POLE MOUNTED LIGHTING, RECEPTACLES, .1z ti MLO MAIN LUGS ONLY BUILDING MOUNTED LIGHTING, ETC, Project Title: AL ALUMINUM ANP AMPERE MTG MOUNTING 2, CONDUCTOR SIZES AND/OR QUANTITIES ARE NOT INDICATE FOR 20 AMP ATS AUTOMATIC TRANSFER SWITCH BRANCH CIRCUITS. SIZE AND/OR QUANTITIES ARE INDICATED ONLY FOR AVG AVERAGE N NEUTRAL BRANCH CIRCUITS FED BY A BREAKER OTHER THAN 20 AMP., SEE SPEC. C TY OF ,DWG AMER i CAN WIRE GAUGE NEC NATIONAL ELECTRICAL CODE (NFPA-74) SECTION 16120 FOR OVERSIZING CONDUCTORS FOR VOLTAGE DROP. H I H NEMA NATIONAL ELECTRICAL MANUFACTURERS BRANCH CIRCUITING IS SHOWN ONLY FOR THE PURPOSE OF INDICATING EDMONDS ASSOCIATION WHICH DEVICES ARE TO BE CONNECTED TO A PARTICULAR CIRCUIT, THE p a BKR BREAKER ELECTRICAL CONTRACTOR SHALL DETERMINE THE QUANTITY OF CONDUCTORS L7C SAFET BLDG BUILDING NF NON -FUSED REQUIRED, LOCATION OF JUNCTION BOXES, RACEWAY ROUTING AND GROUPING • N I C NOT I N CONTRACT OF CIRCUITS ()R HOMERUNS,�OMRDLEvA C COIL or CONDUIT N TS NOT TO SCALE CB CIRCUIT BREAKER 3, COORDINATE EXACT EQUIPMENT AND DEVICE LOCATIONS WITH THE ARCHITECT CCTV CLOSED CIRCUIT TELEVISION PA PAGING PRIOR TO ROUGH -IN. CKT CIRCUIT PC PHOTO -ELECTRIC CELL PF POWER FACTOR 4, COORDINATE ALL LIGHT FIXTURE LOCATIONS AND MOUNTING HEIGHTS WITH CO CONDU I T/RACEWAY ONLY PNL PANEL ARCHITECT PRIOR TO ROUGH --IN. PAY SPECIAL ATTENTION TO FIXTURES COMM COI+rt4I[JN I CAT 1 0NS MOUNTED ON BUILDING EXTERIOR, PT POTENTIAL TRANSFORMER 250 5th AVQ4%*n a N CT CURRENT TRANSFORMER PWR POWER 5. COORDINATE CONNECTIONS OF MECHANICAL EQUIPMENT 1MTI.1 MECHANICAL AND Cu COPPER _ EDMONDS CONTROLS CONTRACTORS PRIOR TO ROUGH IN. RECEPT RECEPTACLE WASH N TONDI SCDISCONNECTRI ROUGH --IN 6. PROVIDE LIGHT FIXTURES WITH PROPER FITTING FLANGES, MOUNTING SUPPORTS, DWG DRAWING RM ROOM AND ACCESSORY ITEMS, UL LISTED FOR CONDITIONS OF USE. 9 8 0 2 RGS RIGID GALVANIZED STEEL 7. PROVIDE VOICE. AND COMBINATION VOICE/DATA RECEPTACLES AS A TWO --GANG E , E 4" CONDUIT, MINIMUM 6NE-GANG MUD RING. PROVIDE A 3 WITH 3 EXIST EXISTING SFD SMOKE BOX WITH A IRE DAMPER / PULL WIRE, FROM THE BOX STUBBED OUT INTO THE NEAREST ACCESSIBLE EF EXHAUST FAN SHT SHEET CORRIDOR CEILING SPACE. CAREFULLY COORDINATE CORRIDOR CONDUIT EGC EQUIPMENT GROUND CONDUCTOR SMR SURFACE METAL RACEWAY PENETRATIONS WITH MECHANICAL AND STRUCTURAL PRIOR TO ROUGH IN, E LEC S LE(.`,TR I CAL SNOPUD SNQHOMISH CO. PUD E LEV ELEVATOR SPEC SPEC I F I CAT I ONS 8. CONDUITS PASSING THROUGH BUILDING CONSTRUCTION EXPANSION JOINTS SHALL EM EMERGENCY SWBD SWITCHBOARD HAVE APPROVED EXPANSION FITTINGS, PROPERLY BONDED, SEE ARCHITECTURAL EMT ELECTRICAL METALLIC TUBING FOR LOCATIONS OF EXPANSION JOINTS, EQUIP EQUIPMENT TEL TELEPHONE 9. PROVIDE ALL CCTV, IC, DOOR CONTROL AND BURGLAR ALARM SYSTEMS AS EWC ELECTRIC WATER COOLER TTB TELEPHONE TERMINAL BOARD ROUGH -IN ONLY. PROVIDE Y4" MIN. CONDUIT WITH PULL WIRE STUBBED OUT Job No.: TV TELEVISION INTO NEAREST ACCESSIBLE CORRIDOR CEILING SPACE AND 4-SQUARE BOX w.r.f �= , FA FIRE ALARM TYP TYPICAL WITH BLANK COVER PLATE FOR DEVICES BY OWNER, COORDINATE MOUNTING Issue Date: FACP, FCP F' PE ALARM CONTROL PANEL TC TI MECLOCK HEIGHTS WITH ARCH. & OWNER. F L R FLOOR FLUOR FLUORESCENT UG UNDERGROUND 12/15f97 UL UNDERWR I TENS LABORATORIES DR- AVVING INDEX� GFCI GROUND FAULT CIRCUIT UON UNLESS OTHERWISE NOTED - �-----� -- EO.0 ELECTRICAL LEGEND, NOTES AND DRAWING INDEX INTERRUPTER - irlil'ERRUP�i"ER V VOLTS E1.1 SITE PLAN -ELECTRICAL GF I GROUND FAULT I GND GROUND E2.1 UPPER LEVEL COURTS SOUTH &MEZZ FLOOR PLANS -- POWER Sheet Contents: W WATTS E2.2 UPPER LEVEL POLICE NORTH FLOOR PLAN - POWER 11H HANDHOLE WP WEATHERPROOF E2.3 LOWER LEVEL POLICE NORTH FLOOR PLAN - POWER _ IIP HORSEPOWER W/ WITH E3.1 UPPER LEVEL COURTS SOUTH & MEZZ FLOOR PLANS - LIGH11NG r-M r-.1,0TRICALLEGEM lips HIGH PRESSURE SODIUM W/o WITHOUT E3.2 UPPER LEVEL POLICE NORTH FLOOR PLAN - LIGHTING NOTESAND Hz HERTZ (CYCLES/SECOND) XFMR TRANSFORMER E3.3 LOWER LEVEL POLICE NORTI-I FLOOR PLAN -- LIGHTING I C I NTERCQM E4.1 UPPER �_EVEL COURTS SOUTH 8c MEZZ FLOOR PLANS -SIGNALS 1011AWINGINDEX XFR TRANSFER IG ISOLATED GROUND E4.2 UPPER LEVEL POLICE NORTH FLOOR PLAN - SIGNALS -~�--.---�----7L---�--�-- E4.3 LOWER LEVEL POLICE NORTH FLOOR PLAN - SIGNALS irl{'j7r. nF••:;_`S .�� j i'YT' "r 1-„-F� KCMI L THOUSAND CI RCULAR MI LLS �:}- . '''1,.1 = _," ` E5.1 UPPER LEVEL COURTS SOUTH & MEZZ FLOOR PLANS - DIRE ALARM SYSTEM KVA KILOVOLT AIb91:'z>iEIRES E5.2 UPPER LEVEL POLICE NORTH FLOOR PLAN - FIRE ALARM SYS t'EM All material oppering herein constitutes the KW KILOWATT - I _ ' w x ^ E5.3 LOWER LEVEL POLICE NORTH FLOOR PLAN - FIRE ALARM SYSTEM 4unpublished and originsl work of the Arc �itect `' "�'" -•' _ t)nd moy not be duplicoted, used, or dis'�losed I E6.1 ONE -SINE RI ER DIAGRAM Without the written consent of the Arcri'.ect. E6.2 PANEL SCHEDULES f;.,.w.-YC a. 20 ! , r,1r .. r ..,.-! .. W.'. hiin. •t'.l rlun....uni'YIw1Gil.•',C4'VG: iiL1T.r.. R.lw"fs. 4,."I.'S.c�: w'='." • ' ~•„ .r, -------' I E6.3 PANEL SCHEDULES Scale: Ref. North _-�__--- E6.4 LUMINAIRE SCHEDULE AND DETAILS =:z'rer E6.5 DETAILS .71 Id, 6 3. rij-.--ra•r,.+...w.___..... � E6.6 DETAILS , F-E2.1 FIRE STATION FLOOR PLAN - POWER -ll - --------I F-Ell FIRE STATION FLOOR PLAN - LIGHTING 00 F-E4.1 FIRE STATION FLOOR PLAN - SIGNALS t, .w ;,�;{;,w, F-E5.1 FIRE STATION FLOOR PLAN -- FIRE ALARM Sheet No.: F-E6.2 PANEL SCHEDULES F-E6.3 DETAILS n F i. Urban UeS1911 --_ Punning Interior Desill; � RELOCATE EXISTING PANEL BOARD FROM PORTION OF BUILDING, BEING DEMOLISHED TO PORTION OF BUILDING REMAINING, 7 PROVIDE PUMP AND MOTOR ASSEMBLY CONTROL SWITCH EXTEND ALL CIRCUITS REQUIRED. PROVIDE ALL NECESSARY MATERIALS, CH AT SUB -BASE FUEL 1 701 Commerce ` FIELD LS. TA _ VERIFY EXISTING CONDITIONS. COORDINATE NTH ARCH AN CONTROL OF PUMP PACKAGE FURNISHED BY QTH TANK FOR Tacoma, Washington D OWNER. ERS. PROVIDE EXTRA SUPPLY LINE 98402--3207 FITTING IN SUB -BASE FUEL TANK TO ACCOMMODATE FUELi 206 383-87 EE T� -�\ '��� 2 PROVIDE 4'-,S"x4' " SUPPLY LINE FROM REMOTE � PUMP ASSEMBLY, I 206 383-8728 fax / 70 ) �, -$ OUTSIDE DIMENSION HANDHOLE WITH DIAMOND PLA REQUIREMENTS ADJACENT TO TRANSFORMER. COORDINATETE LID PER SNOPUD ` WITH SNOPUD AND ARCHITECT 10Q0 Lenora St. PRIOR TO EXCAVATION. Suite 405 MOUNT FIXTURES ON I UILDING FACADE. COORDINATE. MOUNTING HEIGHT REQUIREMENTS WITH ARCH PRIOR TO ROUGH ---IN, SAND OTHER 9812Seattle* �/yW+j►ashington 9$121 �_(_ / 20 7EE - 3 PROVIDE 4'-0"x5'-0" (INSIDE DIMENSION CON 206 2 -- T, i 7 17 7 " ) CONCRETE HANDHOLE NTH SQUARE GALVA / 1 23 2742 (_ \ LOCKABLE LID, MARK LID COMMUNICATION NIZED STEEL D>�Ilp 20s s22--9462 fax "COMMUNICATIONS". PULL BOX FOR TELEPHON PROVIDE EXPLOSION PROOF C E SYSTEM. COORDINATE ONNEGTION TO FUEL ISLAND PUMP AS AN ALTERNATE 7 9 EXACT LOCATION WITH ARCHITECT AND CIVIL. BID ITEM. PROVIDE A , . LL NECESSARY MATERIALS IN ACCORDANCE WITH NEC 514. FOR Members of a I � ����� f,� \ '�- �- PROVIDE CONDUIT * ONLY, STUBBED AND CAPPED,/TO FUTURE F The American 4 ALL EXTERIOR LIGHTING 15 CONTROLLED BY PHOTOCELL. LO FUEL ISLAND LOCATION, . CC �\ �� LATE PHOTOCELLS ' TOCELLS ON ROOF OF FIRE Institute of 1 \L50J •_ STATION FOR FIXTURES CIRCUITED TO PANEL "E � I Architects HF AND ON ROOF OF POLICE/COURT BUILDING D ROUTE SERVICE FEEDERS UP INSIDE EXTERIOR WALL INTO tests FOR FIXTURES CIRCUITED TO PANEL "EHP1 �• " CEILING SPACE +� S . FACING NORTH, PROVIDE ALL NECESSARY MATERIALS. MAIN SWBD NDP-F , ENCASE CONDUITS IN CONCRETEOF MAIN FLOOR TO INSIDE BUILDING. COORDINATE WITH ARCH 5 AND SNO CO, PUD, i / / r7 I ,- --�_, 1$ ,. CC � � RECESS��LOw LEVEL FLOODLIGHTS IN CONCRETE RETAINING� " A B A C U WALL AT 2 -0 TO TOP OF Ff r I ` f ,,�� v,J� , ABOVE WA OR XTURE � Engineered HH ` 15Q L�WAY STAIR. COORDINATE EXACT ' Systems LOCATION WITH SITEWORK CONTRACTOR AND 11 ROUTE FEEDERS UP INSIDE EXTERIOR WALL INTO CEILING P 401 second Ave. So. Suite 201 - , , ! \ ARCH PRIOR TOR " SPACE CE OF MAIN FLOOR TO Seattle, washin on 98104 0 TYP I �, ROUGH 1N- SWBD S NDP-F" AND "EDP-F". COORDINATE (2as)5&3-0200 Fox 2D6 5s3 70, � � ,�� � . � TE WITH ARCH. � ) -saz5 RECESS LOW -LEVEL FLOODLIGHTS 1N CONCRETE RETAINING` WALL AT 3'-�0" TO TOP OF FIXTURE 12 ROUTE COMMUNICATIONS CONDUIT _ I ABOVE WALK WAY " OR,, STAIR .`COORDINATE EXACTSUP INSIDE EXTERIOR WALL TO TTB IN MEZZANINE, ARCH PRIOR TO ROUGH --IN LOCATION WIiH SITEWORK CONTRACTOR AND COORDINATE WITH ARCH AhID GTE, o r , ; % PROVIDE CONDUITS AND CONDUCTORS AND ALL OTHER P- o Fps iAA � �C.,�` �` NECESSARY MATERIALS FROM HANDHOLE TO EXISTING FIRE STATION FOR TEMPORARY SERVICE. FIELD 0 VERIFY EXISTING . . SECONDARY CONDUCTORS AND CONDUIT T T AND PROVIDE NEW CONDUCTORS AND CONDUIT 0 MATCH, COORDINATE WITH SNOPUD; ARCH AND I ❑ 3 3 0 WN ER. °� . �Q 85N Q 7 7 / � a rsT-- I 14 PROVIDE 2 1 / � •" ! I Be (� CONDUITS STUBBE AND CAPPED i ' �' DIN GRASS OR PLANTER AREA FOR FU ' RE a 70 AA1 \ CONNECTIONS TO CAMERAS AND GATES. ROUTE CONDUIT TO POLICE P ❑❑ PARKING GARAGE. S B EXPIRES, 02-10-99 —40 UP 3 A®011E FLOOR. COORDINATE LOCATION WITH ARCH. PRIOR TO EXCAVATION AND EXISTING PEDESTRIAN-- 16 15 PROVIDE } 4 CONDUITS FROM MAIN COMM ROOM STUBBED 0 2 ` r1 • U TO EXISTING CITY OFFICE T TO STREET FOR CONNECTION EIGHT IIiCTORIAN 7 S LAMP P 6 \ ACROSS 5th AVENUE. PROM ' DE ALL NECESSARY MATERIALS. ST _ �y Sri \ CC COORDI �ATEe WITH ARCH OFFICES/ACROSS OWN 1 (SEE DETAIL TYp 16 PRO\IIDE 12"x1 S" HAN 1IO � LE F . E1.1 E6,4 , OR EXTERIOR LIGHTING CIRCUITS. COORDINATE EXACT LOCATIONS I ' A CH AND CIMI / PRIOR TO EXCAVATION. HH AA1, S T NOT `�- A. PROVIDE B CONDUCTORS , # ORS IN 1 CONDUIT TO ALL PO 5 � ,% � ! � / CONDUCTORS IN `- � CO LE MOUNTED LIGHT FIXTURES. PROVIDE 10 / CONDUIT T ALL OTHER SITE LIGHT FIXTURES. Pro • Project Title. r` EXISTING FIRE STATIONTYP f 100 /'/ (TYP F R TYPE ST REMAIN IN OP R / � � - � E ATl UNTIL 5 • _`` E1 1 E6 4AA AN AA1 FIXTURES NEW B ILDING IS OCCUPIED} ;' n r EDMOND PUBLf /f AA 1; / EXISTINGEE P ED ESTRI { ----� -� ----- 70(TYP , % , `fir TO OU E ,'/ / C���// MrnoLEv P RKII GARAGtr i EIGHT VICTORIAN ' FUEL ISLAND PUMP LAMP POST �� L � � `` g \ 1/3HP, 120V 1� i r i TYP ` r EH HH '5 250 5th Avenue 116 / .9 EU-81 GTE CROSS CONNECT EDMONDS CABINET (BY GT h y / � E) 1 ►� Q WAou `TOM 12 0: 1 rr% 8 0 2�N 0 u_ 1 /- i 51 D 4� / ,% $ (TY/P ' ;' W El E6.6 5 8 D2 D 1 \ , , ; ;8 ! 100 8 D2 /�/ \' GENERATOR IN %i` 3 W f 100 WEATHERPROOF 4 9 / ,r DD2 9 HOUSING (�/� 101/ 02 P OVIDE GROUNDING L100 ! � f. DD2 Q j EHP1 S-5 ENLA �-- - .� r' DD � BB1 RGED PLAN ,._ I DD2 / 7 100 ! 7Q 2 t 175 4 i 2 � oo �� 11 (TYP) t6•5 IRRIGATION „ " � �_ 13,` CONTROLLER \ � JOIa No,: _ 1.1 E6,6 TO SWBD NDP-PC ' / E1.1 f . (3) 4 CONDUITS • AND EDP-PCBoom �EX ELF-32 Issue • 4 / ue Date. STING POLI E STATION ' 11 CC � � a 1- � �EH F- r (T BE DEMOLISHED)—� UTILITY ; 1 I 70 ' 4 ' �5 C _ �_ METE 8 12 15 9 15 / 2 / /7 EHP1S-1,9,11 1 >( ;) DD � • 11 � BBI D83 2 i / � �C � ; E1.1 F-E�3 S 5 r B83 175 DD2 ? 5 ;�, PRO GROUNDING . ` (3) 4" CONDUITS UP TO 70 7a 100 � m EH�-1 ` 70 100 BB3 S �LARGED DD2 BBB- EE ,� r' f' _� 11 TTB IN COMM ROOM 70 8 \ -- AA f 1 4 \ 100 7 400 PLA i'� i \ Sheet enfs:.µ. 4,{ter 1 6 3 11 EHF-3 x Cont ' 1' 1 -- - - 1 E1.1 E6. 1 DD2 � ' , i� 11 1 ] 100 - HH E 1f { 1 - I 1.1_ 3_... J - - _ _ 1 - --�_ / / ''' �\ / H {� ' 70 16 ___ SITE PLAN 70 GV 1 # - _- �- - -- - - - -- _� - - -- - - _ -- -- — -- -- w ' �'_" �^'_1 i J / { / / ( r,/ / y r / / - - / !1 E L E C T Y 9 A �.._- ��-_— - WORKING ,cif ,---- --- T _��_._ -�_ r ; " ;` ORKING CLEARANCE .,, /,` ,'�/� f I I i i� �` / I -__ ---1- I PROMVAULT► � DE PAD 1 B B - - - -- --=_ -� =� I _ �- L� 14 _ , /' A i D , f BB P r - - -41�.__L_TI_LIIY__TRANSF All material opp g herein constitutes the ORME erin ROVIDE 4- 0 x4 --0 CONCRETE 5 DD2 _ (3)--_GaNDUI-` _l L-1_ L_ -' -_--� I f ;` 4 unpublished and original work of the Arc.-litect _ •` and may not be du li 70 COORDINATE WITH SNO � 1 Y p sated, used, or dis�-�osed ' 70 100 PUD _— _ -_ without the writ ' PULL VAULT WITH SQUARE GALVANIZED ^� �— — ten consent of the Architect. - STEEL L BB2 (3) 4"CQNDUITS / LOCKABLE LID MARK LID n / _ "ELECTRICAL". " ' 7 Lf ,l �'.M,�':1L`L`e^u_-rw _ ,a63S.'`'^..iJ ELECTRICA rn {1^''*�•��,y . sr.K _— — � • COORDINATE � i! � ' SCQI�h _er'.Jtik^^Ir- T�AI'��fSsl j:ti Jc.SH„ •l`FT=ye,"'iY j i EXACT i Ref. North , LOCATION WITH ARCHSI*FE PLAN . I PROVIDE 4 PVC FOR CONNECTION Supplied for Information Only , CALE: 1"=20'-0" TO SNO PUD UNDERGROUND, - - 6TU AVENUE ' COORDINATE WITH SNO PUD. le;, 3 Y4 tceyw 0' Copyright ©1997, Abacus Engineered Systems AN Rights 5--�' G E1-1 PAR — _ w . ]25R1997� D• 1 �•,; ,sxn�l;-,,,,,r,., ..w.,.. - ` , � �sErzoaay2.�a�--a4s aw ���1 d�.�?�?�`!.��'i�'1 e Sheet No.: A v C I � A B . C • • E C Architecture A B � J Urban Desigin Planning interior Des#�grF 1701 Commerce ; A 1 �, '� i } ! � Tacoma, Washington I 98 2 320 206 383-870 206 383-8728 fax 1000 Lenora St. - Suite 405 REFRIGERATOR '' i Seattle, Washington ' 98121-2720 I£�- 1 1 2QC fi22�-946� fax \ \\ I 1 WATER HEATER 1.5KW, 120V, 10 1'3 '1 I Members of The American rT Institute of GF 1' 4D M I N �'� ; Architects KIT./ONE. 13 IG loop 15 1,3 I 11 j - NLC-1113 �; IG �< < A It A C U 15 6 NLC-33 13 1.3 Engineered Systems 401 Second Ave. So. Su*te 201 1304 13 L (206)583-0200 Fox�206)583-M26 - Seattle, Washin ton '� /,--PANEL NLC VAV-33 ! f - " aavaaar�a� 3 1 8HP, 4,5KW - 5 i - -� p p TYP) 480/277V, 30 NHC-31 NHC-32 23 IG �� o NQ N + �o o ; • NLC--9 11 13 15 1 {{ a P of ... •.!�G I CLERKS � NH _ � -- - I o � I VAV-34 15 ARCHIVES NLC-17,19,21 257 23 IG LC 34 E ._ 1 8HP, 5.5KW 26 1 15 19 19 25 i �, - ° 480 277V, 301 G 17 21 - NHC-2 v v 1 8HP N H - , "zasOs NLC--29,31, 3 17 1 NLC-23125,27 l s - , O 1 1 C 7,9 I 21 �� Ia❑ -- ° �� R T/ C O U N C I LEXPIRES: 02--10--99 33 33 ERS BELO 7 27 5G- VAV-32 1 1 FD 1 /3HP, 7K W 9 480/277V, 30 262 - ACTIVE FILES ' 27 25G EF-19 33 C� NHC 2fi f � _ do NL41 ,14,16 VAV-3 80W, 120V91 0 1 /3HP, 8.5KW `� A U f AHU-,4, 5 HP, ,4P 0, 3 "6 NLC-24,2 480/2 7V, 30 5 P 2 (PROVIDE CONN, , 2 VAV-31 COPIER NL �DC ET480V, 30 D D D D DAD° e` OTHERS 1 /3HP, 8,,5KW `25 263 12 EF-21 ON ROOFS D D D D C REF ' 480/277V, 30 'rHCh 2 LIBRARY HC-37 1/30 HPD DDD=r M 254 4 0 I' 9, 3 4 1 14 24 120V, 1 0 D U $' I � .� 2, D D D #�I B O- RS 1 1 I 26� I I (DISC BY OTHERS) ) 8 IG PUBIC n D D C D D d ,1D 16 COUNTER 9; 3 F 8 2 56 Project Title: 16 -NCC-2 18 (2) NLC 5,3 GFCI Iv�0,22 2- A M 35,37 r"Wft9 0 IG 16 11-- 1�6 I K2 LC-1,8,2 ,22 IG ��r_-� CORR. 24 � MECHANICAL MEZZANINE 16 Z DUNDS $ IG J �J Y z 6� SCALE: /8' - or SAFET�; 35,37 EST , NLC-36 p_ }0 • J OF I; 266 ?5z # ��� 4 D 10 4 NH •�19 7 } 6 , 6 - C,.,1- - 1 I VAV-30 GE �� ► 4, 2 1 /8HP, 4,5KW I 480/277V, 30 0 RAC E \, 35, 37 8 6 ' it 4 4/ 1 24 18 1 N C- VFa s FLAGNOTES. 50 5th Avenue i. 1 �-1 18 VAV-2 I 1 COORDINATE RECEPTACLE LOCATION NTH CASEWORK PRIOR TO ROUGH-AN.LL�)MOND`8 r r V-29 D D D D 7E"EATER 1/1 5Iw�IP, 2 ,r PROVIDE ALL NECESSARY MATERIALS. WAQ" NLC 3D,323HP, 6 0 C' D DV 1 480/277V,30 NGTON -----4 0/277V �. D D 3 , NLC-39 D D D D D D 1 2 PROVIDE DUPLEX RECEPTACLE IN WEATHERPROOF ENCLOSURE ON ROOF, 002U ID D ; ADJACENT TO EXHAUST FAN. COORDINATE MOUNTING AND LOCATION WITH 1 'r I ID I D D l ARCH. PROVIDE ALL NECESSARY MATERIALS. �P OVI-DEC N � T � 3 1 D V 0 D 3 ' � B ER -Si C 32 �- i 3 PROVIDE 480V 30 TO ELECTRIC HEAT COIL. CONNECT FAN TO 277V 10 OF 30 14 1 ! 0 U RT/COUNCIL L � B BY FEED. PROVIDE EQUIPMENT GROUND CONDUCTOR. COORDINATE WITH MECH. C 1 ` ROOM I DISCONNECT(S) PROVIDED BY MECH. 3 249 , --�PROVIDE 12DV CONNECTION TO METAL DETECTOR. COORDINATE LOCATION ANa J E{ � D 0 D 0 D 0 0 E D I 0 Ep REQUIREMENTS WITH ARCH AND OWNER, PROVIDE ALL NECESSARY MATERIALS. D D D D D D D E D 0D DD D D 0 0 5 PROVIDE CIRCUIT FOR FUTURE CONNECTION TO DEBIT CARD READER. COORDINATE Job No.: D D D D D D D D WITH ARCH, PROVIDE ALL NECESSARY MATERIALS. • 3QQ D D D D D D` D Issue Date; �A\ 6 PROVIDE RECEPTACLE AT +72" FOR TELEVISION. COORDINATE LOCATION WITH DDDDDDD D ARCH PRIOR TO ROUGH -IN. C 12/15/97 18 1g 30- " AN "N " FOR FUTURE • • .,\ �- 7 PROVIDE JUNCTION BOXES AND 4 CONDUIT TOP EL �.0 O 18 �- LP1 S-8110t12 o POWERED SHELVING, COORDINATE WITH ARCH. PROVIDE ALL. NECESSARY MATERIALS. ,8 • - -� = 8 PROVIDE POWER TO CAMERA OR MONITOR. COORDINATE EXACT LOCATION WITH Sheet Contents. - - 18 - _- -5 OWNER PRIOR TO ROUGH -IN. S T �� I� A C' E } - 'D::� PROVIDE 120V CONNECTION TO ACCESS CONTROLS CARD MEAGER, DOOR LATCH, ETC .UPPER� � LEVEL � PROVIDE ALL NECESSARY MATERIALS. COORDINATE WITH 0\111 NER AND MANUFACTURER. I 6___�____ __ _-__COURTSSOUTH AND MEZZANIN E FLOOR PLANS I I _ POWER All moterial 4 Peering herein conskitukeFs the - - - - - 4 unpublished and original work of the Arc-hitect 4. and may not be duplicated, used, or dis=losed without the written consent of the Arc�mitect. - T ----- --- Supplied for Information Only y, I �4.$lufe� , -� Scale: Ref. North B.I - �, (DatelSrgizatitre) 5 I 1 FLOOR PLANwomoUl"PER LEVEL COURTS4mmoSOUTH OP SCALE: 1 IT =1 -(r S • Copyright 919,7, Ahgcgs Engin€@rec1 Spster-ns, All Righ[l Reservefl. KS_H;\SET2000\2384-048\DWG\E2~-1@[PAPER:SF=1)12-15-1997210:35 n C� ® D E [4 0 U 0 1 0 2 N 4 n • ELP2S a PNL EL I D VAV-1 C' 1/1 5H , 12 �i D 480/ 77V ELP2 3,' VAV-1 1 /3I, 12 480! 77V WAr R HT CIID PU,M & C 1 A6HP. 1 4FLOOR PLAN� � SCALE: 1/g'=1'-0�' 0 C E. i IC COORDINATE RECEPTACLE LOCATION WITH CASEWORK PRIOR TO ROUGH, -IN. l� PROVIDE JUNCTION BOXES AND Y44" ONDUIT TO PANEL EL--PC2 FOR FUTURE 60.0 1PROVIDE ALL NECESSARY MATERIALS. { POWERED SHELVING, COORDINATE WI i ARCH. PROVIDE ALL NECESSARY MATERIALS, 3>N1 PROVIDE DUPLEX RECEPTACLE IN WEATHERPROOF ENCLOSURE ON ROOF, 8 PROVIDE POWER TO CAMERA OR MO ITOR. COORDINATE EXACT LOCATION WITH ADJACeNT TO EXHAUST FAN. COORDINATE MOUNTING AND LOCATION WITH OWNER PRIOR TO ROUGH-4N. MECH. 'PROVIDE ALL NECESSARY MATERIALS. D>sp PROVIDE 120V CONNECTION TO ACCESS CONTROLS (CARD READER, DOOR LATCH, ETC), 3 PROVIDE 277V, 10 TO FAN AND 277V, 10 TO ELECTRIC HEAT COIL. PROVIDE ALL NECESSARY MATERIALI. COORDINATE WITH OWNER AND MANUFACTURER. PROVIDE EQUIPMENT GROUND CONDUCTOR. COORDINATE WITH MECH. i 10 PROVIDE DIVIDED G4000 WIREMOLD WI DISCONNECT PROVIDED BY MECH. TH INTEGRAL DUPLEX RECEPTACLES (STANDARD AND IG) 4. NOT U ED, k 5. NOT USED. UPPER LEVEL POLICE-NOR,rii Supplied for Information Only I-oA-1 3 0 ( er 7 ,, UA-.,( W, Jou-mi --� (DatolSiatiature) L 0 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402--3207 206383-8700 206 383-8728 fax 1000 Lenora St, Suite 405 Seattle, Washington 98121-2720 .� 206 223-2742 206 622--9462 fax Members of The American Institute of Architects 3 11 A orm U S Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washin ton 98104 IL(206)5a3-020a lroxJ20s}5s3-88N 00 "...�,509 srE�°� I o &t EEXPIRES: 02-10-99 Project Title: T Y OF E D M 0 N D%`?� ITV BOBL��� NWV"LST 0 I'LEX _ph _flCi�� �HIII��Tyf: ~ I a 2/i5/s7 Sheet Contents: UPPER LEVEL POLICE NORTH FLOOR PLAN I POWER I I f All material appering herein constitutes the 4 unpublished and original work of the A- hitecl and moy not be duplicated, used, or d�.�losc without the written consent of the Arc--iitectl a �, ::tFr ' y^Y fi���!�T,a.�..�✓FS.w!'N L°Y ti.r- 1fa'y�`T�!4"��rF"s Y... cr in�,4 <:.'.i..^,J.•�:'— "'°-rtslt"A:..d�c.r•,��""w:�w. �{#:L .a-lM'`'F�"r_���'�~: �- i'_'"' ' "l1V.l Scale: Ref. North, F t I �I I j\rtI` V ' 1 Sheet No.: I f r r Copyright 01997, Abacus engineered Systems, All Rights Rdtervdd. KS-H;\SET2000\2384-048\DWG\E2-2@[PAPER-SF'=1712--15-1997ei0:49 • • 3 4 ELP1 S-23,25,27 EF-4, 405W 120V, 10 (DISC BY OTHERS E LP 1 S -19, 21 XFM R T-EP PANEL ELP 1 S ELP1�S --1,3 PANEL EI-lP1 S SWBD EDP -PC SWBD__N D1_-PC MAI XFMR T-NC ECTF 15C ' B EF-1, 80W 120V, 10 'T (DISC BY OTHE 3 LIGHTING CONTROL FIRE ALARM PA ELEVATOR F6 )------CAB LIGHTS— __/ ELEVATOF ELP1S-43 25MP 480V, 30 • EF-3 80W 120V, 10 FLOOR PLANaw'm %—SCALE: 1/8"=1'-0" B (FKUVIUt GUNN 10 VF L). VFD BY OTHERS) LOWER • C FLAG NOTES: 1. NOT USED f Z � PROVIDE DUPLEX RECEPTACLE IN WEATHERPROOF ENC SURE ON ROOF, ADJACENT TO EXHAUST FAN. COORDINATE MOUNTING AO LOCATION NTH MECH, PROVIDE ALL NECESSARY MATERIALS. 3 PROVIDE 277V, 10 TO FAN AND 277V, 10 TO ELECTRIC i HEAT COIL. PROVIDE EQUIPMENT GROUND CONDUCTOR. COORDINATE E DISCONNECT PROVIDED BY MECH. 4. NOT USED 5, NOT USED, WITH MECH. 6 PROVIDE RECEPTACLE AT +72" FOR TELEVISION, COORD NATE LOCATION Vvi TH ARCH PRIOR TO ROUGH -IN. T NOT USED. 8 PROVIDE POWER TO CAMERA OR MONITOR, COORDINATE OWNER PRIOR TO ROUGH -IN. LEVEL POLICE-NORTII kCT LOCATION WITH • PROVIDE 120 PROVIDE ALL 10. NOT USED. D V CONNECTION TO ACCESS CONTROLS (CARD READER, DOOR LATCH, ETC), NECESSARY MATERIALS, COORDINATE WITH OWNER AND MANUFACTURER, 11 PROVIDE SWITCHES IN IN CELLS, PROVIDE Al t2 PROVIDE PLU 12%12" LOCKED BOX AND CONNECTION TO FLUSH VALVES NECESSARY MATERIALS, COORDINATE WITH MECH AND ARCH, GMOLD WITH OUTLETS 12" OC. PROVIDE ON GFI BREAKER IN PANEL. 13 PROVIDE 120V CONNECTION TO FUME HOOD LIGHTS AND RECEPTACLE, COORDINATE WITH MECH AND ARCH.I 14 PROVIDE SHUNT TRIP �IRCUIT BREAKER/DISCONNECT AND CONNECTION TO ELEVATOR EQUIPMENT. COORDINATE ADDITIONAL REQUIREMENTS WITH ELEVATOR INSPECTOR, FIRE MARSHALL AND MANUFACTURER, PROVIDE ALL NECESSARY MATERIALS. i E EF-10 83W 120V, 10, (DISC BYZ ERS) EF-20-983 W, -t2QN O 1 (DISC BY OTHERS) .DUSTING s ATION 120V, 1 EF-11, 217W; 120Ve 10 (DISC BY OTHERS) GARAGE D06, 120 , 10 EF-231 129W,1 120V, 10 (DISC BY OTHERS) GARAGE DO DR, 120V9 10 UH-1, 3.3KW • (DISC BY OTHERS) GARAGE DOOR 120V, 10 - UH-2, 3.3KW 4SOV, 30 - EHP1 N-31 ELP 1 N7 3093234,36 EF-5 325 W 120V, 10 (DISC BY OTHERS) STATE OF VVA< . Ti-� --- DEPT OF LABOR �,�f�Ji7{L15IIG5 ELECTRICAL 1 _rIIJ 1�EVlEW SECTION AH1Ir..QVFD DEC 3 4 1997 5U6JECT 70 C )pE ANr� �v � L1-tLi i i , Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma Washington 98402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle. Washington 98121— 2720 1 206 223-2742 r 206 622-9462 fax Members of The American Institute of Architects 3 �►BACVS Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washington 98104 L (206)5B3-0200 Fox(206)583-M26 I Project Title: V�0T Y OF EDMONDS L C U SAFET 'LE C 0 M 'ro A ADO]13[�7f11C �-SHII1 TJI Sheet Contents: i LOWER LEVEL POLICE NORTH FLOOR PLAN POWER a j All material oppering herein constituter the, 4 unpublished and original work of the Architect; and may not be duplicated, used, or dis.:iosed without the written consent of the Arc:-iitecU "i+] jlr'J'r•vj�"S�it% � ' ,{. a ,�_ .� �f . ,d "' .i�l cR ,y - lY�.i{{ju.h:4M1F� MIS tMi _ �Il/ht71F'�LII.'�1�°�iYii�1:i 'J '' Scale: Ref. North,, I i 0 PWT� 11"1;7.1 f I ,: � .� S.r. LiAi'i �r.j, V�•.•y..�Y ••�'Si.r{ ��F=. ilW' .'.��i.. ,� LRy, � 'Cii{:Af Sheet No.: i �FFtefll 1 "f 13 _� Copyright 0 i 997, Abacus Engineered Systems, All Rights Reserved. KS-H.\SET2000\2384-048\DWG\E2-3PCPAPER!SF=1)i2--15-1997e1Ill 7 �rF�r� lY3�y3 j• '� E F• i� 0 x 2 • 3 • 4- Copyright Q 1997, Abacus Engineered Systems, All Rights Reserved. TWG_WIN,_I-i: \SET2000\2384-048\DWG\E3--1@[PAPER: SE--1 ]12-11-1997@16:13 0 • B • C FLOOR PLAN -UPPER LEVEL COURTS -SOUTH SCALE: 7/8"=1'-0" • D 2 MECHANICAL SCALE: 1/8'-7 *—Cr FLAG NOTES: PROVIDE UNDEt2CA81 NET FIXTURE TYPE "N" ON OWNER -PROVIDED FURNITURE, PROVIDE ALL MATERIALS. COORDINATE LOCATIONS MOUNTING REQUIREMENT AND CONDUIT FEEDS WITH OWNER AND ARCHITECT. COORDINATE FIXTURE LOCATIONS WITH MECHANICAL EQUIPMENT PRI 3 PROVIDE CONNECTIONS TO OWNER PROVIDED 26% COMPACT FLUORESCENT, 120V WALL SCONCE OR TO ROUGH -IN. PROVIDE DIMMER AND ALL OTHER NECESSARY MATERIALS, COORDINATE PRIOR TO ROUGH -IN. 49 NOT USED. 5 PROVIDE STRIP FIXTURE IN ARCHITECTURAL COVE, SEE ARCH PRIOR TO ROUGH -IN. 6 LOCATE ALL COURT ROOM SWITCHES IN THIS LOCATION. 7 FOR FIXTURES THAT ARE DUAL SWITCHED, THE INNER L FROM THE OUTER LAMPS. . LOCATION WITH OWNER ARCH DETAILS COORDINATE WITH AMP WILL BE SWITCHED SEPARATE Supplied for Information only - (Datel icgnature) • 3 • Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 .� 206 223--2742 206 622-9462 fox Members of The American Institute of Architects A C U S Engineered Systems ' 401 Second Ave. So. Suite :201 Seattle, Washin ton 98' 04 ■ (206)583-0200 Fa 206)583-8826 >a°°❑❑C7°Qo ON ° E I a ES: 02--10.99 Project rue: EDMONDS ' r I'LIC 0 U'D9 SAFEI T Y �( i 2509 5th Avenue EDMONDS r�� 46, .� 4 Sheet Contents: Er UPPER LEVEL COURTS SOUTH AND MEZZAN NE FLOOR PLANS LIGHTING All material ❑ppering herein constitutes the 4 unpublished and original work of the Arc -iitect and may not be duplicated, used, or disz losed without the written consent of the Arc:-,itect. �_ ..�R,�4y.��. �,Y .J,�.• ad,''t�� ,? I � T'�.�:'-� I �iF� i �i ,w. Psi .,, ,' u,.. ' Scale: Ref. North 0' , Sheet No.: el • C • 0 A i B i C i D 0 E • N N • 3 4- Copyright 01997, Abocus Engineered Systems, All Rights Reserved. KS—H.- \SET2000\2384-048\DWG\E3-2@(PAPE R: SF=1]12--15-1997@11: 18 A FLOOR PIAN"m"UPPER LEVEL POLIC&*mNORTH 1 SCALE: 1/8"=1'—O' 0 B 0 M E A 0 Supplied for Information Only � a -7 Keslzwe 1"J C71 (Datel ,igdfiature) • s 3 0 Architecture Urban Design Planning Interior Desigi r i 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 10D0 Lenora St. Suite 405 Seattle. Washington 98121— 2720 206 223--2742 206 622-9462 fax Members of The American Institute of Architects A Ca U�' Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Woshin ton 98104 Ilk (205)583-0200 Fox206)583-8M i NON o Q a 4 a EXPIRES: 02-10-99 Project title: CITY OF EDMONDS Q�AFEI 'Ski P U' C @JAN EL�f n(1C� S Ifl �T Dili 12/15/97 Sheet Contents: UPFE Fe LEVEL C "' T H POLI.... NOrr" fFLV02`0R PLANm All material oppering herein constitutes the unpublished and original work of the Arc.nitect and may not be duplicated, used, or disclosed without the written consent of the Arcs-iitect. 'Yk iY fLwT•_,_vrl� Scale: Ref. North I j E F � I 01 E f'L�Jin iRJ ,4b •SA .�^ *��RI^' i', �1 `J�•.� � 3 .J}�} V .crAt. 1 .i Sheet No.: io 63112 5 .4 A ® B C a • E IL Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 5 I G OTEbo 1000 Lenora St, Suite 405 Seattle, Washington 1 PROVIDE UNDERCABINET FIXTURE TYPE "N"I ON OWNER -PROVIDED FURNITURE, PROVIDE ALL 98121-2720 1 MATERIALS. COORDINATE LOCATIONS MOUNTING REQUIREMENT AND CONDUIT FEEDS 1 205 223-2742 I 206622-9462 fox WITH OWNER AND ARCHITECT, f I 2 COORDINATE FIXTURE LOCATIONS WITH MECHANICAL EQUIPMENT PRIOR TO ROUGH -IN. The American Institute of Architects 3, NOT USED. ABACU5 4 PROVIDE 120V CONNECTION TO ELEVATOR CAB LIGHTS. I Engineered Systems 401 Second Ave. So. Suite 201 ! I Seattle, Washin ton 98104 (2as}5�-zoo Fax�zos}��Sz� 5 PROVIDE STRIP FIXTURE IN ARCHITECTURAL COVE, SEE ARCH DETAILS COORDINATE WITH ARCH PRIOR TO ROUGH -IN. ��QfloavQ��o , 6 LOCATE ALL DETENTION AREA SWITCHES I THIS LOCATION. ��AON • ° ''G, I 4 .• � } 7 FOR FIXTURES THAT ARE DUAL LAMPED, E INNER LAMP WILL BE SWITCHED SEPARATE . FROM THE OUTER LAMPS. 4 ' rr 8 UP TO FLOOR ABOVE. a 9 THIS FIXTURE IS NOT TO BE CONTROLLED BY OCCUPANCY SENSOR. IT IS TO REMAIN W-PIRES: 02--10—gg ON 24 HRS/DAY. SET OCCUPANCY SENSORTO 30 MINUTE DELAY. 10 FIXTURES CONTROLLED BY PHOTOCELL, RO TE CONDUCTORS THROUGH EXTERIOR LIGHTING ` CONTROL CONTACTOR. 2 �~� I �� D3 D1 � 2-32 32 I D 3-32 ri 23 MP-4 D 11 g # 7 7 17 7 1 17 1 3 23 23 y 23 �' TY �j LAB 3- , C_ 3E4'19 1 a b 7 b b a13 a c b 23 t b STn 7 1 PR CESSING 9 EVIDENCE ' - El 49 I I_ _ /? Project Title: -' 17 13 P P F) P E R T�' 2� 2 T—, PFuc -�L ;T # . � 1 1 1 17 32 17 1 15 19 - ` '� — =-� 2-32 0 of #9 a a b b �- �- 1 19 � 17 LL} I 5 23 23 23 23 23ississississississisv =2 1 19P - C TY OF !D R,. OM/7D�— ;D1 0 EDMONDS I , p � � 17 a 1 09 �a a b a E 2`32 r 17 - - 3 D2N b a 23 a, 5 B I O !-� �� _ ---� D D AFET tE 23 IV 19 D • — � 1 19 b KK • , 17 0 2-40 23 !23 I 23 Q LEvAl a - STAI R 175 (] 17 I 9 r 1 19 19 ,b �C 15 C �., R 5 F �I �lE MEI \ a�, I 23 a i E S T. 7; 2' �. O M E 23 b b a 23 1 23 b b I F 1 1 0 1 b V-32Its? 1! T. PARKIN I z-4o 3 3 P o a = 17 10 17 P 1 23 23 2 a 15- G A R A G I 3 a r _ 2-32 M a � 232- 17 K 23 �- 2 I 0 I 2,50 lih Avenue I:• R U 170 5 1 17 b b VEST. El A,PANEL EL--PC1 I a, 1 # 7 zb 17 5 2-32 a v d d o I KK 15 Z __ 1 1 4 0 1 10 18 175 EDMONDS � PANEL NI-I--f'C115 32 -- 32f `%TnN WASn"INUf 15 15 15 5 _ � N/sissiC �ORRIGOR 15 12 z z 15 z z EH P 1 19, 23 a 2-40 1 ° °j 20 15 '� ' 15z 138 15 z 15 15z 15z 15 I E3.3 El (5 17�7 - - - - -- ! 23 F E o EHP1S--25 1Q K I Wil-WR so 15 g 1 C 15 I Lc I L E F 2 32 z 21 z - I I I - 2-40 15 1 M A I N f 2.32 I = I B1 .0 . B- 21 b 21 b 21 b 1 b 21 b 21 b 21 b 21 b 1_ 2-40 a- 2 32 19 15 -32 STAIR I 3_32 a� 44 2-3 SQUAD PANEL EL C1N 15 _ -- EHP15-15,17 E� ECT L C Li47 3� r P TR �z IN SALLY PORT I 2 oil ROOM PATROL PANEL EH C1N I 19 ! PANEL EH-PC1 17 2-4o i _ IF145 21 41 E RGEAN TS 1919 11MAf�J 15� �] V- all 17 Of� M �..�,�.�.. I 14o b BOOK11\+ 9 1 21 21 19 ° 9 1 51 21 I` IT. L` )l ' � 3-32 1 25 � 3 32 0..� 19 LIGHTING z .— -�...� � 19 BY I 21 21 21 121 a 4_ 1 a 21 a 21 a 121' a 21 o 21 a 21 a I NT, 1 Job No.: CONTROLS t- _ 15 I 15 ��- a a 9 9 f I M E C H p D p �B. { C 0 R. I K 2 -2 S 2-32 2-32 2-32 PATR C 2- 2 - EL L /_0A Issue Date: Il Z 2-40 1 � , I 1 46 2-.32 WORK - \ 2-32 139 15 19 19 S 19 1 E 15 21 21 ce d c 19 21 21 21 _L EO 1 1921 12/15/97 ~ �721 a 21 a �21 a 21 a 21 a 21 a 21 a 21 a !� q 6_ - _ L�3 - --__ — o o a — o p - -�32 2 32 2321 3Z FS 4,xs r Sheet Contents: V L T _- _- POLICE NORTH FLOOR PLAN1110 I LIGHTING All material appering herein constitutes the ,4 unpublished and original work of the Architect �` and may not be duplicated, used, or dislinlosed without the written consent of the Arc. iitect. STATE ph�a ❑EPT. OF LABOR & II11 USTRIES Ref. IV4fth E[ ECTRICAf PLAAJ FiEVIfrW SECTION Scale: APPROVED a DEC 3 0 1997 SUBJECT 7q DOCT �. ANO FIE! �` 'FI..00R PLAN L 1 R LEVEL 1�OLICE4iNORTH �Y �o: SCALE: 1IT--1'--Cr „ Sheet No.: Copyright 0 1997, Abacus Engineered Systems, All Rights Reserved. FLA , KS-H:\SET2000\2384-04B\DWG\E3-312[PAPER:SF=1112-11-1997P_09�05 0 • • r • • - - .- • f i C i Psi i C • diw 1 i 4 rI�' B • 2 MECHANICAL SCALE: ,fie'=,•-o' FLAG NOTES: MEZZANINE 1 COORDINATE RECEPTACLE LOCATION WITH CASEWORK PRIOR TO ROUGH -IN. PROVIDE ALL NECESSARY MATERIALS. 2� PROVIDE �a" CONDUIT FROM EACH VOICE/DATA DEVICE UNDERSLAB TO MAIN COMM ROOM IN LOWER LEVEL. PROVIDE Y4" CONDUIT FROM EACH MICROPHONE LOCATION TO STORAGE ROOM 251. PROVIDE 24"x24"x6" HINGED -COVER JUNCTION BOX IN STORAGE ROOM 251 WITH (2) 2" CONDUITS UNDERSLAB T ROOM °� PROVIDE (1) 4" CONDUIT TO ROOF OF COURT ROOM FOR CONNEC O MAIN COMM N TO FUTURE ANTENNA. STUB AND CAP WITH WEATHERPROOF FITTINGS. COORDI EXACT LOCATION WITH ARCH AND OWNER. SHEET NOTES: A. PROVIDE J-HOOKS ON 5'111-0" WITH CEILING TILES, COORDI CENTERS DOWN LENGTH OF ALL CORRIDORS NATE MOUNTING WITH ARCH. LIMITED ENERGY 5Y5TEMO NOT 50JECT TO ELECTRICAL FLAN REVIEW N ATE Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383--87DO 206 383-8728 fax 10DO Lenora St. Suite 405 Seattle, Washington 98121-2720 206 223-2742 1 206 622-9462 fax Members of The American Institute of Architects A 0 A C U S Engineered Systems j 401 Second Ave. So. Suite 201 MELSeattle, Washin ton 98104 (206)583-0200 f ox206)583-BM i 3 • 0 EXPIRES: 02--10-99 Project Title: �J T Y OO I PUBLC� SAFET, C 0 M nuo— L E %Af DI �fIL�� V/kSHlll ':}�I: �%� s�e�'Ihk�+L'i'4Sr'�ca+8',2`�;•i�t4�;'.cts:.:3_ .;*--•,,r.�.,. i.��� 3hF' i •liA'.�Y'� 3' tyl 5 L FLOOR _ PLANw,%w SCALE: m Erigirc-prc.d §.rtem§; A,11 Right". Feservea: KS_H: \SET2000\2384-048\DWG\C4-1 9( PAPER: SF=1 ]12-15-1997@08: 07 UPPER LEVEL COURTS -SOUTH RM��. 9r`7,.. � 5w.::—r.}-1"t R,t'+7iil`f�C rr.` r•.'1i fs n ' Y,� • $1:—"15.�.;.�.�.VJfjll.Tu t��a� .�a'��fi7L� r Sheet No.: A 0 C • C • E w • 2 3 FLOOf2 PLAN-UPP'ER � f SCALE: 1/8'=1'-0" LEVEL POLICE -NORTH LIMITE 0 ENEK GY OY5TEM5 NOT SU1 JECT TO ELECTRICAL FLAN REVIEW • • rr L 3 Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121— 2720 206 223-2742 206 622-9462 fax Members of The American Institute of Architects , A It A Co U 15 Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Woshin tan 98104 (206)583-0200 FaxJ205)583-M26 ON.� $5 Project Title: CITY OF EDMONDS U 19' P L C A F E T1 • PLEY, Df �fIL�� fi II1 aT'��I 12/15/97 Sheet Contents: All material oppering herein constitutes the-, unpublished and original work of the Architect and may not be duplicated, used, or disr_losed without the written consent of the Arc.-iitect_ +w �'Jfl'fiiillCsnr.�=kitF Crr:Suh.tSi�a:.� :itA?,�L�.u°���=,`��Sriin�t � i • jj "L •,L Scale: Ref. North 0 Sheet No.: Copyright ®1997, Abacus Engineered Systems, All Rights Reserved. KS_H: \SET2000\2384-D48\DWG\E4-2®[PAPE R: SF=1 ]12-15-1997@08: 40 B • 0 • C D • E • I i i F� I ti k a. 2 • 3 4 M SEE SHEET E1.1 FOR CONDUIT QUANTITIES AND SIZES TO FIRE STATION ;FLOOR_ PLAN- ')s(ALE: 1/8"=1'-0" c� o LOWER FLAG NOTES:. 11 COORDINATE RECEPTACLE LOCATION WITH CASEWORK PRIOR TO ROUGH —IN, PROVIDE ALL NECESSARY MATERIALS, PROVIDE UNDERGROUND CONDUIT TO PARKI COORDINATE WITH OWNER AND ARCH. PROVIDE (1) 4" CONDUIT TO ROOF OF COU NG GARAGE OR SALLEY PORT. RT ROOD FOR CONNECTION TO FUTURE ANTENNA, STUB AND CAP WITH WEATHERPROOF FITTINGS, EXACT LOCATION WITH ARCH AND OWNER COORDINATE . 4 PROVIDE (2) 4" CONDUITS AND (2) 2" CONDUITS UP WALL AND STUB OUT INTO CORRIDOR 242 ON FLOOR ABOVE FOR COMMUNICATIONS. PROVIDE BOX AND CONDUIT FOR FUTURE SWITCH TO TURN OFF AUDIO/VIDEO. PROVIDE WP JUNCTION BOX WITH BLANK COVER PLATE AND Y4" CONDUIT T4 SALLEY PORT 123 MOUNTED ON CANOPY UNDERSIDE. COORDINATE ADDITIONAL REQUIREMENTS WITH ARCH PRIOR TO ROUGH —IN. 7 PROVIDE JUNCTION BOX WITH BLANK COVER PLATE I FOR FUTURE BAR CODING. PROVIDE Y" CONDUIT TO MAIN COMM. ROOM. D PROVIDE (4) 4" CONDUITS AND (4) 2" CONDUITS STUBBED OUT THROUGH WALL ABOVE BACKBOARDS, 9 PROVIDE WP JUNCTION BOX WITH BLANK COVER PLATE AND Y" CONDUIT TO SALLEY PORT 127, MOUNT BOX ON POST (BY OTHE S), COORDINATE ADDITIONAL REQUIREMENTS WITH ARCH PRIOR TO ROUGH —IN. LEVEL POLICEmawmNORTH SHEE OTES-D A. PROVIDE' J--HOOKS ON 51-0" CENTERS DOWN LENGTH OF ALL CORRIDORS WITH CEI NG TILES, COORDINATE MOUNTING WITH ARCH. B. PROVIDE (2) 1" SPARE CONDUIT STUBS INTO ROOMS 106, 1139 125, 139, 140 AND 141 FOR FUTURE SECURITY EQUIPMENT CONNECTIONS, PARKING GARAGE LIMITED ENEKGY 5YOTEMO OT5Ue AN REV 0 �7 3 • Architecture Urban Design f Planning Interior Design; 1701 Commerce ; Tacoma, Washington 98402--3207 206 383--8700 206 383-8728 fox 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 1 206 223--2742 206 622-9462 fax Members of The American Institute of Architects B A C U Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Woshin ton 9E-1C L (206)583-020o Fox 206)583-3826 Project Title: CITY OF ED M ON 10.0/� � SAFE��I ULULInn 'LEv AD I00flED) 01" Jab No.: R i Fig-��� i. ft�JJ Lti�itr.ttiis ii -i. Sheet Contents: LOWER LEVEL POLICE NORTH FLOOR PLAN= SIGNALS All material oppering herein constitutes the 4 unpublished and original work of the Arc `iitect and may not be duplicated, used, or disclosed without the written consent of the Architect. I �Yi 1Nr. {�likdk' ,y' �. i. e,. r,�}�.f I i gin. r' .+ii i, ��r';•�Y Scale: Ref. North r61M L Copyright 0 1997, Abacus Engineered Systems, All Rights Reserved. KS_H: \5Ei2000\2384--G48\DWG\E4-3@[PAPER: SF=1]12--15-1997@09: 09 ''�".rtl'�dlil•Y3:Ai.i�k1'�SK�'ar`�ibiS.iwi�Yr.O��Y.:7s.� �r Sheet No.: r'1 • A o B C • u- 1 r 0 2 • 3 4 a � FLOOR Pl.,,,A-N— UI'{'ER STORAGE LEVEL COURTS —SOUTH �7� 2 MECHANICAL sue: ,i�-,•-m MEZZANINE SHEET NOTES, A. THESE DRAWINGS ARE FOR BIDDING GUIDANCE, ONLY, THEY DO NOT REPRESENT AN APPROVED DESIGN. CONTRACTOR MUST SUBMIT PLANS TO AHJ FOR APPROVAL. CONTRACTOR MUST PROVIDE ALL MATERIALS TO SATISFY AHJ AND SPECIFICATIONS, CAREFULLY READ SPECIFICATIONS, FOR ADDITIONAL INFORMATION, B. ROUTE ALL DEVICES TO FCP IN MAIN ELECTRICAL ROOM. PROVIDE ALL NECESSARY RACEWAYS AND CONDUCTORS. Ce PROVIDE 120V CONNECTION TO ALL FIRE/SMOKE DAMPERS, COORDINATE WITH MECII AND ARCH, MITE ENEKGY SYOTEM6 NOT 50JECT TO ELECTRICAL PLAN REVIEW i • • Architecture Urban Design Planning Interior De:sig 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 9812 1 —2720 1 206 223--2742 206 622-9462 fax Members of The American Institute of Architects B A C U So Engineered System; 401 Second Ave. So. Suite 20 Seattle, Washin ton 9810� (206)583-0200 Fox�2D6)583--587- EXPIRES: 02-10-99 Project Title: �u TY OF EDMONDOIJ PMo�O(� A�C�1 C MFLEX M F*T11CI)� /F�,Hlfl ?'�ifi /15/97 Sheet Contents: ; All material appering herein constitutes the 4 unpublished and original work of the Ar-hitecl and may not be duplicated, used, or dis closec without the written consent of the Architect �.A�cit�S.+i 4x.`�1,�• ! �{r` r�.i .� i'r �{ � �R �yT+y i.x Scale: Ref. North Copyright 01997, Abacus Engineered Systems, All Rights Reserved. KS-;-1,\SET2000\2384-048\DWG\E5-I@[PAPER:S1==1112-15-1997L09:15 o, , Sheet No.: AU W AM 0 0 L ■J i� 2 3 1 FLOOR PLA.W SCALE: 1 /8" =1'-0" SI-IFFY NOTES;— A. THESE DRAWINGS ARE FOR BIDDING GUIDANCE, ONLY, THEY DO NOT REPRESENT AN APPROVED DESIGN, CONTRACTOR MUST SUBMIT PLANS TO AHJ FOR APPROVAL, CONTRACTOR MUST PROVIDE ALL MATERIALS TO SATISFY AHJ AND SPECIFICATIONS, CAREFULLY READ SPECIFICATIONS. FOR ADDITIONAL INFQR�AAi'ION. -UPPR LEVEL POLIC&�NORTII B. ROUTE ALL DEVICES TO FCP IN MAIN ELEC ROOM, PROVIDE ALL NECESSARY RACEWAYS AND CONDUCTORS. C. PROVIDE 120V CONNECTION TO ALL FIRE/SMOKE DAMPERS. COORDINATE WITH MECH AND ARCH. FLAG NOTES.. 1 PROVIDE EXTERIOR BELL ON BUILDING, COORDINATE OWNER AND ARCH. PRIOR TO ROUGH IN. =NOT lTI7iEGY aYSThJEGT TO ELECTRICAL I"LAN R EV EkVA' LOCATION WITH 0 3 Architecture Urban Desigln Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fax 10DO Lenora St. Suite 405 Seattle, Washington 98121--2720 206 223-2742 206 622-9462 fax Members of The American Institute of Architects A 19 A C U 15 Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washin tan W 04 (206)583-0200 FaxJ206)583-5826 Project rua: TY OF EDMONDS ruLgL (u SAFET PEE 1 E D �►�1 �i) ��l C� �� 12/15/97 Sheet Contents: All material oppering herein constitute-s the 4 unpublished and original work of the Ar-_hitect and may not be duplicated, used, or dis_:losed without the written consent of the Arc.litect. n n L xa i", 4 a •.k. li. i 1?r � \ er •4 {i t�if ti•LL.1�`}�: } 'y=1l.fii�T,�' F,,�k'<<1. 4�, 7t��J..s�:f;•�R-;�y=�e`n;�yA.yi�'Fi t.� �.1C.1:.G2�NYii...�..... �kriyirnIIbJY,�.eer:�3+f�Y•l�.L�' _. i i 1_..•. s'NJr_lfit:ac.,:.f.�-s,• Sc6ale: Ref. N(:Drth O' ,,�kfl •' r•r� ,i safq. �r..y ;'�•r F r,`4�y��5�'�.�''• {.'u.`,�la. 4.4. e.`':. ;'�Jr•t iwcS��.4+.�'�.��•r�'�:��'*i.iw'�.1.•`.� �..•f.r�� r ti. 7 Sheet No.: Copyright Q1997. Abacus Engineered Systems, All Rights Reserved. KS.H,\SI"i2000\2364--048\DWG\E5-2e[PAPER:SF =i3i2-iS-1997R09c17 • D • A • 0 • C • C 0 C • x • 2 • 3 4 SHEET NOTES: � A. THESE DRAWINGS ARE FOR BIDDING GUIDANCE, ONLY, THEY DO NOT REPRESENT AN APPROVED DESIGN. CONTRACTOR MAST SUBMIT PLANS TO AHJ FOR APPROVAL. CONTRACTOR MUST PROVIDE ALL MATERIALS TO SATISFY AHJ AND SPECIFICATIONS, CAREFULLY READ SPECIFICATIONS. FOR ADDITIONAL INFORMATION, B. ROUTE ALL DEVICES TO FCP IN MAIN RACEWAYS AND CONDUCTORS, ELEC ROOM. PROVIDE ALL NECESSARY C. PROVIDE 120V CONNECTION TO ALL FIRE/SMOKE DAMPERS. COORDINATE WI1H MECH AND ARCH. FLAG NOTES: 1. NOT USED 2 PROVIDE SINGLE STATION SMOKE DETECTORS IN SLEEPING ROOMS PER NFPA72, COORDINATE REQUIREMENTS WITH AHJ, PROVIDE ALL NECESSARY MATERIALS, 3� PROVIDE CONNECTION TO ELEVATOR RELAY PER ELEVATOR INSPECTOR AND FIRE MARSHALS REQU REMENTS. PROVIDE ALL NECESSARY MATERIALS, P>Ig PROVIDE SMOKE DETE TOR IN CHASEWAY, MOUNT INSIDE RETURN AIR DUCT. COORDINATE WITH MECH, PROVIDE ALL NECESSARY MATE 5� PROVIDE CONNECTION FROM FCP TO POST INDICATOR VALVE, CIVIL FOR LOCATION. PROVIDE ALL NECESSARY MATERIALS. tv tNt1! UT 5Y5TEM5� NOT 50JECT TO ELECTRICAL FLAN REVIEW . 1 FLOOR PLAN-aw"LOWER LEVEL DUCE- WORTH SCALE: 1 f 8" = 1 -- T Copyright 01997, Abacus Engineered Systems, All Rights Reserved. KS_Hl\SET20v0\2384--048\DWG\E5--3RCPAPER.-SF=1312--15--1997209,24 C D RIALS. COORDINATE WITH E I Architectures Urban Desiog¢ Planning Interior Desigi I 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 10D4 Lenora St. Suite 405 Seattle, Washington 98121-2720 .� 206223-2742 206622-9462 fax Members of The American Institute of Architects k B A C U -i Engineered Systemmi 1 401 Second Ave. So. Suite 201 Seattle, Washin ton 9810-A IL (206)583-0200 Fox�206)583-88'Lo ; oQQQ�v o 4N..o . �� �'Aa Project Title: C�TY OF EDMONDS G°�NJC�L C SAFEI CO PLEY f�1 I ED) Sheet Contents: All material appering herein constitutes the 4 unpublished and original work of the Architect and may not be duplicoted, used, or dis'_losed without the written consent of the Arc-itect. SWI; `w;i1 ii�/N.t '{ Y' Ix} � ,i,i1 ,� •+'tw. t� .'v. ;tt � :Li'•7��[ i a s-i.. - f ` !�i Scale: Ref. North NIA r• ly j�•�. �.S•.j}�;]� ±h"iLri �zy...t �W �,�-}'`ry �'ljr ��'i�"/a'� f' r 5r tti ��i CY►�ir{idi}aYll��,mpii. Sheet No.: ° C • D s EM Nfl • • h FIRE STATION POLICE/rCOURTS BUILDING Architecture Urban Design Planning .(SEE SCHEDULES ON SEE SCHEDULES ON _ SHEETS F--E6.2 SHEETS E6.2 & E6.3 ) Interior De;igrr PANEL PANEL PANEL 1701 CommerceL 2 ELF EHF Tacoma, Washington 98402-3207 206 383-8700 206 383-8728 fax 60 ,� 22, 771 1000 Lenora St. I r Suite 405 Seattle, Washington 225 FEEDER TYPE SEE g 8121-�2720 SCHEDULE BELOW (TYP) 9206 223-2742 0,6N 1 206 622-9462 fax .25 1,5N 6N 1 I Members of The American �CFM R T-EF institute of - ' 75 kVA, 30 1. Architects 480 - 208Y/120V ABACU S Engineered Systems 401 Second Ave. So. Suite 201 225A 225A 100A Seattle, Washin ton 9E 104 125 1.50 �00 (zos)5�-ozoa pax 206}W-3826 r q=ZLt48J5 1 QL //� 6 5 4 3 1 aL7p�� �1 O 1 800 • o �o i s C7 SaQA 8N 2.5N PROVIDE ALL PANELS WITH DOOR -IN -DOOR �� ''••. 85as ��� 3-POLE COVERS, SEE MID) O � STANDBY EMERGENCY I ATS 2 }L008O (EMERGENCY) DISTRIBUTION 1, 859 - SWBD "EDP-F" r--�qmgLo733 2.5N TYP E6.5 aonExPIRES: Q2-10--99 600A BUS, 480 277V, 30PANEL PANEL PANEL PANEL PANEL SE LABEL 1 EHP2N ELP2N ELP2S✓ NHC N 1/ 3 8aQA gN LC $ SE LABEL Cs 400A 225A 225A 12,423 FN4,235 1 6, 177 800 250 250 SPACE SPACE SPACE 00 100 2 123,820 i f r t I r' 1 2 3 4 5 6 C N r 1,25N 8,329 1N 6,549[5s,192.. MEZZANINE UPPER LEVEL u. , s Project Title: NORMAL DISTRIBUTION PROVIDE SERVICE .25 PANEL PANEL PANEL PANEL SWBD "NDP-F" GROUND PER 1N I EHP1 N� ELP1 N ELP1 S t/ EHP1 S . 1200A BUS, 480/277V, 30 NEC 250T Y ' SE LABEL ` 25 HP � � • 125FF EDMOND9 ELEVATOR 1, 75N XFMR T—NC • 225 413,437 30 kVA L b 12NqL1873 175 480 - 208Y/120V • 1 0 M L E 1Aq r EMERGENCY DISTRI UTION 0.5 '25 225 1.75N SWBD "EDP -PC" 1 r„. NORMAL DISTRIBUTION 600A BUS, 480V, 30 � ` „ " 1.5N XFMR T-EP - r-Y _ SWBD NDP—PC SE LABEL 150 kVA, 30 ,25 .25 400A BUS, 480 277V 30 480 - 208Y/120V 2,25 0,5 � SE LABEL 2,50 5th Avenue V ENCASED IN CONCRETE 80`C RISE EDMONDS 225A 225A 10oA 1 w E QaA 100A 100A 200A W A H � �jT 0`* N SPACE SPACE SPACE gp 25 1 5Q (225 225(50SPACE 175 SPACE SPACE SPACE 1 480 2 0 3 500 kW GENERATOR � 14,104 q2,545 480Y/277V 8 7 6 5 4 3 N G 2 1 :� 3'" 3 . � � 1 2 40 N G 4 5 6 800A4'20.985 CHILLER fiaD 250 MAIN LEVEL qjZs080J LOWER LEVEL 1 Job No,: UTILITY PAD —MOUNTED X FM R , , ..,... _�._... �,.Y• x >R� ,..� ..—.�..�..._. • I,Y , � ,, • •r ,ti„ 121470V - 480Y/277V �,2 Issue Date: r — -GROUND PER NEC 250-24 (a) 12 15 97 • �•Xt;rPTIOv 2 , • TO SNOHOMISH CO, PUD PANEL NUMBERING KEY OVERHEAD LINES ILn ruYi,_ ra.suu ,y,y,, - E: STANDBY (EMERGENCY) POWER Sheet Contents: N: NORMAL (NON -STANDBY) POWER ONEqw�LINE RISE[ I DIAGRAM ON&LINE L. LOWER VOLTAGE (208V) -.,--•fi,r..,,�- _ �,.�..r�.�.v�n.,: .s.�, c..a...rM�.z,��_r,�.,,..,,,�...,_ , .K�,.,_,.. r�._. ....,._..� H: "HIGHER" VOLTAGE (48aV) SGALE: NONE FEEDER SCHEDULE RISER DIAGRAM - BUILDING • r - - ••F•-'C''•F'�Z'- =ram'-�[2.: E�?'L-aIFff'.0 lk-i _'1 "FAT J^a. --T .'^7fyySSJCa N I/l. JI' T'�PEE'➢GFS i I�iBL-R F: FIRE STATION TYPE AMPACITY OF SETS CONDUCTORS CONDUIT EHP1 N P: POLICE STATION _ 0.5 - 5D AMPS T - _ — • _ 3 #8, 1 #1 0 �G N D, C . )N 60 AMPS 1 4 - 4, 1 10 GND, " G: COURTS BUILDING --_ - IN 1G __---_ _ # — #1--1 4 _- 0 AMPS _1 4 2, 1 #8 GND. 1-1/2 all material a �. 4 ppering herein constitutes s the 1.25 125 AMPS 1 3 — 19 1 — #6 GND* " unpublished and original work of the Arc7itect LOCATION (IF APPLICABLE); 1.?5N �- 125 AMPS 4 -� 1 1 1-1 b2 4 and may not be duplicated, used. or dis•n:osed N: NORTH -- —__ , - GND. 2 without the written n 1.5N 150 AMPS 1 q. _ consent of the Arc--itect. S. SOU TH ELECTRICAL AE PSTATE LAN WA INDUSTRIES CN — D �� , UEPT OF �A(3iJ ASHINGTON -- 1 50 /f� �J'�j ff GN �Y 4 -.� :_s ua r',4 y r �„ j• y 4{1.1 JV• ,• J.: /I'rY t, jn± 1.-AN REVIEW SECTION 1,?.aN 175 AMPS 1. 4 — L V, 1 f f .M1Y �,. _ ^t rrY :hti ,I FI:Ftiµi l tiF.."•r3rMI w,aYar'.Yn.r.rtti.i,. s.•!.'. a.t• s..�:Jt.,4 `.-ri A JI lLs. APPROVED 2N 2DD AMPS 1 - GND. 2" Scale: Ref. N o rth _- 4 3 0, 1- #6 GND, —2-1/2 " FLOOR OF BUILDING (IF APPLICABLE): DEC 3 D 1997 _i2.25 225 AMPS 1 3 - #4�0, 1 -#4 GND. 2-1/2" 1: LOWER LEVEL 25N 225 AMPS 1 4 - #4/Ot 1 - #4 GND. 2-1/2 ?_,5N 250 AMPS i 4 - 300 kcmil 1 - yy-- 2: UPPER LEVEL n -- #4 GND. 3 7lJBJs_r�r �D CODE � A0FIE I_ !r� ECTI N 6N 600 AMPS 2 4 350 kcmil 1 1 GND. DY - - - -- -- -- - — _ - , — 3-1/2" -~~-- 8 800 AMPS 3 3 - #300 kcmil, 1 -- #1/0 GND. 3" o' 8N 800 AMPS 3 4 -- #300 kcmil 1 - 1 0 3" ,. GND. r y 12N 1200 AMPS 4 — � K, .. , ,,.; -: �,. •, V.�,r;-,. a. , 4 350 kcmii, 1 3 0 GND. 3"1 .+ 4'IntkAV.r:%i.0'i:+.i�,rx:1L:{tklll�.�f�.Mw\LLi.iL.wGSYai�. n 2" Sheet No.: Afqft Copyright01997, Abacus Engineered Systems. All Rights Reserved. Vic ErF TING_WIN—H: \SET2000\2384-048\DWG\E6-1®(SF=1]012-12-1997@1G: 44 A B C • • o D � • C • C • 0 E • • 2 3 4 U • 0 .00ATION "ED FROM P/C - MAIN ELEC EDP-F CIR 1 CKT BKR 225 3 CIRCUIT DESCRIP TI PANEL "EHPi S" 3 150/3 PANEL "EHP1N" 5 90 3 ELEVATOR 25 HP 7 225 3 SPACE _OAD SUMMARY: JGHTING LARGEST MOTOR OTHER MOTORS RECEPTACLES CONTINUOUS CONNECTED 46.13 KVA 27.10 KVA 67.83 KVA 83.88 KVA 0.00 KVA PANEL SCHEDULZ 480 Y/ 277 VOLTS 600 AMP MAIN BREAKER 100% NEUTRAL LOAD KVA 106.01 61.22 27.10 CALCULATED 57.66 KVA (125%) 33.88 KVA (125%) 67.83 KVA (100%) 46.94 KVA ( 50% > 10KVA) 0.00 KVA (125%) 3 PHASE, 4 WIRE NOTES: 14000 AIC SYM LOAD KVA 126.35 CIR 2 CKT BKR 225 3 CIRCUIT DESCRIPTION PANELS "ELP1 SR 'ELPI N" ALSO "ELP2S" & "ELP2N* VIA SUBFEED 125.93 4 225 3 PANEL "EHPZN' 6 100 3 SPACE 8 225 3 SPACE LOAD SUMMARY (CONT) _ HEATING & MISC NON -COINCIDENTAL KITCHEN EQPT TOTAL PANEL SCNEDULZ )ESIGNATION ELPI 8 (1) 208 Y/ 120 VOLTS _OCATION P/C - MAIN ELEC 175 AMP MAIN BREAKER :'ED FROM EDP -PC 100% NEUTRAL CIR CKT LOAD P BKR CIRCUIT DESCRIPTION KVA H 1 201 RECEPTS - ELEC ROOM 0.54 a 3 20 1 EF-1 EF-2 0.15 b 5 20 1 BOILER CONTROLS 0.10 c 7 20 1 RECEPTS - COMM ROOM 0.36 a 9 20 1 - COMM ROOM 0.36 b 11 20 i - COMM ROOM 0.36 C 13 20 1 - ELEV MACHINE RM 0.18 jo 15 20 1 - CORRIDORS 0,74 b 17 20 1 EF 3 MECH ROOM RECEPTS 0.62 c 19 201 EF-4 0.40 a 21 20 1 ACCESS CONTROL CAMERA RECEPTS 0.30 lb 23 20 1 RECEPTS - RR Z LOCKER RMS 0.90 C 25 20 1 - LOCKER RMS BUNK 1.08 v 27 20 1 - RR Z LOCKER RMS 0.36 b 29 20 1 - ARMORY PROACT TRAFFi 0.72 c FEED-THRU To SECTION II 27.61 LOAD SUMMARY: CONNECTED CALCULATED LIGHTING 3.95 KVA 4.94 KVA (125%) LARGEST MOTOR 0.40 KVA 0.50 KVA (125%) OTHER MOTORS 0.52 KVA 0.52 KVA (100%) RECEPTACLES 28.26 KVA 19,13 KVA ( 50% > IOKVA) CONTINUOUS 0.00 KVA 0.00 KVA (125%) GNATION, k1ION P/C - STOR 124 rpr" FnP-PC OAD SUMMARY: &RGEST MOTOR THER MOTORS ECEPTACLES ONTINUOUS THRU TO SI CONNECTED 0.67 KVA 8.63 KVA 55.62 KVA 0.00 KVA CONNECTED CALCULATED 215.76 KVA 215.76 KVA (100%) 5.91 KVA 0.00 KVA ( 0%) 0.00 KVA 0.00 KVA ( 65%) 446.61 KVA 422.07 KVA 537.19 AMPS 507.67 AMPS REVISION DAM 12/12/97 3 PHASE, 4 WIRE NOTES: SECTION 1 OF A 2-SECTION PANEL 10000 AIC SYM SE LABEL LOAD CIR CKT KVA 0 BKR CIRCUIT DESCRIPTION 0.90 2 20 1 RECEPTS - A 0.90 4 20 Li - SO 0.72 6 20 1 - A SO 0.50 8 20 1 ACCESS CONTROL 0.25 10 20 1 METAL DETECTOR 0.60 12 20 1 CAMERAS 1,00 14 20 1 VENDING 1.00 16 20 1 VENDING 1.00 18 20 1 VENDING 0- 86 20 20 1 R E CEPTS - REFIR COUNTER 0.36 22 20 1 - KITCHEN 1.00 24 20 1 MICROWAVE 0.50 26 20 1 DISWASHER 3.50 28 50 2 STOVE 3.50 30 LOAD SUMMARY (CANT) CONNECTED CALCULATED HEATING & MISC 18.25 KVA 18.25 KVA (100%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 09:) KITCHEN EQPT O.OQ KVA 0.00 KVA ( 65%) TOTAL 51.38 KVA 43.34 KVA 142.62 AMPS 120.29 AMPS 208 Y/ 120 VOLTS 225 AMP MAIN BREAKER 100% NEUTRAL LOAD P H KVAWWWW IM 0.36 ja rM 0,54 1b lM IG 0.36 C IM 0.54 a TS 0.54 b TS 0.58 C TS IG 0.54 a RK_Z SGTS 0.54 b RK_j SGTS 0.54 C RK SGTS IG 0.54 a RK SGTS IG 0.54 b RK CORR 0.54 C -ERMEW ECH 0.72 a RK IG 0.54 b 1.00 c RK SGTS WC 1.22 10 0.30 b 0.30 c 0.67 a 0.67 b ,tlt&�rC CALCULATED 0.54 KVA k1ZON) 8.63 KVA (100%) 32.81 KVA ( 50% > 10KVA) 0.00 KVA (125%) REVISION DATE: 12/12/97 3 10000 LOAD KVA 1.08 PHASE, 4 WIRE AIC SYM CIR CKT BKR 2 20/1 NOTES: CIRCUIT =is. RECEPTS SECTION 1 OF A 2-SECTION PANEL DESCRIPTION - EVIDENCE PROPERTY 0.36 4 20 1 - EVIDENCE PROPERTY 1.00 6 20 1 COPIER 0.72 8 20 1 RECEPTS - PROP OFFICE EVIDENCE 0.90 10 20 1 - EVIDENCE 0.54 12 20 1 PROP OFFICE MDENCE IG 0.60 14 20 1 CAMERAS - PROPERTY EXT, 0.70 10 20 1 CAMERAS - INTERVIEVY ACCESS CNTRL 0.60 18 20 1 CAMERAS - CORR CELL 0.80 20 20 1 CAMERAS - CELLS SALLEY PORT 0.72 22 20 1 RECEPTS - INTERVIE71 CORRIDORS 0.67 24 15 1 EF- 5 1.08 26 20 1 RECEPTS -- BOOKING EQUIP. GARAGE 0.36 28 20 1 - BOOKING IG 1.08 30 20 1 -- SALLEY PORT ROOF 0.20 32 20 1 FLUSH VALVES 0.67 34 •15 1 GARAGE DOOR 0,67 36 15 1 EF-13 0.67 38 15_/1 GARAGE DOOR 0.67 40 15 1 GARAGE DOOR 0.25 42 20 1 DUSTING STATION SY?CO!."L4t LOAD SUMMARY CON HEATING & MISC NON -COINCIDENTAL KITCHEN EQPT TOTAL 3^tiF - :^4•Y•SC?.0 N'-.7•' :^rM"il Ir- CONNECTED CALCULATED 9.95 KVA 9.95 KVA (100%) 0.00 KVA 0.00 KVA ( 09%) 0.00 KVA 0.00 KVA ( 65%) 74.97 KVA 52.35 KVA 208.10 AMPS 145.32 AMPS REVISON DAM 12/12/97 r � r ESIGNATION OCATION D FROM EMP1 0) P/C - MAIN ELEC EDP -PC 480 Y/ 277 VOLTS 225 AMP MAIN LUGS ONLY 100% NEUTRAL 3 14000 PHASE, 4 WIRE AIC SYM NOTES: SECTION PANEL 1 OF A 2-SECTION CIR 1 CKT BKR 20 1 CIRCUIT DESCRIPTION EXTERIOR LIGHTING - PARKING POLES LOAD KVA 2.77 P H a LOAD KVA 16.80 CIR 2 CKT BKR 0 3 CIRCUIT DESCRIPTION AHU-1 15 HP 3 20 1 EXTERIOR LIGHTING - SITE POLES 2.24 b 4 5 20 1 EXTERIOR LIGHTING - PLAZA BLDG 2.54 c 6 7 201 EXTERIOR UGHTING - SOUTH PLAZA 1.90 a &77 8 25 3 REF-1 7.5 HP 9 20 1 EXTERIOR LIGHTING - FACADE EAR 2.16 b 10 12 11 20 1 EXTERIOR LIGHTING - EAST FLOODS 2.20 c 13 20 1 LIGHTING - COURTROOM LOBBY 3.40 a 11.20 14 30 3 AHU-2 10 HP 15 20 1 - CORR LOWER LEVEL 2.63 b 16 17 20 i - LOCKER RMS ELEC CO Z18 c 18 19 20 1 - NORTH END 2.38 a Z08 20 , 15/3 REF-2 1,5 HP 21 20 1 - EAST SIDE 2.44 b 22 23 20 1 - EVIDENCE&ROPERTY/SUPPL 2.20 c 24 25 20/1 EXTERIOR LIGHTING - SALLEY PORT 0.42 a 4.16 26 15 3 P3 P-4 1.5 HP 28 27 2Q 1 SPARE SPARE b c 29 20 1 30 31 20 1 SPARE o 7.66 32 15 3 P-5 P-6 3HP 33 20 1 SPARE b 34 35 37 201 SPARE c 36 20 1 SPARE a 38 40 SPACE 39 20 1 SPARE b 41 20 1 SPARE c 42 OAD SUMMARY: FEED-THRU TO SECTION II 25.88 CONNECTED CALCULATED LOAD SUMMARY CON CONNECTED CALCULATED GHTING GEST MOTOR THER MOTORS ECEPTACLES ONTINUOUS 29.46 16.80 28.82 0.00 0.00 KVA KVA KVA KVA KVA 36.83 KVA 21.DO KVA 28.82 KVA 0.00 KVA 0.00 KVA (125%) (125� (100� ( 50% (125%) > 10KVA) HEATING & MISC NON -COINCIDENTAL KITCHEN EQPT TOTAL 25.02 KVA 5.91 KVA 0.00 KVA 106.01 KVA 127.51 AMPS PENSION 25.02 KVA (100%) 0.00 KVA ( 0%) 0.00 KVA ( 65%) 111.67 KVA 134.31 AMPS DATE: 12/12/97 ;^W '�-Y`r r'n Jt. ••w•/t•1{!:n (�.h.t"Jt� l•f,i>=.:n� s:F.:s:. �A:h:'IY,tc�,��,�i+,Ati:7,.-.F.i t ..,.. 'SirX.� FiiF+, .,r•.� •�...� :4-1✓rtJ-14:.:3. ..1 .t :'sP..4}?¢s.-..f$'4T r•:,. �ltr• �Y�, AWL OL lip ''� f ' • : 1 r - �' • • r �' • }_ - �1• _ 11.-.. .n •4 r./1. •. n •i• _ v1 +1 �•TJRY• LL � I _� =.1.. _ b. .A S. - '<`<■,-:� r•'.'.y .W-M. SYrJ r.•'_l .J. -i�i• YKNV •H •."- ♦lM.: Xtq.,••1• 1 "# 1 � 1 • M � 1 1 1 1 - ,• r . , -,-.- j,� • mow• .o--_,c, .._,.. .r. cw. :,.: __ rritn. r.r- � .i'... sv w�..: ._•...vr - _ _- �.Jw..+--.•...�..�t„......a _ • JF _.•n .y 1. '1::< R_ r• .. Y..✓•r-. _ .y]A•yn-.i ..1 1111 r n. .•. .. ..�.. •r. n. •• ' Tyuh1. _.W l.rs-n a ..5 q'.� J I M1•..' •' 1 r - • r- • •• 1 •• •• # • •• • 1• :_ r• r r •• • r• r 'Yi7:.'-. .�.i: .•j!ktyi e.:_fF_-�Y-.'.i.:'eit!."yiTtlAG:'�::".'Vy?ik-k�Cdull•-rG.-.irit'iA'r�*.'?}h�tiw�.F,-. .. -'�-: a..-.a..a.'..:'..r.4'�1:S�z::,lt`i1t..iiy•,k7t-PW+D'SS•9'�ShykY`iM351.14�%S=�IF'�lT�li':t:S�.'IF�w1::;YC 1.Nwr;ni'<.i-i►=a'hh.YF..:y/t'Sb JLSf's�'a.-iaM� f.i:.:.:a�nr 3'fiir �iJc!.w-`i �l''rl•fi.''. .. PANEL SCHEDULE ESIGNATION 101) 208 Y/ 120 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION 2 OF A 2-SECTI0N OCATION P/C - STOR 124 225 AMP MAIN LUGS ONLY PANEL D FROM EDP -PC 100% NEUTRAL 10000 AIC SYM CIR CKT LOAD P LOAD CIR CKT BKR CIRCUIT DESCRIPTION KVA H KVA BKR CIRCUIT DESCRIPTION i l-+jYrt{TIl7N<f�R•+Y 41�-It-cl�Sld-JS.WJI•L.li-Y 43 20 1 RECEPTS - GARAGE 0.54 a 0.54 44 20 1 PLUGMOLD - EVIDENCE PROC. 45 20 1 - BIO VESTIBULE 0.18 b 0.54 46 20 1 PLUGMOLD - EVIDENCE PROC. 47 20 1 - EVIDENCE PROCESSING 0.72 c 0.54 48 20 1 PLUGMOLD -- EVIDENCE PROC, 49 20 1 PLUGMOLD - EVIDENCE PROC. 0.72 a 0.72 50 20 1 PLUC4 4OLD - EVIDENCE PROC. 51 201 PLUGMOLD - EVIDENCE PROC, 0.72 b 0.72 52 20 1 PLUGMOLD - EVIDENCE PROC. 53 20 1 RECEPTS - 810 0.54 Ic 0.72 54 20 1 PLUGMOLD - EVIDENCE PROC, 55 20 1 - EVIDENCE PROCESSING 0.36 a 0.72 56 20 1 RECEPTS -- PROPL EMDENCE PROP 57 20 1 FUME HOOD LIGHTS & RECEPTS 0.46 b 0.54 58 20 1 -- PROP EVIDENCE PROP 1 59 15 1 FUME HOOD EF 1 2 HP 0.67 C 60 20 1 FARE 61 15 1 EF-11 EF 23 0.35 a 62 _ 20 1 SPARE 63 15 1 EF-9 0.10 b 64 _ 20 1 SPARE 65 15 1 EF-5 EF 13 0.65 C 66 20 1 SPARE 67 201 SPARE a 68 20 1 SPARE fig 20 1 SPARE_ b 70 20 1 SPARE 71 20 1 SPARE c 72 201 SPARE 73 SPACE a 74 SPACE 75 SPACE b 76 SPACE 77 SPACE C 78 SPACE 79 125 3 SUBFEED BREAKER TO PANEL "ELP2N* 37.84 a 80 SPACE 81 1 b 82 SPACE 83 c 84 SPACE lfiW7i�'.TIDa"d� r,9rf?�T.•'liti,<'i" , + 'tea -e'/i•G u. i74"}TRJtkG"•k`�-i": .» =aCrfi'"iwv•i m'+a ,•G .; •: ,-..•r OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CONT) CGNNECTED CALCULATED GHTING 0.10 KVA 0.13 KVA (125%) HEATING & NISC 3.30 KVA 3.30 KVA (100%) �1RGEST MOTOR 0.67 KVA 0.84 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) `JTHER MOTORS 3.78 KVA 3.78 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA (65y) ECEPTACLES 41.04 KVA 25.52 KVA ( 50% > 10KVA) CONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 4-8.89 KVA 33.56 KVA 135.71 AMPS 93.16 AMPS aSTt•El7_s .^r".+va.•-�i.�vLYr;� rF' Rr' .�v.C-fi]auTY.+" 1.+_Y'rS^/•'.,^' ...w.s..r..rc,d „�.,_yti.,.s:tai:'r� ufi. �ry•,r�' i ...r. ,...:r.t:: �'".'.••L"Pr r...J.r.., !.a...a.tt*.. .�.�., a..J.n _ :i•Ti*".--•�",�,7: ,r_ ��'� '.�'�59'.r...r" a I ..:.. REVISION DATE: 12/12/97 SIGNATION EHP1801) 480 Y/ 277 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION 2 OF A 2-SECTION OCATION P/C - MAIN ELEC 225 AMP MAIN LUGS ONLY PANEL ED FROM EDP -PC 100% NEUTRAL 14000 AIC SYM CAR CKT BKR CIRCUIT DESCRIPTION LOAD KVA P H LOAD KVA CIR CKT BKR CIRCUIT DESCRIPTION 43 15 3 VAV-1 D 1.50 a b C a b c a lb c a b c a lb C a b c a b c 2.50 44 20 3 VAV-11 45 47 _ 1 1.50 2.50 46 1 1.50 2.50 48 49 51 15 3 VAV-12 0.50 2.67 50 20 3 VAV-13 0.50 2.67 52 53 0.50 3.10 54 55 15 3 VAV-14 1.17 56 SPACE 57 1 1.17 58 SPACE 59 1.60 60 SPACE 61 63 55 67 fig 71 73 75 77 79 81 83 SPACE 62 SPACE SPACE 64 SPACE SPACE 66 SPACE SPACE 68 SPACE SPACE 70 SPACE SPACE 72 SPACE SPACE 74 SPACE SPACE 76 SPACE SPACE 78 SPACE SPACE 80 SPACE SPACE 82 SPACE SPACE 64 SPACE OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CON CONNECTED CALCULATED GHTING 0.00 KVA 0.00 KVA (125%) HEATING & MISC 25.02 KVA 25.02 KVA (100%) GEST MOTOR 0,43 KVA 0.54 KVA (125`) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) THER MOTORS 0.43 KVA 0.43 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 0.00 KVA 0.00 KVA ( 50% > 1OKVA) ONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 25.88 KVA 25.99 KVA 31.13 AMPS 31.26 AMPS REVISION DATE: 12/12/97 SIGNATION L8 208 Y/ 120 VOLTS 3 PHASE, 4 WIRE NOTES: OCATION CORR 204 100 AMP MAIN BREAKER ED FROM PANEL ELP1S 100% NEUTRAL 10000 AIC SYM CIR CKT BKR CIRCUIT DESCRIPTION LOAD KVA P H LOAD KVA CIR CKT BKR CIRCUIT DESCRIPTION 1 20 1 RECEPTS -COUNTER LOBBY 0.72 a b c a b C a b c a b c a b c a b C a lb c 0.72 2 2011 RECEPTS - RECORDS IG 3 20 1 CAMERAS -COUNTER LOBBBY 0.40 0.72 4 20 1 - RECORDS 5 20 1 ATM 1.20 0.72 6� 20 1 - RECORDS 7 20 1 RECEPTS -LIBRARY SMR 0.72 0.72 8 20 1 - RECORDS 9 20 1 - LIBRARY SMR 0190 0.72 10 20 1 - RECORDS 11 20 1 - LIBRARY SMR IG 0.72 M2 12 20 1 - RECORDS REPORT 13 20 1 ACCESS CONTROL 0,30 ®.36 14 20 1 - KITCHEN 15 20 1 RECEPTS -LIBRARY 0.72 0.36 16 20 1 - CORRIDOR 17 20 1 -LIBRARY IG 0.3fi 18 20 1 MOVABLE SHELVING FUTURE 19 20 1 - CORR Z RECEPTS JANIT 0.90 20 20 1 MOVABLE SHELVING FUTURE 21 20 1 EWC CORR & STAIR RECEPTS 0.86 22 30 2 FUTURE COPIER 23 20 1 RECEPTS -RR LIBRARY 0.72 24 SPARE 25 20 1 COPIER - RECORDS 1.00 26 20 1 SPARE 27 2D 1 RECEPTS - A 0.36 28 20 1 SPARE 29 31 33 20 1 - A 0.36 30 20/1 SPARE 20 1 -LIBRARY 0.74 32 SPACE 2D 1 - RECORDS 0.54 34 SPACE 35 20 1 - LIBRARY FLOOR BOa(E5 0.72 36 SPACE 37 20 1 - REPORT 0.72 38 SPACE 39 20 1 WATER HEATER PUMP & CONTROLS 0.48 40 SPACE 41 20 1 RECEPTS -REPORT 0.18 42 SPACE OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CON CONNECTED CALCULATED GHTING 0.00 KVA 0.00 KVA (125%) HEATING & MISC 3.80 KVA 3.80 KVA (100%) ARGEST MOTOR 0.28 KVA 0.35 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) THER MOTORS 0.00 KVA 0.00 KVA (100%) KITGIEN EQPT 0.00 KVA 0.00 KVA ( 65%) CEPTACLES 14.58 KVA 12.29 KVA ( 50% > IOKVA) ONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 18.66 KVA 16.44 KVA 51.79 AMPS 45.63 AMPS REVISION DATE: 12/12/97 Y1-00 PANEL SCS-9DULE ESIGNATION Ell IPIN 480 Y/ 277 VOLTS 3 PHASE, 4 WIRE NOTES: OCATION CORR 125 225 AMP MAIN LUGS ONLY ED FROM EDP -PC 100% NEUTRAL 14000 AIC SYM CIR CKT LOAD P LOAD CIR CKT BKR CIRCUIT DESCRIPTION KVA H KVA BKR CIRCUIT DESCRIPTION I. 1 20 3 VAV-6 3.33 a 1.50 2 15 3 VAV-7 3 3.33 b 1.50 4 5 4.19 c 1.50 6 7 15 3 VAV- 8 1.93 a 1.50 8 15 3 VAV-9 9 1,50 b 1.50 10 11 1.50 C 1.50 12 13 20 3 VAV-1 2.66 a 1,17 14 15 3 VAV-4 15 2.68 b 1,17 16 17 1_ 2.66 C 1,17 18 19 15 3 VAV 2 _ 1.33 v 0 3 3.33 20 2VAV-5 21 1.33 b 4.19 22 23 1 1.33 C 3.33 24 25 15 3 VAV 3 1.17 a 1.10 26 15 3 UH-1 27 -- 1.17 b 1.10 28 29 1_ 117 c 1.10 30 31 15 3 UH-2 1.10 a 32 SPACE 33 1 1.10 b 34 SPACE 35 1.10 c 36 SPACE 37 SPACE a 38 SPACE 39 SPACE b 40 SPACE 41 SPACE c 42 SPACE >�1trz+,��7�•rr•rwr.. eab:x �--ate _ r_ .tea �+6�•saw.m.avw.r� OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CONT CONNECTED CALCULATED GHTING 0.00 KVA 0.00 KVA (125%) HEATING & MISC 59.07 KVA 59.07 KVA (100%) RGEST MOTOR 0.86 KVA 1.08 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) THER MOTORS 1.29 KVA 1.29 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 0.00 KVA 0.00 KVA ( 50% > 1OKVA) dONT1N000S 0.00 KVA 0.00 KVA (125%) TOTAL 61.22 KVA 61.44 KVA 73.64 AMPS 73.89 AMPS e - .+• 7+?.+t-t.+� a'-�•r.-.L� .-x.r_r li.�+. - 1w' _ 6 .vri.rl t i4'lif.�.1i F 1 . ie .. •,..cs'ucr.w.e rre' . =•... sayl..... .-t «.^^i•M.'o••.z Tc:1 ..� '[i .Y ' REVISION DATE: 12/12/97 -TATE jr- Wn34INGT0, i.._._� DEPT 4F LABOR L. �NDLJSTRIES ELECTRICAL PLAN! REVIEW SE(,f ION APPROVED DEC 3 0 1997 SUBJECT TOO E HNn FIELD I P I( N Lam. •-�r.�.ur� PANEL KEY EDP -PC EHP1S(I) EHP1S(Il) ELP1S(I) ELP1S(II) ELP2S ELPICJ(I) ELP1N(II) EIiP1N • O Architecture Urban Design Planning Interior Design 1701 Commerce Tacoma, Washington 98402-3207 206 383-8700 206 383--8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 1 206) 223-2742 206)) 622-9462 fax Members of The American Institute of Architects � B A C U S Engineered Systems 401 Second Ave. So. Suite 201 Seattle, Washington 98 104 Ilk(206)5e3-0200 Fax206)583--M26 --- EXPIRES: 02-10-99 Project Title: TY OF EDMI'00" N Fn) M LP Q L I P ULo SAFEI EMI �>IJC�� ';:HlflraT��f�l 12/15/97 Sheet Contents: All material oppering herein constitutes the 4 unpublished and original work of the Architect and may not be duplicated, used, or disr-losed without the written consent of the Arc:-7itect. � �y'.iv '• •Y dS1 ••1v l ti .:tJry. f .��'y,j�'1- �>,!r ' nt"1�1.C` • rrL Y.�_'J. 3 'S:�ivkiri.■a`>�i'f.'..�`.,`=r:y�_Wd'?SY.t7'Mt"�u'+Ltivu�+i>Y't�:�+�in�gtit•�I.}.a+�.�'4�•"i �y. Scale: Ref. North o DR J �,.!•:t tfSj 7Y}, �F+fa�¢_f:•r 'k IYi7a�}�}•'x^7.y�(•r-�'Ji y�-�tr. �, M1•".c1: t}`r�L.liL.�rLr`�r�.9Lnirl�lanil`.d "' �, �i6.►idif�d.:a.i Sheet No.: 0npyr11ght IP1997, Abacus Engineered SyM@m,% All Rights Ressrv@d. TWG_WIN-H: \SET2000\2384-048\DWG\E6-20(SF=11012-12-1997015:34 / ` .5 C s A i B f c D E i 3 a -.•n ..(e:�lti.�.. •:.a}.:,. '. n_�.#'; :rFi •u i+rii•;rii: y . • r ESIGNATION ELP2NO) 208 Y/ 120 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION I OF A 2-SECTION OCATION P/C - CORR 233 225 AMP MAIN LUGS ONLY PANEL D FROM PANEL ELPIN 104% NEUTRAL 10000 AIC SYM CIR CKT BKR CIRCUIT DESCRIPTION LOAD KVA P H LOAD KVA CIR CKT BKR CIRCUIT DESCRIPTION 1 20 1 RECEPTS - NARC DEn MONITOR 0.90 a b c a b c a b c a b c a b c a b c a b c 0,20 2 20 1 CAMERA - CORRIDOR 3 201 - NARC DET#S MONITOR 1 0.54 0.54 4 20 1 RECEPTS -NARC DET*S 5 20 1 CAMERAS - INTERVIEW 0.80 0.54 6 20 1 - NARC DEn 7 20 1 RECEPTS - INTERVIEW 0.90 1.00 8 201 COPIER 9 20 1 - NARC DET'S SGT 0.72 0.36 10 20 i RECEPTS - WORK KITCHEN 11 2Q 1 - NARC SGT 0.72 0.36 12 24 1 - WORK KITCHEN 13 20 1 -NARC DETOS SGT IG 0.72 D.38 14 20 1 -CRIME PREY. ASSIST. 15 15 1 EF-2 0.67 0.54 16 20 1 - CRIME PREY, ASSIST. 17 20 1 RECEPTS - ROOF 0.18 0.36 18 20 1 - CRIME PREY. ASSIST. 19 20 1 - DETECTIVES 0.54 0.72 20 20 1 - DARE ADMIN CONF 21 20 1 - DETECTIVES 0.54 0.54 22 20 1 - POLICE CHIEF 23 20 1 - DETECTIVES IG 0.36 0.72 24 20 1 - POLICE CHIEF DARE IG 25 20� - DETECTIVES SGT 0.72 0.72 26 20 1 - ADMIN CONF 27 20 1 - DETECTIVES SGT 0.90 0.72 28 20 1 - WAITING CONF 29 31 20 1 - DETECTIVES SGT IG 0.54 0.74 30 20 1 - WAITING CONF 20 1 - DETECTIVES 0.54 32 20 1 SPARE 33 20 1 - DETECTIVES 0.72 34 20 1 SPARE 35 20 1 - DETECTIVES IG 0.72 0.90 36 20 1 RECEPTS - WC CORR 37 20 1 -JANITOR TOILET ROOF 0.54 0.90 38 20 1 - YS CORR 39 41 20 1 - ADMIN CONFERENCE 0,36 1.08 40 20 1 - YS CONF 15 1 EF--6 0.61 0.54 42 - WC YS IG FEED-THRU TO SECTION 11 12.68 ..__._29/1 OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CON CONNECTED CALCULATED GHTING 0.00 KVA 0.00 KVA (125%) HEATING & MISC 3.30 KVA 3.30 KVA (100%) GEST MOTOR 0.67 KVA 0.84 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) THER MOTORS 2.01 KVA 2,01 KVA (100X) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 31.86 KVA 20.93 KVA ( 50% > 10KVA) ONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 37.84 KVA 27.08 KVA 105.03 AMPS 75.16 AMPS REMSION DATE: 12/12/97 N 1f t�- - r 1Ff:Z4P.t u �. f�:11 A{r1v:�,�{..C. l:.rlrCl. }.... ? �, { 4 '1r. • h^ f.:liiif:Via ly:-.•fti.9rT�JLe Fti'•Mil]:iai"CS'�1'.R1fi.'�f.�IT'.l'.{� 'A .r_: �,. .='.4 �'. n.ti-.- l� i i:..l _Vti" - r -.wIC - � +:riF. �i •�F1i�:�L'i,��.'yNl,{2� 1na47�•{r�ffYit_ , �i!:•.ft�.-�iiy!Ji•.+i•{A11Fj..ri•S�%]JY,'•F:a+ rY.`ri'M1•S�'�Iu::iL��l!T,�{}�Y�:•A'!""�.1-"#f+�Y•�.e•�er�-ii.-R.�a.z': `}-4•r-V,�i2r:l.i: r91161 plotr K# A .-..•n.... - - i' ,.,._... ... .._el'n.'« 1} .,:. • ., _..,. .. .. .._.-y.n...-..r... ,.. .r_.•y,w.a.. - ..ea. .-t- -•r...', 4.. ,r [r tti.:... i* asp - +.✓�.. ' 1414 -•k MAA �- l.. Mir,ni.rra,- i 1 1 i i l V ep-,J+l.-a .•t.4 i r .: µla.•.•.^YL - ,gruTr.•tn`r..n. .. y..: .rt, • :..i� Tr u:v .-e••nn.A V...c1...-..,ry-n i.prJF..t i JUMP" 1 t rrr 1 11 11 -•• �r- • 1• r r i +11 1rr r• 'j� r rr I rr • r Its r :r - l,ir" .S k. rh.•f�.:"It+: lErlf?L." �`}��.trr.,-..-n..:,�,1:.•a•PaN'.LTA.���fz,.:Y.'i•-:,'eTr+_•.�.ir[!�,Ii+ftl+rW:iiT�'�.!{•P,Iq4:5;Iw:',�.vr4.+l�.�ririti?�,';M1--�r.�_a,s'?-..��+r�:+.p-T:Y.•rtraL=ls,r1.''.:�a'ilk=Tei's•Jii•/,it's-{fi1��7'.111!G"7�.;9Gi+3i'-�l'+�YtY.aw}�r9..?slidw,lt.t7.t.HI:AG-l=u6trr.Yr+T91cW:�L'�ia- i �;fi _ RI+ +t+sa4 .r.'Y�+R:^^ffi�Yl .§v�:.N,.:'=:', i • • ` 11 - r -• � 1 •� r- li - rfr V \ ... u.. �'••. '1 ^•,• q�rhA .--n-..l.'J.• ...t •i L... „y • ... .. J- .. _. ..rrr « .. 4,..... n.+v. :.. .!.' r .r. �. ..e. ... � ... ... �.-r., r. w,.... .. � .. r. :L ..u, - .. ,.. .,L'. -r.. -s•, .,rW •.r •t •rA, - "w - b c a b c a b c a 1b c a b c 1 1.83 34 33 1 1.50 '35 1 1.50 1.83 36 37 _15 3 VAV 35 2.83 38 20 1 SPARE 39 2.83 40 20 1 SPARE 41 3.66 42 2011 SPARE 43 20 1 LIGHTING - CLERKS/FILES/COUNTER 2.98 44 20 1 SPARE 45 20 1 - O_ FF ARCHIVES SUPPORT 2.71 46 20 1 SPARE 47 20 1 SPARE 48 20 1 SPARE 49 20 1 SPARE 50 SPACE 51 53 20 SPARE 52 _ SPACE 20 1 SPARE 54 SPACE 55 SPACE 56 SPACE 57 SPACE 58 SPACE 59 SPACE 60 SPACE Lmsrxt I.OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CONT CONNECTED CALCULATED JGHTING LARGEST MOTOR OTHER MOTORS RECEPTACLES :ONTINUOUS 5.69 0.00 1.69 0.00 0.00 KVA KVA KVA KVA KVA 7.11 0.00 1.69 0.00 0.00 KVA (125%) KVA (125%) KVA (100X) KVA ( 50% KVA (125%) > 10KVA) HEATING do MISC NON -COINCIDENTAL KITCHEN EQPT TOTAL 18.4.8 0.00 0.00 25.86 KVA KVA KVA KVA 18.48 0.00 0.00 27.28 KVA KVA KVA KVA (1007e) ( 07:) ( 657c) 31.10 AMPS 32.82 AMPS w FYJ, G gMili a 71017, :1'_c f rr.� ;•rY+%_k,.v.'-: "•�.�C° REVISION DATE: 12/12/97 4 PANEL SCHEDULE ESIGNATION OCATION D FROM ELKN OO P/C - CORR 233 PANEL ELP1N 208 Y/ 120 VOLTS 225 AMP MAIN LUGS ONLY 10OX NEUTRAL 3 10000 PHASE, 4 WIRE AIC SYM NOTES: SECTION PANEL 2 OF A 2-SECTION CIR CKT BKR CIRCUIT �ULSCRIP71ON LOAD KVA P H LOA KVABKR CKT CIRCUIT DESCRIPTION 43 45 20 1 RECEPTS - CRIME PREV & ASSIST. 0.72 a b c a b c a b c a b c a b c o b c a b c 0.58 20 1 RECEPTS - ADMIN - ADMIN SUPER SUPER / APC APC47 20 1 - C.P, ASSIST AIN SGT 0.72 0.72 152 20 1 20 1 - C.P. ASSIST AIN SGT (1 0.36 0.54 20 1 - ADMIN SUPER APC IG49 20 1 - ARC 0.90 0.72 2D 1 - ADMIN SUPER SEC 51 53 20 1 - APC 0.72 0.72 20 1 - SEC FILES 20 1 -TRAIN SGT APC IG 0.54 0.36 54 20 1 -SEC / FILES (IG) 55 20 1 - RR'S 0.72 0.67 56 15 1 _ EF-12 57 20 1 EWC ROOF RECEPT 0.68 0.18 58 20 1 RECEPTS -- ROOF 59 201 EF-7 0.67 60 30 2 FUTURE COPIER 61 20 1 RECEPTS - ADMIN SEC POLICE CHIE 0.90 62 63 20 1 - ADMIN SEC POLICE CHIE 0.72 64 20 1 SPARE 65 67 ____20/1 - ADMIN SEC APC IG 0.54 66 68 20/1 SPARE 20 1 SPARE 20�1 SPARE 69 20 I SPARE 70 20 1 SPARE 71 20 1 SPARE 72 20 1 SPARE 73 SPACE 74 SPACE 75 SPACE 76 SPACE 77 SPACE 78 SPACE 79 SPACE 80 SPACE 81 SPACE SPACE 82 SPACE 83 84 SPACE i� CONNECTED CALCULATED OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CCON GHTING �ARGEST MOTOR THEIR MOTORS ECEPTACLES ONTINUOUS 0.00 0.67 0.67 10.44 0.00 KVA KVA KVA KVA KVA 0.00 KVA (125%) 0.84 KVA (125� 0.67 KVA (100X) 10.22 KVA ( 50% 0.00 KVA (125%) MOM > 10KVA) HEATING & MISC NON -COINCIDENTAL KITCHEN EQPT TOTAL 0.90 0.00 0.00 12.68 35.20 KVA KVA KVA KVA AMPS REASION 0.90 0.00 0.00 12.63 35.05 DATE: KVA (100X) KVA ( 0%) KVA ( 65%) KVA AMPS 12/12/97 )ESIGNATION DP4*0 .00ATION P/C - MAIN ELEC -ED FROM NDP-1F CIR CKT BKR CIRCUIT DESCRIPTION 1 175/3 PANEL 'NHC" 3 1 100/3 (SPACE PANEL SCHEDULE aeo r/ 277 vats 250 AMP MAIN BREAKER 100% NEUTRAL LOAD KVA 74.14 #Ir 11• . r: 1 - 4 1 100/3 ISPACE 1 1 AM WE rpill 1ILSYM 1001i �i'i - • • - . 1 1 �► - rrr r r 1 ``. i • r ri I Ir i r rr r M , _. � �!K �••,�.�..tis.- Y-.•.•li >Lw:ffin )_ .�1: f LTe`�. -l.: L.�yy.w- � �s.i_t-. ki:l .:. �.�^�. �<a�•p..YIAN•(`vfi,�Jf�i 4ts��%,S t�i,f•.�i•:.•i4E rY�MIti ;Y..:..aii•.iM.s'•'�,�Y�i't•�.i}�jus+ltrl�%i:'M v. Y"i• r ff'.fi••!%S:4�r ♦'; _ ESIGNATION INI.`iO) DCATION COURTS PANEL 208 Y/ 120 VOLTS 100 AMP MAIN BREAKER SCHEDULE D FROM NDP-PC 100% NEUTRAL CIR 1 CKT BKR 20 1 CIRCUIT DESCRIPTION RECEPTS - COURT ADMIN CLERKS LOAD KVA 0.72 3 20 1 - COURT ADMIN CLERKS I 0.54 5 20 1 SPARE 7 20 1 MOVABLE SHELVING FUTURE 9 20 1 MOVABLE SHELVING FUTURE 11 20 1 REFRIG I TV - KITCHEN 0070 13 20 1 RECEPTS - KITCHENZ ARCHIVES 0.90 15 20 1 - ARCHIVES Z CLERKS 0.90 17 20/1 - CLERKS 0.72 19 20 1 - CLERKS IG 0.72 21 20 i - CLERKS 0.72 23 20 1 - CLERKS 0.72 25 20 1 - CLERKS IG 0.72 27 20 1 - CLERKS 0.72 29 20 1 - WORK ROOM 0.72 _OAD FEED-THRU TO SECTION 11 9.78 SUMMARY: CONNECTED CALCULATED GHTING ARGEST MOTOR THEIR MOTORS ECEPTACLES ON11NUOUS 3 PHASEE, 4 WIRE NOTES: SECTION 1 OF A 2-SECTION PANEL 10000 AIC SYM SE LABEL UM zp� P LOAD CIR CKT H KVA BKR CIRCUIT DESCRIPTION .ter t :ass• _ t a 1.00 2 20 1 COPIER - WORK ROOM b 0.72 4 RECEPTS - WORK ROOM c 0.54 6 -20/1_._ 20 1 - JURY a 0.38 8 20 1 - JURY b 0.44 10 _ 201 EF / _JURY & RR RECEPTS c 0.72 12 _ 20 1 RECEPTS - ACTIVE FILES L.IE?RARY a 0.18 14 20 1 - LIBRARY IG b 0.90 16 20 1 - LIBRARY I %FITNESS c 0.90 18 20 1 - COURT DETELI STOR a 0.36 20 _ 20 1 - KI TGHEN b 1.00 22 201 VENDING c a 1.08 24 26 _ 201 RECEPTS •- PUBLIC COUNTER 0.54 20 1 - PUB COUNTER / SEC OFF b 28 _ 20 i FUTURE DEBIT CARD READER c 0.90 30 ZVI RECEPTS - COURT ROOM DESKS aaeaX[5* r r cra'$ x 3r r_ :.= u LOAD SUMMARY -(CONT) CONNECTED CALCULATED 0.00 KVA 0.00 KVA (125%) HEATING & MISC 7.75 KVA 7.75 KVA (100X) 0.43 KVA 0.54 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) 0.08 KVA 0.08 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00_KVA ( 657c) 19.98 KVA 14.99 KVA ( 50% > 10KVA) 0.00 KVA 0.00 KVA (125%) i 0TAL 28. 24 KVA 23.36 KVA 78.39 AMPS 64,83 AMPS - scdwM1z.�r.s15•.Ll..b.•...--+la;�e�^G"`,�ii-�1''•h'a`'i�il'z'et.Y7kS.`i' - �.ct,.,:, *.':'gym_^• ..c•,t'!•.....�arae..- T ,, REVISION DATE. 12/12/97 i '-1`.L'•!Ln e[: Y��:!!� 1'F•°�: ''..�4: '•c `•hi F'�:`r6 •T r r ESIGNATION EHP2N(0 480 Y/ 277 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION 1 OF A 2-SECTION DCATION P/C- CORR 233 225 AMP MAIN LUGS ONLY PANEL ED FROM EDP -PC 100% NEUTRAL 14000 AIC SYM CIR CKT BKR CIRCUIT DESCRIPTION LOAD KVA P H LOAD KVA CIR CKT BKR CIRCUIT DESCRIPTION 1 20 1 LIGHTING - NORTH 2.34 a b c a b c a b c a b c a b c a b c a b c 4.53 2 20 3 VAV-15 3 20 1 - EAST CENTRAL 118 4.00 4 5 2D 1 - CORRIDORS 2.12 4.00 6 7 20 1 - SOUTH WEST - WEST CENTRAL 1.81 2.00 0.83 8 15 3 VAV--16 9 20 1 1.11 10 11 20 1 - SOUTH EAST 117 0.83 12 13 20 1 SPARE 4.66 14 25 3 VAV-17 15 20 1 SPARE 3.83 16 17 20 1 SPARE 3.83 18 19 21 SPACE 4.83 20 25 3 VAV-18 SPACE 4.00 22 23 SPACE 4.00 24 25 SPACE 2.50 26 20 3 VAV-19 27 SPACE 3.33 28 29 31 SPACE 2.50 30 20 3 VAV-22 3.00 1.00 32 15 3 VAV-20 33 3.00 1.28 34 35 37 39 41 3.83 1.00 36 30 3 VAV-23 5.00 2.17 38 15 3 VAV-21 5.00 3.00 40 SUMMARY: FEED-THRU TO SECTION II CONNECTED CALCULATED 6.13 27.65:J 2.17 42 OAD LOAD SUMMARY CON CONNECTED CALCULATED GHTING 12.62 KVA 15.78 KVA (125%) HEATING & MISC 103.47 KVA 103.47 KVA (100X) RGEST MOTOR 1.13 KVA 1.41 KVA (125%) NON -COINCIDENTAL 0.DO KVA 0.00 KVA ( 0%) THER MOTORS 8.71 KVA 8.71 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 0.00 KVA 0.00 KVA ( 50% > IOKVA) ONTINUOUS 0.00 KVA 0.00 KVA (125X) TOTAL 125.93 KVA 129.37 KVA 151.47 AMPS 155,60 AMPS REVISION DATE: 12/12/97 Architecture Urban Desigm Planning Interior Design 1701 Commerce Tacoma, Washington 9s402-3207 206 383-8700 206 383-8728 fax 1000 Lenora St. Suite 405 Seattle, Washington 98121-2720 1 206 223-2742 206 622-9462 fax Members of The American Institute of Architects B A C U S Engineered Systems 401 Second Ave. So. Suite 2D1 Seattle, Washington W 04 Ilk(206)583-0200 Fux206)583-5826 ���naooaQQ� ao O N < LEXPIRES: 02-10-99 PANEL SCHEDULE ESIGNATION H 0) 480 Y/ 277 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION 1 OF A 2-SECTION _OCATION COURTS 225 AMP MAIN LUGS ONLY PANEL ED FROM NDP-PC 100% NEUTRAL 14000 AIC SYM CIR CKT LOAD P LOAD CIR CKT BKR CIRCUIT DESCRIPTION KVA H KVA BKR CIRCUIT DESCRIPTION 1 15 3 REF-3 1.5 HP 116 a 2.81 2 15 3 REP-4 2 HP 3 b 4 5 c 6 7 15 3 AHU 3 5 HP 6.08 a 6.06 8 15 3 AHU-4 5 HP 9 b 10 11 c 12 13 30 3 SPACE a 0.95 14 15 3 VAV-28 15 b 0.67 16 Project Title; 17 c 0.67 1$ 19 15 3 VAV-29 2.00 a 1.93 20 15 3 VAV-30 21 2.83 b 1.50 221 T Y 23 2.00 c 1.50 24 �u 0 F 25 20 3 VAV-31 2.83 a 2.33 26 15 3 VAV-32 27 3.66 b 2.33 28 1EDMONDO 29 2.83 c 3.16 30 FEED-THRU TO SECTION II 25.86 D ■ L OAD SUMMARY. CONNECTED CALCULATED LOAD SUMMARY CON SAFET CONNECTED CALCULATED GHTING 5.69 KVA 7.11 KVA (125%) HEATING & MISC 46.47 KVA 46.47 KVA (100X) i RGEST MOTOR 6.06 KVA 7,58 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) (0 0 M P LE THEIR MOTORS 15.92 KVA 15.92 KVA (100X) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 0.00 KVA 0.00 KVA ( SOX > 10KVA) ONTINUOUS 0.00 KVA 0.00 KVA (125%) TOTAL 74.14 KVA 77.08 KVA 89.18 AMPS 92.71 AMPS s REMSION DATE: 12/12/97 250 5th Avenue E 11021), M 0 N D 8 W A 8: y H N rG' T 0 J1 N n &% 0 PANEL SCHED ULE ESIGNATION LCOO 208 Y/ 120 VOLTS 3 PHASE, 4 WIRE NOTES: SECTION 2 OF A 2-SECTION DCATION COURTS 100 AMP MAIN LUGS ONLY PANEL ED FROM NDP-PC 100% NEUTRAL 10000 AIC SYM CIR CKT LOAD P LOAD CIR CKT BKR CIRCUIT DESCRIPTION KVA H KVA BKR CIRCUIT DESCRIPTION 31 20 1 RECEPTS -- WORK ROOM IG 0.36 a 1.12 32 20 1 RECEPTS - COURT RM EF-21 UH 3 33 201 - ACTIVE FILES 0.54 b 0.92 34 20 1 UH-3 MEZZ & ROOF RECEPTS 35 20 1 - JUDICIAL OFFICE 0.72 c 3.00 36 3011 WATER HEATER - STORAGE RM 37 20I - JUDICIAL. OFFICE IG 0.54 a 1.50 38 20 1 WATER HEATER - KITCHEN Job No.: 39 20 1 -• COURT ROOM DESKS 0.36 b 40 20 1 SPARE - r 41 20 1 - COURT Room JURY DE S 0.72 c 42 20 1 SPARE Issue Date: 43 20 1 SPARE a 44 20 1 SPARE 45_20/1 SPARE b 46 20 1 SPARE 47 201 SPARE c 48 20 1 SPARE 12/15/97 49 SPACE a 50 SPACE 51 SPACE b 52 SPACE i 53 SPACE _ c 54 _ SPACE 55 SPACE a 56 SPACE 57 SPACE b 58 SPACE { + sr •'i �f`• t �•J:LX e1',rf.`'rt i 1 i r•- 59 SPACE c fi0 SPACE Sheet Contents: OAD SUMMARY: CONNECTED CALCULATED LOAD SUMMARY CONT CONNECTED CALCULATED -IGHTING 0.00 KVA 0.00 KVA (125%) HEATING & MISC 4.85 KVA 4.85 KVA (100X) PANEL !ANEL SCHEDULES RGEST MOTOR 0.43 KVA 0.54 KVA (125%) NON -COINCIDENTAL 0.00 KVA 0.00 KVA ( 0%) f THEIR MOTORS 0.00 KVA 0.00 KVA (100%) KITCHEN EQPT 0.00 KVA 0.00 KVA ( 65%) ECEPTACLES 4.50 KVA 4.50 KVA ( 50% > 10KVA) 'ONTINUOUS 0.00 KVA 0.00 KVA (i 25%) TOTAL 9.78 KVA 9.89 KVA 27.15 AMPS 27.44 AMPS a b sr.=. 5 ..1.:.. �L_ .iiaE: i r-�T L ir 1 .:• REVISION DATE: 12/12/97 SuP retied for lnfarmr-,iUon Only 13v q i -_ (Date ISignat Eire) PANEL KEY ELP2N(I) ELP2N(II) EHP2N(I) EI-{P2N(II) NDP-PC NHC(I) NHC(II) NLC(I) e, All material appering herein constitutes the 4 unpublished and original worts of the Arc-nitect and may not be duplicated, used, or dis�_iosed without the written consent of the Arc--iitect. d • ti' � [i' j •J.}' ~ a •n j�ili r"1•,r �rx. {'L wrf^/'�t[h>Xr'r2 �Y�t,`-S"a �i•`4ti'r'tti YT�'� kr tnftti.C:':rS::GS:,i;,:s�irJsa� r � •:i'ry.�C�,y "F"''.oG��i3c Scale: Ref. North 0- '�.uW:1�1�Rr+�w1L.`i�,►.�f .ILT3 Copyright 01997, Abacus Engineered Systems, All Rights Reserved TWG_WIN_H: \SET2000\2384-048\DWG\E6--30[SF 1 ]012-12-1997®16: 11 Sheet No.: • A • B + C E F. TYPE "CC" FIXTURE NOTES: LUMINAIRE SCHEDULE ERNBERG, #6590 Architecture PROVIDE THE FOLLOWING ACCESSORIES Urban Design Plannin PROVIDE WITH PLANTER AS DIRECTED BY OWNER. SUBMIT Interior Design I ARMS AND WATER DIMENSIONED SHOP DRAWINGS DRIP LINES. CATALOG NO. MOUNTING CATALOG NO. MOUNTING - PRIOR TO ORDERING FIXTURES. 1701 Commerce TYPE LAMPS DESCRIPTION MANUFACTURER OR SERIES VOLTAGE TYPE LAMPS DESCRIPTION MANUFACTURER _ OR SERIES VOLTAGE Tacoma, Woshin ton COORDINATE WITH 9 SIGN PADS 9g4o2-3207 SITE CONTRACTOR SIGN BRACKET 206 383-8700 AND ARCH A (2)F32T8/35K RECESSED 1' X 4', 2-LAMP, RAPID START, PARABOLIC COLUMBIA P4 SERIES RECESSED U (6) 1OOW SHALLOW BOWL PENDANT, WITH TRANSLUCENT SHAPER 449-DP PENDANT 206 383-8728 fax PLANTER ARMS TROFFER WITH 3 DEEP, 8 CELL, SEMI-SPECULAR, METALUX P3 SERIES PAR 38 ACRYLIC BOWLS, PAINTED WHITE FINISH, AND VISA CP32 SERIES WATER DRIP LINE LOW IRIDESCENT LOUVER AND ELECTRONIC DAYSRITE 1P3 SERIES 277 TOP LENS FOR DUST PRO TECTION. OVERALL 120 1000 Lenora St. BALLAST. _ — HEIGHT OF FIXTURE IS 36 Suite 405 Seattle, Washington 1 2. ACCESS DOOR IS AT 8 (2)F32T8/35K RECESSED 2' X 4; 2-LAMP, RAPID START, PARABOLIC COLUMBIA P4 SERIES RECESSED U1 (4) F40TT SAME AS V BUT WITH FLUORESCENT LAMPS 98121-2720 TROFFER WITH 3 DEEP, 12 CELL, SEMI-SPECULAR, METALUX 2P3 SERIES AND AT 277V. 2-LAMPS WILL ALSO HAVE AN 206 223--2742 G: OD. CITY OF EDM ON DS WILL LOW IRIDESCENT LOUVER AND ELECTRONIC DAY-BRITE 2PM3 SERIES 277 206 622-9462 fax 12" ADVISE CLOCK POSITION OF _ BALLAST s . EMERGENCY BALLAST. ALL ACCESSORIES. V (1) 1OOMH 7' DIAMETER RECESSED METAL HALIDE DOWN- EDISON PRICE ARCUTE SERIES RECESSED E11 (3)F32T8/35K SAME AS FIXTURE TYPE 'B' EXCEPT WITH 3 TAMPS AR 38 LIGHT WITH SELF -FLANGE TRIM RING. REFLECTOR Members of AND 18 CELL LOUVER. AND FLANGE ARE CHAMPAGN GOLD ANODIZED 277 The American t 3. PROVIDE WITH SWEDISH IRON FINISH. � � � ALZAK. USE WITH HPF BALLAST AND COLOR- Institute of C (2)F40BX/33lC RECESSED 2 X 26 2- BIAX LAMP, RAPID COLUMBIA P4 SERIES RECESSED CORRECTED LAMP, Architects 4, PROVIDE CONNECTION TO START PARABOLIC TROFFER WITH 3 DEEP,, METALUX 2P3 SERIES WATER LINES, COORDINATE 9 CELL SEMI-SPECULAR, LOW IRIDESCENT DAY -$RITE 2PM3 SERIES 277 V1 (1 100MH SAME AS V BUT WITH 10OW AUXILIARY " OO DINATE _ LOUVER AND ELECTRONIC BALLAST S), - .-.._.--_ PAR 38 INCANDESCENT LAMP OPTION AN 4 DIA FLUTED .125 WITH CIVIL ENGINEER AND ON D CONTROLS. ABACUS C1 (2)F40BX/35K SAME AS FIXTURE TYPE "C' EXCEPT WITH DIMMING Engineered Systems WALL 6D51—Tfi STRUCTURAL SITE CONTRACTOR. BALLASTS • �01 Second Ave. ve So. Suite 201 GRADE ALUMINUM — - - VV (1)26W WALL MOUNTED ROUND COMPACT SHAPER 693 SERIES SURFACE Seattle, Washington 98704 FLUORESCENT MEDALLION TYPE FIXTURE WITH Seattle Was ingt n 981$ 4 D (2)F32T8/35K RECESSED 2' X 4; 2-LAMP, RAPID START, COLUMBIA 4PS SERIES RECESSED WHITE SEMI -GLOSS ALUMINUM HOUSING AND 277 STREET SIDE STATIC TROFFER WITH FLUSH ACRYLIC LENS METALUX 2GC/2FC SERIES HPF BALLAST. z AND ELECTRONIC BALLAST(S). DAYSRITE 2SP SERIES 277 Y (1)32W 7" DIAMETER RECESSED SHALLOW PLENUM KURT VERSEN P950 SERIES ap0❑ w TRIPLE TUBE TRIPLE-TU9E COMPACT FLU [V D1 (3)F32T8/35K SAME AS FIXTURE TYPE 'D" EXCEPT WITH 3 LAMPS. ORESCENT LENSED PRESCOLITE CFT SERIES �•- WALL WASHER WITH SELF -FLANGED TRIM RING .0�r\AON * '- " " , HORIZ. LAMP, CLEAR REDUCED IRIDESCENT � � equal by. i �� Q.��"••• ""'•• •�/�O� EDISON PRICE, D2 (2)F32T8/35K SAME AS FIXTURE TYPE D EXCEPT 1 X 4 HOUSING9 3. REFLECTOR AND HPF BALLAST. MAX. HEIGHT: 6.25" HALO Z (1)32W r DIAMETER RECESSED TRIPLE -TUBE COMPACT HALO C7132 SERIES RECESSED _ D3 (2)F32T8/35K SAME AS FIXTURE TYPE 'D2" EXCEPT WITH 1 LAMP, TRIPLE TUBE FLUORESCENT DOWNLIGHT WITH SELF -FLANGED PRESCOUTE CFT SERIES - TRIM RING VERT. LAMP CLEAR REDUCED 8509 WELD 5 277 0o IRIDESCENT REFLECTOR, HPF BALLAST AND UL WET E (1)F408X/3% 8" X 240 RECESSED 1= BIAX" LAMP. RAPID COLUMBIA PW8 SERIES RECESSED LABEL MAX HEIGHT: 8' Oi PLAN START LINEAR WALLWASHER WITH ANODIZED METALUX RWW SERIES ❑CI AS ALUMINUM ALUMINUM REFLECTOR AND EXTRUDED 277 AA 40OMH METAL HALIDE SHARP CUTOFF POLE MOUNTED KIM AR SERIES POLE 250 WALL ALUMINUM KICKER, NO REVEAL, AND MOUNTED FIXTURE, 22.5" X 16", WITH 8' ARM, PAPPI AU1 SERIES MOUNTED EXPIRES. 02 10 99 _ POST FLOOR 3/4" ELECTRONIC BALLAST. DIE-CAST ALUMINUM HOUSING AND LENS FRAME, GARDCO GULLWING ' � 1 0-1 /2�' OD BASE E1 (2)F40BX/35K SAME AS FIXTURE TYPE 'E' EXCEPT WITH 2 LAMPS ONE-PIECE SILICONE GASKET, HEAT AND IMPACT 277 IIIRESISTANT TEMPERED GLASS LENS, SEGMENIED, SPACE TO ALLOW FOR AND 8" X 48" HOUSING. TYPE III DISTRIBUTION SHEET ALUMINUM OPTICAL SYSTEM, HIGH POWER FACTOR BALLAST FINISH SURFACE, COCIRD 3r4"X1 Q' GND ROD F (2)F32T8/35K RECESSED, 1' X 4' 2-.AMP, RAPID START, FAIL-SAFE FXR SERIES RECESSED MOUNTED WITHIN LUMINAIRE. PROVIDE FIXTURE WITH ARCH MAX. SECURITY, IMPACT RESISTANT TROFFER KENALL 175 SEROES WITH INTEGRAL FUSE. PROVIDE ROUND WITH STEEL HOUSING, CONTINUOUS HINGE, 277 TAPERED, 25' ALUMINUM POLE AND ALL >~ WELDED TYPE CONNECTION DOUBLE THICKNESS LENSES (ACRYLIC AND NECESSARY MOUNTING ACCESSORIES. 2 PROVIDE ANCHOR BOLTS WITH POLE, POLYCARSONATE , AND ELECTRONIC BALLAST. AA1 (2)400MH SAME AS FIXTURE TYPE "AA' EXCEPT NTH 2 INSTALL PER MANUFACTURERS TO LIGHTING CIRCUITS G (3)F32T$j35K RECESSED, 2' X 4' 3-LAMP, RAPID START, MAX. FAIL-SAFE FXR SERIES RECESSED LUMINAIRES ON ONE POLE. RECOMMENDATION SECURITY, IMPACT RESISTANT TROFFER WITH KENALL 175 SERIES 1 1 /2" PVC FOR GROUND STEEL HOUSING, CONTINUOUS HINGE, DOUBLE 277 Be 70MH METAL HALIDE LOW 41VEL FLOODLIGHT WITH KIM L.LF-60 RECESSED " THICKNESS LENSES (ACRYLIC AND POLY- DIE-CAST ALUMINUM HOUSING, ONE-PIECE HYDREL 9560 SERIES PROVIDE 4-#4 REBAR STEEL EG? WIRE SPACED WITH 2" CLEARANCE ALUMINUM CARBONATE), AND ELECTRONIC BAL.LAST(S), GASKET DIE-CAST A L U DOOR FRAME 277 . . W1�lTH RECESSED BAFFLE To CONCEAL LENS AND PROVIDE 4 TIE BAR RINGS AT H (4) 25OW FOUR ARM, 4-LAMP INCANDESCENT VISA CC845 PENDANT NTH TEMPERED CLEAR GLASS LENS, HPF , „ # SCHED 40 PVC PAR 38 CHANDELIER. BOWLS ARE TRANSLUCENT or equal by. BALLAST AND HYDROFORMED ALUMINUM 12 OC FULL HEIGHT ACRYLIC, TRIMMED WITH WHITE PAINTED FINISH, SHAPER OR SPI 120 ALZAK REFLECTOR. Project Title: } OVERALL FIXTURE HEIGHT IS 48 DIAMETER IS70". RGS TO PVC ADAPTER - 881 70MH SAME AS FIXTURE "BB' EXCEPT WITHOUT KIM LLF-30 RECESSED 24"R RG'S ELBOW H1 (2) 150w SAME AS 'H' BUT TWO ARMS, 2-LAMPS.RECESSED BAFFLE AND WITH TEMPERED HYDREL 9560 SERIES BOROSILICATE GLASS INSTEAD OF CLEAR, 277 1 T Y ELEVATI N FIXTURE SHOULD HAVE SHIELD BEHIND LENS J NOT USED - AND THROW LIGHT TO THE RIGHT AND DOWN. U 882 70MH SAME AS FIXTURE "1381' EXCEPT FIXTURE KIM LLF-20 RECESSED E' M N MUST THRONE LIGHT TO THE LEFT AND DOWN HYDREL 9560 SERIES 277 � B �!!I}K (2)F32T8/35K 2-LAMP STANDARD CHANNEL STRIP FIXTURE COLUMBIA CS SERIES SURFACE WITH WIRE GUARD AND ELECTRONIC METALUX SS SERIES BB3 70MH SAME AS FIXTURE "BB1' EXCEPT FIXTURE MUST KIM LLF-10 RECESSED i - FIXTURE TYPE � BALLAST. DAY -$RITE I C SERIES 277 THROW LIGHT DOWN AND TO BOTH LEFT AND RIGHT. HYDREL 9560 SERIES 277 C 0 M PLE L (1)F32T$/35K 1-LAMP STAGGERED STRIP FIXTURE WITH COLUMBIA SS SERIES SURFACE CC 150HPS HIGH PRESSURE SODIUM ViCTORIAN GASLIGHT STERNBERG 6590 SERIES POLE -DETAIL ELECTRONIC BALLAST, METALUX SL SERIES TO MATCH EXISTING. PROVIDE WITH POLE TO & POLE DAY-BRITE SS SERIES 277 MATCH EXISTING, PROVIDE WITH SINGLE 277 SCALE: NONE E1.1 E6.4 Ll (2)F32T8/35K 24-AIuIP STAGGERED STRIP FIXTURE WITH COLUMBIA FIXTURE ON POLE. PROVIDE KITH INTEGRAL FUSE. SS SERIES SURFACE SEE DETAIL AT LEFT, ELECTRONIC BALLAST, METALUX SL SERIES DAYSRITE SS SERIES 277 DID 175MH METAL HALIDE SHARP CUTOFF WALL MOUNTED KIM WD14 SERIES SURFACE MOUNTED FIXTURE, 15' X 9% DIE-CAST ALUM. ' F_ -`•"� LZ (1)F17T8/35K SASE AS FIXTURE TYPE "L' EXCEPT ONLY 2' LONG. AND LENS FRAME, ONE-PIECE SILICONE GASKET, 277 250 5th AvenueI HEAT AND IMPACT TEMPERED GLASS MONDSLENS, SEGMENTED RESISTANTTYPEIII DISTRIBUTIONE D M (2)F32T8/35K 2-LAMP HEAVY DUTY INDUSTRIAL COLUMBIA KL SERIES SURFACE SHEET ALUMINUM OPTICAL SYSTEM, HPF BALLAST FLUORESCENT WITH NO UPLIGHT AND METALUX DOM SERIES MOUNTED WITHIN LUMINAIRE. PROVIDE ALL WHJNT O N ELECTRONIC BALLAST. DAYSRITE _ AFST SERIES 277 NECESSARY MOUNTING ACCESSORIES. N (1)F32T8/35K 4' LONG UNDERGABINET FLUORESCENT ALKCO LINCS SURFACE DD1 400MH SAME AS TYPE "DD" EXCEPT WITH 400W LAMP KIM V1+'D18 SERIES SURFAC E ;U8020 3 TYPE "AA" FIXTURE FIXTURE, 6" MAX. DEPTH, 2' MAX, HEIGHT, WITH or equal by, AND LARGER HOUSING, 277 STEEL HOUSING, WRAPAROUND ACRYLIC NORBERT BELFR 277 (TYPE AA1 HAS TWO 3 IDIFFUSER WITH OPAQUE FRONT, DD2 100MH SAME AS TYPE "DD" EXCEPT WITH 100Vr LAMP, KIM WD14 SERIES SURFACE #1 FIXTURES ON ONE POLE) ELECTRONIC BALLAST, AND INTEGRAL SWITCH. - i 277 O (2)F32T8/35K SURFACE, 2' X 4' 2-LAMP, RAPID START,, FAIL-SAFE FXS SERIES SURFACE EE 70MH FLUS11 MOUNTED METAL HALIDE UP -LIGHT WITH HYDREL 9100 SERIES RECESSED MAX. SECURITY, IMPACT RESISTANT FIXTURE KENALL 177 SERIES CAST ALUMINUM HOUSING, SEALED LAMP WITH STEEL HOUSING, CONTINUOUS HINGE, 277 HOUSING, INTERNAL SOURCE SHIELD. DOUBLE THICKNESS LENSES (ACRYLIC AND 277 POLYCARBONATE), AND ELECTRONIC BALLAST. FF 70MH IN -GROUND UP -LIGHT WITH COPPER HOUSING, KIM 6350 SERIES RECESSED HAND —HOLE GROUNDING LUG INSIDE HAND -HOLE -- TEMPERED CLEAR GLASS LENS, ADJACENT HPF P (1)32W 7" DIAMETER RECESSED TRIPLE -TUBE COMPACT KURT VERSEN P926 SERIES RECESSED BALLAST IN SEPARATE ENCLOSURE AND CAST 277 TRIPLE TUBE FLUORESCENT DOWNLIGHT WITH SELF4mLANGED PRESCOUTE CFT SERIES ALUMINUM LOUVER. BOLT COVER LOOP 6 BC THROUGH GROUNDING TRIM RING, VERT. LAMP, CLEAR REDUCED or equal by. 277 - -- - - BUSHING ON CONDUIT IRIDESCENT REFLECTOR NTH MEDIUM BEAM " EDISON PRICE, GG 70HPS SURFACE LANDSCAPE H1G1-I PRESSURE SODIUM KIM 8220 SERIES SURFACE Job No.: , DISTRIBUTION AND HPF BALLAST. MAX. HEIGHT: 10 HALO FLOODLIGHT WITH HPF BALLAST IN RECESSED HYDREL 4525 SERIES "�f'" 45 DEGREE CHAMFER ANCHOR BOLTS SUPPLIED - - WITH POLE, INSTALL Q (4)F32T8/35K 2-LAMP HEAVY DUTY INDUSTRIAL COLUMBIA KL SERIES PENDANT ENCLOSURE BENEATH FIXTURE. 277 Issue DOtB.---- - PER MANUFACTURERS FLUORESCENT WITH NO UPLIGHT, ELECTRONIC METALUX DCIM SERIES GG1 70MH SAME AS FIXTURE TYPE "GG" EXCEPT WITH RECESSED RECOMMENDATIONS BALLASTS, AND DAMP LABEL SOCKETS. DAY -$RITE AFST SERIES 277 METAL HALIDE LAMP AND BALLAST. _ _ R (1)32W 7" DIAMETER RECESSED SHALLOW PLENUM KURT VERSEN P931 SERIES RECESSED 277 12 f 15%9 7 TROWEL FINISH EXPOSED SURFACE TRIPLE TUBE TRIPLE -TUBE COMPACT FLUORESCENT DOWN- PRESCOUTE CFT SERIES HH i NOT USED -ti-'•-r-r---r-r-j- j- -i - { j # j j j j ,III , ; III , , , I , , , I ! III III III I I - �- I I LICF�T V ITFI SELF -FLANGED TRIM RING, HORIZ. or equal by: 277 LAMP, CLEAR REDUCED IRIDESCENT REFLECTOR EDISON PRICE,oil I - - - -�-- ------ -- _- — - — - - WITH MEDIUM FIDE BEAM DISTRIBUTION AND HPF HALO - A � 2" PVC FOR � JJ 15o1-iPS HISTORIC BOLLARD 1��iT1-I HPS LAMP, CAST AAL ALN480 SERIES SURFACE BALLAST. MAX. HEIGHT: 6.25 GROUND WIRE -----_ ---- _---------- - ---------------- - - ALUMINUM HOUSING (MIN. .25' THICK). ALZAK ALUMINUM REFLECTOR, BOROSILICATE GLASS 277 Sheet Contents: J' -#4 REBAR STEEL > R1 (2)32W SAME AS 'R1' BUT 9% 2-LAMP PRESCOLITE CFT SERIES REFRACTOR. MAXIMUM HEIGHT OF 42 E(� SPACED WITH WELDED TYPE CONNECTION TRIPLE TUBE Eor DISO N IPRIcE ---------__--____-- _ --- _- • KK (1) 175MH METAL HALIDE SURFACE MOUNTED BOX PRESCOLITE 3609 SERIES SURFACE RE 2" CLEARANCE. PROVIDEKURT �� ���� �--� TO L.TG CKT HALO vERSEN, FIXTURE':. HOUSING CONSTRUCTED OF STEEL NU -ART NACL 16 SERIES J #4 TIE BARS AT 12" O.C. _---_ _ -- _- _ -- — NTH GASKET ACYLIC LENS, USE WITH HPF 277 SCHEDULE -- FULL HEIGHT --- SCHED 40 PVC S (1)32W 7" DIAMETER RECESSED TRIPLE --TUBE COMPACT KURT VERSEN P973 SERIES RECESSED BALLAST. - �- - - -- --� ---- - - 3/4 „ TRIPLE TUBE FLUORESCENT DOWNUGHT WITH SELF4-LANGED PRESCOL.ITE CFT SERIES LED LAMPS SINGLE FACE, TOT', BACK, OR END MOUNTED, LITHONIA LV SERIES SURFACE AND) DETA � LS X 1 Q GND ROD TRIM RING, VERT. LAMP, CLEAR REDUCED or equal by. 277 � (PROVIDED DIE-CAST ALUIrSINUM SELF -POWERED VANDAL Sl1RE-LITE S VR IRIDESCENT REFLECTOR W1TM NARROW BEAM EDISON PRICE X SERIES • WITH FIXTURE) RESISTANT EXIT SIGN 44'ITH GREEN LETTERS, or equal by. 277 Z' --- _-- -- __�_ -_-- DISTRIBUTION AND HPF BALLAST. MAX. HEIGHT: i1' HALO - W -- - _ _ _ ___- _-- -- _ _-- _ LED LAMPS, STENCIL FACE, POLYCARBONATE DUAL-LITE , DIFFUSERRNICKEL CADMIUM B��i-ItRY AND PRESCOLITE -� T (1)F32-1.8/35K PENDANT MOUNTED EXTRUDED ALUMINUM LEDAUTE MINUET SERIES PENDANT TAMPER -PROOF SCREWS. PROVIDE ARROWS RGS TO PVC ADAPTER PER 4' SECTION 1-LAMP FLUORESCENT COMBINADDN UP/DOWN AS SHRARP ON PLANS All material a 4' r� LIGHT FIXTURE WITH HO ELECTRONIC BALLAST. 277 ----- �-- -- ----� � - — �- -- _ -�-� -` - 4 unpublished andoriginalwork of the 24 Architect R RGS ELBOW BALLAST FACTOR EQUAL TO 1.24. LED LAMPS SAME AS ABOVE, EXCEPT DOUBLE FACE. and may not be duplicated, used, or disclosed MAXIMUM DIMENSIONS OF 7.1" X 2.4'. 9' AFF (PROVIDED without the written consent of the Architect. PROVIDE EXTRUSIONS IN LENGTHS SHOWN ONWITH DRAWINGS. VERIFY COLOR WITH ARCHITECT TURF) FI� f }•n .ii rnl i.'` �1 �k�1i- .T f' s , .,.1�ifiv it•i', ^^� '�.Y'l�ri'f.r�,7ilrs'L.7L-fEl.�. wr�'6pu.�77+Nria�utl.�v �'e•• !'-1 PRIOR TO ORDERING. PROVIDE APPROPRIATE --- ------------------•- ----_____— --_--- ___--- __-- — _ — _--- -- _-- Scale: Ref. North "AA" " " LENGTH STEMS AND ALL NECESSARY MOUNTING ,FIXTURE TYPE AA AND AA1 NOTE: MATERIALS. — — � — _- _ — -- ----- 1. VERIFY COUNG TYPE BEFORE ORDERING FIXTURE 2. TANDEM WRING OF FIXTURES IS PERMITTED AT CONTRACTORS OPTION. IDENTIFY Wi-IICH FIXTURES CONTAIN BALLASTS IF USING THIS METHOD, �" Supplied for Information Only 3. COORDINATE STEM LENGTHS WITH COUNG CHARACTERISTICS AND MOUNTING HEIGHTS. TAIL 2 4. PROVIDE EMERGENCY BALLASTS IN FIXTURES YMERE SHOM ON PLANS. ..—,..MNtiMwlrtrl.\9.IR1•w.1.�1{1.�.•4IAiW1AlMRK JARAYVaYRirWl[F {F-LTRG.R�'..�RRS•.' SCALE NONE Efi 4 / �- 3 0� 7 t O' E1.1 • r w' . � Y, C,t ` r S�f • a,�i 7'.E ,,� .`yCam., . r' Y .� ' f a.. . qnaf I r (Date Sheet No.: r , Copyright @ t997, Abacus Engineered Systems, All Rights Reserved. KS...H.\sET20an\2w3$4-o4a3rpwr,\E6-4@[SFM1]017.-1 5-1997907: 05 i A • B • C • D • E • f PROVIDE %"x8' CU CLAD GROUND ROD (TYP) Architecture Urban Desiign Planning H N Interior Design 120V PROVIDE BOLLARDS PER SNOCO EXOTHERMIC WELD (TYP) PUD STANDARDS AND 4 1 ?U1 Commerce PROVIDE MIN 15' #2 BARE COPPER Tacoma, Washington E6-5 E6-5 98402-r3207 I COILED IN VAULT 206 383-8700 , PROVIDE ADDITIONAL BOLLARDS 206 383-8728 fax R1 IF SO ORDERED BY SNOCO PUD FA-1 AHU-1 ., Lenora Suite 405 Seattle, Washington 981 - 206 223-2742 206 622-9462 fax R1 _0— �\ Members of SMOKE DAMPER (TYPICAL) The American o PIANO HINGE Architects Institute of 1 CONCEALED OR PIANO HINGE ABACU AV(206)583-02DO n206)W6gineered Systems NOTES INNER DOOR: EXPOSES 01 Second Ave. So. Suite 201 Seattle, Washin ton 9F104 1. PROVIDE 120VAC POWER CONNECTIONS TO ALL SMOKE DAMPER ACTUATORS, PROVIDE BREAKER HANDLES, SCHEDULE FQxB826 CONTROL RELAYS AND AUXILIARY CONTACTS AS REQUIRED FOR EACH AIR HANDLING PROVIDE PRIMARY FEEDER CONDUI OUTER DOOR: EXPOSES UNIT TO RELEASE THE ASSOCIATED SMOKE DAMPER. PER SHEET E1.1 IN TRENCH WIRING, TERMINALS, AND PROVIDE SECONDARY FEEDERS PER � �ovoQap o PER ONE -LINE DIAGRAM ON SHEET E6.1 Q BREAKER INFORMATION. < Q �10N o - -- _ MODIFY DEAD FRONT FOR 40 P�.. QO SEQ.�ENCE OF OPERATION / IN TRENCH PER 10 _5 LE6-6 HINGING WITH OR • vo � �� ¢ E5 _ SEPARATE FROM OUTER a° 1 • NORMAL MODE • i _ E6 5 E6-6: RUNNING, I N AUX CONTACTS FA AHU ARE CLOSED, RELAY R I S ENERGIZED DOOR IF CONCEALED WHEN FAN N G, - COIL 15'-r0" EACH PHASE IDENTIFIED OUTER DOOR OPEN. °0- AND p° DAMPERS ARE HELD OPEN. AND SEALED CONDUCTORS INSIDE VAULT pU PROVIDE A 4'-8" x4'-8" x3'-6" DEEP >> - � SINGLE FLUSH LOCKS ON 2. PROGRAMMED SHUTDOWN: VAULT WITH A 6 x6 x6 PAD WITH #2 BARE Cu \� DOORS � FAN OFF, AUX CONTACTS AHU IS OPEN, RELAY R RELEASES, DAMPERS A 15 x40 OPENING BY UTILITY EXPIRES: 02-10-99 w SHUT UPON LOSS OF 120VAC POWER. VAULT OR PIPE) IN ! CCORDANCE WITH SNOCO PUD ST NDARD 3. POWER FA I LURE: DAMPERS CLOSE UPON LOSS OF 120VAC, AND RETURN TO OPEN WHEN POWER IS RESTORED. 4. ALARM MODE: ACT I VAT I ON OF BU I LD I NG F I RE ALARM OPENS AUX CONTACT FA AND RELEASES Z RELAY RI TO REMOVE POWER FROM ALL ASSOCIATED SMOKE DAMPERS. DAMPERS CLOSE AND REMAIN CLOSED UNTIL THE FIRE ALARM IS RESET., NOTE: 5, UPON RETURN OF POWER, DAMPERS OPEN AND 60 SECOND TIME DELAY BEFORE INSTALL VAULT, CONDUITS, CONDUCTORS, AND GROUNDING AHU IS SIGNALLED TO TURN ON. PER SNOCO PUD CONSTRUCTION STANDARDS. COORDINATE .- INSTALLATION WITH SNOCO PUD PRIOR TO EXCAVATION. p Project Title: UTILITY TRANSFORMER PANEL COVER TYPICAL SMOKE DAMPER CONTROL TY OF ENLARGED PLAN 3 DIAGRAMDETAIL » » E1.1FE6.SCALE: NONE TYP E6.5 SCALE: 1 /2 - 1 -SCALE: NONE TYP E6.5 D DDL C SAFL\ 00 COM'rDLE � e% PROVIDE Y"x10'-0' Cu CLAD GROUND WIRE (TYP) 250 5th Avenue , EDMONDS ,r i' WASHINGTON 0V20 EXOTHERMIC WELD (TYP) f 3 i` �� ,r GROUND TO GENERATOR 3 HOUSING PER MANUFACTURES Z RECOMMENDATIONS TO ALL FORM SMOOTH TO ALL MANUAL STATIONS AND CURVED TOP, DUCT SMOKE P DETECTORS — UPPER LEVEL AS REQUIRED",. DETECTORS q5E AS REQUIRED IJ 2 TO ALL MANUAL STATIONS AND DETECTORS — LOWER LEVEL AS REQUIRED 6"x6' O" GALVANIZED �Job No.: E.6 P ` 4 STEEL PIPE ~� � r '.fl ELEVATOR TO ALL WATER FLOW, PIV AND PAINT ALL EXPOSED �' II Issue Date: TAMPER SWITCHES AS REQUIRED, PORTIONS HIGHWAY ELEV ELEV UPPER LOWER CONCRETE FILL COORDINATE WITH MECHANICAL YELLOW LEVEL LEVEL EQUIP RM SHAFT �^ 12%15/97 TO ALL INDICATING DEVICES ON UPPER LEVEL ;o; 04 ASPHALT • TO FAN SF-D CON ,j TO ALL INDICATING DEVICES ON LOWER LEVEL M1 T (TYP) . rr •`{.A:u7l:iIV.1Lif.:.Arwii a{L L°:a'110a, ':� ••C: "4 Sheet Contents: TO ALL DOOR HOLDERS ON ALL FLOORS 1­9 I —n- a TO AHU SHUTDOWN TYP i GENERATOR ON WEATHER DETAILS PROOF ENCLOSURE WITH CONCRETE FILL SUB --BASE DAY TANK FIRE TO FIRE STATION _ � �' #4/0/'BARE COPPER CONTROL PANEL. SEE , 1 0 VAC CKT E6.5 F—E6.3 2 �-- w �..•• ..a.�r..w."°' NOTE: NOTE41 ���, % All material appering herein constitut.-rs the REMOTE TO MONITORING VIA ___��....,___ .--._ 4 unpublished and original work of the Ar-chitect 4 U.r � DEDICATED PHONE LINE LOCATE 3'--0" MIN FROM TRANSFORMER MAINTAIN 3'�-�-6� CLEAR ON SIDES �� and runny not be duplicated, used, or Arc--h tect. ANNUNCIATOR without the written consent of the Arcs `�itect. AND 4'---0" CLEAR ON ENDS r 7t r ti" F 7'nV, r`'�' '�4 �+44'4 wMw�„r.a....wRMrtr ..Mr�'.a. • \ ,��t �,'tilt Zy 7 a f" i%r 'J. •! Avl xr: ri.._f "I ;1� xrww.ila:tSw.a.'alrii.'!i% wt 1 F a-.°i..5 a ri • `m' w++r.W1i•.rs ' Information 0��; Scale: Ref, P�( orth Supplied for In�f0 PIS • _ POLICE/COURT GROUNDING ��t�l i�nat►re) BLDG FIRE CONTROL PANEL BOLLARD GO'ENEIRATOR - ,^ 0' .rsF r�l g�� : "�! .rd`.'.W��.'r...�gt-?41�fS:7��v �iY r•} �r'{'•'y4 Wi4U..i.Y �rr9:+«•i.lw`.iii. ..rW _ DIAGRAM 6 D E �I�A I L 1.�. ENLARGED PLAN... 2 Sheet No.: ~ SCALE: NONE TYP E6.5 SCALE: NONE E6.5 E6.5 SCALE: 1 /2" — 1'­0" E1.1 E6.5 i r r1 yy� .r./ fir.... Copyright 0 1997, Abacus Engineered Systems, All Rights Reserved. KS-H, \SET2000\23e4 045\DWD\Es-56(sF= 24101I2-15-1 s97909; 27 • T 4 {� A ® B 0 C D 0 E 0 AN 0 Architecture Urban Desitgn Planning Interior Design ,h "Y 1701 Commerce ; Tacoma, Washington��;. t�,.�,e,,, 98402 " 3207 "#,; vL.Jb Lic d Li e f 206 383--87DO J ., 206 3r�8728 fax , .. _ BOOKING INTERVIEW CELL CELL CELL TOILET Well AREA ROOM NO, 1 NO. 2 NO, 3 OVERSIZE NEUTRAL TO TYPICAL OUTLET BOX; 1000 Inord tl* Ill {I #10 IF COMMON NEUTRAL JUNCTION BOX Suite 46t ,t ON COMPUTER CIRCUITS Seattle, ��Washrngton 98121 27,20 s' r y 1 206 22Y 2742 ' 206 622,---9462 fax EQUIPMENT GROUNDU0 U IT H N G RACEWAY Members of,, The Amerl Institute of 3' Architects NOTE: PROVIDE PLATE WITH ENGRAVED TEXT BENEATH EACH TOGGLE SWITCH AS DETAILED ABOVE. DO NOT INCLUDE ll,A B A 41 ,Fa ISOLATED GROUND IC GROUND PIG TAIL Engin re4 , t�F", s SWITCHING SUBSCRIPTS). P d WHEN REQ' o o TO BOX SCREW To� r�e�dw hip '"�,i��te zoo I� t a s d'n 9 Q4 a b t (206)5a3-0200 Fox 06 1-1 Y _•1 µ f a COUNCIL COUNCIL 101 `f.i.. 4 r H N H N COVE DOWN °�°° �..32 LIGHTS LIGHTS 1 AREA, } 4. DETENTIONDIMMER(TYP) 0 .st v 'j DETAIL e 9., I SCALE: NONE E3.3 E6.6 CHANDELIER PENDANTS WALL I I SCONCES � MAIM PERIMETER EXPIRES: (�2--10�--99�� LJ ' COURT DOWN 1 ROOM LIGHTS DOWNLIGHTS ' SM10 H N n ' �„r�q;. I d�h'• •'" i Ej+ 120 ■ i sr ell ISOLATED GROUND STANDARD GROUNDED SOL HAND OFF AUTO RECEPTACLE RECEPTACLE { SELECTOR SWITCH NOTE: PROVIDE PLATE WITH ENGRAVED TEXT BENEATH EACH KEYED SWITCH AS 2 DETAILED ABOVE. (DO NOT INCLUDE SWITCHING SUBSCRIPTS) VERIFY TEXT H �, A WITH OWNER PRIOR TO ENGRAVING. r�' '., GREEN SCREW ON RECEPTACLE , (ALSO CONNECT ON SWITCHES, l OR USE SELF GROUNDING Vr V -'--�---- N SWITCHES) (TYP.) Na - UNLATCH =~ NC TYPICAL OUTLET DEVICE CONNECTIONS.COURT ROOM Project rile:,=n;.T,,� ` LATCH '�, .;• 4` PHOTOCELL DET*AIL UTS WI T�'1�1 9 � s cN n SCALE: NONE TYP E6,6 SCALE: NONE E3.1 E6.6 -A� 'Lr0' )' M 0 iA, Awa EHPIS-1 EHPIS-3 P U L C 8 PHOTOCELL SWITCH: PILOT DUTY PHOTOCELL WITH 120V - w . EHPIS 5COML COIL AND FORM "C" CONTACT. EHPIS-7 TO SITE LIGHTING I CONTACTORS: 9 POLE CONTACTOR WITH 30 AMP RATED _ FIXTURES EHPIS 9 1 CONTACTS (QTY AS REQUIRED PLUS SPARE) IN NEMA 1 EHPIS-11 Y ENCLOSURE. EHPIS-25 SWITCH: HOA SWITCH IN LIGHTING CONTACTOR + SPARE250 5th Avokus ''' y ENCLOSURE IN POLICE/COURT MAIN ELECTRICAL ROOM 1 SPARE EDMOND` 2 'K e WASH NQ JAI e%80 ' XTERIOR LIGHTING CONTROLS 3 pY 3 E 04_ _ _ _ — ' I _ I =1 -=1 =— - 1=1 11=1 I I-1 I IIHI 1 I-111= 1-11 I-1 I #=1 11=1 I -1 ! M rl 2 -1 1I-1 i 1 11 ; I11-1 i I 11= E I lEd I I I 11E1 i- ----- E1 1 E3 3 E6 $ =111=1 I I---1 I —1 I �_!' I —I 11=1 I DIAGRAM INSULATED THROAT CONNECTOR i = �_ — _—r — _ OR DOUBLE-LQCKNUT AND INSULATED SCALE: NONE � } � � � I I I —I �----I i I �—I � I —III —III --I —1 k l=1 I II I II I I —i I I —III —I I Ik I I — BUSHING I t ' ' ` ENCLOSURE WHEN REQUIRED, ISOLATED _ .' LGROUND TERMINALw WARNING TAPE =-- INSULATED FROM Job No.: ENCLOSURE ROOF { ----__ a Issue Date: �� QB LITY PRIMARY: 36"MIN RACEWAY 2 60"MAX 12/15/97 FOR UTILITY _SECONDARY: 24"MIN 36"MAX �_ . ROOM PVC SCHEDULE 80 CONDUIT ti ELEVATOR MACH Sheet int+ ents. ' UPPER LEVEL LOBBY EQ)_FEMRS N BUILDINGa�_ rr„ -z TO FCP 2 36"MIN x EQUIPMENT GROUNDING � 48"MAX .D.A'!�� ., T CONDUCTOR (GREEN) "~ 1 , I T4 FCP GROUND TERMINAL GROUNDING BUSHING ON CONCENTRIC BONDED TO OR ECCENTRIC KNOCKOUTS FOR: ENCLOSURE , LOWER COURT LEVEL LOBBY A. SERVICES B. SYSTEMS OVER 254V TO GROUND '& } .._. 0�' 7 C. RACEWAYS OVER .�r-} CIRCUIT BREAKER FOR ELEVATOR All mote,ial oppiiig' herein cons,tls the _ POWER TRANSFORMER AND 4 unpublished and Original ork afi'e Ar",hiteC •�-H PO and may not be duplieb d, used 2k,6'••sckos:d 4 without 1, a vk'itten ,consent of �tr; 4it •ct. SHUNT TRIP (24V SECONDARY) pP � "ion Only! '_ �. Su lied for Information sy 4 v..n..•:..._euJ 'n.r..{.•"d-...}'-=r'ti'" tLLl7l.r.'h3:w• d-'- ik. Sca le: ----- R i firth I ¢ IIn.qr it • Y Pe L'.+`• r %1 S•ii UNDERGROUND F EEDERS TRENCIA TYPICAL ENCLOSURE BONDING ELEVA-rOR CONTROL 00 . 5 .+.i4v1i ,':j-' Jv.it rl �yf•.•1 iY.•-wn � A� r1 • !- DE�rAIL ascr�.r,+""sTAIL 10r'.rFlrCiiln..JAIuLYC.r.4irlpidlf '�/_:ihl'As Y+FlAyri: L-W�.4F _R1 SER DIAGRAM � � No.: ��/ `may' +nN►w...r...r.lrrV M..9lIO.Y.i4Arr.wl..i.1„rMr. w�n.M..w+ r lwl.. we.wr I �.,�wrw.rr Sheet f • L ► • E6.5 E6.6 SCALE: NONE E1.1 /E6.5 E6.6 SCALE: NONE TYP E6.6 SCALE. NONE ,opyl ir,ht01997, Abacus Engineered Systems, All Rights Reserved. 2GRI I rwc_V,1N _ \SET2000\2384--048\awe\E6-6@'SF=1]012--11-1997014: 5B .k _ � � � - tm -